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BP-03-1980Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING. PERMIT APPLICATION FBC 2001 Permit Type (circle Owner's Name (Fee Simple Titleholder) 13 a-9 q c w Permit No. Master Permit No. P c q Electrical Plumbing Mechanical Roofing S eon Z L ( w+s1- -i si Phone # (;;CZ.S) 7S-6 — ci/ 7? Owner's Address City /4 (4141 1 S e- r / Tenant/Lessee Name State ?/ Zip g 3 l? /1 , Phone # /L7/4 QsaZg q f1,-9e Job Address (where the work is being done) City Miami Shores Village County Miami Dade Zip 313 ?" Is Building Historically Designated YES NO V Contractor's Address -"ill-ft A-7 . Ai lif�c , tJ State rt. Zip s Contractor's Company Name Phone 2osi 3'?2 -99r9 City l /4 Qualifier. N. applicable) .s' Phone # (3—°C) 2 " 99.? Architect/Engineer's Name (if app ) $ Value of Work For this Permit 3 060 c"--e—) Type of Work: DAddition ['Alteration DNew Deifrrc., 167 0,0 Pei 111 1+ Describe Work: Square Footage Of Work: Repair/Replace rvpemolition f /a -44, (/�' . Submittal Fee $ 60 CP Permit Fee $ 100 . CCF $ /. Notary $ � Training/Education Fee $ a60 Technology Fee $ 07/ . fT .� Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address. City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." alp 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 brochurewill be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice o, f (commencement must be posted at the job site for the first inspec 'on which occurs seven (7) days after the building permit is isssuec Iii "the absence of such posted notice, the inspection will note approved rnd a reinspection fee will be charged • Signature Owner or Agent The foregoing instrument was acknowledged before me this day of . 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Jerez NOTARY PUBLIC: • • My Commission /3/3198114 Sign: 149 Expires March 30, 2007 Sign: Print: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this — day of , 20 by who is personally known to me or who has produced as identification q did take an oath. +1' • My Eton orna8114 %or , Bcpirea March 30, 2007 My Commission Expires: r * * ** * * *** * * ** * *** *s * * * *** * ** * ** * * ** ear * ** * * * * * ** * * *ea * * * * * * * * * * * * ** rat * ** ** * *** * * * **** * * * * * * * * * * * * * * ***** * ** (Certificate of Competency Holder) State Certificate or Registration No. � ' ( T3 - Certificate of Competency No. ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: /01 JAN 1 2 2004 Plans Examiner • Engineer Zoning Cho 10/14/03 Miami Shores Village Building Department . 1005014.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(305) 795.2204 Fax: (305) 756.8972 ; Permit No: - . • -.Job.Name • BIDLDING CRITIQUE SHEET • Li MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type In Permi Name Address a9 11,e, Company `—C Phone # �J ^ 3 /0 " Inspection Date prove Correction Re- Insp'n Fee 4-- Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1 /13/2004 Applicant: SCOTT Owner: BLUMSTEIN JOB ADDRESS: 9329 NE 9 Building Permit Permit Number: BP2003 -1980 BLUMSTEIN SCOTT AVE Page 1 of 1 Contractor RAS CONSTRUCTION & DEVELOP INC Contractor's Address: 10400 SW 153 CT #8 Local Phone: Parcel # 1132060010060 Legal Description: 6 53 42 MARILYN HGTS PB 41 -8 LOT 6 LOT SIZE 75.000 X 128 OR Fees: Description Amount FEE2004 -318 Building Fee $100.00 FEE2004 -319 CCF $1.80 FEE2004 -320 Training and Education Fee $0.60 FEE2004 -321 Technology Fee $2.50 FEE2004 -322 Scanning Fee $45.00 Total Fees: $149.90 Total Fees: $190 Total Receipts: 0.00 t a3j Permit Status: APPROVED Permit Expiration: 6/20/2004 Construction Value: $3,000.00 Work: DEMO Signed: (INSPECTOR) 1,1 0 flC24y_/ 5 &.30 A.,vvy4 5-k -3 0 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2004 -6 Printed: 1/13/2004 Electrical Permit Page 1 of 1 Applicant: SCOTT Owner: BLUMSTEIN JOB ADDRESS: 9329 NE 9 Contractor SANDERS ELECTRIC INC Local Phone: 305- 624 -1003 Parcel # 1132060010060 BLUMSTEIN SCOTT AVE Contractor's Address: 3915 NW 164 ST Legal Description: 6 53 42 MARILYN HGTS PB 41 -8 LOT 6 LOT SIZE 75.000 X 128 OR Fees: Description Amount FEE2004 -233 Building Fee $100.00 FEE2004 -314 CCF $0.60 FEE2004 -315 Notary Fee $5.00 FEE2004 -316 Training and Education Fee $0.20 FEE2004 -317 Technology Fee $2.50 Total Fees: $108.30 Total Fees: $108.30 C C Total Receipts: $0.00 `V,NS8,3D Permit Status: APPROVED Permit Expiration: 7/5/2004 Construction Value: $250.00 Work: DISCONECT ELEC TO THAT PORXTION OF STRUCTURE TO BE DEMOLISHED Signed: (INSPECTOR) 60'20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. El L Master Permit No. 03 - 1 q 80 Permit Type (circle): Building Plumbing Mechanical Roofmg a Owner's Name (Fee Simple Titleholder) 1T k Airram's-buinisrEiki Phone # Owner's Address q �ci is E q riot. City Worn', y s c ES State "F(_. -, Zip Tenant/Lessee Name Phone # 3b5 756-glgc Job Address (where the work is being done) 31,9 LIE q ROE. City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name %A tJt c_i ru- Contractor's Address *rJ41 I''z 1-i VU 1 4) 4 Phone # 305 (L - s-IDos City k,A„t Am 1 ►arZ MS State 'FL-- Qualifier \A 1 Ak c fi�iD &S Zip *33 OS Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit j 2S D Square Footage Of Work: Type of Work: ['Addition ['Alteration ❑New ❑ Repair/Replace / Demolition Describe work: �iSC1^��[ L- �-1 �2�C- 1-1-1.M° -T oral OL.( F ttlie kS f? �� ®tis fi1�9 * * * * * * * **** *** * ** * * ****** **Fees****************************** Submittal Fee $ 50.00 Permit Fee $ / CCF $ \ o CO /CC Notary $S k a c) Training/Education Fee $ ■ A Technology Fee 8 ,ISO Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ Sl CJ , 3 (t (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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. Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Contractor The foregoing instrument was acknowledged before me tbi day of 20 f by 1O On el i who is ersonally kn wn to me or who has produced T as identification and who did take an oath. . "Y�GAG Mabel Vargas �, ,�,. # ► :2319$4 NOTARY PUBL Sign: Print: My Commission Expires: My Commission Expires: ********************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *- * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. -.t, 1 ZI -1 0 Certificate. of Competency No. I -1 `S S ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** gV"e-Ael Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 1 /12/2004 Mechanical Permit Permit Number: MC2004 -1 Applicant: SCOTT Owner: BLUMSTEIN JOB ADDRESS: 9329 NE Contractor CLIMA CONTROL Local Phone: 786 -412 -9099 9 BLUMSTEIN SCOTT AVE Contractor's Address: PO BOX 170210 Parcel # 1132060010060 Legal Description: 6 53 42 MARILYN HGTS PB 41 -8 LOT 6 LOT SIZE 75.000 X 128 OR Fees: FEE2004 -234 FEE2004 -235 FEE2004 -236 FEE2004 -237 FEE2004 -238 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Total Fees: Amount $100.00 $0.60 $5.00 $0.20 $2.50 $108.30 Total Fees $19,8.30. Total Receipts:OAO Permit Status: APPROVED Permit Expiration: 7/5/2004 Construction Value: Work: DEMO ROOF DUCT WORK Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: JAN 0 7 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, MVflami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. 1--( a0O4 -1 Master Permit No. D3 //130 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone Owner's Address c1 02ct Alm 144 Ave:A/a City MAglivi 1 5114 €65 State /— c,,, ®C / 0 ig- Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) q (4141 4l/e m City Mlami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name CZ./ rvi 4 for D C,, /t //e„, Contractor's Address /9990 /1/1,-) 53 do z -- City /// x'17 State Qualifier ? . Fe47 /e7'L Phone # 5)a6, !o - Zip 830/5 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit "crb . Square Footage Of Work: Type of Work: ['Addition ❑Alteration ['New Describe Work: 77er7)10 Po e. )01= 7VP Vv6.7° /teae ❑ Repair/Replace Demolition **************************** F ** * * * ** * * * ** * * * * * * * ** * * * * * * * ** v Submittal Fee $ cit *- -0 Permit Fee $ 10 ()°--;;- CCF $ {j 0 CO /CC Notary $ J . O Training/Education Fee $ . a r 0 Technology Fee $ � S j Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ $ 6, 3 0 (Continued on opposite side) 4 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, BOIT.RRS, 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. llF 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 The foregoing instrument was acknowledged before me this day of , 20 _, by , day of who is personally known to me or who has produced wh As identification and who did take an oath Contractor +,y l! The foregoing instrument was acknowledged before me this l 20 by ? Dy/ fir�)Ci . to me or wh ivi bet gaiitVitiand :Jul 13,2 Thru Co., Inc. NOTARY PUBLIC: NOTARY PUBLIC Sign: Sign: Print: Print:1 My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 7 �, APPLICATION APPROVED BY: Clio 12/15/03 /, 7,c a Engineer Zoning Plans Examiner Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.12 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Residential Construction Bldg. Permit No RC-4- 07-835 Owner KEVIN TROIKE Contractor F &F CONSTRUCTION SERVICES INC Subdivision /Project <NONE> Date Issued 11/04/2008 Construction Type ADDITION, CARPORT INTERIOR REMODEL Occupancy Single Family 55.94 Street NW Miami Shores Village FL Not Transferable POST IN A CONSPICUOUS PLACE Inspection Date: 06/25/2008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village emc 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Final Work Classification: New Block: Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Building Department Commen NEW PAVERS DRIVEWAY ON THE FRONT OF THE PROPERTY `4' °ep\® Passed Ot 0 Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, June 19, 2008 Page 1 of 2 \ykkot k td • vvic(tai l Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholcer) Owner's Address .57S- City /((�� RECEI1IEi) .111 1 3 2008 _�rrr�rrrr.. Roofing Permit No. 5- 68� 771) Master Permit No. ?5) 'ZS9 Phone # (3`J 3(3 ifV �v 1' Phone # A )` , AA) state Tenant/Lessee Name Zip Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 20 Contractor's Company Name Contractor's Address ll,. City /11#4; Qualifier Name /0 State S if J7 Phone # State Certificate or Registration No. Zip /61) Phone # Certificate of Competency No. FV Architect/Engineer's Name (if applicable) 1L/0i Phone # Value of Work For this Permit $ Type of Work: DAddition C ❑Alteration Describe Work: / /Io4/4 i /1 ' 6,A eli‘- 4D el • Square / Linear Footage Of Work: [Kew s-�❑ Repair/Replace ❑ Demolition /44,4' ` 1A Q,Jf �i061/%J ` z3 d✓ d * * * * * * * * * * ** * * * * * * * ** * ** Submittal Fee $ Notary $ Scanning $ Bond $ Permit Fee $ TrainingfEducation Fee $ Radon $ DPBR $ Code Enforcement $ Structural Review. $ $ Technology Fee $ Zoning $ CO /CC Double Fee $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's A . dress City • Mortgage Le r er's ► : e (if applicabl Mortgage • er's Address City State Zip 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. Owner or Agent The foregoing instrument was acknowledged before me this iS day of c !!^e_ , 20 oe, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Conunission Expires: * * * ** * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning • • • • • • i • • • • • • • • • oil • • • • • • • • • • 4414A • • • • • Iliii • • ° A'tt.r:n C.3 EY • • • ; • • • • • • • • •' • • • • • ..rs • e+- • • • • ckt....e... • • •, iv • • • • • s o: • • • ^ • • 4°' '. .10.AdAtite • , • BLDG DEPT SUBJECT TO CCOAPUNCE MOLL frealt j STATE AND COUNTY RULES N40 REGMATOP* For uriveways an' before filial inspect° pprovedlor refund; al IconY , must be co eAftebio • GE or Sidewalks, and bond can b4 sod and yard w plated. LOT 21 ILK 187 THIS MUSS E ON * TIME IF • • 1E c 7 • Conc.Walk loamy* loo.00m 191:sarkwav Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: 5/27/2008 Expires:5 /2712008 Folio Number:1131010340120 Owner's Name: KEVIN TROIKE Job Address: 55 94 Street NW Miami Shores Village, FL Owner's Phone: (305)759 -6344 Total Square Feet: 0 Total Job Valuation: $ 5,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/17/2008 : Yes Comments: APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS. END OF DRIVEWAY FLARES MUST BE NOT LESS THAN3 FEET FROM SIDE LOT LINES. A LANDSCAPE STRIP OF AT LEAST2 FEET IN WIDTH MUST BE PROVIDED BETWEEN THE SIDEWALK AND THE CIRCULAR DRIVEWAY. APPLICANT TO PLANT TO SHADE TREES OF AT LEASTI2 FEET IN HEIGHT WITHIN THE SWALE. DRIVEWAY CAN NOT COVER THE SEPTIC SYSTEM EXCEPT FOR THE SEPTIC TANK. 6/17/08 NEW PLAN OK Vozontl. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. G8 Q?�9\O PERMIT APPLICATION Master Permit No. FBC 2004. " k9 PI ]U8 BY Permit Type (circle): uilding / �Electrical Plumbing Mechanical � Roofing f/ Owner's Name (Fee Simple Titleholder) `t�- 'J\ 5'L Phone (3jV '7$ - ° 1 o 95 Owner's Address �.� >l/ LO 7- ' Si; City "</ State peL. Zip 0 f % Tenant/Lessee Name NA Phone # 63° ) Ar3% -'1W-5- Job Address (where the work is being done) -W ' City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 6,500 Square / Linear Footage Of Work: %V? cI/ y�} Type of Work: ['Addition ['Alteration Describe Work: .mac) C‘ Ave, q04t o J epair/Repiace L] Demolition ..Q x , -z Submittal Fee $ Permit Fee $ / 7, (-00 - CCF $ �`VlJ CO /CC Notary $_ a _ Training/Education Fee $ 1'00 Technology Fee $ 4.67 Scanning $ (Q . Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1g4 • D1 See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. in instrume�nttj as a owleddged before ee this 1C{ 201n), by tv E ly identification and who did take an oath. My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** J 2 d� c-7-7 A 31 „qt., c e, Sc 511.- vg i !'.v % � �r j + t f Gv , J� `` 4,.. Plans Examiner Engineer Zoning ** VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: e,0,9 ADDRESS: ��W n J tild Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 12 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial hr 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this 6 day of ///).4 , 20 2 Cd By Thbt if, who was personally known to me or who has Produced there License or as identification. FiAY 1 9 2700 By. SKETCH OF BOUNDARY SURVEY SCALE: ta=z0' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Expires: of issued Folio Number:1131010340120 Owner's Name: KEVIN TROIKE Job Address: 55 94 Street NW Miami Shores Village, FL Owner's Phone: Total Square Feet: Total Job Valuation: Contractor(s) Phone Primary Contractor HOME OWNER Yes (305)759 -6344 0 $ 5,000.00 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/19/2008 : Yes Comments: APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS. END OF DRIVEWAY FLARES MUST BE NOT LESS THAN3 FEET FROM SIDE LOT LINES. A LANDSCAPE STRIP OF AT LEAST2 FEET IN WIDTH MUST BE PROVIDED BETWEEN THE SIDEWALK AND THE CIRCULAR DRIVEWAY. APPLICANT TO PLANT TO SHADE TREES OF AT LEAST12 FEET IN HEIGHT WITHIN THE SWALE. DRIVEWAY CAN NOT COVER THE SEPTIC SYSTEM EXCEPT FOR THE SEPTIC TANK. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795-2204 Fax: (305)756-8972 4s Inspection Date: 02/19/2008 Inspector: Devaney, Michael Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: AJL ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition/Alteration Block: Phone Number (305)759-6344 Parcel Number 1131010340120 Lot: Phone: 305-895-4971 Building Department Comments NEW OUTLETS, SWITCHES, HI HATS, SERVICE CHANGE AS PER APPROVED PLANS FEB 2- 0 2008 WAL/404-- Passed Inspector Comments CREATED AS REINSPECTION mid FOR INSP-57406. MLD t,./ fr, /174-#e aeggiA"."2- P7- R6,ai-/ /-pavi Failed Correction Needed 7 9f. 4`74. ‘P 8 Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Friday, February 15, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/04/2008 Inspector: Devaney, Michael Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: AJL ELECTRIC INC C Permit Type: Electrical - Residential Inspection Type: Final ork Classification: Addition /Alteration Block: Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Phone: 305 - 895 -4971 Building Department Comments NEW OUTLETS, SWITCHES, HI HATS, SERVICE CHANGE AS PER APPROVED PLANS Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 75267. CREATED AS REINSPECTION FOR INSP - 74985. CREATED AS REINSPECTION FOR INSP- 57406. MLD MAIN HOUSE FINAL CABANA NOT READY YET. MD 02/19/2008 Same comments SfrB7W �/7 i®�� A- `p - A !! o 4jZ 1V` F d.�/t`�L Iv g'�d - � r, ._, � /"...,e i 0 `eAwi0 / a, 'ft 6 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until ,veep' 28 Monday, November 3, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. EL 1 � 5 PERMIT APPLICATION � O 1 � Master Permit No. II �,, '1135 FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) 1 T7 1 K 5 Owner's Address 55 Lt.) c/ ST CitdAA kV (, ( 91- OP( State 041,eti (4- Tenant/Lessee Name r Phone #3OS O l -S)- 31— Zip E- MAIL: Job Address (where the work is being done) 65 City Miami Shores Village FOLIO / PARCEL # Phone # County Miami -Dade Zip 3313" Is Building Historically Designated YES Contractor's Company Name J$ NO creed Contractor's Address / 7 5�� / 4 /vcl i_ G �l/i'yLn State r Registration Nod City Qualifier Name State Certificate o g /gp,tj eo f E -MAIL: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # tX 5 oj,- 'MCI'71 Zip 33 /F Phone # 3 /%S` J ` 40-$' f Certificate of Competency No. Type of Work: ❑Ad ition DAlteration Describe Work: 11`'cL) f, -�e7k v L f r ce (C c,t e .-r� S Phone # Square / Linear Footage Of Work: ❑New her ,/ a s Q$0 Re air/Rept ce ❑ Demolition proc/ e'V. ****** ******* *********** ** ** **kd:**** ** Fees************* ************* * ***************** Submittal Fee $ Permit Fee $ .t23 ' Notary $ Training /Education Fee 5. Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Doubl Tota CCF$ CO /CC Technology Fee $ Zoning $ e Now Due $ SEP 0 4ee Cf 4 MIAMI SHORES VILLAGE liyie 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 reintspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowle ged before me this day of , 20 , by , day of who is personally known to me or who has produced who personally known to As identification and who did take an oath. NOTARY PUBLIC: by PU Ol'U� or who has produced as identification and who did take an oath. Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: x xx********************************* xxxxxxxxxxxxxx****** xxxxx * *xxxxx * * * ** * * ** * *** * ** * ** *x * ** APPLICATION APPROVED BY- (Revised 02/08/06) Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. , PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # MECHANICAL ITEM UNIT FEE ITEM UNIT FEE BATH TUB DISHWASHER DISPOSAL SWITCH OUTLETS 3,n LIGHT OUTLETS FLOOR DRAIN RECEPTACLES GREASE TRAP INTERCEPTOR LAVATORY SERVICE TEMPORARY SERVICE SIZE IN AMPS LAUNDRY TRAY CLOTHES WASHER SHOWER SERVICE REPAIR/METER CHANGE 4 APPLIANCE OUTLETS RANGE TOP OVEN SINK. POT /3 COMP. SINK, RESIDENCE. SINK, SLOP. WATER HEATER ITEM SPACE HEATERS UNIT FEE CENTRAL HEATING A/C (WIND) NC (CENTRAL) DUCT WORK REFRIGERATION PROCESS AND PRESS PIPING UNDERGROUND TANKS ABOVEGROUND TANKS MOTORS 0 -1 HP MOTORS OVER 1 -3 HP TEMPORARY WATER CLOSET URINAL MOTORS OVER 3 -5 HP MOTORS OVER 5-8 HP WATER CLOSET MOTORS OVER 8 -10 HP U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES INDIRECT WASTES MOTORS OVER 10 -25 HP WATER SUPPLY TO: NC UNIT MOTORS OVER 25 -100 HP MOTORS OVER 100 HP FIRE SPRINKLER NC WINDOW HEATER -NEW INST. HEATER - REPLACE AIR CONDITIONERS STRIP HEATER ELEVATORS /ESCALATORS FIRE SPRINKLER SYSTEMS COOUNG TOWERS VIOLATION REINSPECTION LAWN SPRINKLER -WELL SWIMMING POOL WATER SERVICE GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS SEWER CONNECTIONS UTILITY -SEWER UTILITY -WATER SEPTIC TANK RELAY SPECIAL PURPOSE. OUTLETS COMMERCIAL SIGN TUBES SIGN TRANSFORMERS SIGN TIME CLOCK FAINFIELD, 4" TILE/RES. PUMP & ABANDON SEPTIC TANK SOAKAGE PIT CU. FT. CATCH BASIN FIXTURES /0 ANTENNA / TELEVISION OUTLETS / 0 VIOLATION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET REINSPECTION SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING • " e' Inspection Worksheet Miami Shores Village 1201 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/22/2008 Inspector: Levrock, James Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project <NONE> Contractor: SEROTA PLUMBING CO 0-1-35 Permit Type: Plumbing - Residential Inspection Type: Plumbing Work Classification: Addition /Alteration Block: Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Phone: (305)672 -7252 uilding Department Comments NEW PLUMBING FOR ADDITION INTERIOR REMODEL GAS PIPE AND FIXTURES f d Passed In- • Ir tor • • mments '' I SPECTION Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, February 21, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 0 ��� w JUL 3 1 2007 BY:.L17\._ Permit No.1t I Z Master Permit No.-.11J t-'0 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) 1'.(L % Phone # 30S— Owner's Address 5-5 City ®,C41, AA ® State F L Zip 33 i S® Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) eS .S �`% W q Lf S City Miami Shores Village County Miami -Dade FOLIO /PARCEL# Zip . 3 31 c° Is Building Historically Designated YES NO Y Contractor's Company Name Sig� �� YLV Contractor's Address cRct‘ • Phone# �d�- ���._LS? City e Y' ({N-M ` State Zip Qualifier Name` -c Phone # ,S' `- c . State Certificate or Registration No.0, 1426 ®ra_ Certificate of Competency No. E- MAIL: Architect/Engineer's Name (if applicable) U 1 c 'f -o w- a Phone # SuAG.0 6 , (EAv rES Value of Work For this Permit $ J .aro° , J -3ta So 3' grvj 811%)-3 Square / Linear Footage Of Work: Type of Work: DAddition Alteration []New 0 Repair /Replace Q Demolition Describe Work: d{ `.°t-eR a ani TO N 7` E4remt 1 (4-5 Pee"( L ..4 ✓5) ('r -A'S Pi,' is ldc rV (z Sr=C ( Submittal Fee $ ** * * * * * * * * * * ** * * ** * * * * * * * * *9c * * ** Fee************* * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Permit Fee $,.1 CCF $— CO /CC Notary $ Training /Education Fee $ 'rD ,Q(.� Technology Fee $. ` S Scanning $ 'j) .CO Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Zoning $ Fee Now Due $g ICI .15 i1Alflflfll C'Fi I/117ic 1/l1 1 i ri= See Reverse side -3 Bonding Company's Name (if applicable) Bonding Company's Address City I 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***** ***icireY,t******dr******* - ' ****A?, • do x** -- **************** Contractor The foregoing instrument was acknowledged before me this \ day of �' ,2001, by or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED (Revised 02 /08/06) Sign: C Printer A 6; My Commission Expires: ****************x - 'x Y: aC STATE OF FLORIDA ny L Cerra R ° x# Commission # DDSO71f8 Expires: J re 16 2010 Wilmer Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB 4 SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES A/C (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY r APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY 8 RANGE TOP UNDERGROUND TANKS CLOTHES WASHER 'a. OVEN ABOVE GROUND TANKS SHOWER 3- WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. 2.• MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS /ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT NC WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE 0 SPECIAL PURPOSE. , SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING moo. O ,,gi ,,+- a a % e-t S 0 . �L Inspection Worksheet Miami Shores Village fcfr 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/25/2008 Inspector: Perez, JanPierre Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: SANSONE CORPORATION Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Block: Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Phone: 954 - 428 -8919 Building Department Comments NEW HVAC AS PER PLANS FOR MASTER PERMIT RC7 -835 FEB 28 200® Passed Inspector Comments c2---1 2-' 1 2 / - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, February 22, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address t. L) � s City tCA-Ltitt State �l Permit No. 4„... Master Permit No. I \ L I Phone# 505 3bI $1/4f3S Zip - ; t: g Phone # Tenant/Lessee Name E -MAIL: Job Address (where.the work is being done) SAIAA City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip Is Building Historically Designated YES NO Contractor's Company Name 3AyUbcrrOE, ecy- ,R g,A.-rz avv Phone # (R S J /c -eFy t' £1) (g*. f G Contractor's Address S-5 a0cStE3Y City 1`J6..Sr_Q.Ct%...0 (S'E.�JCf/ State Qualifier Name jcott State Certificate or Registration No. e f.kC. (a ycj o1(0 (� Zip &J�(i. Phone # C454 t-( 8 Certificate of Competency No. E -MAIL: e fin cy c )12- Q .sense °- (As_ . uy,„ Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Rey, 00 Type of Work: Describe Work: Sq't Square / Linear Footage Of Work: ❑Addition ❑Alteration ❑New jf1/4-c e9ea. &your ❑ Repair /Replace ❑ Demolition ******* * * * ** * * * * ** ** * * * * ** * ** * * * * * * * ** * *** ****************** ** Submittal Fee $ Permit Fee $�� GI' Notary $ Training /Education Fee $ 4 Scanning $ "" Radon $ Bond $ Code Enforcement $ .Roubles $ DPBR * * ** * * * * * * * * * * ** CCF $ 27- CO /CC Technology Fee $ 1�1 ° Zoning $ Structural Review. $ Due$ /(40•�' SEP . 0 it 007 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. l 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 unders and that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILER,IS, 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. W 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 thel 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 Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification NOTARY PUBLIC: Sign: Print: My Commission Expires: ********************************* * * * * * * * * * * ** * * ** * * * * * ** * * * * ** *dew * * **_ * ** * * *** and who did take an oath. Signature Contractor D The foregoing instrument was acknowledged before me this° day of Js'Jf , 20 01, by ° `(1 ` who is personally known t e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expi APPLICATION APPROVED BY: (Revised 02 /08/06) Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 80 10050 N.E. 2nd Avenue Miami Shores, FL 5S Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/14/2008 Inspector: Devaney, Michael Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Block: Contractor: SUNSHINE ELECTRICAL CONTRACTORS CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alarm Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Phone: (305)265 -4958 Building Department Comments ALARM . VA 111* 1 10 Passed Inspector Comments III Failed ///-/-/ fl://7Z-6; Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, March 13, 2008 Page 1 of 2 vi-Ma trffiO4.. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 .a Permit No. Ell -1 -4-1`t Master Permit No. ! r- e)7- e Permit Type: Electrical / Owner's Name (Fee Simple Titleholder) 1�. e- ��/1�D / e Phone #("4S ' / Owner's Address q451:26) 3.,24- fie City/.&4 &S State 4l - Zip Tenant/Lessee Name Phone # E -MAIL: mac. Job Address (where the work is being done) 5 -/�G <� City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name U/16%2f . We..)Grr Phone # j c 6 S--(CF Contractor's Address / t' 5 co—/ City State (' Zip .3.? Qualifier Name /%Rf'4/Y 5'9.4 e5-* cJ Phone y. State Certificate or Registration No. e... c 0 0 (4, 7&.:-* Certificate of Compete o. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ E) • ? 7 Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration [121<ew Describe Work: / v12� ❑ Repair /Replace El Demolition ******** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * ** * * * * ** * * * *** * * *xxxxx * * *xx Submittal Fee $ Permit Fee $ /f.fr Notary $ Training /Education Fee $ 00 4t) CCF _ I26 CO /CC Technology Fee $ Z.. Scanning $ `3 D) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ "! Structural Review. $ Total Fee Now Due $ / ✓ o. eV See Reverse side -- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 ins ment was acknowledged before me this 50 day of , 20 _, by. , day of , 200/ , by who is personally known to me or who has produced whpersonally known to me or who has produced As identification and who did take an oath. as identificati ui.and who did take an oath. NOTARY PUBLIC: NOTARY PU Sign: Sign: Print: Print: My Commission Expires: LUIS FERNANDEZ * MY COMMISSION i DD 348488 EXPIRES: November 7, 2008 My Commission Expires: ' edTh" sow ! ®°nn®udgat Notary Servises xr.wwvc* *******wwwxa **Icxx** eY sex x sex* it4e ****x4ei;,k*ek****x * ** *xxxxx ****** settle w*** *****•*wwwx xxir*nkxitr ****** ** APPLICATION APPROVED BY. (Revised 02 /08106) Plans Examiner Engineer Zoning ** Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/19/2008 Inspector: Devaney, Michael Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: AJL ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Repair N.°°. Phone Number (305)759 -6344 Block: Parcel Number 1131010340120 Lot: Phone: 305 - 895 -4971 Building Department Comments Friday, February 15, 2008 Page 2of2 milk 2, 0 ?SS Passed ✓ Inspector Comments CREATED AS REINSPECTION FOR,INSP- 67834. MLD /,/ i B !9 Failed / 9TPz '8 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, February 15, 2008 Page 2of2 Cam Atast I1 ( Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ,C. BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical NTgomnTE7 NOV 1 92007. it BY: u,- ' - Permit No. EL-01 —434 Master Permit No. RCO G — R55 Owner's Name (Fee Simple Titleholder) Phone # Owner's Address C" Q l/+ C City ►�l 11�-1M i t( fuu) Zip 9 30sk'sus(4-_77 Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) j '5 t U,% L City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 1.7 Contractor's Company Name A 1-1.. £t C/tRC t- 1I C.- Phone # 36r Contractor's Address /a 5s1' ,t , C col vd s €4.1).40 City pi/ 4w+ , • State !<<- Zip 3,/e/ .Qualifier Name A`,(7j -t a /ay �� .C. LSD p L%,2 Phone # State Certificate or Registration No. 4—.0 /3 CrO d 0 ?S Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 9 Type of Work: [IAddition ❑Alteration Describe Work: Phone # Square / Linear Footage Of Work: ['New El Repair /Replace ❑ Demolition 014 t/ 0 Ph, rocs ** * * * ** * ***** *****t****** *** *xxxxx x x*xx Feesx xteew* Y9c********** dc**** 4eieir*ic +Y*dcak***vY*** **ac *& Submittal Fee $ Permit Fee $ / ? ' + ei® Notary $ ' • Training /Education Fee $ • tO Scanning $ '5'00 Rado Bond $ Structural Review. $ DPBR $ CCF $ 0 <Q C) CO /CC Technology Fee $ 2 SC) Zoning $ Double Fee $ CcV3 MIAMI SHORES VILLAGE 5 Total Fee Now Due $ I(ZQ r See Reverse side -a 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 g Signature Owner or Agent The foregoing instrument was acknowledged before me this Contr ctot The foregoing instrument was acknowledged before me this (, day of , 20 _, by , day of /1% u tJ , 20 D ? , by hA/Zer cm/ y �?' Zete,, e..%�t, who is personally known to me or who has produced who is personally known to me or who has produced As identification aid who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: ** * ** ** ** * * * * * * * * ** ** * * *xxxxx Sign: Print My APPLICATION APPROVED BY (Revised 02/08/06) " 'tans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/06/2008 Inspector: Grande, Claudio Owner: Job Address: TROIKE, KEVIN 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Block: Permit Type: Demolition Inspection Type: Final Work Classification: Walls & Signs Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Building Department Comments REMOVAL OF INTERIOR OF WALLS AND CEILING R ®1" Passed Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, March 5, 2008 Page 1 of 2 APPROVED ivria Tii srlOres Villa ZONING DEPT BLDG DEPT MIN IIIIIIIIIII A OUNTY RULES AND REGULATIONS 18110■84-. 1111 1E11 • •••• • ••• • • •• • • • • • • •• •••• • • • • • •••• • •••• •• • • • .G'.9'n..415-I5Ui4 3. 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LLUO E4AC945 4341.1.4 1*) 411i v G Main house floor Plan ;111 0!•.01.5: CI A9:.14•FG 9GN8881 88813 03040.1450 I t11 915343304. 0.'181.'!(k 546 -. 05405 E,' 5'N! 53 1 9_401 APF4G.- :84:848,4 4,144 28) L£= 541441! No,c_r•__@.5y14443 Ita� LCF 5}414 } •• • • • • • • • • • • • • • • DOOR SCHEDULE N../.4 66. '54660" ..Le'. 4/5.714.26 4,400 7 .6, .4. I.61 463 4 1 0049, .06 , ^ 81) 140 77614:34444728 .0' Le.e 6. SG a Sege 0-0 , r haw I e 4 1 . L • • K, • ,•$' .2^ 4.3 t...4.0r10 ...70.4 DOOR SCHEDULE re...10 SIM. 61>1 4,0 144. 60 • 90nn • tern. 421 00. ..5-4 a La.- • 1 a -a' 6.4.6 : 041."67425 t.r.ttS ra_r't I o e 4.4.05.5. 1-609' e,..E IIINDOW SCHEDULE 5 4.0.94. 0.7 5144410 44-7911.6 90344597 04901365 357 - 4E1 9341.34: .69- ..ala, .444: ._ 5:-. (... 0E, '41,0 4. c enure- 1. 3 :at e. . ea. P 63 tls , .Ce 4:7 . .0.496. . Ly.,,,,. 0 0 • e 0 n 0940 .0* 45 e.u. 40 5 C. ...L. ',I. 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"110 e6.40.,..- 4 ttr,F1 .001. • • • • • • • • • • • • • 1 • • • • • • • • 1 • • • • • • • • Is • • 1 • • •••• • •••• • • • • • • • • 0 • • 000 • • • • • associates VICT011,DaMB Attlaintel (4 _ 1.1 7C-04-.7 .0 • 0945•91J,6 7.,LooR F....4N acaLa (Th. P....4N 40.0 .27-0 tom Rae Residence NW98thSt, Wahl Shores, FL CON•balka 8884882 Cottage Floor plan & schedules A:MOW A-3 Dews 1411:z.) d-f- 2/4 i;afi P149.46-5 9- Ccif411'17 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING CO12-510-7 Z^ PERMIT APPLICATION FBC 2004 MAY 2 4 2007 BY: Permit No.S) e Master Permit No. Permit Type (cir Building Electrical Plumbing Mechanical Roofing Owner's Name (F Situp e itieholder) /44 d', / Phone # (3ij . '7- - %''C 3 Owner's Address S 11JLe) f ��j p„�, City /%/ J , State /''� Zip 1 ? I P Tenant/i.essee Name l kene# 5J o w " ' Job Address (where the work is being done) .SS"' ha) 9Y fJ f City Miami Shores Village County Mimi-Dade Zip 3 3 0 d FOLIO / PARCEL # Is Building Historically Designated YES NO 4/1 OWE / Contractor's Company Name Contractor's Address City State Zip Phone # Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit / ...5.40 , ez Phone X_ 3. 0 —56.36 zoo s Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace Describe Work: ii it molition *********V******* sY & * * *** *** * * ** ** * * * ** * ** *** * ** ***fir * * &sY *aY* *ir*** ** ** ** Submittal Fee $ PerAit Fee $ L++ y� • CCF $ 1' /-i,/' CO /CC Notary $ Training/Education Fee $ -40 Scanning $ ?j . Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 10q, Technology Fee $ S1 See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ap'roved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ,Z4° The foregoing instrument was acknowledged before me this day of ty , 20 0'7, by 6e4 . tai Ke , day of , 20 , by who is personally known to me or who has produced R• who is personally known to me or who has produced 16?) L(C • As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08106) Plans Examiner Engineer Zoning 5. I understand that as an owner - builder, . that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. 6.- I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If-for. any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed ctimpanyor person. Initial 7. I• pnderstand that if any person gets injured' on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial '7 8. I understand that under state and local laws I. can not do any Blectrical, Plumbing, Heating, Air & Roof work on my•property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this day of 2_ '1 By Oil Produced there License or who was personally known to me or who has „,14(3 1-l( s. as identification. MIONICAUSS e ar''- MY COOSSIONI D VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: Kcvc v Tr 01 Kt • DATE: 5 /24/o' ADDRESS: 55 Mw Do. hereby petition the Village of Miami Shores toast as my own contradtor pursuant to the laws of the State of Floxjda,, F.S 489.103(7). And I have.i;ead and understood the following disclosure statement, which entitles me' to work as m,' own contractor; I further understand:th *t I as the owner must appear in person to coidplete.alt.applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one=family or two-family residence. You may also build or improve a commercial building at a coat .of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work underyour supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and • provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as ari owner - builder I must abide by all zoning ordinances and building regulations in effect at.the time of permit application Initial r 3.:I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —, only if the structure meets the minimum co Initial NOV 1 3 2008 l SOILPROBE ENGINEERING & TESTING, INCiy STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES 5450 Griffin Road, Davie, FL 33314 Phone: (954) 584 -6880 (954) 584 -6115 Fax: (954) 584-2862 LABORATORY NO: 070663 JOB NO.: 0663 DATE: 8/8/07 ALL REPORTS ARE SUBMrITED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS. AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL REPORT OF IN— NOTE: The above highlighted tests were taken to verify the compaction of the top twelve (12) inches of the structural fill only and they exceed the required 95 % o the maximum dry density (ASTM METHOD T -180). This is NOT a soil bearing capacity certification. Respectfully submitted, 1-13i G 0 0 rrn� Eduard adiu, P.E. #59997 Client: John Adams Project: Proposed Addition & Renovation to Residence Jobsite: 55 NW 94th St. Miami Shores, FL Address: 2716 NW 8th St. Fort Lauderdale, FL. Soil Description: Grey sand with little rock Max dry Density: 1 4.0 (Lbs. /Cu.Ft.) Optimum Moisture: 11.3 % Method of Test: NUCLEAR Date of Test Test No. TEST LOCATION Lift No. Field Moisture In Place Density (Lbs. /Cu.Ft.) % Compac tion Wet Dry 8/8/07 1 Footings of SW addition @ center of S side Final 11.1 123.4 111.1 97.5 8/8/07 2 Footings of NW addition @ center Area Final 13.0 126.5 111.9 98.2 8/8/07 3 Footings of NW addition @ NE corner area Final 13.6 128.4 113.0 99.1 NOTE: The above highlighted tests were taken to verify the compaction of the top twelve (12) inches of the structural fill only and they exceed the required 95 % o the maximum dry density (ASTM METHOD T -180). This is NOT a soil bearing capacity certification. Respectfully submitted, 1-13i G 0 0 rrn� Eduard adiu, P.E. #59997 SOILPROBE ENGINEERING & TESTING, INC. STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES 5450 Griffin Road, Davie, FL 33314 Phone: (954) 5846880 (954) 584 -6115 Fax: (954) 584 -2862 LABORATORY NO: 070663 JOB NO.: 0663 DATE: 8/8/07 ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS. AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL REPORT OF MOISTURE - DENSITY RELATIONSHIP OF SOIL Client: John Adams Address: 2716 NW 8th St. Fort Lauderdale, FL. Project: Proposed Addition & Renovation to Residence @ 55 NW 94th St. Miami Shores, FL Location: Fill on grade Soil Description: Grey sand with little rock Method of Test: AASHTO T -180 MOISTURE - DENSITY RELATIONSHIP CURVE 00 Optimum Moisture: 11.3 % 11 13 15 17 MOISTURE CONTENT ( %) Max. Dry Density: 114.0 Lbs. /Cu.Ft. Respectfully submitted, .AUG 0 0,1111 Eduard Badiu, P.E. #59997 II) TOME n tLV 1 3 2N8 BY - -- -- -------- - - - - -- F &F Construction Services , Inc. 2617 Park Road, Pembroke Park, FL 33009 License CGC 060569 954-454 -1948 office / 954 -454 -1259 fax Submittd To: Miami Shores Building Dept. Client: Troike. Date 11/10/08 Insulation report. Please be advised that F and F Construction Services has furnished and installed insulation as per your approved plans for home at 55 NW. 94 Street. Eric S. Finkelstein. For F @ F Construction Services Inc. Personally known. -- a°t► ; ,"y , . MY ,I AURA NARLE 646761 S: March 1. 2011 Budget N ref ervlces Charlie Crist Govemor Kevin Troke 55 NW 94 St MIAMI, FL 33150 RE: Contingency Letter Application Document No: AP318698 Centrax Permit Number: 13 -SG- 351354 OSTDS Number: 55 NW 94 St MIAMI, FL 33150 Lot: Block: Subdivision: Miami Shores Dr. Ana M. Viamonte Ros State Surgeon General August 02, 2007 Dear Applicant: This will acknowledge receipt of an application dated 07/30/2007 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. If you have any questions on this matter, please call our office at (305) 513 -3459. Enclosures cc: v.1 Fax Dade NW 7769 48 Ste St MIAMI, FL 33166 305 513 -3459 A STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS AG ET i 7/7:4)1, /e0 /7/ <!_ APPLICANTS - LOTS 74-c),0 BLOCK: / / 7 SUBDIVISION:A ,,19/0/(6--s- /- / PROPERTY ID is j/3/d/ . { 5 (/ , )/ 2 9 [Section /Township /Range /Pace} No. or Tax ID Number) i ,6 /0?-6- PERMIT 0 = TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. ___ PROPERTY SIZE CONFORMS TO SITE PLAN: [ TOTAL ESTIMATED SEWAGE FLOW: 0U AUTHORIZED SEWAGE FLOW: -0 5- UNOBSTRUCTED AREA AVAILABLE: /-?,-)c- - YES GALLONS PER DAY (RESIDENCES -TABLE 1 / OTHER -TABLE 2] GALLONS PER DAY [1500 GPD /ACRE OR 2 apn SQFT UNOBSTRUCTED AREA REQUIRED: /,�Oc� SQFT ====== --=- _= = = == _ = =_ = == = = = = == == =_=- = = =_ =_ -_a -- [ ] NO NET USABLE AREA AVAILABLE: ACRES BENCHMARK /REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT THE MINIMUM SETBA� SURFACE WATER: FV, WELLS: PUBLIC: BUILDING FOUNDATIONS: WHICH CAN BE MAINTAINED FROM THE PRO 4 FT DITCHES /S ALES: FT LIMITED USE: Al r FT PR FT PROPERTY LINES: OSED SYSTEM TO THE FOLLOWING FEATURES FT y�NN RMALLY WET? [ ) YES [ NO I[TE: t • r FT NON-POTABLE: 0 FT FT POTABLE WATER LINES: 0 FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES p°J NO 10 YEAR FLOODING? [ ] YES [;} -NO _10 YEAR FLOOD ELEVATION FOR SITE: fir 17460 FT mn/aktr SITE ELEVATION: FT MSL /NGVD SOIL PROFILE INFORMATION SITE 1 Munsell 'olor Texture Depth 34 ,9h( C1 to USDA SOIL SERIES: MAW to to ,� D to to to -�-�r7 to �� U SOIL PROFILE INFORMATION SITE 2 u se •lo Texture Depth '74 114 Li AO 54 d USDA SOIL SERIES: to to /d "'-to to to to OBSERVED WATER TABLE: .� G^ v� INCHES [ABOVE Van ] EXISTING GRADE. TYPE: [PERCHED) / pfARERTI, ESTIMATED WET SEASON WATER TABLE ELEVATION: 7#(-2 INCHES [ ABOVE / SELarj EXIST7.NG GRADE. HIGH WATER TABLE VEGETATION: [ ] YES [ ° NO MOTTLING: [ ] YES [4 NO DEPTH: (!t7 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: '%1'-7 °' DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH ;] BED [ ] OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: SITE EVALUATED BY: __,1 %,_ DATE: / DH 4015, 10196 (Replaces HRS -H Form 4015 (Pape 3) which may be used) (Stock Number: 5744 -003- 4015 -1) Page 3 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ON -SITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ ] New System [ ] Repair APPLICANT: [] Existing System [ ] Abandonment PERMIT NO. rf `` j jq-, -,q DATE PAID: FEE PAID: RE -IPT #: :1 [ l Holding Tank [ ] Temporary ( 1 Innovative [ AGENT: TELEPHONE: MAILING ADDRESS: -' = _= ! (k) 1Z,,/ f /-4A .11/001.5 2.5 • = = = = = = _ = = = = = = = = = = TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICE SED PURSUANT TO;`4O9.105(3)(m) OR 489.552, FLORIDA STATUTES. - .- _ = =,_, = = = = =_ = =_ =__ = == = = = PROPERTY INFORMATION LOT: t / ° �� BLOC se° / SUBDIVISION: f i +4n1; 1`tS PROPERTY ID 0: , . ,.- /7. PLATTED: 12-- 6 r 31 11'361 - © -0-Pao ZONING: I/M OR EQUIVALENT: ( Y / N ) PROPERTY SIZES ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [,l ] <=2000GPD [ ] >2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / NO DISTANCE TO SEWER: ,U/A FT PROPERTY ADDRESS: - - - r / ST j / DIRECTIONS TO PRQPET: J:4; ',,k, ;75-h4 )J/ L=� S it, A 1 >/ , : - 41, i79ASr L�fl' \2 /3/('k.C;" 4.6 BUILDING INFORMATION Unit Type of I4 RESIDENTIAL ( ] COMMERCIAL No. of Building Commercial /Institutional System Design No Establishment Bedrooms Area Sq Ft Table 1, Chapter 64E -6, FAC 1 2 3 4 fit "r) [ ] Floor /Equipment Drains [ ] Other (Specify) � a A , SIGNATURE:. , - a �� d :) j 1. 'ti e 1�� t! DATE: "7 ' ' 7 DH 4015, 10/97 - Page 1 (Previous editions may be used) t) Stock Number: 5744 -001 - 4015 -1 i'c'y Page 1 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH • APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PET .43T )'fir, Permit Application Number t,, 160 (13 PART II - SITE PLAN Scale: Each block represents 5 feet and 1 inch 50 feet. Site Plan submitted Plan Approved By Signature - Not Approved Title Date County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 10/96 (Replaces HRS-H Form 4015 whlcii may be used) (Stock Number: 5741. 002.1015.6 Page 2 cif 3 U.S. PARTM OMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name KEVIN TROIKE Forl u nce Pbe ink, Use: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 55 NW 94 STREET Company NAIL Number City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 19&20 BLK 167 MIAMI SHORES SECTION 6-A PB 12 PAGE 54 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat.25 °51'41.55'N Long. 80 °11'55.14'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or endosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or endosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings In A8.b to obtain flood insurance. sq ft sq in Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A9. For a building with an attached garage, provide: . a) Square footage of attached garage sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 120652 B2. County Name MIAMI -DADE B3. State FL 84. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 1202500090 J 7 -17 -95 7 -17 -95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile ® FIRM ❑ Community Determined 0 Other (Describe) BI1. Indicate elevation datum used for BFE in Item B9: E'NGVD 1929 ❑ NAVD 1988 0 Other (Describe) B12. Is the building looted in a Coastal Barrier Resources Syste'rfi (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ENo Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* E Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the buiid'mg diagram specified in Item A7. Benchmark Utilized DCBM =N-568 ELEV= 9.65'NGVD Vertical Datum NGVD 1929 Conversion/Comments NA a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) c) d) e) f) 9) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 11.13' feet 2113' E feet W� 1 . ❑ feet N/A._ ❑ feet N/A._ ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 9.19' E feet ❑ meters (Puerto Rico only) 9.20' rA feet 0 meters (Puerto Rico only). • SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name DAVID L. FUTCH Title VICE PRESIDENT Address 7154 SW 47 STREET SUITE C License Number 4843 Company Name GLOBAL DIMENSIONS, INC. City MIAMI State FL ZIP Code 33155 Date 4 -16-07 Telephone 305- 512 -4225 (isvA(W- IMPORTANT: In these spaces, copy the corresponding Information from Section A. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 55 NW 94 STREET City MIAMI State FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD FOR NW 94'. STREET= 9.79'NGVD FFE FOR TWO STORY CBS RESIDENCE =9.51' SECOND FF= 19.51' Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items E1-E5. lithe Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who'completes Sections A, B, and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authors Representative's Name Address City ZIP Code Signature Date Telephone Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) 51 Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items 08. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA issued or community - issued BFE) or Zone A6. 03. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: Lj feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet 0 meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/14/2008 Inspector: Bruhn, Norman Owner: TROIKE, KEVIN 16 Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Block: Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Phone: (954)454 -1948 Building Department Comments REMOVE AND REPLACE ALL DAMAGE DRYWALL UPDATE PLUMBING ELECTRICAL MECHANICAL AS PER SUBMITTED PLANS. GARAGE ENCLOSURE, RE -BUILD EXISTING POCH OF ACCESORY BUILDING Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 78203. CC PARTIAL FINAL 3/20/08 Pending Item: 1) Inspection of Rear Cabana. Failed 2) Final Electrical and Plumbing for rear Cabana. '� `� 3) Final Plumbing for bathrooms in first floor of main house. 2nd floor bathrooms are OK. - N Correction 4) Installation and inspection of hurricane shutters in non - impact windows Needed on the first and seconf floors. OK to occupy house. Items 3 & 4 above are to be completed by May 15, 2008. CG Re- Inspection Qe Cr:9..4.44e, ,..1' Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 10, 2008 Page 1 of 2 .d Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/04/2008 Inspector: Bruhn, Norman Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC NOV 0 5 Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Block: Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Phone: (954)454 -1948 Building Department Comments REMOVE AND REPLACE ALL DAMAGE DRYWALL UPDATE PLUMBING ELECTRICAL MECHANICAL AS PER SUBMITTED PLANS. GARAGE ENCLOSURE, RE -BUILD EXISTING POCH OF ACCESORY BUILDING Passed j " V fr\JJ .9 Inspector Comments CREATED AS REINSPECTION FOR INSP- 97335. CREATED AS REINSPECTION FOR INSP- 78203. CC PARTIAL FINAL 3/20/08 Pending Item: 1) Inspection of Rear Cabana. 2) Final Electrical and Plumbing for rear Cabana. 3) Final Plumbing for bathrooms in first floor of main house. 2nd floor bathrooms are OK. 4) Installation and inspection of hurricane shutters in non - impact windows on the first and seconf floors. OK to occupy house. Items 3 & 4 above are to be completed by May 15, 2008. CG Same comments P fZedivc-Q -olc Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, November 3, 2008 Page 1 of 2 AA26001388 August 1, 2007 Miami Shores Village Building Deparment 10050 NE 2'd Avenue Miami Shores, Florida 33138 n 1'1 «• d. to k- 1l. i k • _ -.!,� = 11 - i_L • ?l a•!K_...C. .,11J 111 =�L._ Addition to Troika Residence: Building (July 20, 2007) 1. Sheet A is to show all walls and areas P Please see demolition plan shown with 2. Provide Product Approvals reviewed and P Please see attached two approved sets of 370 NE 101s1 Street Miami Shores, Florida 33138 telephone 305 - 310 -5030 fax 1- 877 - 408 -8280 email bruceai @comcast.net Structure (July 10, 2007) 1. Need calculations for all new beams, slabs, etc. Structural calculations worksheet was missing sheet 2. 2. Show 2nd floor framing See sheet S-2 for overall 2nd floor. Existing windows to be replaced with same size windows are left as existing. 3. Show roof framing plan. See sheet S-1 for partial cottage framing plan showing connections, uplift and spacing of trusses. See sheet S-2 for Connector Schedule. No other roof work in scope of work. 4. Submit wind load calculations for wall and roof. Structural calculations worksheet was missing sheet 2. 5. Cut a section through garage See sheet A -6. All free - standing concrete block walls to reagve an ex8 concrete cap wiifi,2-#5-13ars in the middle. 6. Submit product approvals for doors and windows. Please see attached two approved sets of Product Approvals. *. Calculations are not carried through. Structural calculates worksheet was missing sheet 2. 7. Calculations to be signed and sealed. See attached calculations Sincerely, Victor J. Bruce A.Y.A. July 20, 2007 CITY COPY Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 07 -835 Job Name: Addition for Troike Res. Page 1 of 2 Building Critique Sheet . Sheet A -la is to show all walls and areas to be demolished or removed and prepared for proposed new work. 2. Provide Product Approvals for all windows and doors as required by FBC 2410.4 reviewed and approved by the rchitect of Record. 133. dress comments from Structural reviewer. Verify riser and thread dimensions of proposed stairs so they comply with the requirements of the FBC section 1009.3 & 093.1. Check note 17 on sheets. Submit permit plications for E trical, Mechanical, (#*th IS ) lumlsing and De . As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of e building are involved in structural alteration" Plans must be submitted to DERM, HRS for review and ap '.royal and to Miami -Dade County Planning & Zoning for ayment of impact fees. Provide a note on the plans of the termite requirements for all new slabs to be placed on new soil as required in the FBC section 1816. r ke o 1/z 51U`t 1'. i s M. st Cart eVei 14 9. Sheet A -3 shows some new windows to be non impact resistant. FBC section 2413 requires all new doors and windows to comply with the impact requirements of Chapter 16 of the FBC, therefore if this windows are not impact resistant then they shall be protected by an approved Hurricane shutter system to comply with Chapter 16. Provide Product Approvals for the proposed shutters on these windows and a permit application for the shutters or change note on the plans to show all new windows and doors to be impact resistant. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. (All revised sheets are to be inserted in the plans and voided sheets (one set) submitted with revised plans for the final plan review) Provide an Errata sheet with the location of all revisions done or mark revised section in revised plans. Claudio Grande CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 47- 8 3C Job Name 7-reuse Date /ID /O'7 2 a RLV /Ew noxa STRUCTURAL CRITIQUE SHEET /Vey D ula /1b5 .et// ,Ate4mos, s /�Ir e . he") Cv/s.. Ieln/' cells 6v 2 .4F /. &ra Psa; Plan afe4,- /fra Cd' 5 Ai- 'Iv doevs, Pew', Reef FP-4141,1;79 Plan . fJ %At rear /,on up1i ' rahcres c 7-7/71/ 6�Gr /71 reiM f-5 srec i17 i4e copinez4r5 /tz rhi;J c-er . p( c .rimed /64 d! 6eziete/a h6; w4.G /s JyIL?r tale dei19y pP 53ures ern a/1 new ez>1;4alocvs , do -ors 54i' y . p/,evs .). Sh - '4-44 A © C4-1* 4 Sec-47;11d p'Jir�. oew / (4 IA 0)e Gar Goara e'° i Shy- ed --0151r; . -r-►...1 All / beI- /a1r 5 bn Y . ,v.' /5 14-0-w door w /j%tolttws hiptligh/ ✓a4'rs &1htch G f'1 fate dest7n pre 3-54re5a C watt ` it s Ore j1 r(,c 74 end t 4c/7 t$ Y 'oo,te 1/77e4lhe.e5 � 17e01,--(1) 4 (-) p,e ,$i(etre 1-- aeiat PS a e64_/644,14 1-1vr25 are �o b-e .5/14,e-,01 4 Sea led Cc �rry i�uaat j 014 7Yz I° 15 TK AO Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. &7-835 Job Name 7r4 /( Date 7744 STRUCTURAL CRITIQUE SHEET , cope Wvr-A Pn ,1j44;17a& d reirfr7V j,a /c4 /-h e Gaa-roli"oci e • 50Amd Ca '1fr/e wind lead 4x.144 Ia //;n 5 • .SL►,vskr G i4 -fed /Dads 0, e dow5' A- oars Art elermh,;rts d,pv- 15 pal SCJ*edWeet. 5440'1 ' rrodA,d ,4,,�,rnVa.is fb shave Cawyd1Ah ct rerfh of uript I J ,gads . NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 6C67 l 6 3 . • TAX FOLIO NO. //-3161 'C y.16l a d STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. illllllilIIIII{ 1111111 llh1NNllllllll1 CF1 200 r WI422082 OR Bk 25568 Ps 0221; (1as) RECORDED 04/26/2007 14:25:10 HARVEY MIN? CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: '�5 ,js1J f 41fitf /4", P2- 3 (56 2. Description of improvement: d 11, a P (c j name nd addre s: 3. Owner s) Interest in property: d-btJb4rej-' Name and address of fee simple titleholder: Q- 5'99 x 9a- j5 j 4 4. Contracto 's•name and address: 5. Surety: (Payment bond req 'red Name and address: Amount of bond $ 6. Lender's name and address: STATE OF FLOM by owner from contractor, if aneYCERTtFYthstrh/s/s -- �ysotMe w! l al file; in this office on A nA _ day of AD 20 .VITNESS m hand and Official Seal. IARVEY RUVIN, R 3y ex °t!,1ry citex C± 7. Persons within the state of Florida designated by Owner upon whom nt' es or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ date is specified) Signature of Owner Print Owner's Name Sworn to and subscribed before me this day of Notary Public Print Notary's Name My commission expires: ,fir Prepared by i-' ( 6 u S' w 0 1/1: . 123.01 -52 PAGE 4 8/02 Address:240 t P.) k - a_ e "AO 6u 'fi t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RCO1'I5 CL Inspection Date: 06/16/2008 Inspector: Levrock, James Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: SEROTA PLUMBING CO Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Phone: (305)672 -7252 Building Department Comments NEW GAS PLUMBING FOR ADDITION INTERIOR REMODEL PIPE AND FIXTURES Ins , B e 4 f it Comments ; !' *OM DOWN STAIRS Passed Failed' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, June 13, 2008 Page 1 of 2 • • •• •• • • • • • • • • • ••• • • • • ••• • •• •• ••• • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE:'O0`.> E (B:GCO) ; PRODUCT CONTROL DIVISION • • • • • FOMMMIN •: • Mk AUG 2 0 `001 • �I •• BY:.. • ••• • • • • • • • • • • NOTICE OF ACCEPTANCE mom �.. AC Shutters and Awnings, Me • • • • •: • ; • •. 9811 N.W. 80th Avenue, Suite•'4 • • • • • •••. • • • Hialeah Gardens, Florida 33016 SCOPE: _Re t� Too a-5 H. R l JCJC$ 3 t G�4 e e l 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Mid -Rise Bertha " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -372, titled "ASSA /Mid -Rise Bertha Accordion Shutter ", sheets 1 through 9 of 9, and sheet lA of 9, prepared by Tilteco, Inc., dated December 01, 2005, signed and sealed by Walter A. Tillit Jr., P.E. bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by 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 the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. LINTY, FLORIDA GLER BUILDING EET, SUITE 1603 ORIDA 33130 -1563 (305) 375-2908 codeonline.com 6 1.123l2.-0 0 (, NOA No 05- 1220.15 Expiration Date: 02/23/2011 Approval Date: 02/23/2006 Page 1 • • ••• • • • ••• •• • • • . • • • •. •. • . • • • • • • • • • • • • • • e.. • • • • • • • • • • • • • • ••• • • • • • ••• AC Shutters and Awiina , Inc., • .•• •••• •••• • • • NOTICE la ' AocEI/TmN iE; : EVIDENCE SUBMITTED A. DRAWINGS: • •• •• ••• •• 1. Drawing 14 . n372; '2; tilted :ASS} if Bertha Accordion Shutter", sheets 1 throug1i.9 oj9� arid sfieit MA , prepared by Tilteco, Inc., dated December 01, 2005, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS: 1. See Association's generic approval under 05 -0236. C. CALCULATIONS: 1. See Association's generic approval under 05 -0236. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 05 -0236. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated December 01, 2005, certifying this product to meet the criteria of product tested and approved and allowing AC Shutters and Awnings, Inc. to use the test results approved under Dade County Approval No. 05 -0236, signed by Ms. Legny Santana. 2. Acknowledgment letter by AC Shutters and Awnings, Inc., dated December 12, 2005, signed by Mr. Armando Colon. 3. Letter by Tilteco Inc., dated December 09, 2005, certifying that the drawing (No. 05 -372) prepared for AC Shutters and Awnings, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 05 -139). E 1)41/62 Heimy A. Makar, P. E. Product Control Examiner NOA No 05- 1220.15 Expiration Date: 02/23t2011 Approval Date: 02/23/2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/20/2007 Inspector: Grande, Claudio Owner: TROIKE, KEVIN NOV 21 Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Block: Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Phone: (954)454 -1948 Building Department Comments REMOVE AND REPLACE ALL DAMAGE DRYWALL UPDATE PLUMBING ELECTRICAL MECHANICAL AS PER SUBMITTED PLANS. GARAGE ENCLOSURE, RE -BUILD EXISTING POCH OF ACCESORY BUILDING Passed Inspector Comments PARTIAL FRAMING 2ND FLOOR 11/20/07 1) Seal all the penetrations thru top and bottom track, and exterior walls. 2) Top 1x2 at ceiling height shall be continuos. ) Seal all penetrations at top of all chase walls. 4) Pending top out inspection. 5) Bearing wall by stairs at 1 floor shall have 5/8" type x drywall continuos from bottom to top track. 11/20/07 CG 1 Failed ' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, November 20, 2007 Page 1 of 2 AA26001388 November 6, 2007 Miami Shores Village Building Deparment 10050 NE 2nd Avenue Miami Shores, Florida 33138 `permit No. RC-07 -835 Job Name: Addition to Troike Residence CI Y IM@ME77,71 la NOV 1 6 Dear Inspector, The change in the rake beam (RB-1) of the accessory structure from #8 re -bars top and bottom to #5 re -bars top, mid, and bottom is acceptable. 370 NE 101.1 Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1- 877 - 408 -8280 email bruceai @comcast.net • • • • • •• • • •••• • • •••• • • •• •• • • 00.0.0 • • • • • • • • • ••• • • • •• • • • • • • • • •••• • • • • •••• • • • •• • ••• • • • • • • • ••••• • • • • • •0000• • • • • FORM 600A -2004R Tested sealed du•Cts•r u §t t e certified in this house. EnergyGauge® 0. SUMBIIgii.tA CI I,.ATIONS Residential Whole Building Performance Method A - Details • • • •• •• • • • ••••• • • • • • - - - - - IADDRESS: NW 98 Street, Miami Shores, FL, • • • 4 • •• • • • •- • • • • • PERMIT #: BASE '• •'• • • •• •• •• • AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area - Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 3273.0 30.53 17986.0 1.Single, Tint N 1.0 7.0 44.0 29.33 0.98 1270.0 2.Single, Tint S 1.0 ' 7.0 32.0 55.34 0.98 1727.0 &Single, Tint E 1.0 7.0 52.0 65.40 0.98 3339.0 4.Single, Tint W 1.0 7.0 12.0 58.39 0.98 688.0 5.Single, Tint N 1.0 7.0 64.0 29.33 0.98 1847.0 6.Single, Tint S 1.0 7.0 44.0 55.34 0.98 2375.0 7.Single, Tint E- 1.5 7.0 18.0 65.40 0.94 1108.0 8.Single, Tint, W 1.0 7.0 28.0 58.39 0.98 1607.0 9.Single, lint S 1.5 7.0 6.0 55.34 0.91 302.0 10.Single, Tint W 1.5 7.0 3.0 58.39 0.94 164.0 As -Built Total: 303.0 14427.0 WALL TYPES Area X BSPM = Points Type R- Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Lt Wt Int Insul, Exterior 4.2 1454.0 1.84 2675.4 Exterior 3178.0 2.70 8580.6 2. Concrete, Lt Wt Int Insul, Exterior 4.2 1724.0 1.84 3172.2 Base Total: 3178.0 8580.6 As -Built Total: 3178.0 5847.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 21.0 9.40 197.4 Exterior 21.0 6.40 134.4 Base Total: 21.0 134.4 As -Built Total: 21.0 197.4 CEILING TYPES Area X BSPM = Points Type (White Roof) R -Value Area X SPM X SCM = Points Under Attic 2366.0 2:80 6624.8 1. Under Attic 30.0 2603.0 2.77 X 0.55 3965.7 Base Total: 2366.0 6624.8 As -Built Total: 2603.0 3965.7 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 1. Raised Wood, Post or Pier 0.0 1941.0 5.02 9741.9 Raised 3273.0 -2.16 - 7069.7 2. Raised Wood, Adjacent 0.0 1332.0 3.40 4528.8 Base Total: - 7069.7 As -Built Total: 3273.0 14270.7 INFILTRATION Area X BSPM = Points Area X SPM = Points 3273.0 18.79 61499.7 3273.0 18.79 61499.7 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCSB v0. 'FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 0. ... .. • • • .. .. . SUMM$0,0�CULATIONS Residential Whole Building Performance Method A - Details • ••• • • • ... .. . .. • . -. • • • ADDRESS: NW 98 Street, Miami Stickel, FL, :..:. ••• PERMIT #: BASE • . .... • : :.• .. • .. AS -BUILT • Summer Base Points: 87755.8 Summer As -Built Points: 100207.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 36000btuh ,SEERIEFF(13.0) Duds :Att(S),Con(R),Int(AH),R6.0(INS) 100208 0.38 (1:04 x 1.000 x 0.90) 0.260 0.857 7825.6 (sys 2 Central Unit 18000btuh ,SEER/EFF(13.0) Duds :Att(S),Con(R),Int(AH);R6.0(INS) 100208 0.19 (1.04 x 1.000 x 0.90) 0.260 0.857 3912.8 (sys 3: Central Unit 24000btuh ,SEERJEFF(13.0) Duds :Att(S),Con(R),Int(AH),R6.0(INS) 100208 0.25. (1.04 x 1.000 x 0.90) 0.260 0.857 5217.1 (sys 4: Central Unit 18000btuh ,SEER/EFF(13.0) Duds :Att(S),Con(R),Int(AH),R6.0(INS) 100208 0.19 (1.04 x 1.000 x 0.90) 0.260 0.857 3912.8 87755.8 0.3250 28520.6 100207.9 1.00 0.934 0.260 0.857 20868.3 - EnergyGaugem DCA Form 600A-2004R EnergyGaugelD/FIaRES'2004 FLRCSB v0. FORM 600A -2004R Tested sealed durrts.l lust t e ccrtj l @d in this house. EnergyGauge® 0. WINTERi C.I,LATIONS Residential Whole Building Performance Method A Details • • • •. .• • • • ••• • • • • • • • • • IADDRESS: NW 98 Street, Miami ShbreS, FL, •:• • • • .. • • • • • • PERMIT #: ••• BASE __.. .':._. •• • ;'- -•• AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 3273.0 3.60 2121.0 1.Single, Tint N 1.0 7.0 44.0 6.11 1.00 268.0 2.Singie, Tint S 1.0 7.0 32.0 4.79 1.00 152.0 3.Singie, Tint E 1.0 7.0 52.0 5.05 1.01 265.0 4.Single, Tint W 1.0 7.0 12.0 5.65 1.00 67.0 5.Single, Tint N 1.0 7.0 64.0 6.11 1.00 389.0 6.Single, Tint S 1.0 7.0 44.0 4.79 1.00 210.0 7.Single, Tint E 1.5 7.0 18.0 5.05 1.02 92.0 8.Single, Tint W 1.0 7.0 28.0 5.65 1.00 157.0 9.Single, Tint S 1.5 7.0 6.0 4.79 1.01 29.0 10.Singie, Tint W 1.5 7.0 3.0 5.65 1.00 16.0 As -Built Total: 303.0 1645.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Lt Wt Int Insul, Exterior 4.2 1454.0 0.78 1134.1 Exterior 3178.0 0.60 1906.8 2. Concrete, Lt Wt Int Insul, Exterior 4.2 1724.0 0.78 1344.7 Base Total: 3178.0 1906.8 As -Built Total: 3178.0 2478.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 21.0 2.80 58.8 Exterior 21.0 1.80 37.8 Base Total: 21.0 37.8 As -Built Total: 21.0 58.8 CEILING TYPES Area X BWPM = Points Type (white Roof) R -Value Area X WPM X WCM = Points Under Attic 2366.0 0.10 236.6 1. Under Attic 30.0 2603.0 0.10 X 1.04 271.8 Base Total: 2366.0 236.6 As -Built Total: 2603.0 271.8 FLOOR TYPES Area X BWPM = Points Type R- Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 1. Raised Wood, Post or Pier 0.0 1941.0 0.99 1911.9 Raised 3273.0 -0.28 -916.4 2. Raised Wood, Adjacent 0.0 1332.0 1.70 2264.4 Base Total: - 916.4 As -Built Total: 3273.0 4176.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 3273.0 -0.06 -196.4 3273.0 -0.06 -196.4 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCSB v0. FORM 600A -2004R Tested sealegi dgctts•Cnust to Nrtjfjgd in this house. EnergyGauge® 0. •• •• • • • •• •• • WINitiRia til ATIONS Residential Whole Buildin9 Performance Method A Details • • • • • • •• ••• • • ••••• ••••• IADDRESS: NW 98 Street, Miami Shores, FL, • : • • % • • • • • PERMIT #: EnergyGauge m DCA Form 600A -2004R EnergyGaugee /FiaRES'2004 FLRCSB v0. BASE '• • • ••• • • • • •••' • •• • '• AS -BUILT • Winter. Base Points: 3189.4 Winter As -Built Points: 8434.3 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Heating Points 3189.4 0.5540 1766.9 (sys 1: Electric Strip 34120 btuh ,EFF(1.0) Ducts:Att(S),Con(R),Int(AH),R6.0 8434.3 0.400 (1.088 x 1.000 x 0.91)1.000 0.902 (sys 2: Electric Strip 17060 btuh ,EFF(1.0) Ducts:Att(S),Con(R),Int(AH),R6.0 8434.3 0.200 (1.088 x 1.000 x 0.91)1.000 0.902 (sys 3: Electric Strip 17060 btuh ,EFF(1.0) Ducts:Att(S),Con(R),Int(AH),R6.0 8434.3 0.200 (1.088 x 1.000 x 0.91)1.000 0.902 (sys 4: Electric Strip 17060 btuh ,EFF(1.0) Ducts:Att(S),Con(R),Int(AH),R6.0 8434.3 0.200 (1.088 x 1.000 x 0.91)1.000 0.902 8434.3 1.00 0.990 1.000 0.902 3014.6 1507.3 1507.3 1507.3 7536.4 EnergyGauge m DCA Form 600A -2004R EnergyGaugee /FiaRES'2004 FLRCSB v0. FORM 600A -2004R Tested seale,0 ducts jnust to cgrtiifgd in this house. EnergyGauge® 0. WATER HEATIN6. &•Co3E COMPLIANCE STATUS Residential Whole Building Performance Method A Details • • • •• •• •• • ••••• ••••• ••. • . IADDRESS: NW 98 Street, Miami Shares, FL, • • • • • .• • • • • • PERMIT #: BASE '• • ••• ••• AS -BUILT • WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Points Hot Water Points Volume Bedrooms Ratio. Multiplier 5 2273.00 Heating + Hot Water Points Points 11365.0 100.0 0.66 5 0.77 1203.45 1.00 4628.7 1767 11365 30.0 0.93 5 0.23 2248.56 1.00 2594.5 7536 7223 35628 As- Built Total: 7223.2 PASS EnergyGauge'"" DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCSB v0. CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 28521 1767 11365 41653 20868 7536 7223 35628 PASS EnergyGauge'"" DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCSB v0. FORM 600A -2004R • • •••. • • • ••• •• •• • • • • •• •• • • CodeCbrbgi'iianbg.Checklist Residential Whole Building Performance Method A - Details EnergyGauge® 0. • • • •• •• • • • • • • • • • • • • • • • • • • • IADDRESS: NW 98 Street, Miami Shorts, FL, • : • •:. • • • • • PERMIT #: 6A -21 INFILTRATION REDUCTION COgj)eLJAjVCe CNfCWST•, COMPONENTS SECTION RVIIIR€IiijEitTSD FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 j\41xirOurii:.3 gttn/ /q.41 v irlovlAr%a; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts , 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauget1' DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCSB v0. Tested sealegi ducts•mu *t be certLflgd in this house. ENERGY PEI .CE LEVEL (EPL) JMSP4Y CAS • • • • • • • • • !. • ••• ESTIMATED ENERGY PERFORMANCE SCORE* = 88.9 The higher VI stow:, !h none ptient the home. 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? • •• • • •' -• • ••• •• Kevin Troike, NW 98 Street, Miami Shores, FL, New Single family 4 5 No 6. Conditioned floor area (ft2) 3273 112 7. Glass typel and area: (Label read. by 13- 104.4.5 if not default) a. U- factor: (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Raised Wood, Post or Pier b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Light Weight - Int Insul, Exterior b. Concrete, Light Weight - Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types (white roof) a. Under Attic b. N/A c. N/A 11. Ducts(Leak Free)(white roof) a. Sup: Unc. Ret: Con. AH: Interior b. 3 Others Description Area 7a(Sngle Default) 303:0 ft2. 7b. (Tint) 303.0 ft2 R=0.0, 1941.0ft2 R=0.0, 1332.0ft2 R=4.2, 1454.0 ft2 R=4.2, 1724.0 ft2 12. Cooling systems a. Central Unit Cap: 36.0 kBtu/hr _ SEER 13.00 _ b. Central Unit Cap: 24.0 kBtu/hr SEER: 13.00 c. 2 Others Cap: 36.0 kBtu/hr _ 13. Heating systems a. Electric Strip b. Electric Strip _ c. 2 Others Cap: 34.1 kBtu/hr _ COP: 1.00 Cap: 17.1 kBtu/hr _ COP: 1.00 Cap: 34.1 kBtu/hr _ 14. Hot water systems a. Natural Gas Cap: 100.0 gallons EF: 0.66 b. Electric Resistance Cap: 30.0 gallons EF: 0.93 c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) R =30.0, 2603.0 ft2 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, 60.0 ft _ MZ- H- Multizone heating) Sup. R=6.0, 50.0 ft2 _ I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:. Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar designation), your home may quali6, for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community ,Affairs at 850/487 -1824. MZ -C, PT, CF, MZ- _ 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on y ges 2&4. EnergyGauge® (Version: FLRCSB v0.) • • ••• • • • •■•. •• •• • • • ■•• •• • • • • • • • • • • • • • • • • • • • • • ••• • • . • • Enerby ddo odinpliance • ••• • • • ••• DucESyslerii Perfo arice Report Project Name: Address: City, State: Owner: Climate Zone: 06067 - Troike Residence NW 98 Street •• Miami Shores, FL Kevin Troike South • • • • • • • • • • •• • •• •• •• oo • • • •• oo • • • • •• •• ••• • • • • ••• •• Builder: Permitting Office: Permit Number: Jurisdiction Number: 232600 Miami Shores Total Duct System Leakage Test Results CFM25 Total Duct Leakage Test Values Line System Duct Leakage Total Duct Leakage to Outdoors 1 System1 cfm25(tot) cfm25(out) 2 System2 cfm25(tot) cfm25(out) 3 System3 cfm25(tot) cfm25(out) 4 System4 cfm25(tot) cfm25(out) 5 Total House Duct System Leakage Sum lines 1-4 Sum lines 1-4 Divide by Divide by (Total Conditioned Floor Area) (Qn,tot) (Total Conditioned Floor Area) = (Qn,out) Receive credit if Qn,tot< 0.03 Receive credit If Qn,out< 0.03 AND Qn,tot< 0.09 I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section 610.1.A.1, Florida Building Code, Building Volume, Chapter 13 for leak free duct system credit. Signature: Printed Name: Florida Rater Certification #: DATE: Florida Building Code requires that testing to confirm Teak free duct systems be performed by a Class 1 Florida Energy Gauge Certified Energy Rater. Certified Florida Class 1 raters can be found at: http://energygauge.com/search.htp BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v0.) i1KL111L -,Eric 11'14, a 40 2oacnA vir + 1 �-S0a -tan► as as Sn3 N* Isc 4r c:1301'49. AvAZ d opt I =SLS '11-"wA 91 s - 's vyH( 4, s / 3 33looe ic w igs (,i . ' : +,b. PM %S. - 31,0c,2 •N0"1 erne An bnvi it, 0 � .tr 19 * L Zlb 41S147 .314"i issive • • • •.•• • • ••• • • • • • • • • • • • • • • •i• . • • • • • • •• •• • • ••• • • • •••.• •••• • •• •••• • • ••• • • • • • • • • • • • • • • •• •• • • AA26001388 August 1, 2007 Miami Shores Village Building Deparment 10050 NE 2nd Avenue Miami Shores, Florida 33138 CITY OPY Permit No. RC -07 -835 Job Name: Addition to Trolke Residence 'C - • - _ k _ • 1 - �-i1L �! -1!1. -_ •• _ =^ • 1 • Us reli! _ .- - �J floor and roof, as per sheet A -ia of construction set. Claudio Grande, The structural alterations to the house located on 55 NW 94th Street consist of the relocation of the front entrance concrete block wall to the same line as the rest of the front elevation and the relocation of the stair to the opposite side of an existing wood - frame bearing wall. The existing structure in the altered areas consists of 2x8 floor rafters spanning north and south and supported at the block walls by 8x12 tie beams and by the wood frame bearing wall in the center. This Toad -wring wall is supported by a continuous spread concrete footing. The prod scope of work rebuilds the wood frame toad - bearing wall with 2x6 wood studs @ 16" o.c. and blocking © 2' -0" o.c. to support the new 2x8 floor rafters above the kitchen. The rafters bear on the load bearing wall with H2.5 connectors. On the opposite side of the stair, the new 2x8 rafters bear on the new 6x15 giulam beam and the new concrete beam above the entrance door with LUS26 connectors. This glulam beam is supported by a new 3x3x1/4 steel column and a new concrete column. As a result, the proposed structural design probably surpasses the loads applicable at the time the building was constructed (circa 1937). 370 NE 101,, Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1- 877 - 408 -8280 email bruceai&comcast.net Maiggign X162 «16111 /ID :.• • • • ••• • • • ••• •• •• • • • • •• •• • : MAY -?}4J IdNNTY BUILDING DEPAR • • • • ` • • MU SW 26 Street MIAMI, FLORIDA 33175 eitt µk services under the Florida structures as of Florida. • ••• ••�� • • • ��y •, k! , \ I - �T 1 - .. 1 11• : J I D 16, r i i101: ?WPM, h&j AlOitlhaaJall'A TBE RL ORIDA BiMING CODE •k1� Ce to perform special inspector . 1.1 C,040004 at thin. ItioolKe VecotWei GEE project on the below listed • () T ems registered architect or professional engineer licensed in the State of PROCESS NUMBERS: ti 01 • $3 J [J SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES > 35FT LONG OR 6FT HIGH 2319.17.2.4.2 (84409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (84407.5.4) PECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1 ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR LIGHTWEIGHT INSULATING CONCRETE FBC 1917.2 (R4405.12.2) ❑ SPECIAL INSPECTOR FOR jig: Only the marked boxes apply. The following individual(s) employed by this firm or ire are authorized representatives to perform inspection * 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include ltcensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successJinl completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I, (we) will notify Nfiami -Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are ilk gislitign, to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer /Architect Name \Acr 'j. 1:312-ace Address t0k 4PRrk144 5PCWS Phone No. *OS' V O • 3Y C; DOCUME- MWANCHAr1.0 0KOCALS-1 \Tamp Mi02 Special C) Lop.doo Rev. 0228/02 • • • • • • • JOEi SHEETNO • • • 7.145‘. • • • • • • • • • • • • • • • • • • .SHEEINO 14.. ' OF • • • • • • • • • • • 410 IP • PPP • • , • • P•jl' CALCULATED • • • • PHECkEb BY.; • • • • ----- • • • * F i. , ;I 1 • . rift- • , i o ,.. , • : . , • • • • il * 74` 4 ' •• • ; .1! 1. or I • i • 1 0 4 . i : t - I ; ' sois'ir7 I iis'-- 4 ---- -ti, • Z ' I 1 ' . I , I ee, elt .I. i 1, 16 /6 :••• •* • te a + . • I 1 • ' • • •, • • • • • • ; • I I : • I. .1 • 4 • - ' • • • 4t -2.-1.9—si• • .1 L014014:1 • L s'. 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"" j t . i. n .1-- ! # I 4 • • • ••• • • • •• •• • • • •• 00 • • • • • • • • • • • • ••• .• • • • • • • • • _ .. • • ••• • • • • • .. . .• . • '_ ••• .. • • • . b TED • • 5. 4:;.1E,1i _» I -» ' 1 i w. • • i ! ' ' i . » »_..» 1 1 . i i .0 i __, i..._,. i ! 4 ___I ! i _ w 1. 4 —_}ww__J_Y» - _w __ »___w »_w_ w. _1__ -»wj » .- .:---i ----f--- ------4---1-----1---4-- .= i'»»! .i i i . i. i i FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® O. FLORIDA ERSFIVIPIPIFICIENCY COD FOR BUILEiING CONSTRUCTION E© / 1' Florida JUL 1.1 2007 Residentiaelq t Ie Briildi ig F ei-Fprmance Method A By: Kt° Project Name: 06067 Troike Residence IZC -�63�j Address: NW 98 Street • • • Permrttmg Of) _Miami Shores " • City, State: Miami Shores, FL •, ;• Owner: Kevin Troike Climate Zone: South •• •.• • ••••••• Builder: ••• •• ,• • • Permit Num • : Jurisdiction tmber® • • • • • • • • • • 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass typel and area:. (Label read. by 13- 104.43 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 303.0 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Raised Wood, Post or Pier R�.0,1941.0ft2 b. Raised Wood, Adjacent R�.0,1332.0ft2 c. N/A 9. Wall types a. Concrete, Light Weight - Int Insul, Exterior R=4.2, 1454.0 ft2 b. Concrete, Light Weight - Int Insul, Exterior R=4.2, 1724.0 ft2 c. N/A d. N/A e. N/A 10: Ceiling types (white roof) a. Under Attic b. N/A c. N/A 11. Ducts(Leak Free)(wbite roof) a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 50.0 ft2 b. 3 Others New Single family 4 5 No 3273 fie (Tint) 303.0 ft2 - R =30.0, 2603.0 ft2 - 60.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. 2 Others (See details) 13. Heating systems a. Electric Strip b. Electric Strip c. 2 Others (See details) 14. Hot water systems a. Natural Gas b. Electric Resistance C 0 a ll kBtu/hr _ :13.00 Cap: 0 kBtu/hr SEER: 13.00 _ Additional Cap: 36.0 kBtu/hr - Cap: 34.1 kBtu/hr COP: 1.00 Cap: 17.1 kBtu/hr - COP: 1.00 Additional Cap: 34.1 kBtu/hr - c. Conservation. credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 100.0 gallons - EF: 0.66 Cap: 30.0 gallons - EP: 0.93 MZ -C, PT, CF, MZ- - Glass /Floor Area: 0.09 Total as -built points: 35628 Total base points: 41653 PASS I hereby certify that the plans a s Ifications covered by this calculation are in complian;�- the Florida Energy Code. PREPARED BY: DATE: 7 /) -0 7 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICI L: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on . ges 2 &4. EnergyGauge® (Version: FLRCSB v0.) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.897 Permit No. Job Name Date MECHANICAL CRITIQUE SHEET 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Permit NO. RC -4 -07 -835 Issue Date: Not Issued Expires:Not Issued Folio Number:1131010340120 Owner's Name: JACQUECINE JOSEPH Job Address: 55 94 Street NW Miami Shores Village, FL Owner's Phone: Total Square Feet: 2600 Total Job Valuation: $ 125,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: No Comments: THE PLANS ARE NOT CONSISTENT WITH THE BUILDING APPLICATION. Date Denied: 4/30/2007 PLEASE CLARIFY IF ACCESSORY BUILDING REMODELING AND WORK ON MAIN HOUSE'S GARAGE ARE INCLUDED IN THE BUILDING PERMIT. APPLICATION TO WORK ON THE FRONT OF THE HOUSE REQUIRES SUBMITTAL OF A ZONING PERMIT APPLICATION AND REVIEW AND APPROVAL BY THE PLANNING BOARD. PLEASE CLARIFY SCOPE OF THE WORK. KITCHENS AND BEDROOMS ARE NOT PERMITTED IN ACCESSORY BUILDINGS . THE STRUCTURE IS NONCONFORMING AS TO SETBACK. THE APARTMENT IF STILL EXISTING IN THE GARAGE IS NONCONFORMING AND ANY MODIFICATION WILL REQUIRE APPROVAL OF THE PLANNING BOARD. Miami Shores Village Bui In • - .. ment 10050 ,, ,,� `�res, Florida 33138 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electrical 5) 756.8972 Permit No. ft - • ? Master Permit No. s,ep 191 Owner's Name (Fee Simple Titleholder) t' : rc �- , A V fi tune, Moue # Mechanical Roofing Owner's Address )5 Nv.1 qL) S( City (A SV►oreS State ,t- Zip 33 ► 50 Tenant/Lessee Name Phone # Job Address (where the work is being done) 55 NvJ City 1Vliami Shores Village County Miami -Dade Zip 3 3150 Is Building Historically Designated YES NO V Contractor's Company Name [t�"li tom_ `1PO8 WI-IC C 10S Phone # 309601- t4,(233 Contractor's Address PO (boy 2 5 City tlrt_ w9 :00 State FL Zip "5:130M Qualifier T� 0 LO til 01∎1 Architect/Engineer's Name (if applicable) )4 Phone # $ Value of Work For this Permit 2400 Square Footage Of Work: C 00 Type of Work: ❑Addition ❑Alteration ❑New tg Repair/Replace ❑ Demolition rA+v►= f . 1 ociA rJ�t Describe Work: -'tP Li. Submittal Fee $ Permit Fee $ t15• 00 CCF $ 1 . S`U CO /CC Notary $ 5 • v0 Training/Education Fee $ ■ C 0 Technology Fee $ 1-1 , 37 �j 1 - Scanning $ 3`0) Radon $ Zoning Bond $ 300.00 "1�vk Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) NW 1ST AVENUE BC 0 FND.I.P.1/2" (NO ID) SKETCH OF BOUNDARY SURVEY SCALE: 1"=20' FND.I.P.10 (NO ID) 0 0,25'. CL U.k 0 LOT 18 BLK167 CL 206.41' 10' Asphalt 15' ALLEY 10000' 0 C 00» N. Conc. a Driveway N v )d 18.70' TWO STORY CBS b MRESIDENCEN: w FF=9.51' N 18.70' A Balcony xV LOT 19 x5' C.L.F.x 57.50' LOT 20 g. s FND.I.P.1/2" NO ID) LA 24.70' TWO STORY CBS RESIDENCE # 55 FF= i1.13' 6.60'x' Tile or 31.80' FND.I.P.1/2` 4 (NOIDb ch• fit' *r gWQ x—r _x035' En v 5' Conc.WaIk 100.03'(M) 100,00'(R) 6.35' C m w L NC 0.30' 50 c. , q or FND.I.P.112" (NO ID) LOT 21 BLK 167 Conc. 23' Parkway g 19' Parkway V 75.00' Total RAN BM USED : DCBM # N -568 ELEV.= 9.65 NGVD NW 94TH STREET FOR: KEVIN TROIKE pROP. ADTh 55 NW 94 STREET, FL 33138 CERTIFIED: KEVIN TROIKE. GREENPOINT MORTGAGE FUNDING, ITS SUCCESSORS ANDIOR ASSIGNS. GUARANTY TRUST & TITLE, INC. ATTORNEY'S TITLE INSURANCE FUND, INC. JOB NO; 0611 -029 FIELD DATE 04-13-07 LEGAL DESCRIPTION: MIAMI - SHORES LOT ;. 19 & 20 BLOCK: 187 SUBDIVISION: SECTION 6-A PLAT BOOK: 12 PAGE 54 OF: MIAMI -DADE COUNTY, FLORIDA, THIS PROPERTY'S MORE THAN 2NILES AWAY FROUTHEWAM !- DADE COUNTY LAKEBELTAREA. SURVEYOR'S NOTES: • 1.) THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY CLIENT. 2.) UNLESS A COMPARISON 18 SHOWN, ALL BEARING, ANGLES AND DISTANCES SHOWN ARE THE SAME AS PLAT VALUES. 3.) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME, IF ANY MAY NOT BE SHOWN ON THE SKETCH. 4.) UNDERGRAUND PORTIONS OF FOOTINGS, FUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. 5.) FENCES TIES ARE TO THE CENTER LINE OF THE SAME. 8.) WALL TIES TO THE FACE OF THE SAME. 7.)ELEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 8.) THERE NO ABOVEGROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. (FLOOD ZONE INFORMATION) ZONE' X COMM: 120652 PANEL. 1202500090 SUFFIX: J DATE; 7 -17 -95 BASE N/A NOTE ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF ON THE CENTER LINE OF PROPERTY LINE, EASEMENT VIOLATIONS{ APPARENT VISIBLE ENCROACHMENTS: COMENTSs ❑ YES XJ NO ❑ YES I)j(l NO ABBREVIATIONS: SINK= Sidewalk, CBS = Concrete Block Structure, CLF= Chain link Fence, PL= Property Line, DUE= Drainage Utility Easement IP= Iron Pipe, AIC= Air Conditioner Pad, P /C= Property Comer, DM= Drilled Hole, WIF= Wood Fence, RE S= Residence, CL= Clear, RE= Reber, UE= Utifty Easement CONC= Conc. Slab, RN= Right of Way, DE= Drainage Easement, CIL= Center Line, 0= Diameter, TYP= Typical, M= Measured, R= Recorded, ENCR= Encroachment, COMP= Computer, ASPH= Asphalt NID Nail & Disc., 5= Set, FFE= Finish Floor Elevation, 0188= Offset, P!P= Power Pole, OHP= Overhead Powerline, WM= Water Meter. G B INC. Land Surveying Services OFFICE: 7154 SW 47 STREETISUITE C MIAMI, FLORIDA 33155 PHONE: (305) 512 -4225 FAX: (305) 512 -1914 1 HEREBY CERTIFY THAT THE ATTACHED SKETCH OF ABOVE SURVEY OF ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATI OF A FIELD SURVEY MADE UNDER MY DI' ON MEETS MINIMUM TECHNICAL STANDARDS SET FORTH BY r, OF PROFESSIONAL LAND SURVEYORS ADBWUSTRATIVE CODE, PURSU STATU REGISTERED LAN1e ••URVEY0 STATE OF FLORID', LB # 0006874 SHEEL OF 1 Miami Shores Village Building Department REInd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET ieurpt; . Sh1.4T ►` / ,fit / %y �► , �' _� %l AWL_ Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 6' APR 2 6 2007 BY: - ��'�------- ------ BUILDING kosf• 9141O7 called Miami Shores Village sPokJe to F c. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATION FBC 2004 Permit Master Permit No. Permit Type (circle) Buildin `) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) � U t u2 ''e,t Phone # '301- J , Ownef's Address -. TA,t.A) .5i Cit CC. U1l ► v -eS State Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Ctoui Miami -Dade Zip 3 FOLIO / PARCEL # 11:60 1 _'0.34iD)oK./ Is Building Historically Designated YES NO Contractor's Company Name V # Contractor's Address 2-(0 M Pa) Sr CityTe Lc) State � Zip Jf6ePi. Qualifier Name 1/4/L/ l�7 {� Phone # State Certificate or Registration No. e C> � 06,05 (v Certificate of Competency No. Architect/Engineer's Name (if applicable) A + , A 5 7 D C (q s Phone # �S e":7 0 Value of Work For this Permit $ Pte' ®0 Type of Work: Addition Alteration Describe Work: Square / Linear Footage Of Work: 7. (P 0 DNew Repair/Replace ❑ Demolition ( Subnir Fee $ Notary $ 5® Scanning $ 45- Bond $ Permit Fee $j�� Training/Education Fee $ — Radon $__ DPBR $ Code Enforcement $ Structural Review. $ be/ O?v -% 6O. 60 +60 CF $ 75 00 CO /CC LSO Technology Fee $ 603, w ?�- ning $ §Et ' 8b mJ s) P4 7.13 of See Reverse side -> MIAMI SHORES VILLAGE Bonding Com Bonding Com City Mortgage Let Mortgage Len City Application is commenced p construction it WELLS, P00 OWNER'S applicable la "WARNING PAYING T� CONSULT COMMENCI Notice to App, promise in go whose properi 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 a pproved and a re' pection fee will be charged. Signature wner or Agent The foregoing instrument was acknowledged before u � me this day of �rr�— , 20 A, by Rld )P1 t 1117 iG who is personally known to me or who has produced 17. ?riven L 1 L As identification and who did take an oath. " NOTARY PUBLIC: Sign: Print: My Commission Expires: The foregoing instrument was acknowledged before me this , day of , 20 O%, by or who has produced • as identification and who IA an oath. NOTARY PUBLI £'`t / my cotrSION tDDB IRES: March 16,2011 ThNBu�►SaM� * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) My Commission Expires: ************************************** * **********t *** * ** ** * * * **** ** 7 S ht cif: Plans Examiner Engineer Zoning T 1 b0 4 FIRE IMPACT FEES HRS /DERM NOC g ei i)V1 ti m • rk or installation has f all laws regulating MEC ANICAL --) ' LUMBING, SIGNS, a• DATES: it o , compliance with all .ECT 1 \I U:L rJbG O o 1' SULT IN YOUR �., N. N p AIN FINANCING, I ' NOTICE OF U' 11.1 0: Z .. .; = Z r. 0 N =t 1e d) 0, the applicant must livered to the person O. Signature wner or Agent The foregoing instrument was acknowledged before u � me this day of �rr�— , 20 A, by Rld )P1 t 1117 iG who is personally known to me or who has produced 17. ?riven L 1 L As identification and who did take an oath. " NOTARY PUBLIC: Sign: Print: My Commission Expires: The foregoing instrument was acknowledged before me this , day of , 20 O%, by or who has produced • as identification and who IA an oath. NOTARY PUBLI £'`t / my cotrSION tDDB IRES: March 16,2011 ThNBu�►SaM� * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) My Commission Expires: ************************************** * **********t *** * ** ** * * * **** ** 7 S ht cif: Plans Examiner Engineer Zoning I16' A�piN Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. �- 6 II, ®.�A Master Permit No. Permit Type (circle): uil ' Roofing Owner's Name (Fee Simple Titleholder) ®� ���� Phone # 5 5 Owne 's ddress 'S. 5 ct...t. Ci ty t, c --(A-k State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contra 's Address ( � p City �'i C� (k State j \ -F CO 61. s c) Phone # Zip 3. >70o11 Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ['New Describe Work: ❑ Repair/Replace ❑ Demolition u s trv Submittal Fee $ Permit Fee $ . 4---' ' CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Wore $ Double Fee $ Structural Review. $ Total Fee Now Due $ FEB 13 2008 cc See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the -work aiid_Iiustall do s s in 'cated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perform to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured or 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 CI MMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF OU 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 ten law brochure will be delivered to the person whose property is subject to attac Also, a certified copy of the recorded notic of commencement mu -be pos at the job site for the first inspection which /occurs sev n (7) days after the building permit is issued. In the absen of such po ted notice, the inspectio wily be approl d and a r ' "spection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowled ed before me this day of , 20 _ , by , day of ((1 ( , 20 0 C',-by ' ' k4 a.1 reetr ' ; who is personally known to me or who has produced who is personally known to me or who has produced, ' i.. As identification and who did take an oath. NOTARY PUBLIC: Signature l Contractor as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Ex My Commission Expires: ****** ***•x**>k******** *** **>i ******** ********************* ***:x** ***>k**** ** ******** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning 6))7Jba Are", Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle)- Owner's Name (Fee Owner Address Permit No. peen Master Permit No. City .J 1 i, l Lail State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) nitNik,0 si City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11-3101-034 - 0120 Is Building Historically Designated YES NO Zip Contractor's Company Name Contr. tor' Address City i1 Qualifier Name Phone qM "TV4- 194K State Certificate or Registration No. Zip Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) �"1 ' Assrx_ t Value of Work For this Permit $ Type of Work: Describe Work: ISIAlteration Phone # tJt:: 'b)O' 4Y t Square / Linear Footage Of Work: .2) 600 12 U P • ❑New ❑ Repair/Replace ❑ Demolition ** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** s ********** * ** * * * * * * * * *x * * * ** * * * **** * * * * ** Permit Fee $ q1/4.5--- v --- . CCF $ CO /CC No % LL; $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation 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 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: Contractor Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * * * * * * * * * * * *** *•x***** * ************* * *** * * *** * * *** *** * *****•x***** :********* ****** *** ******** * * *** * *** *** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATI FBC 2004 RECEIVE NJUL 2 2008 Permit No. �.0 1-4335 Master Permit No. Permit Type (circle): 1 wilding Roofing - Owner's Name (Fee Simp e Title . . =r) ,.'1, k2 LA Phone rB66: 36 / ..P Owner's Address 5 A) P ,Y 517 City 14''11 J ' / State — Zip g a) 5-P Tenant/Lessee Name /1/+1 Phone # (2`5 f75 'Z'g Job Address (where the work is being done) : City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: LAddition DAlteration ['New Describe Work: �'t dcr LJ 4/' D Repair/Replace s D Demolition * * * * * * * * * * * * ** * * * ** °r �.:t _, o ::a :k+k*:k**ak d * * * * * * k**+ls****** *ak*** Submittal Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -. CO /CC 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, BOWERS, 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; ch posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by. who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ************* * * ***•x*:x******** *** **** a: *+ x************ *** *** *** * * *****a:********** ** ***a:***** ******* ****** ** ** Signature Contractor The foregoing instrument was acknowledged before me this day of k 5 , 20 S, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: tY P(/ My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/30/2008 Inspector: Grande, Claudio Owner: TROIKE, KEVIN Job Address: 55 94 Street NW Miami Shores Village, FL Project: <NONE> Contractor: F&F CONSTRUCTION SERVICES INC Permit Type: Residential Construction Inspection Type: Shutter Final Work Classification: Alteration Block: Phone Number (305)759 -6344 Parcel Number 1131010340120 Lot: Phone: (954)454 -1948 Building Department Comments REMOVE AND REPLACE ALL DAMAGE DRYWALL UPDATE PLUMBING ELECTRICAL MECHANICAL AS PER SUBMITTED PLANS. GARAGE ENCLOSURE, RE -BUILD EXISTING POCH OF ACCESORY BUILDING 8‘ 77 Passed N Inspector Comments CREATED AS REINSPECTION FOR INSP- 47287. Steel panels are OK to be removed. Clear panels require a storm bar at 2'9" center of each span and a z bar at the ends. 6/25/08 CG Wp,e j 720,4 i . : 4 vi-tx-e-0-44-‘ 1 , ` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, July 30, 2008 Page 1 of 2 rib re, -55" f■)(A) 9y6r Florida Building Code Online • • •• •• • • • • • • • • ••• • • • • • • • •. ••• •• •• •• •• • • • • • • •. • • • • Page 1 of 3 BCES Home { Log•Tn I Vpii7apir'c �SYbrnit Surcrwarge • • • • • •• • • • •• • • • • • ••• •• Product Approval USER: Public User product Aoproval Menu > ct FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative ress/Phone/Emall FBC Staff Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method SUBJECT TO O M M14 STATE AND COUNTY RULES ANO MEOLHATIMI Transparent Protection Systems, Inc. 6643 42nd Terrace North West Palm Beach, FL 33407 Frank Bennardo clangley @engexp.com Scott D. Kuntz 6643 42nd Terrace North West Palm Beach, FL 33407 (561) 844-2445 scottku ntz @transparentprotection .con Shutters Storm Panels Evaluation Report from a Florida Regis Licensed Florida Professional Engineer ±1 Evaluation Report - Hardcopy Rea Florida Engineer or Architect Name Frank L. Bennardo, P.E. who developed the Evaluation Report http : / /www.floridabuilding.orgipr /pr app_dtl. aspic? pararn= wGEVXQwtDgs7kTE8Wajj21... 7/23/2007 t Florida Building Code Online • • •• •• • • • • • • • ••. . • • • • • • • • • • • • ••• • • • • ••. •• •• • • • • • • • • • • • • .. Page 2 of 3 Florida Liae!Ise ••+ • :.• ..12E-0046549 • Quality Alsar Ince Enjfty ; ; ;�lyational Accreditation and Managemei Validated i3y Jorge A. Pomerantz, P.E. •• • • • •• ••. •• Certificate of• %c eierldintc • : • • • • FL6416 RO COI Cert Indep. pdf .....•• •• • • • • • • • •.. . Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM E1886 ASTM E1996 ASTM E330 ASTM G26 TAS 201 TAS 202 TAS 203 Approved Evaluation Entity FL6416 RO Equiv Equiv Standards.p Method 1 Option D 03/03/2006 03/03/2006 03/11/2006 03/24/2006 Summary of Products FL # Model, Number or Name Description st 6416.1 ClearGuard HVHZ Panels ClearGuard Polycarbonate Product) Installation Instruction FL6416 RO II Dwg 03 -: Verified By: Frank L. Ben Evaluation Reports FL6416 RO AE 04 -009 FL6416 RO AE 04 -009 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See engineering drawings for design http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgs7kTE8Wajj21... 7/23/2007 Florida Building Code Online • • ••e • • • ••• •• •• • • • •e •• • eee • • • • • • • • • • • • •e• • • • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • • limitatiis;(gl4webig spans, mpittni condltionp anchor gQVIon,?r etc •)o • ••• Page 3 of 3 FL6416 RO AE 0239 -01+ FL6416 RO AE Eval Rer FL6416 RO AE Test Ign FL6416 RO AE Test UV • • • • • • •• • • • • • •ee •• Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florlda 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 p 2000 -2005 The State of Florida, AM rights reserved. Coovriaht and Disci. Product Approval Accepts: gtVeriSirt9 �9Q�ttred VB.NiFY0 http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param=wGVXQwtDgs7%TE8Wajj21... 7/23/2007 ® POLYCARBONATE STORM PANELS (HVHZ) 1- 2.50•--f 0.160' f- 2.so° --f OFULL PANEL PROFILE 3° = 1' -0° (SE GEN NOTE 6) STUD AND /OR LEG DIRECTION MAY BE REVERSED 0.313° 0.562 "T 0.125 TYP 1 2.000° —I MOUNT WITH FASTENERS OR STUDS AT 13° O.C. MAX REVERSE STUD ANGLE 0'F' ANGLE 6° = 1' -0° 6° = 1•-0° tiu -- I ' — • If 1111 . ,i BOTTOM MOUNT – (CONN AS REO'D) TYPICAL ELEVATION N.T.S. T OHALF PANEL PROFILE 3° = 1' -0" (SEE GEN NOTE 6) {-- 3.375° { 0.285 0.375°4-1 11 0.090' TYP 0.650° 0.320" BUILDOUT O5 'F' TRACK 6 ° =1'-a° 00.35' 00.60° KEYHOLE WASHERED $ O WASHER O WINGNUT 6' = 1'-0° 6° = 1'-0' PLAN VIEWS MOUNT WITH FASTENERS OR STUDS AT 6-1/2° O.C. MAX c-) ' TRACK 6° = 1, -0° ,0.865°}„ MIDI KEYHOLE DETAIL N.T.S. ALT: FIELD DRILL 03/8° HOLE (OR 05/8° HOLE W/ KEYHOLE WASHER) 0 2.000° .125° CLOSURE O7 ANGLE 6° = 1' -0° O'H' HEADER 10 6° = GENERAL NOTES: 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE PER TAS 201, 202, & 203 TEST PROTOCOLS. PANELS ARE APPROVED FOR USE THROUGHOUT THE STATE OF FLORIDA, INCLUDING WITHIN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) COMPRISED OF MIAMI -DADE & BROWARD COUNTIES. 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS FOR SPECIFIC 3085 IN ACCORDANCE WITH THE GOVERNING CODE. WHEN CALCULATING PRESSURES PER ASCE 7-02, USE OF DIRECTIONALITY FACTOR Kd =0.85 IS ALLOWED. 4) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. •••• 5) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCL;JRE • TO WITHSTAND NEW SUPERIMPOSED LOADS. • • •••• 6) CLEAR POLYCARBONATE STORM PANELS (FULL, HALM, & DYUBWE -WIDE) MAY VARY IN 'COVERAGE° WIDTH UP TO THE RESPECTIVE MAXIM SHOWN HEREIN) • • • PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAINTAINED. PANELS SHALL BE • • MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM SPA C•N6.IWWIN FOR EACH • • PROFILE. 7) AU. POLYCARBONATE PANELS SHALL BE MANUFACTQTt”( ANSPARENT • PROTECTION SYSTES, Inc MAN • 8) THIS PRODUCT APPROVAL I5 FOR THE USE OF MA N PANELS :144 • AU. POLYCARB PANELS SHALL BE EXTRUDED WITH (xT�F�.. 00° (*0.q 0 • • AND SHALL BE MANUFACTURED FROM 100% SYNTHETIC O LASCIC POLYMER RESIN (UV STABILIZED), ANY PLASTIC MATERIAL TO BEj13 ¥4e111E HVHZ MUSK • DEMOSTRATE COMPLIANCE WITH SECTION 2612 OF THE BUITDING4CODE SPENFIED• • ABOVE. TYPICAL TENSILE STRENGTH Fy =8.908 K51, FLEINRALEAREVGTH • • • • 9)=ALL EXTRUSIONS HALL BE 6063 -T6 ALUMINUM ALLOW, L*.• * • 10) PANELS SHALL BE PERMANENTLY LABELED WITH A• IMMM Sr ONE LABE&P� • PANEL CONTAINING THE FOLLOWING: TRANSPARENT PROTECTION SYSTEMS, INC. • • • WEST PALM BEACH, FLORIDA 11) STORM PANELS HAVE BEEN DESIGNED AND E5TElf 1p RE XIMUM SPA:% • AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE • • TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS &04- 009 -FE-FBC & • • • 504- 009- LE-FBC, AS WELL AS HURRICANE TEST LAB (HTL OF RIVIERA BEACH, FL) TEST REPORT 50239 -0107 -05. 12) TOP & BOTTOM MOUNTING SECTIONS MAY E INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 13) USE OF KEYHOLE WASHERS IS OPTIONAL IN CON3UNCRON WITH ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED 114 PANELS AT 03/8° (OR 05/8° WITH KEYHOLE WASHER) WITH ANY FASTENER TYPE. WASHERED WINGNUTS SHALL HAVE 0.865 MINIMUM WASHER DIAMETER. 14) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 K4. • PE004654 NA800yP.E, O w E Z O UI Z Z 3 W 3 ••• O1 "CLEARMAXT'"" DOUBLE -WIDE PANEL PROFILE 3° = 1'-0' (SEE GEN NOTE 6) MOUNT WITH FASTENERS OR STUDS AT 13' O.C. MAX CONRIGE 'FIANALSE NA=RE. 03- 155 -1343a SCALE: • l 03 PAGE DESCRIPTION( i WIDTH UNLIMITED CTOP MOUNT MOSES NS (CONN A5 REQ'D) ig TYPICAL ELEVATION N.T.S. T OHALF PANEL PROFILE 3° = 1' -0" (SEE GEN NOTE 6) {-- 3.375° { 0.285 0.375°4-1 11 0.090' TYP 0.650° 0.320" BUILDOUT O5 'F' TRACK 6 ° =1'-a° 00.35' 00.60° KEYHOLE WASHERED $ O WASHER O WINGNUT 6' = 1'-0° 6° = 1'-0' PLAN VIEWS MOUNT WITH FASTENERS OR STUDS AT 6-1/2° O.C. MAX c-) ' TRACK 6° = 1, -0° ,0.865°}„ MIDI KEYHOLE DETAIL N.T.S. ALT: FIELD DRILL 03/8° HOLE (OR 05/8° HOLE W/ KEYHOLE WASHER) 0 2.000° .125° CLOSURE O7 ANGLE 6° = 1' -0° O'H' HEADER 10 6° = GENERAL NOTES: 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE PER TAS 201, 202, & 203 TEST PROTOCOLS. PANELS ARE APPROVED FOR USE THROUGHOUT THE STATE OF FLORIDA, INCLUDING WITHIN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) COMPRISED OF MIAMI -DADE & BROWARD COUNTIES. 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS FOR SPECIFIC 3085 IN ACCORDANCE WITH THE GOVERNING CODE. WHEN CALCULATING PRESSURES PER ASCE 7-02, USE OF DIRECTIONALITY FACTOR Kd =0.85 IS ALLOWED. 4) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. •••• 5) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCL;JRE • TO WITHSTAND NEW SUPERIMPOSED LOADS. • • •••• 6) CLEAR POLYCARBONATE STORM PANELS (FULL, HALM, & DYUBWE -WIDE) MAY VARY IN 'COVERAGE° WIDTH UP TO THE RESPECTIVE MAXIM SHOWN HEREIN) • • • PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAINTAINED. PANELS SHALL BE • • MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM SPA C•N6.IWWIN FOR EACH • • PROFILE. 7) AU. POLYCARBONATE PANELS SHALL BE MANUFACTQTt”( ANSPARENT • PROTECTION SYSTES, Inc MAN • 8) THIS PRODUCT APPROVAL I5 FOR THE USE OF MA N PANELS :144 • AU. POLYCARB PANELS SHALL BE EXTRUDED WITH (xT�F�.. 00° (*0.q 0 • • AND SHALL BE MANUFACTURED FROM 100% SYNTHETIC O LASCIC POLYMER RESIN (UV STABILIZED), ANY PLASTIC MATERIAL TO BEj13 ¥4e111E HVHZ MUSK • DEMOSTRATE COMPLIANCE WITH SECTION 2612 OF THE BUITDING4CODE SPENFIED• • ABOVE. TYPICAL TENSILE STRENGTH Fy =8.908 K51, FLEINRALEAREVGTH • • • • 9)=ALL EXTRUSIONS HALL BE 6063 -T6 ALUMINUM ALLOW, L*.• * • 10) PANELS SHALL BE PERMANENTLY LABELED WITH A• IMMM Sr ONE LABE&P� • PANEL CONTAINING THE FOLLOWING: TRANSPARENT PROTECTION SYSTEMS, INC. • • • WEST PALM BEACH, FLORIDA 11) STORM PANELS HAVE BEEN DESIGNED AND E5TElf 1p RE XIMUM SPA:% • AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE • • TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS &04- 009 -FE-FBC & • • • 504- 009- LE-FBC, AS WELL AS HURRICANE TEST LAB (HTL OF RIVIERA BEACH, FL) TEST REPORT 50239 -0107 -05. 12) TOP & BOTTOM MOUNTING SECTIONS MAY E INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 13) USE OF KEYHOLE WASHERS IS OPTIONAL IN CON3UNCRON WITH ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED 114 PANELS AT 03/8° (OR 05/8° WITH KEYHOLE WASHER) WITH ANY FASTENER TYPE. WASHERED WINGNUTS SHALL HAVE 0.865 MINIMUM WASHER DIAMETER. 14) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 K4. • PE004654 NA800yP.E, O w E Z O UI Z Z 3 W 3 ••• O1 "CLEARMAXT'"" DOUBLE -WIDE PANEL PROFILE 3° = 1'-0' (SEE GEN NOTE 6) MOUNT WITH FASTENERS OR STUDS AT 13' O.C. MAX CONRIGE 'FIANALSE NA=RE. 03- 155 -1343a SCALE: • l 03 PAGE DESCRIPTION( i FRANK L BE NAROO, P.e. E)OSTING HOST STRUCTURE CONN TYPE CS: DIRECT MOUNT W/ REMOVABLE ANCHOR PER ANCHOR SCHED EXISTING HOST STRUCTURE CONN TYPE C1: ANCHOR PER if /A ANCHOR SCHED EXISTING HOST STRUCTURE CONN TYPE C3: ANCHOR PER ANCHOR SCHED #14 SMS OR 3/16° POP °RIVEETSATAT 4 FASTEN PANELS TO HOST STRUCTURE OR TO STUDDED ANGLE (TOP & BOTTOM) AT CORRUGATION VALLEY CLOSEST TO CORNER (EACH SIDE) 1 1 1 1 1/4-20 x 3/4' STUDS AT 13" O.C. MAX 4' �, i/ MAx CONN TYPE C1: ANCHOR PER HOST STRUCTURE ANCHOR SCHED 1/4-20 %w x 3/4" r! STUDS AT 13" O.C. MAX I MAX CONN TYPE C5: ANCHOR PER ANCHOR SCHED EDGE DIST EXISTING HOST STRUCTURE MOUNTING SECTION EXISTING HOST STRUCTURE CONN TYPE C2: ANCHOR PER ANCHOR SCHED 112° MAX 1/4" MAX MAX SPAN & PRESSURE FOR USE WITH °H" HEADER: 60" MAX AT 55.47psf VERT SECTION 00 =-- 1/4-20 x 3/4" STUDS AT 13' O.C. MAX 1 .GLASS SEPARATION PER SCHEDULE 00 IEXISTING 0 bilGLAZING ., �'II 1�/2°! EMBED MAX ®® CONN TYPE C1: ANCHOR PER ANCHOR SCHED BEND PANEL AROUND CORNER & S 11 LH TO ADJACENT PANEL WITH 1/4-20 BOLTS & WASHERED WINGNUTS AT 24° O.C. (TYP) // NG HOST STRUCTURE z W rn' u W ui EE i m WWs CORNER CLOSURE N.TS. PLAN VIEW MOUNTING SECTION 3° = 1' -O" VERT SECTION MOUNTING SECTION 3° ®1' -0° VERT SECTION MAX ANCHORS AT 12.0° 0.C. FOR P=59psf OR LESS, OR AT 5.9' 0.C. FOR P =120psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) 1 EXISTING HOST STRUCTURE WALL MOUNT CLOSURE 3° = 1' -0' PLAN VIEW MAXIMUM PANEL SPAN SCHEDULE (POSITIVE CONN.) - - -- -} PER SCHED 1/420 x N LEG &/OR STUD DIR 3/4' TUDS d 5 MAY BE FOR INTER I AT 13' MOUNT O.C. MAX i Ir 11171 LL GLASS SEPAR LOAD MAX (pet) SPAN (R) EXISTING HOST STRUCTURE, TYP 0 CONN TYPE C4: ANCHOR PER ANCHOR SCHED MOUNTING SECTION 3" = 1'-0° VERT SECTION MIN OVOVERLAP T t- (mail ANCHORS AT 12.0' O.C. FOR P =59psf OR LESS, OR AT 5.9" O.C. FOR P =120psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) TRAP MOUNT CLOSURE 3" = 1. -0° PLAN VIEW 25 30 32 35 40 45 50 55 60 65 70 75 80 90 100 110 120 T -6" 7' -1" 6' -11" 6'-9" 6' -5" V -2" 6' -0" 5._9" 5' -7" 5' -5" 5-4" • • • • • •• • • • • BUILD -OUT CLOSURE • 3° m 1' -0° PLAN VgW'• •• • •••• s • ••• • • • • •• • • • • • •• • • • • • • •• •• • • • •••• •s • • • • •• • • ••••i C Cm N W %y f•a00 E •01s°d • d •••� • LL MAXIMUM SPAN SCHEDULE NOTES: 1. SPANS SHOWN IN °MAX PANEL SPAN SCHEDULE° ABOVE ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. 2. THIS SCHEDULE MAY BE USED TO DETERMINE MAXIMUM ALLOWABLE SPANS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING EXTRUSIONS INVOLVING A POSITIVE CONNECTION - i.e. AIL INSTALLATIONS WHICH DO NOT INCLUDE AN "H" HEADER. 3. WHERE THE °H° HEADER I5 USED, THE MAXIMUM ALLOWABLE SPAN IS 5 -0" (60 ") AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47psf. 4. TABLE ABOVE IS VALID FOR PANELS MOUNTED HORIZONTALLY OR VERTICALLY. SPAN DIRECTION I5 ALWAYS PERPENDICULAR TO LINE OF ANCHORAGE. f. d 5 11 as dd 54" 4, -11" 4' -7" 3' -10° CCPYRINs 03- 155 -1343a sees, - 103 PAGE D6SCRIPUUOW FRANK L SENNAPDO, P.E, ANCHOR SCHEDULE 41 A•--s .. ]� i,Q '.. i [ '• • • ANCHOR LOAD (Po) 2' MIN EDGE DISTANCE MINIMUM GLASS SEPARATION SCHEDULE GLASS SEPARATION Spans Up To 4'-0" CONN TYPE Spans Up To 6' -0" CONN TYPE Spans Up To 7-6" CONN TYPE ENGINEERING 1 4, EXPRESS® WWW.ENGEXP.COM Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 z U 1/4' TAPCON (8.010 OR TM) WITH 1 -3/4' EMBED (3192ps1 MIN CONC) 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0.'13.0" 13.0" 13.0" 13.0" 13.0" 13.0" POSITIVE LOAD (Fel SPAN LESS THAN MINIMUM SEPARATION AT OR BELOW 30' ABOVE GRADE MINIMUM SEPARATION AT ELEV P. 30' ABOVE GRADE SCHEDULE NOTES: FRANK L BENNARDO, P.E., INc CONSULTING ENGINEERS Al 4441 N. DIXIE HIGHWAY ILIKM BOCA RATON, FL 33431 PH: (581) 391 -2888 PAX: (581) 391 -21 Ce*TlPlCATt OP AUTNO 17.917ON, 99869 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 1.3.0" 13.0" 13.0" 13.0" 13.0" 13.0" 1. GLASS SEPARATION SCHEDULE PROVIDES MINIMUM SEPARATION DISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING (OR OTHER PRODUCT BEING PROTECTED) AND INTERIOR FACE OF INSTALLED STORM PANEL 2. SEPARATION DISTANCE PER THIS SCHEDULE TS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 65 13.0" 13.0 ".13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 9.8" 10.3" 13.0" 13.0" 120 13.0" 9.8" 10.3" 13.0" 13.0" 13.0" 9.8" 10.3" 13.0" 13.0" 13.0" 9.8" 10.3" 13.0" 13.0" 1/4° ELCO PANELMATE WITH 1- 4° MIN EMBED (3350psi N CONC) * "' 42 13.0" 13.0" 13.0" 1.3.0" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 32 4' -0' 5 -0" 6' -12" 4.13° 4.13" 5.25" 1.30"• 1.74° 3.79" 47 13.0" 13.0" 13.0" 1.3.0" 13.0" 13.0" 13.0" 13.0" 13.D" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 65. 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 120 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 40 4' -0" 5 -0" 6' -6" 4.13" 4.13" 5.25" 1.38" 1.93" 3.59" 1/4-20 ALL POINTS SOLID- SET WITH 7/8" MIN EMBED (3000psi MIN CONC") _,. [I 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0" 13.0" 13.0" 13.0" 1.3.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 13.0" 13.0" 1.3.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 45 4' -0" S -0" 6'-3" 4.13" 4.13" 5.25" 1.43" 2.04° 3.49" 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 120 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 1/4-20 POWERS CALR-IN WITH 7/8" MIN EMBED (2000ps1 MIN CONC) * 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.9" 12.9" e ', M:e}h� _ • • • • • • • •v Dm 1 • _'r•� C D , ,, tip „ vE � 3 • • • CLEARI•y�U�AR'IryP•POO, STO P • • H�- FLORIDA STA 0 APPR A • • 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.5" 11.5" 50 4'-0" 5 -0" 6'-0" 4.13" 4.13" 5.25" 1.47" 2.16" 3.40" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.8" 12.8" 13.0" 13.0" 13.0" 10.2" 10.2" 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.4" 10.4" 13.0" 13.0" 13.0" 8.8" 8.8" 120. 13.0"3.0" 13.0" 8.8" 6.8" 13.0" 13.0" 13.0" 8.8" 8.8' 13.0" 13.0" 13.0" 8.8° 8.6' 60 4'-9" 5 -0" 5-8" 4.13" 4.13" 5.25" 1.57" 2.39" 3.26" v6 3 3, 0 1/4° TAPCON (ELCO OR ITW) WITH 1 -1 EMBED /4° 42 13.0" 13.0" 13.0" 13.0" 13.0" 9.8" 9.8" 9.8" 9.8" 9.8" 7.8" 7.8" 7.8" 7.8" 7.8" 47 13.0" 13.0" 13.0" 13.0" 13.0" 8.7" 8.7" 8.7" 8.7" 8.7" 7.0" 6.3" 7.0" 7.0" 7.0" 53 11.6" 11.6" 11.6" 11.6" 11.6" 7.7" 7.7" 7.7" 7.7" 7.7" 6.2" 4.8" 5.7" 6.2" 6.2" 70 120 4' -0" 5 -0" 5'-4" 3'-10" 4.13" 4.13" 5.25' 4.13" 1.66" 2.62" 3.15" 1.97" 65 9.5" 9.5" 9.5" 9.5" 9.5" 6.3" 5.0" 6.1" 6.3" 6.3" 5.3" 3.6" 3.8" 5.3" 5.1" 120 5.3" 3.6" 3.8" 5.3" 5.1" 53" 3.6" 3.8" 5.3" 5.1" 5.3" 3.6" 3.8" 5.3" 5.1° 114° ELC0 PANELMATE ((FEMALE MALE OR PLUS) tN/ 1 -1 /d" MIN EMBED 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.5' 10.5' 10.5' 10.5' 10.5' 47 13.0" 13.0" 13.0" 13.0" 13.0" i1. T' 11.7" SLT' 11.7" 11.7" 9.4" 8.4" 9.4" 9.4° 9.4" 53 13.0" 13.0" 13.0" 13.0" 13.0" 10.4" 10.4" 10.4" 10.4" 10.4" 8.3" 6.4" 7.7" 8.3" 8.3" • • • • • • • • • • • • • • • ANCHOR NOTES: • • • • • •••• *=- ^-• ^'^ 65 12.7' 12.7" 12.7' 12.7" 12.7' 8.5" 6.7' 8.2" 8.5" 8.5' 7.2" 4.8" 5.1" 7.2" 6.8" 120 7.2" 4.8" 5.1" 7.2" 6.8" 7.2" 4.8" 5.1" 7.2" 6.8" 7.2" 4.8" 5.1" 7.2" 6.8" 1/4-20 ALL POINT'S SOLID- SET WITH 7/8° MIN EMBED * 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0" 13.0 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 5.3 13.0 "13.0 "13.0 "13.0 "13.0 "13.0 "13.0"13.0 "13.0 "13.0 "13.0 "13.0 "13.0 "13.0 "13.0" • • 1. 1/4" TAPCONS MAY BE BY TTW OR BY ELCO. 'ELM PANELNATE ANCHORS MAY BE MALE, FEMALE, OR PANELMATE • • • •••• PLUS, AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32" OR • • • • • • WASHERED 5/8° HEX HEAD. • • • • 2. ENSURE MMUM EDGE DISTANCE FOR ALL ANCHORS TO • • • INI 2° CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4' IS ACCEPTABLE WOOD. 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4. ANCHORS SHALL BE MANUFACTURERS' RECOMMENDALIED ACCORDANCE WITH 5. WHERE EXISTING STRUCTURE IS W000 FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 6. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATES IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (I.e. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR ANCHORS TO WOOD F WOOD STUD SHALL BE "SOUTHERN PINE' G=OD FRAMING). A GREATER DENSITY. 7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MA)OMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATES IN SPAN SCHEDULE SHALL APPLY. 8) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2° ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT") U.N.O. 9. * DESIGNATES REMAVABLE ANCHORS. PANES SHALL BE MOUNTED DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.6" 13.0" 13.0" 13.0" 120 13.0" 12.6' 13.0" 13.0" 13.0" 13.0" 12.6" 13.0" 13.0" 13.0" 13.0" 12.6" 13.0" 13.0" 13.0" 1/4-20 POWERS CALK -IN WITH 7/8° MIN EMBED * fITIM 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 1.3.0" 11.9" 11.9" 47 13.0" 13.0" 13.0' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.0" 10.8" 12.0" 10.6" 10.6 ' 53 13.0' 13.0' 13.0" 13.0"13.0" 13.0" 13.0" 13.0" 11.8" 11.8" 10.6" 8.2" 9.8" 9.4" 9.4" 65 13.0" 13.0" 13.0' 13.0'13.0" 10.8" 8.6" 10.5' 9.6" 9.6" 9.2" 6.2" 6.3" 8.1" 8.1" 120 9.2" 6.2" 6.5" 8.1° 8.1° 9.2" 6.2" 6.5" 8.1" 8.1" 9.2" 6.2" 6.5" 8.1" 8.1" OG ANCHOR - LOAD ( - 314° MIN EDGE DISTANCE ' y 8 11M 0 � IN e 8 $q €� �g 6888 C1 S CONN C2 To TYPE C3 ° C4 C5 C1 S CONN C2 To TYPE C3 " C4 C5 C1 SpaCONN C2 Up To TYPE C3 7-6" C4 CS 1222. ! 1/4" TAPCON (ELCO OR OW) OR •14 W00D SCREW W/ 1 -1/2° EMBED 42 13.0" 13.0" 13.0" 13.0" 13.0" 10.1" 10.1" 10.1" 10.1" 10.1" 8.1" 8.1" 8.1" 8.1" 8.1" 1 ridd 47 13.0" 13.0" 13.0" 13.0" 13.0" 9.1" 9.1" 9.1" 9.1" 9.1" 7.3" 6.5" 7.3" 7.3" 7.3" 53 12.1" 12.1" 12.1" 12.1" 12.1" 8.0" 8.0" 8.0" 8.0" 8.0" 6.4" 5.0" 6.0" 6.4" 6.4" 65 9.8" 9.8" 9.8" 9.8" 9.8" 6.6" 5.2" 6.3" 6.6" 6.6" 5.5 " 3.7 " 3.9 " 5.5 " 5.3 " 120 5.5" 3.7" 3.9" 5.5" 5.3" 5.5" 3.7' 3.9" 5.5" 5.3" 5.5' 3.7' 3.9" 5.5" 5.3" 4" ELCO PANELMATE ( MALE, PLUS) W/ 1 -7/ " MDI OR °� • ••: • ET7 * =- .,:•..`..:`:.'..:. 42 13.0" 13.0" 13.0" 13.0" 13.0"13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0" 13.0" 13.0" 13.0" 13.0" 130" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 130" 13.0" 13.0' 13.0" 13.0' 13.0" 13.0" 13.0" 13.0" 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0° 13.0" 13.D" 13.0' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 120 13.0' 13.0" 13.0" 13.W 13.0" 13.0" 13.0° 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 13.0' 13.0" COPYREHTFROKLBEWARDOPE 1/4" LAG SCREW W/ MIN 23/32° THREAD A PpENS R'N 4THREApy., 42 13.0" 13.0" 13.0" 13.0" 13.0'' 8.9" 8.9" 8.9" 8.9" 8.9" 7.2" 7.2" 7.2" 7.2" 7.2" 03 - 155 -1343a 47 12.0" 12.0" 12.0" 12.0" 12.0" 8.0" 8.0" 8.0" 8.0" 8.0" 6.4" 5.7" 6.4" . 6.4" 6.4" 53 10.6" 10.6" 10.6" 10.6" 10.6" 7.1" 7.1" 7.1" 7.1" 7.1" 5.7" 4.4" 53" 5.7" 5.7" [CALEI (03 65 8.7" 8.7" 8.7" 8.7" 8.7" 5.8" 4.6" 5.6" 5.8" 5.8" 4.9" 33" 3.5" 4.9" 4.6" PAee DRBCIDPRONs ' 120 4.9" 3.3" 3.5" 4.9" 4.6" 4.9" 33" 3.5' 4.9" 4.6" 4.9° 3.3" 3.5" 4.9" .4.6" 7/16° WOOD BUSHING W/ 7/8° MIN EMBED & 1/4-20 S.S. MACHINE SCREW 7(c e;plRl' 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13 47 13.0' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 13.0" 13.0" 13.0' 13.0" 13.0" 10.8" 12.9" 13.0" 13.0" 65 13.0" 13.0" 13.0° 13.0" 13.0" 13.0" 11.3" 13.0" 13.0" 13.0" 12.1" 8.1" 8.6" 12.1" 11.4" 120 12.1" 8.1" 8.6" 12.1" 11.4" 12.1" 8.1" 8.6" 12.1 ".11.4" 12.1" 8.1" 8.6" 12.1" 11.4" \- ;e RP "4 1 c. :1 BY:------ ---- - - - - -- dW "t r1IOr J1M1 1 `. j •S t- .f Miami Shores Villa •e 8Y DATE Mina DEPT .4, - reillIPM a • I WITH FED RAL RULES AND REGULATIONS 8100 DEPT SUBJECT TO COM 1 STATE AND COUNTY 3tirie"s3;ii {rSis:• "ti4 .rs ;ena4c :RS:b:4taR. r\iM.. 11111111 03. MS, LMMY eakre" A 9 I lV/I1J.L,yra • • •..: • • • _ "•.i • • • • • • • • • ••• •• •• • • • • • • • • • •� 0•• • • r Qes yame207 f 1#44# 1 -1A,r`s atilke Pools P444)4 A AI\ Ntr// MEN Z. WRIMINIMMINAMMIONS •xosexcamm•vratlau•avattr••••••Wmt. 111111111 infiribun 1... 1 1 1 I I I . .., • 4' Of' -- - 0/ • - .--_,_ • Illi ILIP ..vJx- Jr- NIIII ,----- — .. • , • • • • • • lOoki, s. • • 14.40403; •• • • Jo • •• • • • • • S • • . • • ... • • • : , : _ • • • • • * • • i • • • _ _ • • is 5:5 `JL 47 J • C11O. BEDROOM SECOND FLOOR PL,4N SCALE: 1/4 ° =11 -0° • • • • • • •� • • • • • • • • •• • • • • • • • ••• • •• •• : • • • • TUJQ -CAIR ASE mai, `1►I H ililiiiiiii111IIIliiI now FIRST FLOOR PLAN ••• ••• • • • • • • • •, • •; • •; • • •• •.: ••5 : .• �n nu .r� IIIIIIIPIMIIlIIllli ' SCALE: 1/4' =1' -0' •• • • • • • • • • • • •• • • • \,4 4'b ••1 • .� Ts • y. • • rn'•••• A.vZ11 , y 11,74 �o .A quo o: °;- °iry' 4. 1 • ?•:4 L t tt� •.$*, - • .::'' :.••w�i'.di.•�.: K�+ei.L.. i iodda Corse Chem • Pawl cf.5 . eta Horne • um In • Hot Topics $ Submit Surdianyk 1 Oats tk foes 1 PuMeillens Application type Code Version Application Status 1 Comments Archived E 'd 198 Ob Product Manufacturer Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address /Phone/Emas category Subcategory Compliance Method Certification Agency > AillaratKLUIt • X334 R2 Revision 2004 Approved one North Dale Mabry Sure 950 Tampa, P13 , fee • • (615) 441 • Steve • • • . • • • ••• • • • • •. •. •••• • • . • • •••• • • • •••• • • • .• • • • • • • •. • 5, • • • • • • • • • • • • • Exterior Boors Swinging Exterior Door Assemblies Certificadort Mark or ! [* 'teamed Accreditation & Management • • 0U9 -8L8 -1ll SO1ONA38/X3ONV ON .a,, .141/81:11:).00I '61 'd3S ;,;,y,. • • ,a •410/•••.E4 ,610.1e• •• •I• I••pI N f7•211j••.• • Referenced Stag and $ (of Standard) Equhraistce of Product Standards Certified By ASTM E1300 ASTM E1300 TAS 201 TAS 202 TAS203 Product Approval Method Method 1 Option A Date Subm tied Date Vaftdated Date Pervling F8C Approval Date Approved 04/15/2007 04/35/2007 04/22/2007 06/12/2007 Page 2of5 of Products Fiberglass Side -lamed Door its - Rated s'-8 ". of tInd + ... • • • • ofd Approved for use in MHZ: Yes Approved for use outside i V$Z: Yes Inspect Resistanb +70.0 erosign IW +/ 0.0 1 040 Evaluated for use in locations adhering the Florida Building Code including the High e Hurricane Zone, and where prune as determined by ASCE 7, mum Design Loads for Buildings and Other Mares, does not exceed the design pressures listed. 36-0° x 6"-r max nominal size. Hunlcane protecdve system Is NOT required. anchor detail DWG -MA- /20120 -05 for •!.ri,,• IF f, ?♦ l •• • • • Cruel••• COON • —MA- 30 68 ••• •••• • $ adBy lAu •;• ent Instituter, • • • •••• • • • • •••• • • • • • • •• • •• • • • • • • • .• • Fiberglass � Side -hing Door - Rated , '-0" Opaqua VS and 0/5 of Use Approved for use in MC: Yes Approved for rule autrolde HVNZ: Yes Impact Reribituntt Yes rferalln l +70.0 /-70.0 Other; Evaluated for um in krcations adhering Agency ewe laden Instruction 334......11.30 t Verified By; National Aca J88 'ON 0U9- 818 -UL S01011J13N,'X3ONY O$ ; l9V8l : l l LOOZ '61 'd3S ,..r....:.,„: 2,„ 3dv- 4--- :- thru Code O =N �1 F A S d tae '0N the Florida Building code inctudingthe High , = nagernent Institute, elocity Hurricane wZ ,�a,�sdd where; requirame� as determined by ASCE 7, nimum Design Loads for Buildings and Other tructures, does not exceed the design listed. V-0* x 8'-Oa max nominal size. Hurricane pros DWG-MA-F1.0123.-OS r. es m isNO�T eq t. anchor detail pail� for :... t. F information. .3 berglass Side-hin Door 4 4 C- "":- -t - Rated ' Limits of Use Approved for use in MVHZ Yes Approved for use outside HYHZa Yes Impact Resisteniu Yes Design Pressure: +55.0 / -50.5 Evaluated for use in moons adhering to the Florida Building Code including the Hit etocRy Hurricane Zone, and where requirements as determined by ASce , inirnum Design Loads for Bu and Other Structures, does not exceed the ' n pressures fisted. 12'43" x W-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-R.0121-05 r additional! • rmations • Opaque O/S Door Agency on t-1,, p C l�1W. instruction R434 R2 U_5. Q c Veered By: National Aca ut, 334,4 fiberglass Side-hinged Door Units - Impact Rated t,. • Door • • 1' Lines (IOUs* proved for use in MVHZ: Yes for use outside H'VHS: Yes nt: Yet Namur.: +50.5 / -50.5 . Evaluated for use in locations adhering the Florida Building code including the High elocity Hurricane Zone, and where pressure uiretments as determined by ASCE 7, Minimum Design Loads for BuIdings and Other does not exceed the demon pressures listed. 12' -0" x 8'-0" max nominal •: - Hurricane protective system Is NOT . See anchor detail DWG -MA- ..0121 -05 llFi • •if+� 1t.: .1 c' T ti ctibW .. PLa34 R2. tt 30 8O ' • • • tP+kd By; Narnal Ace '. nagIurtenrfi#e, • 4334.5 1 .., . Side- hinged Door Units - '' Wad Limits of Use Approved for use in # Yes Approved for use e MUM Yes Impact ResistanD Yes Deign re: +55.0 /405 OU9- 81.e -iLL Sa1O A3a/x3aNVVON.. S' -8' Opaque 0/S Door w. Mx_ SEP. 19. 2007 11:18AM NORANDEX /REYNOLDS 772/78/720 )-99 t 'Grtra1 brEfr% uopmupgia uopelleigul 51)11r1573-1J Et! frect. s? Abusey uopeam s8311sp'S 5/0 Pug 5/I P92919 .8 -,9 • • ' }j,auaurta.Ser�� : " • 1$uo 1t :AV Pe • • •. ) 08 0t '"Z$ .:•.0 • Uoprl • ••101 - 3,a► ' •.483 AauldiliJI 4109. Vaduz! saA :ZHAW mope son paOleaddy �A :ZHAH ol eon p thelddy son So Mon PBIeVI • wI 93lu 4000 P813u14-9PIS sse 6i ire _T 111 .T.l .1 S0 -EZTO1 t-YW-OM0 11929P "MN e9S 'Pal ION SI walsAs 9Aa3aad sum"' • leulwou xew •O-.8 x .O-.ZT *peril sasnesead u61sep 84; Raa o lou sop'sainpru sni20 Pug 96UIPl111g Jod !Peal 0990 uulwlu 'L 37SH A4 Poulum939P 99 sluawaalobau sunssald wawa pue 'suet BueDWnN A3Po1S 481H 943 6u1PnPu1 oPo3 5:4Ppn9 9Ptioli 843 6uMo4PQ suoIlool ut asn JW martian] SRO 0'05-1 0'05+ 19-11199 9.14 USIgea SaA PedWZ 99A :ZHAH *Pismo 9911 .iej peumxiddif s3A :ZI4AH u! eon Ja1 peAOiddV ssn ;o sailui9 • • • • SOMAPPI • 5/0 Pug S/I Pez8l' Veal P93911 " ° I oo0 Pe6u14-3W.s ss996.1eq ..,Y •. • • • • • ••• • •••• • • • • • • • • • • garqnsui Sueuta5eue coy Ieuo!aeN =A9 Pa�9A - • ) 89 O£6S II `ZZl—£E +1i sNIZin.aSUI 119a XffrOV3-0-11131T01.4 era Aau8By M J00K1 S/I 9nbed0 ~UOl39uuOJU1 i9U0!llpPB .ro. SO-OZTO`id- VW-3MO 8 9 4 1 9 p Axiom oeS 'p8.5nb*J .ION 51 we sAs eAl»d eueotunH ISUIWOU xeru �8 -,9 x 00-xi smolt sawarsard u6isup +e41 pasrax8 Sou swop isampfuts Jaglp Pun s6u#pfn9 J03 Weal USigea wnwlulW 'L i3SV Aq paumincy se uewa rinba oanassud wawa pus 'auoo aue4u144 AZ3019A '461H 943 6utPnl3u! 91303 6utR11n8 e1u01i 943 6ulaegpe sutpeol ui asn Al morgeng 5'05! S'OS+ neassonad t sax_ 99A ;ZHAH oinnino eon Jo; pe*oiddv $3A IZHAH 201 PluwaddV t3oollokiI MOM J000 pa6ut4-e34.S ssell ra '83+l4►u4 luowu ! ieu009N :A5 Pa0UgA • ..S Q.* 929d 'uole'uwoWl18uo1l$PPe S0- OZTO1:1 VW-9M0 6939P Jo4 99S '1:9411 .LON Si =VAS eapaalard OUIDWIIM l9UiwODUX0a8 - ►9 x ,O- ...Ztt 'P S Jnward Asap Tom% mp �e4#30 pue s6uipttn9 Joj boy u6prea wnw!wt 'L 33SV Aq perupnialop se swewatin funsisid amt pue 'ouoz awmuni4 bola 4604 W16ulimPut 91303 6ulnif 9PPDb4 614:94P9 9u01 39301 W aen .101 P nl :ae:110 NO.887 —1P. 6 . Florida Building Code Online Design Pressure: +60.0 / -60.0 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High locity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0 x S' -8' max nominal . Hurricane protective system is NOT required. See anchor detail DWG-MA-R.0172-0S for additional Information. petallapef Verified By Matto's' Arm Management 1nstitut% PCA Adranftil Departessent atekawnwav A? Ratida littlellag Cede Online Codes and Saindards 2555 Shumard Oak 8 Thikahauosq. her 32399-2200 (830) 483 Sworn 277 -1824 tic 1854) 414 -8436 e 2000 -2005 The State or Honda. AN Miles reserved. GegalgiraniMet Product Append Aes:eptee t III • • .... • • • .. • • • • • • • .. .. .... • • • • • • • • .... . • .... • • • .. • • • • ... • • • • • .. • L 'd 188 '0N O119- 8t8 -ttt SO1ONA3WJX3ONV8ON ) VIM ;11 j141 'b1 'd3S, NAML NOTICE OF PRODUCT LINE w^--► CERTIFICATION Certification No.; Data: itevisks Date: Certlfierdlara Program Company: Cotta CAM 04l1O O07 aDigng MISSIEtinanitW 1793.1 Tian Veda* ofP LhOntilication* ve,bi only winat Adam's Seal is apphd to do upper n8 land partial a farm and a cettiiication label it applied to the proems This eradication Beal repterente product andhnnity 03 the applicable specification and diat and riertiihradini wads has ken sawed The pmt and systems listed below we twined for Mug in the Directory c Ce ndlnd Pam to Please zed sad advise NAMI iaoa diate y Wane, as shwa regains Company: Mundt* Intereathaud Corporation 1955 Maid West Oskar, L 60125 Product t Test Report; NCTL -21 3102- 11210- 3105- 11210- 3107 - 11210.31034 • • • • • •• • • 41•• • • 0410. • 0410 • • • ▪ • • Section 1: Cameral Deserlinkm of the toroth** sad Systems und thieftifieatitra . • 1.1 Fromm The flame jambs consist of finger jointed e �� ..' coped, butted, and sealed using three 2" wire lee 1.2 Waft Coastruedow Where tom, each mullion: cotioructed At laminated lumber and aid to the head and threshold with t .' >< 3" Philips Flat Head Wood crews. .. • • . • 1.3 Chnsinv What used, the overall involuted bminsted glern was gang • • into an extruded altuninum frame Conned of 0.124"Annealod- 0.1 VD --0 117A"A a1euDecoudivee Inscx 0.124" Tempered /± Gast or 0.124"Ann 4 :0 ;110 24"A ea1ed -O.164"T Li t 1.4 Door Leaf Co - Bach door leaf was cawed firm 0.075" thick composite' material. Top rail and stiles constnoted from wood, with or without co site edge ban. !Wend AnaerMaties Plauagesand Weimar, Inn IMO lidetbants WalkSolto212-Plernportftirs,VA 23606 TitIt i p 757)596 188 'ON 0Z19- 818 -UL Sa1ONA321/X30NVNON WV61:11 1002 '61'43S -7 `SEP.19.2007:111: 19A1A " NORANDEX/REYNOLDS 772-878 -6724 • s• ; i`.0. ••+: ••. 9 , • •� t. tom•. tf.' ♦ • N0.887 'LQ sermestYna ZU 9091Z VA esmaXVIedmobtlet MRS vii ' I uomemira Malartgan =Pala PaPnaNC5.0.;* Sagei WOW on • •• • • • • • • •• • • • • • • • • • •••• • • • • • • • • • • • (ism 'off[ saw Nunn • . • •,g •441• Pagguelgatguubll goiStquelga zunrampaa intpuv • • •••• (S61PZ�6 ?4�� UV 9E •• •••• ••S••• 3106-01P11314 W • Zq ?x�[ Pen o �I MAY FE • 1100I•LL69I •. :• :' lit t SuinulaP *aria ? aJ ..1KuPOW SAL WsPlutifin •...cq patutead noa ptqftg * I0 sea sopqmouglia SAluigit egging =I @•L +`@M vOresaavvosui 14P1PS -3s2 wan saz utunituKtri ki o 44 Awn ilfflugg gigult Pug gruggigdgekt S `'n8 Pam Tin MISV M OP lige gni Igg PauginPugg Put' CASIGNISVPut £P8PG MIN WM ASV 0 WM pqnsttut ispeg re '8.6081Z/V 68OLZ lapdog .plojemq qtawatiqn 1*6104na Peurg0Pgd .1 PROM '+ 1r' ugusX9521 '.d sane OSP AS SifflallSglA MOP 1016 404,11 Wei v ad sapadeza vowdonora gems 103 PaPokkeywdaste as * 40$ i 'S pauopqm :MGM guPgatauuggs41 somanpaa w PaPWezi[ ougulkogY so *01 gAiggeddaS iguglriWV :£ gulPgS Armes Jo WO :WI JONI Xi dnS Pen441011 St SOWS tattikete9iati robluaisMain i4.0_00_1 4 r P_' 0 Coseparry: International Corporation 1033 Powis Road West Memo, IL 60183 Pry . n :;.a f f > ; . Raul Opaque or Ou • • • • • • ••• .• •. • • • • • • •• •• • • • • • • 'C ItiouNo.: N100 ''I30 -Psp 3 Cation Dotes 02117 . .•• ••. . . ,f :a rai`i It Door �1 � fojo rive Mee grierestr/Wood Name unless noted) bons Tested To: TAS 3aininnonivAW E3 F • • The of Product CertidoatIoa 4 only valid if to NAM Cogitation Label his been applied to the product as described this datums The teratiglitleril label nprovente product conformity to the applicable specilicadon aid that ell certifiestion enteric has been satisfied. Ibis proton hu been approved for Wing wAhta NAMV, CeigDsd Pefoduet Luting at >..: , F.1 zi,Y ,1 sv.vw; NAMre Outificatiol f tercp Aiealcon Netiont Standards in ituta (A (SI). • Couggoration X Single Easiving or Outswing U3 or ammo Madams Sire 3V xb'8" Miser' 4; PosiVes . . ••ate. • • •.. mirk Ratecl Yvs x saes +70/40 XX 6 6'8" +50.5/40,5 Yes 4 0> cr /Sidelit4 Ortillt Doerr 6'0"x61" +50.5/ -50.$ Glazed Melte Tea MOM Drawin N & Paaddl 3'II►'x6'8" M 1 Pad SW 3r* 3'p`x6'$" L. 7i1C Ttic Mama MIAS= ron firaiddlot Vex tor Opaque Door 6'0" x 6'8" Clued Sideline +551 -f50,5 O • r Door Glazed Slates ;xo S by r meddle:* Opaque Door Glazed SidcIItos • it • Doi w/$idelites WS Opaque Doors O1ezo OXX© Double W1$idelite.s Opaque Doors Glazed Metes 9'0" x 6'8" +5o. -s0.s iuocr* es Sidelite-Yes Door -Yes e-Yes • ;;- irc: 7f' rit. i 3 MMAW* � 3 ' 6 ' ' x 6' a " PAA-VJUli P/trll/i0/tlit2a$42 laael 3'o"x6'rp' 3b*x6'P Door- es Saddles -Yes 9'0" x6 +55J-50.5 12'6"x6'8" + '.5140.5 121" x 6'8" +55/ -50.5 Doom -Yee Sidelftes•Yes Y t MArM0107i89/10111130!13-02 Maximum hod Elat VO° 61, `s tee MA- WIAIMP/I0H1/1V11342 • Mahan Paid Sims !'0- x6TWiddw Yti'x6'e` Doors. es 81deiitee -Yes NIA-Irrrwt 11011 t/IU»1a idat rang Pangs a= SW'xillitldfix 3'rxion * Doore-Yes Sideiite -Yes •,, z MA- wL0rn,m 10/1I/19I13.02 Maximum Pod Ilia: ,.., i' 3'0"x6'8- National Accreditation & Management Institute, LuJl1S?A Merohaats Walk Suite 2*21N Tc1-757.594.8658iFax 437.394.8659 NAMI AUTHORIZED SIGNATURE: 0U9 -8L8 -ILL SOlONA3N/X3ONV ON 0 CIO nitgoldto Intone latel Corpora I91M Pawls t d Wet c csgo UU, 60155 *who: F er)aM , iMed Owe /swift or wowing Poor w:il lib ••• � d 8 • • Tested Tv: TAS * R r ■ x Tice "fie of prad*et Cdrdticpdei"t■ say valid If rhoMAIM Cer'tttfeaffsia Lobel keg Seta *plied tit alt• dam within thhdot. Zito gestIttobtkel to he so sped , god tiatt of . ties criteria bat been Tldo product has afar llifiagwi mini% CeWficatleas retied q ' lictrericiatiodissal .Sfands'ds institute Gime. • • Gadilleatkot Nt .i Codastkto tom! CMOS Dotes 1231001 Yr taw tom} ot The bport Ittuabor Nahum Peeuuue • • Drabsg Number & .. • • • t l azionsPondEsx3'0';xt"0"' r zx r,Y iu WL*09 XO/OX Sim wiSidelite Ii. a, -4 MA -wtata tan#tom Mahon Pond Moo 3"t'xriri4ikeeeYo"xS's ',J.ti ;..,.f .0.0 , t xO/OX Single wlSlddlta 6'O" x 8'0" +551 -50.5 Door -Yes Sitlelito•Yes +5031411.5 Doer-Yes Sidelites-Yes oXO Single w/Sfdelites +551-50.5 MMWLtft07li3911W /D/13-03 Motional Mod S Mix 0'er7Sideates3'0'x8'0" MA-WIAIIMUMWWW13412 ModgeoPred Soo MYStitito 37!" s sir' -03 12'4"x5'0" +50,5/40.8 MA-ilill+at014,9fto!) t/t1H342 Uai3i m (Nand Slur Yr :I"1 3'0' a W' PWI 1.05 OpegaeDoe s Glazed SldelIbe 12'4" x 8'0" +55/40.5 National Agegoditation & Sfeaggeggett Istituto, Ite11lS7d Mara tenb Walk State 202/N Tea- 781.594.8658ffes481 t.86S9 NAM AU'FIiORD SIGNATURE: .a • .•-y ZIEC c1 OCL9- 8L8 -Zit Sal • .F • ,111 _ ._.. Masan lie International Corparaf%e • _ • � > �e 5 I935 Pawls Road Dees Q1?�OOS W IL 60185 • • • • •. • Expiration Data 12131120011 set Rated Glued �rOutswingDear w =*Wet*bnpleak • (*!Woad grants unless noted) Speettiesdess Tested Ter, TA91 11o. : U. Math* of Proolat "is =treed If the NMI Ccrl1Seagee Labshes 70k: to t a as tide T don Met mu:seats Most to the east thatsdi earl � been This predi ethies heat f *Ms NAMrtC r gredueE� NAMLy „a I tote OANS1l. Ixs Ted > 1t Number or at Flame: : • • • Oradea Wadley A Ou11ww1 . .. • • Commode • • • •• • • • • •• •. .• • • • • •• •• • ODUCTk! + Csafigeradan x x Singte xx Douhlo xx Mexinoun Ske 3'o"x6">I" Olaf 3ro° x 6'8" • 6'0" x 6'8° 60 es 1401421041414 MA Wkfit 1901M9/J 21 vmaxanniaminvmontat MMxtmaro Pad Sly i'Or' :i�'��?N2 1 MM1MVUXiu16itN 1-02 ifinendio P ulSle3'4" Warr x 6'8" +6W.60 Miodnumaitall Woe Watt" Big* 11rlSidel n xo Stagts WI:UM tat *Wed Door 610" x 61?' Oliaed Mike Nage vadidaNtse *Wed Mite cZi "7" i • • CO" x 61" +60,40 x • Dear -Yee Welke-Yes DocouYes Sidolite-Yes Most SiMalites Door-Yes S1delites.Yes Itik•mill31'td 18119V t 2 ficel fros Ur as MMW1A11St61lnNY1 d1•a hat tain 6'i' MMWIA) t511611411119 1. aa'0»xdrer Seek x 61" 1-60 0 Shed Door-Yes Wellies-Yes Doable wSS deiites Glazed 12 oxxo Double voSidolttes sidatites•Yes Dooms Glazed SidOftse Yes -Yes MMy01Att3A6f1tit81102Q1t142 Mode= PAW Siat rtf's L letA,Vitielrliblitt241/19SOCOS fir_ ; S v,rr tilA-W1011.1116#17/1V1941021412 Ullitfld 3ax61r National Ac s& Management Institute, bell trio Merchants Walk Suite 202/New Te1-757.596.8658/Fa*- 751.594 8659 NAM] AUTHORIZED SIGNATURE: 06 �VOt l l LOOZ '61 'd3S OZL9- OL8 -ULL Sa1ONAR! /x30NVSON • • • • •.• • • • ••• •• •• • • • •• •• • • • • • • 31tt!JR N Lida C Wei s R.led Dom° • � 4 t `+ ed'T®. TAS AEI E 5P. • • +'�s ®!' Ca '�� ltth. as et haibeat tapplied eoei r ducks t itbf$d at +n! Idatopkonati p data toile *at ar 41� b best ep}sr �r M ' . i'L•LIa7• -‚- 'p': . t, , .. • Ted 1�Hpetprt Pty ConSpridlon or Magma � •met Drawing Number & Vif f � �Mll lMii✓•�Yi 111, 1 buoslos or 6't0" x /'O" MA• IL099Vt00f 101I101,11 d10mos a gi'^"p;"�si ,I.. Dcoo- Yea SYes *UM Sires wtSielelites 6'tY'x 8'O" Door -Yes Sidedite -Yes s 8'0" floor •Yee► Sielitcs Yes oXXO Doubts %ASidente s 12.6. x8'O" Notbkoll Accredited .* & liontgorteot Instikdo. It /11870 h[e Walk Sotto T4757.S94.$ az 57.94.8&59 NAM AUTHORIZED SIGNATURE: • 2ar WAX • • e•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• ••• • • • • • • • • • • • • • • - .••••040' OY00L IMMO! • • • • • • • • • • • • • • •••� tax.". ••• • • • • atsr WAX Fib WieM4 TO 7,�I�61Mw $ It WARM' Lai!� IWr Mal f/{. 4. MAWR MO or tworoAss IACW 8 v ^Z.�.,? . 1. rill %79111111Crc. ir.-31117. .7111111111111111 r 77777, 00 1111 tr IMOLOARILINZ MIS INN iii.77.11411.... :.-31rn,!1i13;')1111111111111111.11.1. ®t41 eIALydf AISMILZEILARILSIONDO 1 u0 SCUMS papa tan' wigwag N ° ht i,i - -: la 11 tJ� v.i I t�6� Y>..5i Olfrli SIXIII■r}:•I; all °41121-1A k ..i.•�I '. TLY/11 =1.Illrz LErArl.tR�. .?:[sI �_:z ]E i ;Rip xrai' .Y_i •v :T•irr'T')'C2 ci4 -17 11C,.' ir1- 411,1t.Y-i � X,' %�.x v CO CO -c • • • •• •• • • • • • • • • • ••• • • • ••• • • • •• 00 • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • ••• ••• • • • • • • • 00 • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ;Ty tt ti• la • .:t•j •• • f`PI • ify G ." G Ica 2 --1/2" 2 - -1 /Y 110xY • #10x5 /= 2-1/2" 110 x 5 110 x 2" 0' 110 x 1 •1/4" 10 x 3/4" {`Y^ rrx•r• LNG_ USIESHOW jtgiH @AM Q/S :NRESFmLD a tff • • ••• • •• •• • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• ••• • 4 • • • • • • • • • • • • • • • . s- • • • �. • • • •g _ • • • • -8' r _a . • • • •I- • • • y •• • • • • ••• •• i ^Pe . I e' MELECOS. I. ANODE ANALYSIS FOR LOADING CONDITIONS PREPARED. =KO ANp SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM NE DIFFERENT FASIENERS BEING CONSID,EREO FOR USE. JAMB, HEAD, AND XD 6" �U 10 WOOD OR ANALYZED 1 TAPCONS. A PHYSICAL, I .. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AMPA RDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MNMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1- -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 01 LBS. SEE DESUL 8° U H S£HE.rvn sr KW&KSET MAXIMUM SECURITY SERFS GRADE 2 GAMOR -At. AND DEADLOCK HARE TO SE SJSTALLEO AT 5 -1/2" CEMiERLINE. 4° X 4° FULL MORTISE BUTT HINGES. I • TYPICAL 4-99//1RB�tJAMB • • • • • • • • MIAMI -DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36th Ave. Miami, FL 33147 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.miamidade.gov 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 AW 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 roduct or i terial fails to net the requirements of the applicable building code. p • slilBS ?roduct'is approved as described herein, and has been designed.to comply with the Dlgh Velocity Hurricane �oh'e of the;ygda Building Code. I ESCRIP,PI(�iN: "HT -100" Aluminum Accordion Shutter = 1diP°PROY • • • • � .. ....� AOC[JMENT: Drawing No. 06 341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, Pty ed b>' Txaton Tomasetti Group, dated September 14, 2005, last revision #4 dated September 14, 2005, • .signed andseby V.J. Knezevich, P.E., bearing the Miami Dade County Product Control Renewal stamp with tha isiptice of !1"cc'eptance number and the expiration date by the Miami Dade County Product Control Division. ��ILE oiP4.CT RATING: Large and Small Missile Impact . Li,,,tELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 frled.and there has been no change in the applicable building cod‘ 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 # 46- 0328.01 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & E-4 as well as approval document mentioned above. . The submitted documentation was reviewed by Helrny A. Makar, P.E., M.S. 0 /Zc'(Ao e'J NOA No. 07- 0822.01 Expiration Date: 01113(2013 Approval Date: 10/29/2007 Page 1 • • • •...: • . :2; :Acknowledgment letter by Hurst.Awning Company, Inc., dated August 3,1999, signed Hurst Awning Co., Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0816.02 . A. DRAWINGS 1. Drawing prepared by Knezevich & Associates, Inc., titled "HT100 Accordion Shutter," Drawing No. 99 -802, dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6 of 6, signed and settled by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval.under 99 -0036. CALCULATIONS 1.. See Association's - generic approval under 99 -0036. D. MATERIAL CER'111,1CATIONS 1. See Association's generic approval under 99 -0036. • E. ' STATEMENTS • 1. Release letter issued by the Hi -Tech Shutter Group, Inc., .dated August 3-, 1999, certifying this product to meet the criteria of product tested and approved and • • •' • • allowing Hurst Awning Company Inc., to use the test results approved under Dade • • • . • •• :County Approval No. 99-0036, signed by Mr. Frank Cornelius. -by Mr. Frank.S. •Cornelius.' - . • :•;Letter by Knezevich & Associates, Inc., dated August 10, 1999, .certifying that the • •. . ::. • :••• drawing (No.. 99 -802) prepared for Hurst Awning Company, Inc., signed and sealed • .• : •••• by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic . • - • drawing (No. 96 -168): •. ••• . • . • • • . • . .4Acceptance letter issued to. Mr. Frank S. Cornelius on September 2l, 1999 turd • • . • • returned signed by Mr. Frank S. Cornelius on September 21,-1999, indicating to • •••• • •••• • please issue the proposed Notice of Acceptance.as submitted and reviewed. . EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 1110.01 DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 99-0036. C. CALCULATIONS • • . 1. ' See association s eneric approval - g under 99 0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E -1 1/./11//AP"- my A. Makar,.P.E., M.S. Product Control Examiner NOA No. 07 -0822.01 Expiration Date: 01/1312013 Approval Date: 10/2912007 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED E. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated December 19, 2002, certifying that the drawing (No. 02 -643) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J. Knezevich, P_E., is engineering wise identical to Hi- Tech's generic drawing (No. 02 -458). 2. Acceptance letter issued to Mr. Frank S. Cornelius on January 14, 2003 and returned signed by Mr. Frank S. Cornelius on January 15, 2003, indicating to please issue the • proposed Notice of Acceptance as submitted and reviewed. -5. . EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0328.01 A. DRAWINGS 1. Drawing No. 06 -341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group, dated September'14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. . B. TESTS • • • 1. . See Association's generic approval under 05 -0321. •. • • .• • • • : i • • • • C. • CALCULATIONS •:.1,: See Association's generic approval under 05 -0321. • • • ••..• .• .• • • • • • • D. : • •:QUALITY ASSURANCE • : • • • . • • • . • . • By-Miami-Dade Co unty Building Code Compliance Office. • • • •••.E. • • :M.A.TERIAL CERTIFICATIONS . • • • . •' • . : • • •t • See Association's generic approval under 05 -0321. • ..• F. STATEMENTS • 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated March 14, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Co., Inc. to use the test results approved under Miami -. Dade County Approval Na.05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Co., Inc, dated March 21, 2006, signed by Frank Cornelius. 3. Letter by Thornton- Tomasetti Group, dated March 14, 2006, certifying that the drawing (No. 06 -341) prepared for Hurst Awning Co., Inc , signed and sealed by Mr. V.: .3. Knezevich, P.E., is engineering wise identical to. Hi- Tech's generic drawing (No.05 -509). E -3 my A. Makar; P.E., M.S. Product Control Examiner NOA No. 07-0822.01 Expiration Date: 01/1312013 Approval Date: 10/29/2007 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NEW EVIDENCE SUBMITTED • DRAWINGS 1. None. B. TESTS 1. See Association's generic.approval under 05 -0321. CALCULATIONS 1. . See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Cade Compliance Office. • E. MATERIAL CERTJFLCATIONS 1. See Association's generic approval under 05 -0321. ••.••.F. STATEMENTS • •' • • • • • 1 . ; Acceptance letter issued to Mr. Frank S. Cornelius on October 28, 2007 and • • • returned signed by Mr. Frank S. Cornelius on October 29, 2007, indicating to • • please issue the proposed Notice of Acceptance as submitted and reviewed. r • • • ..•• •••• •• •• • • • • • • • • •••• • • •••• • • • • • • •• • • • • • • •• • • •• • • • • • • •••• • • • • - • ••••• E -4 p A. Makar, P.E., M.S. Product Control Examiner NOA No. 07-0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 • • IMMEET'n JUL 0 3 2U01 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sec-Oral Garage Door 9'- 0" Wide. 1/ APPROVAL DOC[4MI 1T: Drawing No. 101702 -24, titled "Door Models: 83, 84A, 93, 94,1193 & 1194", dated 11/18/96 • • with. last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. WesterTiefd, P.E., ispir.ipC the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number -- -'ration date by tlip•Miami -Dade County Product Control Division. • •FMPACT RATING: Large and Small Missile Impact 4/ • • LABIEL) G: Each•ygij shall bear a permanent label with the manufacturer's name or logo, city, state and following state state4rti:."4MiamillIhdaotmty Product Control Approved ", unless otherwise noted herein. • • • RENE 'yAL of this„liQ4l.shall be considered after a renewal application has been filed and there has been no change in the applicable building buildingaliginegatively affecting the performance of this product. • TERFtly413ON pf this NOA will occur after the expiration date or if there has been a revision or change in the materials, • • use, a'pcj/p= manuf'fcgtre bf the product or process. Misuse of this NOA as an endorsement of any product, for sales, advert .10r 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance 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 # 01- 0326.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by ont PE. NOA No 03- 0428A4 Expiration Date: August 21, 2008 V Approval Date: June 5, 2003 Page 1 Clopay Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Drawing prepared by Clopay Building Products Company, titled "Door Models 83, 84A, 93, 94, H93 & H94", Drawing No.101702 -24, dated 11/18/96, with last revision on April 2003, sheets 1 of 1, signed and sealed by M. W. Westerfielc PE. B. TESTS 1. Test report of large missile impact test per PA 201, cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on "9' x 8' door model 73'; prepared by American Test Lab of South Florida, report No. ATL 1112.01 -96, dated 11/13/96, signed and sealed by W. Mehner, PE. C. CALCULATIONS 1. Calculations dated 01/10/97; pages 1 through 2, prepared by M W. Westerfieldi signed and sealed by M. W. Wester, field, PE. .U. MATERIAL CERTIFICATIONS • • • q. T ? isJt'' test report No. CTL986B, prepared by Certified Testing Laboratories, dated • • • .4:6. . 12/76/9t signed and sealed by R Patel, PE. 2. Sa oViAr'tiy Exposure test report No. MIS 258592, prepared by Celotex Corporation • TestiFI$'ervices, dated 08/17/98, signed and sealed by R G. Miller, PE. • • r • • •STAT I TTS. • • •1. Affix /4,4 of minimum yield strength compliance prepared by Mark Westerfield • • empl4yad by Clopay Building Products Company, signed by M Westerfield and • • • • •.. notitriztett by S. E. Rodenhauser on 05/05/03. • • • .4• Afdlavitof no financial interest prepared by Mark W. Westerfiek4 PE. with no date, • • • • • signed by M. W Westerfield PE. and notarized by M. E. Knisley. 4 Letter of code compliance prepared by Clopay Building Products Co. on 01/10/97, signed and sealed by M. W. Westerfield PE. 5 Letter of no change issued by Clopay Building Products on 04/23/03 signed and sealed by M. Westerfield, PE. E -1 Candido F. Font, PE. Senior Product Control Division NOA No 03- 0428.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 GENERAL NOTES: • • ..• • • • ... .• •• • • • •. •• • • • • • • ••••• • 1.' ACCORDION SHUTTER SHOWN (14I Tg11°$ FP00IZCT APPROVAL DOCUMENT HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2004'L'I3I110N' OF THE PaYRIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,y,.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS RA •WIt it• LOADS *WAS *RV 'U%ED •IN THEIR ANALYSIS. A DURATION FACTOR CD =1.60 WAS USED FOR VERIFICATION OF C'ASTE,NERS" IN . 0 D; • • • ASSA /MID -RISE BERTH%.ACeQRDIOIS.SH1JTi' R ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER AIL REPORT # 0201.01 --96 AND 0701.01 -05, PER TAS -201, TAS -202 AND TAS -203 PROTOCOLS. •• • • • .• ••• •• 2. STAINLESS STEEL SHEEP .M . SCQEtS'U{ED Al' /LOUVER PIN SHALL BE # 10 x 3 ", 410 -HT MINIMUM SERIES W/135.0 ksi YIELD STREWTH :& :1841ks: TtN3lif ariENGTH. SCREWS SHALL BE COATED WITH XYIJAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Ca, BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS TO BE A.S.T.M. A -307 GALVANIZED OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4" 0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4" 0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. - 1/4" 0 x 7/8" CALK -IN AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON AND ZAMAC NAIUN ANCHORS INTO POURED CONCRETE IS 1 3/4 ". A.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED POWERS FASTENERS, INC. - 1/4" 0 x 7/8" CALK -IN AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND ZAMAC NAILIN ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". 6.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE. BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1, 1/2" LONG MINIMUM SHOULD STUCCO EXIST. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 6.1) & 8.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. THIS ASSA /MID -RISE BERTHA ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED IN WHOLE OR PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC, 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 10. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE LOCK SLAT (COMPONENT t.D ). ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: AC SHUTTERS AND AWNINGS, INC. HIALEAH GARDENS, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY nits ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION, INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THI P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED DEC 1 2 2005 IILIEC 0 Inc. 1LLIT TESTING & ENGINEERING COMPANY mow, x{b ste vmou t &to Phmt" : {�6)671.�t�i . Pfit ti (�Jf -l�:tt E9- 'OUO6719 WALTER A TILUT Jr. P. E. A LIc. fl 4167 F.B.G. (High Velocity Hurricane Zone) ASSA/MID -RISE BERTHA ACCORDION SHUTTER DRA BY: AC SHUTTERS a%, INC. 9811 NW 80th SUITE 7V PH.; ( 5 796- FiSX; }557.7821 12 /g1 /qs DATE Wit. tw NINON .1 * y 05 -372 DRAWING No SHEET 1 OF 9 • L. 3.875" • • 1.812' : 751° • • • • • • • • • • . ••• • • • • • • •W\•• • • • • • • • ••• • • •• • • • • • ••• • • • • • T .14 • • r7"•) • : ••• • • 3.875" 1812" 1.200'-1 .� • • • I • ,. •{ • • • Rn n.062" j x.700' 1.30r +-- -1.818 • • ••• • 879' - 1.1a6 " 2.000" 3.875" •.-.�• • •• ••• •• REGULAR • • • • • 3 • . • . . . .. • ALTERNATE RA•° 1-tE2 t1 R-MA�.L. MOUNT. A SILL --WALL MOUNT. (INVERTED USE SCALE: 3/8" = 1" 0,75 p. 3.234" .431" ---- 0.844" 3.025" lj SILL SCALE: 3/8" = 1" ^1.888"-- - �1.810°---- .s00" Q 180' STARTER SCALE: 3/8" = 1" - --- 1.928• r i l7" use -7 2.27x" " ___2.033 "_1 1 IQ FEMALE LOCK SLAT SCALE: 3/8" = 1 " 3.234 " - 11711 "-,-2.048•. 0,475" .082" 1- 1-1--o.844* 3.025" REGULAR 0 90° STARTER SCALE: 3/8" = 1° 1.000 .812' -7 1 3.840" Max. 0.584° 0.700" .102' ALTERNATE HEADERS -WALL MOUNT. SCALE: 3/8" = 1" SILLS SCALE: 3/8" = 1" 3.025" ALTERNATE 0 LOUVER BLADE SCALE: 3/8" = 1 " COVERED UNDER US PATENT # 5458179 _c7"- --- t4.-y 3 - -- 2.me0" ---I PLAN FRONT ELEVATION 0 OUTSIDE LOCKER # .1 SCALE; 3/8" 1" COMPONENTS 1.827" 1 J SILL BOTTOM ADAPTER SCALE: 3/8" = 1" 1/4 "0 - 20 S, S. THUMBSCREWS }G, LOCKING Pits SCALE 3/8" = 1 12" Mtn. FOR UP TO 9'-0" SHUTTER BLADE LENGTHS AND 24" Mtn. FOR St_UTTER BLADE LENGTHS GREATER THAN 9 - 44-0125' J 0t 3.750" 1. 1 -1 PLAN SIDE ELEVATION Q INSIDE LOCKER # 2 SCALE: 3/8" = 1" DEC 1 2 2005 3.124' 1.812° I 1.312" - 1.124" 2.000" REGULAR ALTERNATE HEADER CEILING MOUNT. SCALE: 3/8" = 1 " SILL BOTTOM ADAPTER SCALE: 3/8" = 1 " 2.873" I I--- 1.888 "���'''{{{ }- 4.807' 0.270" 0.580" 0 MALE LOCK SLAT SCALE: 3/8" = 1" TILU1' TESTING & ENGINEERING COMPANY Basey '> v o�a + sa18a . t E8- 0008712 WALTER A. TILUT Jr.. P. L FLORIDA. Uc. $ 44187 0 FEMALE /FEMALE ECONO BLADE SCALE: 3/8" = 1" F.B.C. (High Velocity Hurricane Zone) ASSA /MID -RISE BERTHA ACCORDION SHUTTER AC SHUTTERS AND AWNINGS, INC. f 378) 9811 NW 80111 7V PH.: (305�H -O2 88. FAI0 305 17 -7621 DRAWN BY: S.M. 12/01/05 DATE 05 -372 DRAWING No SHEET' IA OF 9 CONCRETE ANCHORS • (SEE •SCIE •EO�LE) • #10x3" S.S. 3 M S. W/ 3 5,et LW NYLON • • • • • • 4.11 NG. (Typ. 'TOP). 1%003" �SRL S.RI6. • • % • NYLON BtJ5Ft81N0 (Typ) • :i.:. ••• • • • • • • • • •• • • SEE SCHEDULE 1 FOR MINIMUM TOPTXOSTING ORCONCRETE REQUIRED pkL�OR rir R 10x3" S.S. S.M.S. W/ 3 8 "0x7/8' LONG NYLON BUSHING. (Typ. BOTTOM). WALL MOUNTING INSTALLATION — SECTION A scAL.E: 3/8" = i" #10x1 /2" S.M.S. C 6* G.G. CONCRETE (SEE SCHEDULE) 1003" S.S. S.M.S. W/ 3/8 "0x5/8" LONG NYLON BUSHING. (Typ. TOP). #10x3" S.S. S.M.S. W/3/8 "0x5 /8a LONG NYLON BUSHING (Typ.) L- ---SEE SCHEDULE FOR MINIMUM SEPARATION TO EXISTING GLASS / / / / /)// /1 I POURED CONCRETE OR WALL REQUiRRED K ,//:/// Cfi cramscHrur WALL MOUNTING INSTALLATION -- SECTION Al SCALE: 3/8" = 1" #10x3" S.S. S.M.S. W/ 3/8 "0x7/8° LONG NYLON BUSHING. (Typ. BOTTOM). 5 /8" HOLE TO INSERT SCREW TTHHRU SILL. INTO ANCHOR. (REMOVABLE INSTALLATION) 001IER WITH NYLON CAP. .#10x3" S.S. S.M.S. W/ 3/8 °0x7/8° LONG NYLON BUSHING. (Typ. BOTTOM). #10x3/4" S.M.S. " G.G. EDGE OF SLAB IF APPLICABLE POURED CONCRETE AMUSED 1 tea 1/4 °6 ,-20 S.M.S. W /FULL PENETRATION INTO CALK -IN ANCHOR (SEE SCHEDULE). OR GOONCQR CONCRETE FLOCK WALL REQUI #10x1/2" S.M. 61 6 "DC. (SEE SCHEDULE) POURED CONCRETE REQUIRED EDGE OF SLN3 IF APPLCABLE M� 2"x3" OR x4" OR «5" x1 /8" ALUM. F1x1RE0RRREEN17iETE 10x3" S.S. S.M.S. W 3/8 "0x8/8" LONG NYLON BUSHING ayp•) #10x1/2" SAS. m6 °0.0. POURED sR� #L0x3" S.S. Wf 3/9"0x8/8" LONG NYLON BUSHING. (Typ. TOP). FOR MINIMUM SEPARATION TO EXISTING GLASS r/4" 20-SS. -BOLTS - W/ NUT & WASHER 0 12" O.G. 110x3" S.S. Alin. S.M.S. W/ 3/8"0x5/6" LONG NYLON BUSHING. (Typ. TOP) / OR #10x3" S.S. S.M.S. W/ 3/8"0x7 LONG NYLON BUSHING. (Typ. BOTTOM). ALTERNATE W/33/8 0x5/8° LONG NYLON BUSHING (T)p.) `-SEE SCHEDULE FOR MHn:J 1 SEPARATION TO 1 EXISTING GLASS #1013/4" S.A.S. 8" O.C. EDGE OF SLAB IF APPLICABLE CONCRETE ANCHOR 8th" (SEE SCHEDULE) CEILING & FLOOR MOUNT. INSTALLAT. ,- SECTION B scab: 3/8" = 1" INSTALLATION DETAILS #14x3/40 S.M.S. 6" 0.0. 1 °x2 "x1 /8" Alum. ANGLE Cont. (6083 -T6 ALLOY) POURED CONCRETE REQUIRED OR ANCHOIRG (SEE SCHEDULE) REMOVABLE FLOOR MOUNTING INSTA TION — SECTION 91 SCALE: 3/8" = 1" �t7 "r-9 ALTERNATE .500" 1/4°0 -20 5.8. WASHER iN 2" C.C. 2 "x3" OR x4" OR x6" x1/8° ALUMINUM ANGLE WALL MOUNTING INSTALLATION 'OFFSET) — SECTION C1 SCALD: 3/8" = 1" OR © #10x3" S.S. S.M.S W/ I3 /8"d�x7 8" L G NYL/ON , ,/ R 1.000" Mtn. BUSHING. (Typ. BOTTOM). CO NCR SO ANGHO)�AALUMINUM x1/8" NGLE 2 U1�& WASHER 0 WALL MOUNTING INSTALLATION (OFFSET) —_SECTION C #10x3" S.S. S.M.S. W/ 3/8 "6x7 /8" LONG NYLON BUSKING. (Typ. BOTTOM). #10x3/4" S.S. S.M.S. OR 3/16 "S Alum. POP RIVETS IW 6" O.C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. EDGE OF SLAB IF APPLCABLE igR III 1/4'0-20 S.S. S.M.S. W /FULL. PENETRATION INTO CALK -1N ANCHOR (SEE SCHEDULE) REMOVABLE FLOOR MOUNTING INSTAL.L,ATION 4.000" Min SCALE: 3/8" = 1 E. D. (SEE EDGE DISTANCE EET 8 EDDUI..EE ON Approved as oftesdems das 0. D -- ----^� Dsge s "- SECTION 82 coo. /8"0x7/8" LONG NY W/ 3 N BUSHING! (Typ. BOTTOM). -- 110x3 /4" S.M.S. A' 0.0. SCALE: 3/8" = 1" F.B.C. (High Velocity Hurrik ne Zone IL/1iEo.M\ TILUT TESTING & ENGINEERING COMPANY ems E8- 0008718 Matilrat WALTER A. 'RUST Jr., P. E. FLORI'. Lk. ' 44167 ASSA /MID —RISE BERTHA ACCORDION SHUTTER Dom' I,BY' AC $RUNNERS AND AWNINGS, INC. gam) PH 305H� FAX. 305 1a 7821 '12/01/05 DATE 05 -372 DRAWING No SHEET 2 OF 9 SI AS • y CAME • • • • • • • • • • • • • ALTERNATIVELY TO CONNECTION AT TOP UP, USE #10x3/4" S.MS. OR 3/18 "a Alum. POP RIVETS Bti 6" O.C. AT THIS LOCATION. • • • • • • SEE SCHEDULE FOR MINIMUM SEPARATION TO FUSING GLASS ALTERNATIVELY TO CONNECTION AT TOP LIP, USE 10x3/4" S.M.S. OR 3/16'0 Mum. POP RIVETS at 6" O.C. AT THIS LOCATION. 3, 3/8" LONG NYLON 3S" N BUSHING. (Typ. BOTTOM). EDGE OF SLAB IF APPUCABLE ALTERNATIVELY TO CONNECTION AT TOP UP, USE f1Ox3 /4` S.M.S. OR 3 /11E2 Alum. POP RIVETS !G 6° O.C. AT THIS LOCATION. EDGE OF SLAB PUCABLE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 01' SCALE: N.T.S. WALL MOUNTING INSTALLATION (OFFSET) -. SECTION C1' SCALE: N.T.S. CONCRETE ANCHOR (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION - SECTION 0' SCALE: N.T.S. INSTALLATION DETAILS Q >Oro >i CD> .0>O>0>0. 0>.0.> #10x3° S.S. S.M.S. W/ 3/8°4140/13° LONG NYLON BUSHING. (Typ. BOTTOM). /100/4" S.M.S. OR 3/16 "0 Alum. POP RIVETS 0 0 as Q.C. SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REQUIREMENTS REMOVABLE FLOOR MOUNTING INSTALLATION - SCTION 82' SCALE: N.T.S. ASSA /MID --RISE BERTHA ACCORDION SHUTTER P PPP ►P' ►PP TYPICAL ELEVATION N. T. S. DEC 1 2 2005 rlenrrrr /1itTio1.\ TILLrr TESTING & ENGINEERING COMPANY UM' aft; g4ar;i :iLlo"M :WenfiliA 331" EB- 0106718 WALTER A. T1WT Jr., P. E. FLORI LUa. r' 44167 DRAWN BY: S.M. 12/01/05 DATE 05-372 DRAWING No SHEET 3 OF 9 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • 1 1/2`x1 1/20 OR 1 1/2 "x2" OR 2 "4" OR 2 "x3" OR 2°x4" OR 2x6° x1/8" ALUMINUM ANOL.E (8083 -T8 ALLOY) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 14x3/4" S.M.S. OR 3/18 "0 ALUMINUM POP RIVETS +m 9` 0.C. ALTERNATE CLOSURE DETAIL W/ SCALE: 3/4' = 1" N ONLo • • ASIDE LOCKER OR OUTSIDE LOCKER SHAD. ALWAYS 88 USED FOR ANY SPAN AT INSTALLABONS WITHIN THE 30 FEET OF BUILDING AND FOR SHUTTER SPANS GREATER THAN 8'-0 ", FOR INSTALLATIONS AB01/k 30 FEET 01810ELOLOC : +.+ SHAM TD (T? *WHY MEANS OF 2 TRIMS SCREWS ONLY USING $: =KEEL LOCKER O MAY BE 1 +1. AS AN INSIDE LOCKER IF A HED TO ((4 & W/ 1/4 _20x1' LONG S. S. THREADED BOLT W/ 1 4 00_20x9/8° Y ALUMINUM RIVNUT. SEE INSTALLATION AIL ON OUTSIDE LOCKERRCASH /ALL BE ATTACHED T RU & 1 W/ 1/400 -20 S.S. SIDEWALK BOLT THREADED BOLT W// Yt 4:20x8 8 IN W 1 "THRORFADED ALUMINUM RIVNUT. SEE INSTALLA DETAIL. ON THIS SHEET. o• o). FOR INSTALLATIONS WITHIN THE FIRST 30 FEET ELEVATION OF 8Ui 'INO MEASURED AT BOTTOM OF SHUTTER AND IN ADDITION TO EITHER 13 OR_Q _ _ _ USED LOCKERS, A REGULAR T LOCK MAY BE USED FOR SECU- PURPOSES AT ANY DESIRED LOCATION OF CENTERMATE (INSIDE OR OUTSIDE). WHEN USED INSDE, MINIMUM SEPARATION TO GLASS SHAD. ALSO 88 VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER IS MORE CR11C1LAL). b). FOR 'INSTpU.ATIONS ABOVE 30 FEET ELEVATION OF B J8DING MEASURED AT BOTTOM OF SHUTTER AND SKIMP SPILLS UP TO 8 -0 °, ONE T LOCK MAY BE USED 04 UEU OF LOCKERS GO OR WTAT MIDSPAN OF CENTERMATE FACING OUTSIDE OR INSIDE. WHEN USED INSIDE, MINIMUM SEPARATION 10 GLASS SHALL ALSO BE VERIFIED FROM THE SHOWN ON TIP SUCH T 8 (WHICHEVER HEVER IS CAl ). SHUTTER COMPONENTS SECTION I) NOTE : SEE NOTES ON LOCKS ON THIS SHEET, VALID ALSO FOR SECTION E1 AND ONE SIDED SHUTTER. SCALE; N.T.S. E00E OF SLAB (ALTF.itNATE TD 0 ) * SECTION D1 (MULTIPLE SHUTTERS) SECTION E SCALE: N.T.S. 2x2 "x1/9" OR 3"x3°x.090' ALUMINUM TUBE (6083 -T5 ALLAY) SCALE: N.F.S. } (INSIDE) 1 1/2 "x1 1/2" OR 1 1/2 "x2" OR 2 0x2" OR 2"x3" OR '2'"x4" OR 2"x6" x1/8" ALUMINUM ANGLE (6063 -T6 ALL0Y) Alum. RIVNUT t (Dip.) NOM � SiQ �F •• (OUTSIDE) NYLON SCREW HEAD ALTERNATE USE OF as LOCKER • W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER SCALE: N.T.S. ASSA/MID-RISE BERTHA ACCORDION SHUTTER DRAWN eY; � s.M. SECTION El SCALE: N.T.S. /1itTEZ3.\ w.l�l�■ MLR' TESTING & ENGINEERING COMPANY IISBIL .� /aOB� ilMirritirl 53188 EH- 0008718 WALTER A. TILUT Jr,. . E. FLORIDA Liu. 44187 12/01/05 DATE 05 -372 DRAWING No SHEET 4 OF 9 • • •. • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • •••• • • •••• • • • • • • • • • • • • ••• • • ••• • • • • • • •• • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4 • LAG SCREWS 0 8" O.C. Ni f 1 2' IM � n. TO WOOO HEADER 1'x3" OR 10-` OR x5" x1/8" —Num. ANGLE (8083 -18 ALLOY. /10x3' S.S. S.M.S. IN/ 3 /8'Cx5 /8' LONG NYLON DISHING. (1y(1. TOP). r 1" Min. I*x4 "4/8" (Min.) 8083-15 Num. 111SE W/ 3)5/i18°•LR OR .10 LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2* Mtn. THREADED TN W 2N. Min. 2'x4" WOOD PLATE REG'D. ScHEOULE FOR Mtn. SEPARATION 10 EXISTING GLASS ALTERNATIVE 1, ALTERNATIVE 2 C ILING do FLOOR MOUNTING INSTALLATION — SECTION SCALE: N.T.S. 1. INSTAUATIONS ARE ONLY YALE/ FOR BUILDINGS WITH DESIGN LOAD UP TO 753 pp 9.f. AVE) 9'-0" Max. SHUTTER SPAN. 2. NEW 2° x 8 P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 :tE M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW 0 FRAMEIC O TRU00 : WO DRM � TO BE SOUTHERN Approved as sompitylog vela Ito o r 2-�d NOAH syDiMisedv F.B.C. (High Velocity Hurricane Zone) ASSA MID —RISE BERTHA ACCORDION SHUTTER DRAWN BY' S.M. 12/01/05 DEC 1 2 2005 TILUT TESTING & ENGINEERING COMPANY laoHL9t §w,1a 9 . i9¢. 8MI uF 7 0A�, P-, 33188 EM- 0008718 WALTER A. IIWT Jr., P. E. FLORIDA Lis. 44107 05 -372 DRAWING No SHEET 5 OF 9 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • •••• •••• •••• •••• • • • •••• • • • • ••• • • • • .•• • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• 1 4ilililili¢itilililitill�C!j J i, /r 11,viiiiiiilie: ilion='ii 2 °•8° Cont. W000 HEADER REQUIRED 1/4 °0x3" LONG LAG SCREWS 09° O.C. W/ 1 1/2 Min. PENETRATION TO BOOSTING WOOD HEADER. #10x3' S.S. S.M.S. W/ 3/8°04/8° LONG NYLON BUSHING. (T+m. T0P1. EXISTING GLASS • I1 II 11 11 u #1/0•3° S.S. S.M.S. LONG NYLON /8, BUSHING. (Typ.) Ow WALL MOUNTING INSTALLATION — SECTION Al, SCALE: N.T.S. 2'x4" WOOD PLATE REQ.D. ROM 1. INSTALLATIONS ME ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75,3 p.a.f. AND 9,-0° Max. SHUTTER SPAN. 2. NEW 2° • 8 P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 10 % M. M. C. W/ _ _ SPECIFIC DENSITY ( 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: .WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4'0 LAG SCREWS 8° O,C. W/ 1 1 ° Min. THREADED 10N °i ow-.01 Labi-wiro EDULE FOR MINIMUM SEPARATION TO EXISTING GLASS WOOD 0 UED REIR 1 \ r f\ I ALTERNATIVE 1 .r 4' OR O OR di 310x3° 5.3. S.M S. W /80.7/8' LONG NYLON BUSHING. (Typ. BOTTOM). DEC 1 2 20 1/4 °0 x LAG SCREWS 0 8° 0.C. W/ 1 1_/2° Mtn. THREADED PEENNE1RA11ON TO EXISTING WOOD HEADER. #10•3' S.S. S.M.S. W/ 3/11"04/11* USHING. (Typ. TOP). NYLON . WOOD HEADER REQUIRED SCHEDULE FOR MINIMUM SEPARATION TO EXISTING GLASS ____[-----MM 11 II 11 11 II U Oil OR9 #10•3° 5.5. S.M.S. W/ / LONG NYL Nom° BUSHING. (Typ.) ALTERNATIVE 2 00R WALL MOUNTING INSTALLATION (OFFSET) -- SECTION AZ SCALE: N.T.S. II > Date 0 NOM o — "2.2d • l . Mod PadmICoMM01 By Zad F.B.G. (High Velocity Hurricane Zone /1TCEco1.\ TILLIT TESTING Sc ENGINEERING COMPANY 6355N.W. Ulu Ste �, tIk6WA FILM 3.3166 Memo o 901071.•1•30 ' rag •. CIS -,83, EB- 0008719 WALTER A. T91JT dr., P. E. FLORIDA 44107 ASSA /MID -RISE BERTHA ACCORDION SHUTTER AC SHUTTERS AND AWNINGS, INC. 9811 NW 80th A g SLATE 7V PH,: (305)799-208a. F�Ui 305 7 -7821 DRAWN BY: 8.14. 12/01/05 DATE tel o�ae Wit tie oaeeerooll MTE 05-372 DRAWING Na SHEET o OF 9 • • •• •• • • • • • • • • • •• • • • • • • • • • ••• • • • ••• • • ALTERNATIVELY TO CONNECTION AT TOP Up, USE ttOx3 /4" S.M.S. Oft 3/11; NP *NI POP • • RIVETS • 6 O.C. AT THIS• • • 1/4'0 LAG SCREWS O 6" O.C. W/ 1 1 2" Mtn. THREADED P 2 * 4" W000 PLATE REQ D. • •• • • •• •• • • • • • • • • • ••• • • • • •• • • • ••• • • • • • • • #104/4a SA4.S. OR • • • 3/1004,14 POP RIVETS 0 6 O.C. •• • • • • • • • ••• • • • • • • • •• • • • act © #10x3/4" S.M.S. OR 3/16 "• Alum. POP RIVETS 1 6" 0.a. EXISTING CLASS 1.900•-•• 1/4"11-2O S.S. BOLTS 0 12" 0.0. W/ NUT & WASHER 2 "x3" OR x4" OR x8" x1/8" Nun A4GtE (6063 —T6 ALLOY. 11003" S.M.S. W/ 3/8"0x7/8" LONG NYLON BUSHING. (Typ. BOTTOM). ALTERNATIVE 1 WALL MOUNTING INSTALLATION (OFFSET) — SECTION *' SCALE N.T.S. WOOD OR TTRRUSSTRUSSES O.0 REQ RED 414x3/4" S.S. S.M.S. 0 6' O.C. #104" S.S. S.M.S. W/3/8"08 8` LONG NYLON ( YP•) Num. TUSE 1°x4 "x1/8" (ice /.) 80,13-15 LAG SCUREWSwTO tRYRAFTER OR TRUSS. LOCATE SCREWS AT MIDWNDTH OF EIgS11NO WOOD MEMBER. (2" Mtn. NOMINAL WIDTH) W/ 2" Min. THREADED PENETRATION. #10x3" S.S. S.M.S. W/ 3/811/8 ",LONG NYLON BUSHING. (!'pp. TOP). SEE SCHEDULE FOR Min. SEPARATION V OR TO EXISTING GLASS #100/4° S.M.S. OR 3/16 "0 Arum. POP RIVETS O 8° O.C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE 10x3/4" S.M.S. OR 3/16'0 Alum. POP RIVETS •8'0.0.ATTHIS LOCATION. 71 I / #10x3* /8"0xx7/8" LONG NYLON BUSHING. (Typ. BOTTOM). #10x3 /4" S.M.S. OR 3/18" 0 Num. POP RIVETS 1 6" O.C. 2St$" WOOD DECK REQUIRED CEIUNG & FLOOR MOUNTING INSTALLATION — SECTION B' SCALE: N.T.S. INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS DEC 1 2 2005 NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH DESIGN LOAD UP TO 78.3 pp.sf. AND 9' -0' Max. SHUTTER SPAN. 2. NEW 2' x 6" P. T. TO BE SOUTHERN PINE No. 2. SURFACED ART WITH 19 X M. M. C. W/ _ _ -SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TILUT TESTING It ENGINEERING COMPANY 0.15104.0, 1 1 on3aol-5. .Rite 3408' - .1134 «• WALTER A. TIUJT Jr. P. E. FLORIDA LTa. 44107 Approved ea emptying $ ,the Bate O Zoc9.6 NOM Miami Bade Pindant Coattv1 F.B.C. (High Velocity Hurricane Zone ASSA/MID—RISE BERTHA ACCORDION SHUTTER DRIMN BY` AC SHUTTERS AND AWNING % INC. ilSSA • SIM 9811 NW 80th AVENII SUITE 7V PH 31HGS F7 g -7621 12/01/06 DATE 6EtItt6PJS MW t9ttr Rte 05 -372 DRAWING No SHEET 7 OF 9 • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • • •• •• • • • • • ••• • • • • • • • • • • MAXIMUM DESIGN LOAD "W" (p.a.f.) MAXIMUM • PANEL SPAN i (8.) • • • • • • i 4411.113M SEPAATIOt i • 40 GLASS 414.) • • •• « a 45.1 I2'-0" 13' -0" • 41° • • •2 t/4 47.8 12'-0` 12'-8° •• 4 °:.:: 2:1A °: 49.0 12'-0" 12'-6° • • • "•4 ": 41 • • • • • 2•1/X2° 2 1/2" 50.5 12' -0" 12' -4" 4" 52.0 12' -O" 12' -2" 4' 2 1/2" 52.4 12' -0° 12' -l' 4" 2 1/2" 55.0 11' -10° 1V -10° 4° 2 1/4" 55.2 11' -10" 11' -10" 4" 2 1/4" 55.6 11 " -4" 11'-9" 4" 2 1/4" 57.2 1V -4` 11' -7" 4" 2 1/4" 58.6 11' -4" IV-5" 4° 2 1/4" 58.8 11' -4' 11' -5" 4° 2 1/4° 59.5 11' -4" 11' -4" 4" 2 1/4" . 59.7 11' -44 11'-4" 4" 2 t /8" 61.5 11' -2" 11 " -2" 4" 2 1/8" 81.8 11 " -1" 1t " -1° 4° 2 1/8' 81.9 11' -1° 11' -1" 4" 2 1/8" 63.4 11'-0° 11' -0' 4' 2 1/8° 836 11'-0" 11'-0" 4' 2 1/8" 83.7 1V-0" " -0' 11' -0' . 4" 2 1/8° 66.9 10 " -e" 10' -8" 4" 2° 67.0 10'-8" 10'-8" 4" 2" • •• • •• • • •• » Ih • • i•: . "0 II L. i:�,, ci (VALID FOR SECTIONS A, Al, B, B1, 82, C & Cl ON SHEET 2 OF 9). • ••NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GIVEN OPENING, IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. • • • • •����*� •�� I4MUM DESIGN 44 0AD MAXIMUM PANE. SPAN OW WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) MINIMUM SEPARATION TO GLASS (In.) t •• NOTE 3 • a ! $2.5 10' -a" 10' -8" NOTE 3 4" 2" 4.0.1 • 10' -6" 10' -6" 9" 4" 2" ! • J?.t 10' -5" 10' -5" 9" 4" 2° 71.4 10' -4" 10' -4' . 6" 4" 2" 71.5 10 " -4" 10' -4" 9" 4" 2" 72.9 10' -3" 10' -3" g" 4" 2" 75.1 10' -1" 10' -1" 50 4" 2" 75.2 10' -1' 10' -1° 2 1/2" 4" 2" 75.3 10' -1" 10' -1' 9" 4" 2" 77.0 10' -0' 10' -0' 3 1/2" 2" 77.5 9' -11" 9, -11" 3 1/2" 2" 78.8 9' -10° 9' -10" 3 1/2° 2" 80.7 9, -9" 9,-9" 3 1/2" 2" 81.5 9'-8" 9'-8" 3 1/2° 2° 92.5 9'-8' g•-8° 3 1/2" 2° 83.4 9' -7" 9' -7' 3 1/2" 2" 88.2 9' -5° 9'-S" 3 1/2" 2" 86.7 9, -5° 9,-5" 3 1/2" 2" 86.8 • 0' -5" 9' -5" 3 1/2" 2" 88.5 9' -4" 9'-4" 3 1/2" 2' 90.3 9' -3" 9' -3" 3 1/2" 2" 90.8 9' -2" 9' -2° 3 1/2" 2" MAXIMUM DESIGN PRESSURE RATING MW" (D.e.f•) ARO CORRESPONDING MAXIMUM ANCHOR SPACING (Int) SCHEDULE. + (VALID FOR SECTIONS A, Al, 8, 81, B2, C & Cl ON SHEET 2 OF 9). MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR MOUNiINGNO INSTALLATION TOP OR BOTTOM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 NO1E 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 TO 81.8 9" 9" 9" 9" 9" 3 1/2" 9" 8 1/2" 6" 9° 9" 6" 7" 7" 5" 9' 6" 4 1/2° FROM 61.9 TO 75.3 9" 9° 8 1/2"f 9" 5 1/2" - 9° 7° 5 1/2" g" g° o 9" 7° 3° 9" 50 40 FROM 91.4 75.4 9" 7 1/2" 4 1/2° 8" 2 1/2" - g" 8' 5° 91.5 TO M 120.0 9" 3 1/2 °3 1/2" 6" - - 7 1/2 "4 1/2 °4 1/2° 120.1FT0196.15 1/2"3 1/2" - - - - 5 1/z °4 1/2° - FRTO 226.3 188.2 3 1/2"4 1/2" - - - - 4 1/2 "4 f 1/2" - ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCG. VAUD FOR SPANS OF 5' -O" OR LESS. (2) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 5'-O" TO 8 " -6 ". (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -6" TO Max. ALLOWED. MAXIMUM DESIGN LOAD w" (p.s.f.) MAXIMUM PANEL SPAN (ft.) MINIMUM SEPARATION TO GLASS (tn.) • •« - • a• 91.4 9'-2" 8' -2" 3 1/2" 2' 92.7 9' -1" 9' -1" 3 1/2° 2° 93.8 9'-0" 9'-0" 2 7/8" 2" 94.8 9'-0" 9'-0" 2 7/8" 2" 96.6 a' -11" 8' -11" 2 7 /a" 2" 96.8 8' -11" 8' -11' 2 7/8" 2" 97.7 8' -10° 8' -10" 2 7/8" 2" 100.5 8' -9" 6' -9" 2 7/8° 2" 101.5 8'-8" 8'-8" 2 7/8" 2" 103.7 a' -7" 8' -7" 2 7/8° 2" 106.5 8' -6" 8'-8" 2 7/8" 2" 108.8 8'-5" 8' -5" 2 7/8' 2" 110.8 8' -4" 8'-4" 2 7/8" 2° 111.0 8' -4" 8' -4" 2 7/8" 2° 114.1 8' -2" 8' -2" 2 7/8° 2" 118.5 8' -2" a' -2" 2 7/8" 2" 116.9 6' -1" 8' -1' 2 7/8" 2" 117.6 8' -1" 8' -l" 2 7/8" , 2° 119.7 8'-0" 8'-0" 2 7/8° 2° 120.0 8'-O° 8' -O" 2 7/8" 2" 121.2 7' -t0" 7' -10" 2 7/8" 2" 122.5 7'-9' 7 " -9" 2 7/8" 2° + USE TAPCON ANCHORS, ZAMAC NAPA & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE. FOR E. D. LESS THAN 3 ". REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2 "). THIS OPERATION SHALL ONLY BE PERFORMED WHEN REQUIRED SPACING RESULTS INTO A MINIMUM OF 3" O.C. ACTUAL E. D,=•= EDGE DISTANCE FACTOR 2 1 /2" .75 2" .50 TAPCON OR CALK -IN ZAMAC NAIUN TAPCON OR CALK -IN UP TO 75.3 p.81.. 75.3 p.a.f. TO 226.3 p.a.f. ANCHOR LEGENDS 2)) HA FORS REQUIRED S 133 ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W /TRACK "A" (TOP & BOTTOM) SHALL BE INSTALLED STAGGERED AT Max. SPACINGS INDICATED ON SCHEDULES. MAXIMUM DESIGN LOAD "W' (p.•.f.) MAXIMUM PANEL SPAN (8.) MINIMUM SEPARATION TO GLASS (In.) • b • . M 125.3 7' -7" 7' -7" 2 7/8" 2" 125.8 7'-8" 7' -6" 2 7/8" 2" 126.7 7'-6" 7' -6° 2 7/8" 2" 129.6 7' -4' 7' -4' 2 7/8" 2° 130.9 7' -3" • 7' -3" 2 7/8" 2' 131.6 7' -2° 7' -2" 2 7/8" 2" 134.3 7' -1° 7' -1" 2 7/8" 2° 138.2 6' -11" 6' -11" 2 7/8" 2" 137.9 (V-10" 6' -10' 2 7/8' 2" 140.7 6' -9" 6' -9' 2 7/8" 2° 142.8 6' -7" 6' -7" 2 7/8° 2" 143.5 , 6' -7" 6' -7" 2 7/8" 2" 147.0 6, -5" 6' -5" 2 7/8" 2" 148.4 6' -4" 6'-"4" 2 7/8" 2" 152.8 8' -2' 8' -2' 2 7/8" . 2° 153.1 8' -2" 8' -2' 2 7/8" 2" 158.8 6' -0° 6' -0" 2 7/8" 2" 157.5 8'-0" 8 " -0" 2 7/8" 2° 157.8 6'-0" 8'-0° 2 7/8" 20 160.8 5' -11" 5' -11" 2 7/8" 2" 181.7 5' -10" 5' -10' 2 7/8" 2" 164.4 8'-9° 8'-9' 2 7/6' 2° MAXIMUM DESIGN LOAD "8" (p.a.f.) MAXIMUM PANEL SPAN (ft.) MINIMUM SEPARATION TO GLASS (In.) • •« * so 185.2 5' -9° 5'_g" 2 7/8° 2" 168.1. 5' -8' 5'_8" 2 7/8" 2" 168.7 5' -7" 5• -7" 2 7/8° 2" 170.0 5' -7° 5'_7" 2 7/8" 2" 175.6 5' -5" 5 =_5" 2 7/8" 2" 176.6 5' -4" 5`-4° 2 7/8" 2' 180.3 5' -3° 5'_3" 2 7/8' 2° 188.0 5' -0° 5' -o' 2 7/8" 2° 195.2 4' -10" 4' -t0" 2 7/8" 2" 197.2 4' -10° 4' -10" 2 7/8" 2' 189.1 4' -9" 4'-9' 2 7/8" 2" 204.7 4' -7" 4.,"7• 2 7/8' 2' 211.3 4'-8" 4'-8" 2 7/8" 2' 218.9 • (-4° 4' -4" 2 7/80 2" 221.8 4` -3" 4.- " 2 7/8' 2" 226.3 4' -2" 4' -2' 2 7/8" 2" TABLE 1 MINIMUM SEPARATION BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN, FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30'-O" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF 9. SHUTTER SPAN (ft.) MINIMUM SEPARATION (In.) LESS OR EQUAL THAN 9' -O" 2 7/80 > 9' -0° TO 10' -0° 3 1/2" > 10' -0" TO 12' -0" 4" • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. ** FOR SHUTTERS INSTALLED ABOVE 30 " -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. °EC 1 2 : ,20 Approvad Molds Ode Date 0 NORM Mani Dade Pemba Cele EY F.B.C. (High Velocity Hurricane Zone / IL ECO iNe. TILUT TESTING & ENGINEERING pCOMPANY eal ",1w , (30a tlia . rae �f 3311 3310 ER- 0008719 WALTER A. TRW Jr. P. E. Lia 4 167 ASSA /MID -RISE BERTHA ACCORDION SHUTTER DRAWN 8Y: S.M. AC SHUTTERS AND Ate, INC. �p 1) {SSA L11 375) PH.:: (H: -KI - 2088.3157- -7821 ROY NO 12/01/05 DATE M6Qono DAtt PIA 1•11 DOOMS 05 -372 DRAWING No a SHEET 8 OF 9 • • 00 •• • • • • • • • • • ••• • • • • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • • • ••110TE: • • • • • ••• DESIGN LOAD 'YV" (p.s.f.) MAXIMUM PANEL SPAN ". i • ••• • • i i i : MSIb"GGLS ;0l•; �¢' • s33 • 1333 45.1 12' -0" 13' -3" .1" . • • roe 47.8 12' -0" 13' -1" ••4" i•, • a3 "i i 49.0 12'-0` 13' -O" 1° • • • .3" • • • 50.5 12' --0" 12' -11" • • • 4" • • • 3" • • 52.0 12' -0° 12' -10" 4" 3" 52.4 12' -0° 12' -10° 4° 32' 55.0 12' -0" 12' -7" 4" 3' 55.2 12'-0" 12" -7" 4° 3" 55.6 17-0" 12'-6" 4" 3" 57.2 12'-0" 12' -4' 4" 2 7/8" 58.8 12' -0" 12' -2" 4" 2 7/8° 58.8 12'-0" 12' -2" 4" 2 7/8" 59.5 12'-0' 12' -1" .4° 2 7/8" 59.7 12' -0" 12' -1" 4" 2 7/8" 61.5 11' -11" 11' -11" 4" 2 3/4' 81.8 11' -1O" 11' -10" 4" 2 3/4" 61.9 11' -10" 11' -10" 4" 2 3/4" 63.4 11' -9" 11'-9" 4" 2 3/4" 83.6 11'-8" 11'-8° 4" 2 3/4" 83.7 11'-8" 11'-8" 4' 2 3/4" 86.9 11' -5" 11,-5" 4" 2 3/4' 87.0 11' -5" 11' -5" 4" • 2 3/4" • •• • •• • • •• c ° 11. ► l u ... u _ is s (VALID FOR SECTIONS 8', 81', B2' & C1' ON SHEET 3 OF 9). DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAUFY AND NEED NOT TO BE CHECKED. • • • • • M GN LOAD "W" (p.s.f.) MAXIMUM PANEL SPAN (ft) WA LL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) ~ MINIMUM SEPARATION TO GLASS On.) 33 N NOTE 3 * NOTE 2 1333 • 47.5 It' -4" 11' -4" FROM 45.1 TO 61.8 4" 2 1/2" •i0.1 11' -2` 11' -2' 8" 4" 2 1/2° • • .v,1 11' -1" 11' -1" 7" 4" 2 1/2° 71.4 11'-0" 11'-0" 9" 4" 2 1/2" 71.5 1i' -0" 11' -0" 5 1/2" 4" 2 1/2" 72.9 10' -11" 10' -11° 9" 4" 2 1/2" 75.1 10' -9" 10' -9° 8" 4" 2 1/2" 75.2 10' -9" 10' -9° 9" 4' 2 1/2" 75.3 10' -9" 10' -9" 4 1/2" 4" 2 1/2" 77.0 10'-8" 10'-8" - 4° 2 1/2° 77.5 10' -7' 10' -7" 1/2" 4' 2 3/8" 78.8 10' -8" 10' -8° - 4" 2 3/8" 80.7 10' -5" 10' -5" 119.7 4" 2 3/8' 81.5 10' -4" 10'-4" 8' -4" 4" 2 3/8" 82.5 10' -3" 10' -3" 2" 4" 2 3/8" 83.4 10' -3" 10' -3° 4" 2 3/8' 86.2 10' -0" 10'-O" 3 1/2" 2 3/8" 88.7 10'-0" 10'-O" 3 1/2° 2 3/8" 86.8 10'-0° 10'-0° 3 1/2" 2 3/8° 88.5 9'-11" 9' -11" .3 1/2" 2 1/4" 90.3 9' -10" 9' -10" 3 1/2" 2 1/4" 90.8 9' -10" 9' -10" 3 1/2" 2 1/4" MAXIMUM DESIGN PRESSURE RATING '"W" (p.s.f.) AND CORRESPONDING .MAXIMUM ANCHQR SPACING art.) SCHEDULE. t (VALID FOR SECTIONS B', B1', B2' & C1' ON SHEET 3 OF 9). MAXIMUM DESIGN LOAD "W (p.a.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WA LL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) ~ MO ST UNTIN LNG INSTALLATION TOP OR BOTTOM (TO CONCRETE) N01E 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 TO 61.8 9" 922 9° 9" 9" 3 1/2" 8" 8 1/2" 6" g" 9" $° 7" 7" 5° 9" $" 4 1/2" FROM 81.9 TO 75.3 9° 9" 6 1/2" 9" 5 1/2" - 9" 7" 5 1/2" as g° 4* 9* 7' 3* 9" 5" 4° FROM 75.4 TO 91.4 8" 7 1/2" 4 1/2" 8" 2 1/2" - 9" 8" 5" OMi20.0 91.5 TO 9" 3 1/2" 3 1/2" , 8" - - 7 1/2" 4 1/2" 4 1/2" 120,1F T0 188.1 5 1/2 "3 1/2" - - - - 5 1/2' 4 1/2" - 1$$.2FRO 22$.3 3 1/2 "4 1/2" - - - - 4 1/2 "4 1/2" - ANCHOR SPACING LEGENQ (1) Max. ANCHOR SPCG, VALID FOR SPANS OF 5' -O" OR LESS. (2) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 5' -O" TO 8' -5 ". (3) Max, ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -6" TO Max. ALLOWED. MAXIMUM DESIGN LOAD "W" (p.s.f.) MAXIMUM PANEL SPAN (ft.) MINIMUM SEPARATION TO GLASS (in.) • 44 33 3333 91.4 9' -9" 9' -9" 3 1/2" 2 1/4" 92.7 9'-8° 9' -8" 3 1/2" 2 1/4" 93.8 9'-8" 9' -8" 3 1/2" 2 1/4° 94.8 W -7" 9` -7" 3 1/2" 2 1/4° 98.8 9' -6° 9' -6" 3 1/2" 2 1/4" 98.8 9' -6" 9' -6" 3 1/2° 2 1/8" 97.7 9' -5" 9 " -5" 3 1/2" 2 1/8" 100.5 9'-4" 9 " -4" 3 1/2" 2 1/8" 101.5 9' -3" 9' -3° 3 1/2" 2 1/8° 103.7 9' -2" 9' -2" 3 1/2" 2 1/8" 108.5 9'-0" 9' -O" 2 1/2" 2 1/8" 108.8 8' -11" 8" -11" 2 1/2" 2 1/8" 110.6 8' -11" 8' -11° 2 1/2" 2 1/8" 111.0 8'-10" 8' -10" 2 1/2" 2° 114.1 8'-9" 8' -9" 2 1/2" 2° 118.5 8' -7" 8' -7" 2 1/2" 2" 116.9 8' -6° 8' -8" 2 1/2" 2° 117.8 6' -6" 8' -6" 2 1/2" 2" 119.7 8' -4` 8' -4" 2 1/2" 2° 120.0 8'-4" 8' -4" 2 1/2° 2° 121.2 8'-3" 8' 3" 2 1/2" 2" 122.5 82-2' 82•02" 2 1/2" 2" + USE TAPCON ANCHORS, ZAMAC NAIUN & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE. FOR E. D. LESS THAN 3 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). THIS OPERATION SHALL ONLY BE PERFORMED WHEN REQUIRED SPACING RESULTS INTO A MINIMUM OF 3" O.C. ACTUAL E. D.g* EDGE DISTANCE FACTOR 2 1/2" .75 2" .50 TAPCON OR CALK -IN ZAMAC NAIUN TAPCON OR CALK -IN UP TO 75.3 p.6.f. > 75.3 p.s.f. TO 226.3 p.s.f. ANCHOR LEEvEND$ } C 1 2 2005 MAXIMUM DESIGN LOAD V" (p.s.f.) MAXIMUM PANEL SPAN (ft) MINIMUM SEPARATION TO GLASS (In.) • 33* 13 M 125.3 8' -O° 8' -0" 2 1/2" 2° 125.8 7' -11" 7 -11" 2 1/2" 2" 126.7 7' -11" 7' -11" 2 1/2" 2" 129.6 7' -8" 7 -8° 2 1/2" 2" 130.9 7' -8° 7 -8` 2 1/2" 2" 131.6 7' -7° 7' -7' 2 1/2" 2" 134.3 7' -5" 7 -5" 2 1/2" 2" 136.2 7 -4" 7' -4° 2 1/2" 2" 137.9 7' -3" 7 -3° 2 1/2" 2" 140.7 7' -1" 7-1" 2 1/2" 2" 142.8 . 7'-O" 7' -O" 2 1/2" 2° 143.5 6' -11" 8' -11" 2 1/2" 2" 147.0 6' -10" 6' -10" 2 1/2" 2" 146.4 6' -9" 8' -9" 2 1/2" 2" 152.8 6' -8" 6' -e" 2 1/2" 2" 153.1 8' -6" 6' -6° 2 1/2" 2" 156.8 6' -4" 6' -4" 2 1/2" 2" 157.5 6' -4' 8' -4" 2 1/2" 2" 157.8 8' -4" 8' -4" - 2 1/2" 2° 160.8 6' -2" 6'-2" 2 1/2" 2" 181.7 8' -2' 6' -2" 2 1/2" 2" 164.4 8' -1" 6' -1` 2 1/2" 2" MAXIMUM DESIGN LOAD 'W" (p.s.f.) MAXIMUM PANEL SPAN 00 MINIMUM SEPARATION TO GLASS (In.) 33 •* 33 113 • 165.2 8' -0" 6' -0" 2 1/2" 2° 168.1 6' -11" 5' -11" 2 1/2" 2" 168.7 5' -11° 5' -11' 2 1/2" 2" 170.0 5' -10" 5' -10' 2 1/2" 2" 175.6 5'-8° 5'-8' 2 1/2" 2" 178.6 5'--8" 5' -8" 2 1/7. 2" 180.3 5'-6" 5' -6" 2 1/2' 2" 168.0 , 5' -4" 5' -4° 2 1/2" 2" 195.2 5' -1° 5' -1" 2 1/2" 2° 197.2 5' -1° 5' -1" 2 1/2" 2' 199.1 - 5'-0" 5'-O" 2 1/2" 2" 204.7 4' -11' 4' -11" 2 1/2" 2" 211.3 43--9` 4' -9" 2 1/2" 2" 218.9 4' -7' 4' -7° 2 1/2' 2" 221.8 •4'-6° 4'-8" 2 1/2° 2" 226.3 4'-5° 4' -5" 2 1/2" 2" TABLE 1; MINIMUM SEPARATION BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN, FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -O" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. SHUTTER SPAN (ft.) MINIMUM SEPARATION (in.) LLSS OR EQUAL THAN 9' -0" 2 1/2" > 9' -0" TO 10' -0" 3 1/2" > 10' -0" TO 12' -0" 4" * FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -O" ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. ** FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. • /TtEcoi:c.\ TILUT TESTING & ENGINEERING COMPANY 43511} 3 Y . 1d1 a+ l 331ee ,, -t �. , 1 -1os1 E8- 0006719 WALTER A IILL1T . E. FLOW Us. Jr., 4187 Approviad ode a 7. •.:Zco NOD€ o iF3r4Mfr- Mimi F.B.C. (High Velocity Hurricane Zone) ASSA /MID -RISE BERTHA ACCORDION SHUTTER DRAWN 8Y: AC SHUTTERS AND AWNINGS, INC. OSSA # 376) 9811 V SUITE ( 5 799- FAX. 30 7 -- 7821 12/01/05 DATE MK* 05 -372 DRAWING No SHEET 9 OF 9 4 / 3 2 1 CLOPAY MODELS 84A, 94, 98, H94 ® IDEAL MODELS 4F, 4RST, H4ST4 / HOLMES MODEL 48.6' / DOOR HEIGHT NUMBER OF SECTIONS" 6'0" TO 7'0" 4 7'6" TO 8'9" 5 9'0" TO 10'6" 6 10'9" TO 12'O" 7 * - SECTIONS ARE EITHER 18" OR 21" HIGH / 1 • INSTALLER MODEL RETAIL MODEL DESCRIPTION 4R , H 4ST 4R ST, 84A, 48 WOODGRAIN TEXTURE, RAISED PANEL, GALV. INTER. STILES / 98, 4F - WOODGRAIN TEXTURE, FLUSH PANEL, GALV. INTER. STILES / / • ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (TOP & BOT) AND URETHANE. ADHESIVE (ALONG CENTER). / MAX. DOOR HEIGHT: 8'0" - STD. HEIGHT MODELS `- 12'0" - EXTENDED HEIGHT MODELS .,,, / 1 rm ill ° 111 A A II AA JI ,IIIIL�I�IiV A AA 1 i n n n �n n n Fr-711 �� "li�U °UI A,A�i�£�1�1♦A GNU U.0 U�� A A Ai __ -or n r ♦ r�t�t�t t r IfPAYAMIU i I I I I II M1ill� _..,_ ■ i�IMb dlh' -1Iii i Ih `M 1L t� =��1- -_W 1 == ==W = == =lM1W1 1 • • PTIONAL OUTSIDE KEYED LOCK POSITION 6'x2 -1/4 "x12 GA. GALV. STEEL PLATE. i ONE PER C— CHANNEL. SEE VIEW °E ". e MAX_ DOOR WIDTH _.&01 6' -2" •••• • • • • • •••• • 414-44WOE • • • ••, ILOCATIVN OF OPTIONAL VENTS. AREA OF VENTS NOT d. g.E+XI EED 120 SQ. INCHES./ END STILE ro so •0011• 41St IDE •• • • • ••• • • •••• / • •• • • • / QUTSIDIE KEYED LOCK LOCK BAR LOCK OPTION 14x5/8" SHEET LOCK ✓ BAR GUIDE INSIDE ELEVATIONS SNAP LATCH ENGAGES ✓ ONTO VERTICAL TRACK. ONE SNAP LATCH ON ✓ EACH SIDE OF DOOR. INTER. STILE LOCK BAR r OUTSIDE KEYED ENGAGES IN HANDLE TRACK ON / EACH SIDE / OF DOOR. 2 -1/4" METAL SCREWS 1/4 "x3/4" SELF 1 TAPPING SCREWS 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE 1 VIEW "B" ,/ VIEW "C" / / f END STILE INSIDE HANDLE OUTSIDE KEYED LOCK ' SNAP LATCH LOCK OPTION / PAGE 1 OF 3 REV DATE DESCRIPTION 8 11/18/05 CORRECTED BRACKET MOUNT DEPICTION; PUSH -NUT FOR 2" ROLLER WAS LOCKNUT; ADDED ROLLER TIRE OPTION; REVISED JAMB ATTACHMENT TABLE; ADDED IDEAL /HOLMES BRANDS. 9 12/7/2005 MIN YIELD WAS 38KS1. ADDED BRACKET LOCATIONS. 10 12/7/2005 ADDED 1 PIECE DOUBLE END STILE 11 05/19/2006 MIN YIELD WAS 37.2KSI; REVISED LOCK NOTE; DWG WAS (2) SHEETS; DESIGN ENGINEER WAS M. WESTERFIELD. 12 09/11/2006 UPDATED PER M -D COMMENTS 13 12/13/2006 REVISED MIN YIELD PER M -D COMMENTS (WAS 34.6KSI) / ® / / 1 -PC END STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) 16 GA. GALVANIZED 1 -PC DOUBLE END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC OUTSIDE EDGE OF 18" SECTIONS & (6) ALONG OUTSIDE EDGE OF 21" SECTIONS. ✓ A ALTERNATE 2 -PC END STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) ✓ / 16 GA. GALVANIZED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM [(2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) ALONG OUTSIDE EDGE OF 18" / SECTIONS & (6) ALONG OUTSIDE EDGE OF 21" SECTIONS] AND SEPARATE 18 GA. GALV? INNER DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG -L -LOC SYSTEM. / ✓ 1 -PC END STILE CONFIGURATION (ILLUSTRATED) / ALTE NATE 2 -PC END STILE CONFIGURATION (ILLUSTRATED) / A (2) 12 GA. GALV. STEEL TOP ROLLER 16 GA. END STILE / 18 GA. INNER DOUBLE END STILE / _`-BRACKETS (2 -1/2" x 5- 3/8 "). 16 GA. I -PC DOUBLE END STILE EACH BRACKET ATTACHED W /(4) • ' #14x5/8" SHEET METAL SCREWS. VIEW "C" ADJUSTABLE SLIDE ATTACHED TO TOP / BRACKET WITH (2) 1/4 "x1/2" BOLTS VIEW "Er/ AND NUTS PER BRACKET. ✓ LOCK POSITION (BOTH SIDES). TWO POINT LOCKING REQUIRED. LOCKS HAVE 5/8" MIN. ENGAGEMENT. SEE LAYOUT OF EACH LOCK OPTION BELOW. / / DOORS WITH 2" TRACK USE (2) STACKED • / LHR BRACKETS (2- 1/2 "x5 "x 12 GA.) AS ✓ \- -INNER BOTTOM BRACKET ATTACHED WITH (2) / 1/4 "x3/4" SELF TAPPING SCREWS. `/ £D00RS WITH 3" TRACK USE USE (1) 3 -IN / ROLLER CARRIER (1- 1/8 "x2 -1/4" x 12 ✓ GA.) AS INNER BOTTOM BRACKET ATTACHED ' WITH (2) 1/4 "x3/4" SELF TAPPING SCREWS.' 5HIP LAP JOINTS SLIDE BOLT LOCK ENGAGES INTO VERTICAL ' TRACK. ONE LOCK ON EACH / SIDE OF DOOR. INSIDE SLIDE BOLT LOCK / 24 GA. (0.0239" MIN. THICK) DDS STEEL (MIN. YIELD STRENGTH: 37.2 KSI) EXTERIOR SKIN WITH G -40 GALVANIZING, BAKED -ON / AAA PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT .1 APPLIED TO BOTH SIDES OF STEEL SKIN. (ASTM No. A653). -' / SYSTEM, (2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) ALONG / 2" THICK DESIGN ENGINEER SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 ,t/11h DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. 12 GA. GALV. STEEL TOP ROLLER / BRACKET. SEE INSIDE ELEVATION FOR FASTENER DETAILS. a / AT THE LOCATIONS NOTED ON / INSIDE ELEVATION, ATTACH THE 6 "x2 -1/4 "x12 GA. STEEL PLATE / TO THE UNDERSIDE OF THE THE C- CHANNEL WITH (4) 1/4 "x3/4" SELF TAPPING SCREWS. / 6 "x2 -1/4 "x12 GA. GALV. STEEL PLATE. ONE PER C- CHANNEL. SEE VIEW "E ". ✓ 14 GA. GALV. ROLLER HINGE. EACH HINGE '/ FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL AND (4) 1/4 "x3/4" SELF ✓ TAPPING SCREWS. SEE VIEW "B ". •• • • • • • • • • • .) -1 2�•y•• •• • VIEW "D" 6" TALL C- CHANNEL 16 GA. ••••• GALV. STEEL •••• • / •• • ONE 6" TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW "D ") C- CHANNEL ATTACHE4 AT %G•FI STILE LOCATION WITH (1) 1/4 "x3/4" SELF TAPPING SCREW. .� / 1 -1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION. OPTIONAL: (8) STRAPS ON 2ND / (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4"x3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). ✓ p:en.i°'"IK. ✓ 12 GA. GALV. STEEL BOTTOM BRACKET (3 -1/2" x 5 -1/2 ") ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. / a ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) / 1• C • • • 0000 tio •••• • •• •• • • • • • •••• • •• • • ••• • 0000 • • 0000 VED • • • • • • • • • • • • • • • • Building Products Company TOLERANCES Unless Stated Otherwise .00 = ±.03 .000 = ±.015 .0000 = ±.007 Degrees = ±1/2' SCALE. NOTED DATE, 2/15/95 PAGE. 1 OF 3 MAX. SIZE 16'2 "W x 12'0 "H CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 DRAWN BY, MWW DESCRIPTION. DOUBLE CAR W8 HURRICANE PAN DOOR CHECKED BY. SH BRAVING NUMBER. 101300 V ER. MD 2 1 3 c • • • • • • • • • • • B • • • • • A CLOPAY MODELS 84A, 94, 98, H94 R REV D DATE D DESCRIPTION 13 S SEE REVISION HISTORY ON SHEET ONE / , _ IDEAL MODELS 4F, 4RST, H4ST® / HOLMES MODEL 48.& TRAC , ,< A\D JA V V' B C O \ - - I I G J J RATI O \ TRACK CONFIGURATION: DOORS UP TO 8'0" HIGH ' T TRACK CONFIGURATION: DOORS 8'3" TO 12'0" HIGH 1 HORIZONTAL ANGLE ATTACHED T TO FLAG B BRACKET / CENTER / / A H 6 - --- °° --------- -" " '" " ` "' S SUPPORT BY DOOR / HORIZONTAL TRACK SUPPORT BY L L� - / 6 INSTALLER (TO S air- NOTE; DOUBLE TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION i 2 2" ✓ t I [ VERTICAL /HORIZONTAL TRACK 1 t ' x W 13 GA. GALV. STEEL FLAG BRACKET. / J z & FROM LAST T Q TRACK C ' Q 1 I `_�HORiZONTAL TRACK ATTACHED TO VERTICAL TRACK S SECTION VIEW OF TRACK ' ADDITIONAL MOUNTING SLOTS , ___i [ —7 SPACED AT 12" CENTERS. D DOOR V VERTICAL / / 3 1 D 63" r H DOOR / "L° 9 / M �� 7 = j 1 12" ON CENTER ✓ 1 9' -0" 9 96" t 10' -0" 1 108" S 12' O" 1 132" A �� 7 2 "L" ' 8 -0 [ [� / ! - ii 'ii; ; M x l li 38" / _ NE. Ya" TRACK BOLT AND NUT AT - 34" N 1 hliif.A;i, 1 • I • . • • • • • • • • • •••• _'- ^ • • • • ® ® ® 2 1 • • • ,• D C • B • A CLOPAY MODELS 84A, 94, 98, H94 A / IDEAL MODELS 4F, 4RST, H4STA HOLMES MODEL 48 A ( , A M B ATTAC 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT: NOTES PAGE 3 OF 3 / REV DATE DESCRIPTION 13 SEE REVISION HISTORY ON SHEET ONE MI- \T A \3 S,PPORTI \C 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE #2 OR / BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED if0 THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO, BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. ./ 3) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF ,+372.8 LB & —416 LB. PER LINEAR FOOT OF JAMB. ✓ A 4) A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS / FOR STEEL, CONCRETE AND MASONRY. / • • • *• i • •• • • • • • •••• • • • ••• • • • •••• • • • • • • MA • • • • 1 1/2 MA ORIZONTAL JAMB WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE 7 #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN / BENDING (F,) FOR DOORS UP TO 8'0" HIGH AND NOT LESS THAN (4) 2x6 PRESSURE TREATED GRADE #2 OR BEIIER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN / BENDING (F,) FOR DOORS 8'3" TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS 7 AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. BLOCK WALL OR CONCRETE ' 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK / FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER / BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. ✓ WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE JAMB PREPARATION NOTE ✓ THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD / JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ✓ ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. / ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. 2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) BUILDING TYPE o J (NU LUAU I- KUM UUUK) STEEL WASHERS REQUIRED? Ij 1/4" x 3" (1 -1/4" EMBED) ITW TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 7 6 -1/4" r / o o 1/4" x 4" (1 -3/4" EMBED) ITW TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) ✓ 18" • FASTENER 3,000 PSI MIN. CONCRETE • • 24" 7 WOOD FRAME (SYP 0.55 SG) • • + 14" • 1" 0.D. • 2,000 PSI MIN. CONCRETE • • • 14" " INCLUDED •• •• • o 0 •lt• • • / 70!•b.C. .r... • 2x6 VERTICAL JAMB 0 •• o • • • • o 0 iA o 0 X. O.C. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE 7 #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN / BENDING (F,) FOR DOORS UP TO 8'0" HIGH AND NOT LESS THAN (4) 2x6 PRESSURE TREATED GRADE #2 OR BEIIER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN / BENDING (F,) FOR DOORS 8'3" TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS 7 AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. BLOCK WALL OR CONCRETE ' 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK / FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER / BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. ✓ WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE JAMB PREPARATION NOTE ✓ THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD / JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ✓ ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. / ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. 2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) BUILDING TYPE FASTENER TYPE * MAXIMUM ON CENTER DISTANCE BETWEEN FASTENERS STEEL WASHERS REQUIRED? C -90 BLOCK (HOLLOW OR GROUTED) ' 1/4" x 3" (1 -1/4" EMBED) ITW TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 7 6 -1/4" r 1° 0.D. ' 3,000 PSI MIN. CONCRETE 1/4" x 4" (1 -3/4" EMBED) ITW TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) ✓ 18" • 1" 0.0. ' 3,000 PSI MIN. CONCRETE 1/2" x 4" (2 -1/4" EMBED) ITW RED HEAD TRUBOLT WEDGE ANCHOR (2" MIN. EDGE DISTANCE)' 24" INCLUDED" WOOD FRAME (SYP 0.55 SG) 1/2" x 4" (1 -5/8" EMBED) LAG SCREW (ASTM A307, GRADE A) (2 -1/2" MIN. EDGE DISTANCE) + 14" • 1" 0.D. • 2,000 PSI MIN. CONCRETE 3/8" x 5' (1 -3/4" EMBED) WEJ —IT SLEEVE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 14" " INCLUDED ©A ‘41. t2 /ij4 D-ESiGN ENGINEEr( SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. * — FIRST ANCHOR /SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. 4 ✓ •• • • • • • • • • • • • •• •• • • •••• • • •••• • •• • • • • • • D C 010( 0100 • •••• • • •••• • •• •• • • • • • •••• • • •••• • • • ••• • •••• • • •••• Mopiala 11 Building Products Company 2 TOLERANCES Unless Stated Otherwise .00 = ±.03 .000 = ±.015 .0000 = ±.007 Degrees = *1/2' CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 SCALE, NOTED DATE, 2/15/95 PAGE, 3 OF 3 MAX, SIZE 16'2 "W x 12'0 "H DRAWN BY MWW DESCRIPTION, DOUBLE CAR W8 HURRICANE PAN DOOR CHECKED BY, SH DRAWING NUMBER, 101300 1 VCR: MD • t • • • • • • • • • • • • • • • • MODELS 83, 84A, 93. 94, H83, H94 END STILES ATTACHED TO 000R SKIN WITH PATENTED TOG –L –LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG –L –LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) - --►- A !MEM= 0 o 2 s o: p 8= SEE END HINGE DETAIL. SEE INTERMED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) •1• •I • •• •••• •••• • •• • • •••• • •••• • •• • • • ••• •••• • • i••• LOCATION OF OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH = 9' -0" INSIDE ELEVATION TABLE 1 ' DOOP •••• HEIG° -T , NUMBER OF SECTIONS * CO" TO7b" • 4 7 6" T9$sa'•• 5 9'0" TO a61'64• 6 •109" WO 110" 7 2 4�T 0 * SECTION ARE EITHER 18" OR 21" HIGH •••• • • •••• • • • • • • END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG –L –LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG –L –LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) - —►– A Li SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16 "x1 -5/8" WOOD LAG SCREW.. TRACK CONFIGURATION 'X5 ""X4" 2" GALV. STEEL TRACK, TRACK THICKNESS: .060" DOOR HEIGHT "L" BRACK A ° CEM ALL idfiiiliaiili liatiitliii■L111 24 GA. STEEL SKIN; 18 GA. STEEL END STILES • • [iQid 111E71l Fimiffli EigailLEMEIMEYRIMEM 1]03111E NINMIMIi> 1MtkiiIODli• ®railNi■KUi Aillini UNill■Ei CAI ®S 0CNN MI■0O s LIZAHk 11M1 /4911i[s1iLLill lrt ilYAill O ininiaEidESTAiffilillilFrill Wall NMI iiiII1 Rini Ti[Si iiielDii ERN iiiEnili[ 1.4110111 EalliEllIESMIERIIIIMMInilliMilliEnii N3iiMI/IZ9i■N10721111 FErMillniiiiWSi IPNIIIIIMill iITIMER;iiIK i ii WTI IIICI:tii TYP. 2-12"x12 CA. GALV. STEEL TRACK kIC#. &) TRACK B KETS PER SI gUPPP TO 10 H). 6 TRACK BRACKETS PER SIDE (UP TO 12' HIGH)))) LOCATION OF .OPTIONAL VENTS a , MAXIMUM VENT OPENING: 8�f1 IN MAX. DOOR WIDTH = 9' -0° STILE OUTSIDE HANDLE INSIDE ELEVATION OUTSIDE KEYED LOCK LOCK BAR LOCKINQ 2x6 WOOD JAMB END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF D00R. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE END STILE "INSIDE HANDLE OUTSIDE KEYED. LOCK SNAP LATCH LOCK OPTION PRODUCT RENEWED as crier T:t; ing, vebh the Florida �c,:e:.: -•�44; .0 4 ++ MAW 1 TWO POINT LOCKING INTO TRACK PER SFOC 3603.2 - 50/8" MIN. ,ENGAGEMENT [ PPOSI SIDES OF DOOR) (SEE LOCK OPTIONS) e "'redact Control 24• GA. MIN.: G-40 MIN , -GALV. SIt L (MIN, ; YIELD STRENGTH: 28 KSI, :. DRAWING QUALITY) WITH PRIMER AND BAKED -ON. POLYESTER PAINTED TOP COAT • APPLIED TO BOTH SIDES OF STEEL (4) #14x5/8" SHEET METAL SCREWS (4) 1/4 "x3/4" SELF TAPPING SCREWS 14 GA. END HINGE STOP MOULDING.. BY DOOR INSTAL I FR (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. STILE 12: GA. GALV. STEEL TRACK BRACKET FASTENED JO WOOD JAMB WITH ONE. 5/16x1-5/8" WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACI"ET ATTACHED WITH ONE :1/4 X5/8" BOLT & NUT .01; TWO 1/4" RIVETS. JAMB CONFIGURATION PREPARATION 0p JAMBS BY OTHERS ZIA3 NOTE, SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY. A REGISTERED PROFESSIONAL ENGINEER FQR WIND LOADS SHOWN ON THIS DRAWING. 18 GA. INTERMEDIATE HINGE v[V Da 1 7 -8 -97 ADDED MAXIMUM VENT OPENING 3 3/16/01 4/2003 0 -40 MIN. WAS G -60 ADDED EXPENDED HEIGHT MODELS _r– 2" THICK SECTION A –A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5/8" SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL END HINGE. EACH FASTENED /( TO END STILES SHEET METAL CREWS8" § & (4) 1/4" S ELF TAPPING SCREWS. 2 -1/4 "x20 GA. GALV. STEEL U -BAR. TWO U –BARS PER SECTION, EXCEPT 3RD SECTION WHICH HAS ONE U –BAR. U -BARS MADE FROM 80 KSI STEEL EACH U –BAR ATTACHED W /(2) 1/4 "x3/4" SELF TAPPING SCREW PER STILE. •• • • • • • • •• • • ••• • •••• • • • 13 GA. GALV. STEEL. 90Ti0M •••• BRACKET. ATTAC#J (!►) • #14x5/8" sHEET•(i{Ef6 SCREWS. • • • • • • • . • • • ALUMINUM EXTRUiIQ • • • i • & VINYL WEATH�BRRSS'iT'RR P. • • • •••• •••• • INSTALLER MODEL RETAIL MODEL DESCRIPTION' • • 93. H93 83 24 GA. STEEL SKIN; 18 GA. STEEL END STILES • • • 94. H94 84A 24 GA. STEQ. SKIN: 18 GA. PAINTED STEEL END STILES • ALL DOOR' MODELS ARE RAISED PANEL EMBOSS . THE 2x6 VERTICAL: WOOD JAMBS ARE TO BE GRADE 2 OR .BETTER YELLOW PINE..: NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 18 GA. GALV. STEEL INTER. HINGE FAS TEL TO CENTER STILE W /(4) EACH 14x5/" SHEET METAL SCREWS. 7 16" PUSHNUT INSTALLED ON ROLLER S FOR UNRESTRICTED DOOR OPERATION. 14 GA. GALV. STEEL END HINGE FASTENEI TO END STILES W/(4.) EACH 1'I 4 *5/ pSHEET METAL SCREW & (4) /4 x3/4" SELF TAPPING SCREWS. 2° STEEL ROLLER. DESIGN ENGINEER: MARK W. WESTERFIELD mEQI REE IEr4 ON No. 48495 •• • • • ••• • ••• • • • •••• 2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL. BE FILLED WITH CONCRETE '• AND REINFORCED WITH CONTINUOUS tL BAR EXTENDING INTO THE FOOTING AND INTO 'TIE BEAMS. CHOIRS CAN BE 1/4 "x1 -3//4" EMBED TAPCON, CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AND 16 Q C OB WITH 3 /8"x4" (1 -3/4" EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO t(ORE THAN 8" FROM BO Ohl AND 24" O.C. DESIGN LOADS: +42.0 PSF & -48.0 PSF. ulopav Building Products Cdinpany CLOPAY BUILDING PRODUCTS COMPANY 8586 DUKE BLVD. C1N. OH 45040 (513) 770 -4800 PLOT 1 =42 Oho 11/18/96 room to MWW OEK D Y. a.ASIXIMIX• I•XXV • DDD• SIZE. 9'0"W X 12'0"H worm DOOR MODELS: 83, 84A, 93, 94, H93, 1194 B 3 D•Av f a sumalo 101702 -24 • • • • • •• • • • • • • •••.s•• • • MIAMMADE COUNTY • • • •• • • •••• • • • . .• • • • • • • • • • • • • MIAMI-DADE COUNTY, FLORIDA • • • • • • • • • • • • ZMETRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (I{'CCOr • • • • ° 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • • • ••• • • (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (1K)J). PGT Industries PRODUCT CONTROL DIVISION •• • • 1070 Technology Drive Nokomis, FL 34274 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 otter 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 Aluminum Casement Window -L.M.L 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 06/23/05, prepared by PGT Industries, signed and sealed by Lucas A. Turner, 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 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 revises NOA # 03- 0611.02 and consists of this page 1 and evidence pages E-1, E -2 and E-3, as well as approval document mentioned above. The s mitred documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO' • • • •• • • • • • ••• •• www.buildinucodeonllne.com tVILOV019 j /iXC' ' D o3 NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 Page 1 PGT Industries • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • NOTICE 04C4C14*clitkVICAFIsleE SUBMITTED A. DRAWINGS 1. Manufacturer's die w dra' b volt • • • 2, Drawing No. 7045 -8, titled.' 1 in Casemeit Window, Impact", sheets 1 through 13 of 13, dated 12/17702 1.4it8 reeisiun: 7Iated. 06/23/05, prepared by PGT, 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 05/10/05, signed and sealed by Edmundo Largespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 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 Largespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 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 Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05-1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 E -2 PGT Industries • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • ••• ••• • • • • • NOTICE OF ;ttettIviANCR XVII ENCE SUBMITTED • • ••• • • • 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uml rnt Stec Tat, Loading per FBC,TAS 202 -94 3) Water Relic&'1e$, itIr FEN, TAS 202 -94 4) Largel± • ' eVpatlt'estperFBC, 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, PE. "Sub led 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 24113.2.1 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, F.E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05-1208.02 issued to EL DeNemours for "Dupont Butte PVB" dated 01/05/06, expiring on 12/11/10. 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, signedpnd sealed by Robert L. Clark, P.E. E -2 Ho F. Gonzalez, P.E. r, Building Code Compliance Office NOA No 05 -1129.11 Esphation Data May 22, 2008 Approval Date: February 23, 20)60 PGT Industries • • • • •. • .. • • NOTICE OF ik ; ANCE: ><VIDELTCE SUBMITTED G. OTHER 1. Notice of Acceptance W30; tss tp'PGT Industries, Series "640" Aluminum Casement @4Wndd', 3pird�Svdd bT 10/x/03 and expiring on 5/22/08. 2. Letter from the consult: daed 0 g that the product is in compliance with the Florida Building Code (FBC). E -2 Henninio F. God, P.E. Director, Building Cade Comps Office NOA No 054129.11 Expiration Date: May 22, 2000 Approval Date: February 23, 2006 NOTES: LARGE A IISSSSILE y DOWS 1. GLAZING OPTIONS: A. 5/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ 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. 7/18" 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 3/18" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUl9A OR DUPONT PVB. E. 13/16" I,0. GLASS COMPRISED OF (1) LITE OF 118" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ik 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. 7/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 0.13/16" I.O. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/18" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMIi+16 p GLASS COMPRISED OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. CONFIGURATIONS OPTIONS } a 1 a } 4 } x } S Q O A UNEQUAL LITES & 2 UNEQUALUTES LITES 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 UST 12 ANCHORAGE. 1,3,4,13 • • 2. CONFIGURATIONS: , , 62, X_,,, AND Q •••• 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 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 8. F. FOR i44 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 14.1 "(OX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AN12 13 f O3 ADDITIONAL. ANCHORAGE INFORMATION. HEAD & �SIW MAX 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITER (2) ANCHORS 3" APART AT MID -SPAN ON FIXED UTE 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 114" 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 UMITATLONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 8. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL-3580, FTL -3582, FTL -3587, FTL -3729, FT L4607 AND FTL -4808. • • • • • •• • • •••• • • •••• • • •• •• • • • • • •• • •• • • • • •• • • efts •••• anises .ter • • •• "r;.7k G.", • • ••• • • te • •••• ••• • • • •• • • • attere armee F.K F.1C maw owe 12117102 limintstr S Appt (3. B AILSTOBHEEra C NO CHANGE 7133 SHE& firosicrev 0 App r HT.., MASS TYPES mO O. MANE ANCHORAGE aemeee aac I0701ECi' .00rmwB AZKOWS, Fi 3475 Pa09X 10 NORMS. Ft 3 4 earNOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW IMPACT r74468 11064, Better D I VI,.f /v "' Luca" A Tamar. P.E. PE $10201 Mechanical .090 PVB INTERLAYER 1-- 118" HEAT STRENGTHENED GLASS /,'^ 31 318" AIR SPACE 0l 1/8" HEAT STRENGTHENED GLASS - 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 6/16" LAMINATED GLAZING DETAIL 3/18" ANNEALED OR HEAT STRENGTHENED GLASS • • 13/16" I.G. W/ 5/16" tAMf GLAZING DETA1k... •. • .090 PVB INTERLAYER 3/16" HEAT h— STRENGTHENED GLASS 67 0 •••• • • •••• •• • • • • •• • 13/16" • • • • • tom•••• • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 7116" LAMINATED CBMP DNE T .090 PVB INTERLAYER • • 3/18" HEAT STRENGTNENLOP GLASS .85" NOM. GLASS BITE • • • • • • .66" NOM.: • • GLASS BITE • • • • •• • ••• • • • • ._._ • • • •••• • • ••• • • • 7/16" LAMINATED GLAZING DETAIL 13/16" I.G. WI 7/16" LAMI GLAZING DETAIL COW FA WSW F.K /aae FJC FJG maw Agslow %mew Dew Rl9RAW004NOD1TAtl.SBADD f3118'60. NO CHOW MS SKEW ADD 7375' LAW l.0. In d'mum • CORM= !VW 0 • DERAIL NOCKOZt FL 34270 1T P.0. ISM +aacas�. FL 3071 vw6b Bear GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT ISAWIkelse poke law' C4.745 NTS 2 m 13 70454 t f /2/ /Q`,+ - LL1CPa A T1211% P.E. PEfts82M Neeh•tlod ANCHOR LOCATION TYP. DENUTES"-R-ME LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 7" SEE MID-SPAN ANCHOR DETAIL TYP. (2) 69" MAX, DAYLIGHT OPENING 76" MAX. HEIGHT MID -SPAN ANCHOR DETAIL (SEE SHT.1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4° MAX 13" MAX. O.C. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4' MAX 134° MAX. WIDTH 30" MAX 53" MAX. ,DAYLIGHT- j DAYLIGHT OPENING I OPENING 14 1/2" MAX. 6.C. rriP4 ELEVATION "8"-' X" ' (SEE SHEET 7 FOR PRES,RES) •••• • • •••• •• • • • • •• • 30" MAX, -- DAYLIGHT OPENING NOTE "X" PANEL MAY SWIRO • IN EITHER DIR1 •f'1 QNI • • • 0000+• r"w • oisdi••••• • •• • • ••• • SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13° MAX. O.C. 4' 4" MAX 69"MAX DAYLIGHT OPENING • • •• •• • • • • • • • • • • •• • •••• • 4-6-1 • • • •••• ••.. • • • • ••• • • • • •• 76" MAX, HEIGHT 13" MAX. O.C. 60" MAX. FIXED — —� 37" MAX VENT TYP. 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAILTYP. (4) ELEVATION "A" -"X0X" (SEE SHEETS 7 -9 FOR PRESSURES) ADD H32OE LOCATION DETAILS 070 TEMii4OLOGYDRIVE FL 34273 CHA�MAXH..TO7E•AHDn XCLOTOO' F!6 *Z'77A72 P,a ta2Y 34274 R °XX"& XOX"ELEVATIO ALUMINUM CASEMENT WINDOW, IMPACT 3o+s 4- am * DA -Tao N7$ j 3 a 13 I 7043 -8 115 AZ ! i%'?r.(/'CJ S' Ll3 A- Tumor, P.6. PH 691201 M°tlmioal • AM 69"MAX DAYLIGHT OPENING • • •• •• • • • • • • • • • • •• • •••• • 4-6-1 • • • •••• ••.. • • • • ••• • • • • •• 76" MAX, HEIGHT 13" MAX. O.C. 60" MAX. FIXED — —� 37" MAX VENT TYP. 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAILTYP. (4) ELEVATION "A" -"X0X" (SEE SHEETS 7 -9 FOR PRESSURES) ADD H32OE LOCATION DETAILS 070 TEMii4OLOGYDRIVE FL 34273 CHA�MAXH..TO7E•AHDn XCLOTOO' F!6 *Z'77A72 P,a ta2Y 34274 R °XX"& XOX"ELEVATIO ALUMINUM CASEMENT WINDOW, IMPACT 3o+s 4- am * DA -Tao N7$ j 3 a 13 I 7043 -8 115 AZ ! i%'?r.(/'CJ S' Ll3 A- Tumor, P.6. PH 691201 M°tlmioal • DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL, 14112° MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 37" MAX. WIDTH 30 MAX. DAYLIGHT 0' ING 69" MAX. DAYLIGHT OPENING 78" MAX. HEIGHT 4" MAX. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MIN 141/2" MAX. O.C. 30" MAX. DAYLIGHT OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. q� �W('IIDTH 53" MAX. DAYUGHT OPENING 4" 4" MAX. I „_ • • •••• ELEVATION"E" -'O" • • • •. • (SEE SHEETY'Ff 'PRESSURE?77 • 83" MAX. DAYLIGHT OPENING • •••EL • •• s NOTE: "X" PAN MAY SWING• • IN EIT19kM DIRECTION • • 69" MAX. DAYLIGHT OPENING 4" MAX. 13" MAX. O.0 37" MAX. VE 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEgUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) ••• • • • • •• •• •••• tlfr46SPAN • •ANCHOR DETAIj.• • • • • •SHT. 3 TYP. (2) • • • • • • • •• • ••• • • • • 7 MAX. G SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) • • • • • • SHEET NO. REFERENOE$ Ft 10003 12/17,02 c Rafter 0 cialar Fc ACC HINGE DETAIL d HINGE 40' 4TMONNOTES CHANGE' MAX N7: T 76' AND MAX CIA TO 69' 1079 T0C109 1.00Y DRAM NOKOM$, Ft 34272 PAX SOX 1d39 NO100100, 6.34274 Eta: v "0 °, 'X0 "& 'OX" ELEVATIONS ALUMINUM CASEMENT WINDOW IMPACT X14d13' j 1(7,r/oc Lu09"A. Tuner. P.E. ;atankra COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OP ONS: A. 511: LAMI (118"A,.090,1/8 "HS) B. 5/1 =' LAMI (1I8"H8,.090,118"HS) E. 13/16" LAMI (1/8"HS,318" PACE,5116" LAMI -W/ 118"HS,.090,1/8"HS) "X" WIDTH HEIGHT 28 31 38 38 318 43 48 50 618 54 57 80 63 66 89 72 NEG POS NEG mem= NEG POS NEG POS NEG M NEG = NEG P08 NEG POS NEG NEG POS NEG POS NEG POS NEG -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 -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 - 90.0 70.0 - 9 0 . 0 70.0 - 90.0 70.0 -90.0 7 0 .0 -90.0 70.0 - 9 0 . 0 7 0 . 0 -90.0 7 0 . 0 - 9 0 . 0 70.0 -90.0 70.0 - 8 9 . 8 7 0 . 0 ErEl 7 0 . 0 7 0 , 0 7 0 . 0 7 D . 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 -90.0 70.0 261/2 A [;Ej -900 7 0 . 0 - 90 . 0 7 0 . 0 -90.0 10 . 0 - . 0 90 70.0 -90.0 -83.6 700 7 0 . 0 - 7 5 . 4 - 6 7 87.8 68.2 -65.0 65.0 - 83.7 83.7 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -00.0 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 Elms 70.0 30 Q -90.0 70.0 -90.0 70.0 -90.0 70.0 rffi 70.0 egio 70.0 CM= -63.9 63.9 -60 .0 60.0 -58.5 pozzirsrojamicasascs 49.8 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 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 Ca -90,0 gmEne 70.0 32 Q [o -90.0 70.0 -90.0 70.0 -88.3 70.0 -81.0 70.0 MI 70.0 us -58.9 as cm 56.1 - 53.8 53,8 -50.4 50.4 Emus En 45.6 -43.9 - 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 nu 70.0 O 70.0 34 El -75.0 70.0 - 7 5 . 0 70.0 75.0 70.0 - 7 5 . 0 7 0 0 Km 65.5 rzi 5 7 . 5 -54.9 cm gan 51.8 -48.8 goo griEj 45 Z cal 42 4 Fal • .... • , 75.0 7 0 . 0 - 7 5 . 0 70.0 - 7 5 . 0 7 0 . 0 75.0 70.0 -75.0 7 0 . 0 75.0 70.0 - 75.0 70.0 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 roprfi • • • . • • • . •. • • • • • • • • *lad • •: ; k7 ,fir;,. • 14.E ' •••• ilwtlrr y " ,""" •••• • • • • • 38 El 75.0 70.0 75.0 70.0 -78.0 70.0 70.4 70,0 -00.4 80.4 Emma c� i cum -422 42.2 W - 7 5 . 0 7 0 . 0 -75.0 70.0 -75.0 7 0. 0 - 1 5 . 0 7 0 , 0 - 7 5 . 0 7 0 . 0 - 7 5 . 0 7 0 . 0 . 7 8 . 0 7 0 . 0 - 7 5 . 0 10 .0 - 7 5 . 0 70.0 75.0 70.0 E1 37 Q -75A 70.0 - 75.0 70.0 ® 70.0 cum -59.0 59.0 -52.8 [mcs 030312103icagEr En 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 ismgv ....•• TABLE 2. 'X" WINDOWS TEST REPORTS: FTL -3580, FTI, -' 7 •• • • GLAZING OPTION: C. 7118" LAMI (3/18"A,.090,3/IrHS) _ ALL "X" SIZES UP TO 37" WIDE x 83" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 90. 7011 • • • • • . • TABLE 2A. "X" WINDOWS • TEST REPORTS: FTL -4807, FTL46 0 4 GLAZING OPTIONS: C. 7/18" LAMI (3/18 "A,.090,3118"H8) F.13/18" LAMI (1 /8"A,AIR SPACE,7/16" LAMI -W/ 3/104A,.090 2/161-1S ALL "X" SIZES UP TO 37" WIDE x 76" HIGH - 55.0 55.0 X 1 F INS ALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" S84 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. ` f ®Gi( WcaeAT�rtet. P.E. pEAt 01 wow,* or Fit Dater SW= 14fivisksag II ADD G A58?METOTABtE9164 rAars EcsaT�e P.tE BQ7tt8?H AOKOd4t$FC?9?7'4 T XCONFIG. WINDOWS 8P AK 7/140.1 0 NO CHANGE THIS MiDer _PRESSURES- ALUMINUM CASEMENT WINDOW, IMPACT 00.18P FA 0108t 5 r D ANCHORS 8ADo7B'Hw03ITOPTION owT6F' PJC a 4�t7l02 REVISE n ANT "tl" Vlatb$Ztetfei emen�mt CA-749 1 s a NTS traarogw 18 0 13 } 7048.8 + 0 COMPARATIVE ANALYSIS TABLE 3. XX" WINDOWS TEST REPORTS: FTL -3582 X X -" GLAZING OPTION: A. 5118" LAMI (1/8°A,.090,118"HS) ' ° • " HEIGHT 26 31 38 38 353 43 48 60 618 54 67 83 Lii3JMI► I"=JI "'•� l►LxC °� " •� l NEG P08 NEG POS 1 P08 NEG P03 NEG P08 NEG MS (, 75.0 70.0 - 75.0 70.0 -76.0 700 -75,0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -78.0 70.0 - 75.0 70.0 -75.0 70.0 76.0 70.0 WE i0 up A -75.0 70.0 - 76.0 70.0 -76.0 70.0 76.0 70.0 75.0 70.0 75.0 70.0 - 76.0 70.0 76.0 70.0 76.0 70.0 - 75.0 70.0 - 75.0 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 750 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -78.0 70.0 76.0 70.0 10a 70.0 -89.5 . -'.5 -87.5 En - 75.0 70.0 75.0 70.0 -75.0 70.0 780 70.0 - 75.0 70.0 -74.4 70,0 -69812303133 - 63.0 83.0 -60.8 60 .8 - 68.0 58.0 60 El -76.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -8&4 [ -83.9 83.9 - 80.0 80.0 -58.5 En - 58.2 [; 'T ' • • • • • • N' =al E l - 7 5 . 0 70.0 - 7 5 . 0 7 0 . 0 - 7 8 0 7 0 . 0 -76.0 70.0 ® 7 0 . 0 coca - 5 8 . 9 [ n - 5 6 . 1 [I [ ] -50.4 A UREA • • • • • 0 Q p -76.0 -75.0 70.0 70.0 - 76.0 76.0 70.0 70.0 -75.0 76.0 70.0 70.0 -76,0 -70.4 70.0 70.0 -65.5 -80.4 Enna 60.4 67.6 mics op o� � 51.8 � J 48.8 - 45.2gmgm � -42.2 • • • • • • - • • • • a -. al • •: • f -iil k,kr- . • Aft J� " • .. • • •• • • • • i • • • • 39.7 -76.0 70.0 -75.0 70.0 ® 70.0 -87.9 a] -69.0 59.0 ] 52.8 Emma, 46.4 Eurriemagnm= 38.8 TABLE 4. XX" WINDOWS TEST REPORTS: FTL-3956,'PTL 3729 GLAZING OPTIONS: B. 5/18° LAMI (1/8"H$,.090,1/8"HS) E. 13/16" LAMI (1I8«HS,318" SPACE,5/16" LAMI -W/ 118"HS,.080,1/8"HS) ALL "XX " SIZES UPTO74 "WIDE x83" HIGH. 78* 70.0 TABLE 6. XX" WINDOWS TEST REPORT. -FTii 3580 GLAZING OPTION: C. 7/18" LAMI (3118"A„090, VHS) • • • •••• • • • ••• • • • • • • • ALL XX" SIZES UPTO74 "WIDEx83 " HIGH •140.0E70.0 TABLE 6A XX" WINDOWS TEST REPORTS: FTL-3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7118" LAMI (3118"A,.018},31181HS) F.13116" LAMI (1/8"A,AIR SPACE .7 /18" LAMI W/ 3/18 "A„090,3116148) ALL "%X" SIZES UP TO 74" WIDE x 78" HIGH 1-56.0 f 55.0 A 1. FOR INSTAU.ATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELC01/4" TAPCONS OR 1/4" INSTALLING LL NG WITH 512 SCREWS, IF INSTALLING WITH #12 $CREWS, DESIGN PRESSURE LS LIMITED TO 89.8 P.S.F. !Uf. -i7o 1.11148 a UMW, , P.E. P6m rworEC�nvo r aN o rta� NOPi0409.R3004 PRESSURES- XXCONFlt3. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT * Aft*. apxr�aRSa Anu rae�s r xsasrrrQPrrwv W..* n P K Date 2IZa _..M War nttjB"t•r ee 8'6"e 18`t*...... Caaao 1 B• 13 0.4.10,. s. 7048.8 aD COMP T T'r O. '0' 8,114,1/2.114 XOX' • • rr ' ';a :S -3729, •480 , -4808 GLAZING OPTIONS: A. WW Loan (1/8'A.080,118'48) B. on LAMI (1Ir HS,.090,1B'HS) c. 7118• LAM° (31187■ 000,3H8'HS) 8' 1 :1; , : 18' LAW- 1 -:Y,c 1;;. F.1.78" 7/18'LAMM/ t8': 3/1:.. ,v IEDii EOM ii_ c Cal EM P08 (=FAILA :13 UM--" M 'tom' j MO. UM 1 41 Loll M G`�' MI= MI L tl I1 cirm,BtatatE,.::„soauz,aoua, EH Can IlErdnimmii. C' E !'Iia rElEll L�,T. E EnEal En lmamermEal EnMED tral En El's EE 88.0 CEEB En 894 ODCD 1ED En 1E9E11 En Ell En En WO lEn En Ell En En LINED MI IMO Ell En En MI= MI WM Ell tF7lEnMIEH/ En- -58.0 EnEnEn nv:J =iMc En MOM En En [ lr.. TIELTIE.: 7ii7s lE'31 EM IED E MED t EM Ell En ri -90.01 1C COED E7:111 88.01 [' 85.0 Eli 111 ■:1Ei/XIFQl ®Enea.3t 7 EllIME1 A1EDEn Lr7C:,xiE1iE13MEIOFM En En EU WOEI7f]EnEMIEnEr ] Lt 1610 13Er IEllEnF I6�WEIlEn it 170D CO] 1CrIX D ©Ear calm - 0 .0 EnE:27i 7t F7IE117E IEn FLZI (]�3IE ff E 1FIZlCFdilu�T9l mEl)m 3[ Ell C ] En FM lEn 11/In 11111/ En En En En M/ [EGi®En E En EnEnE ] En 2FL IE E7712 ]Fi�7E E-71 1EN En 15 En IMO En -55.0 12:1110 CI 50 11E1Er.�1ti1l1EEIfi�IETTg'Ir iQO TIE TIEDE MiE:"nCnC!YnE iC 1EEI .31LL31 1�i CD101�CY /E ICr' En Eli 4-]F 11 tii ® ®EnEnka]IiT�]E 1Ell EOM] EU!MI 7 iE I CO MiEi :1En!MFiD C IEnEnMIE n En IEFIED rin E Eli EMIL...1E?nG`IS]L' n FM !' ETA 11113.D 1 fl ®Ln ETl li t�lCY� t3b, UEDE 1a]ODE]RE9l l •" 7 Ti CAE ]En En MI E'T7FibI Ell EnnnFAM Ell EnE137Q1E.,14Iia1ENEnE DI- PI Elit E".7...311711 E ET.11 gal 15731EnEll [23 Inn LID mm El/ OilC K'ICQimcal[F*]E ItSE]E- P•lEnEMI raa is Ism [W- 0.omEnmE lEn FIT®..a ®mEnEnCAI En l m- En ELI' iG EU 1111 MAE TIFF EMIEnE 7EnEnFc�l.� EnEnlEnEIIt�I1Fi OEnEn 1EnEMMAE®1��_� CIELEg � lanE"�I. 11.1[ 3CzT][F11C TI TL.TIt•.�f cazirn IZEZIGkT1MiElEn1 a IFITiFtTIVTI E IFi:E7C IFT lE llu.'�� ]Fi lE27FFdIEi 7®6l�!fl ©E IC1�I�7[i1i R_'3i Grbl_ Fria lEn En EMI MI En MI /MEE 5111 IED 0:1 MO En En lan En MO En KM EMI En 15K1 OH En En EgEMI MED CEDED cam tai rin C En MI EnEn!::3IEncn i�nnnEnEnFc73 E i[ IE nE 1El161EinEnEnEll zE rn crffs IED En "ci ..k3C IL 7ETA Erm 11 EnMED ET3I'll En En EN EN tal .1111 1.111 efiiI En En M1 En MI 'SEIM) !MED En En lEntin Ell En IKE Ell Ea) MI -WO 170 ETA EinEin E`'n Er, E iEinrmia)E l t E CfElii�lE 1L"�i7Ei'E][5IOEHENMIEnE EXIcricri mnn Flo 48.4 Elta ��[i ®FcEIvnEnE MAEnFi ® MIMI MEM En EnE ntal CYO MO 11TE1[Z@71 /3En MIMI MU EWA 13 I eta 1EnEX. B3IE I:FMEliE fA Ell MIEur3I 'yiEn Ltd Frd:1 IME1EYA Ern MO m IEMI E kLT]MI IMO te tEDOFix EDEnlEn Ell EDEin nCI I© cff�® i nFiTI C rZ1G n 1111 E<d]FinEN En En lEklEn ETD fz 1 EMI [`*..1E ,41(31E?:}E;EJL n11 /4iglEa] '1.armcnEmir IC': m] 391/2 8012 53 t/8 8812 ea TABLE 7. "O•& •1!412- 114XOXF WINDOWS °LATINO OPTION: D. Tim' LAMI 0103,080,3H8"HS) TEST REPORT: FTL.358q ALL 914-12.IM XOX' 51299 UP TO 120" WIDE x89" HIGH 1.80.0170.0 TABLE 7 'LY & 4M -112111 XOX' WINDOWS TEST REPORTS: PTL -4807, FTLB °LAZING OPTIONS: 0.7 TS' LAM! (3118'H8,090,3181HS) G. 13118' LAMI (118'A,AI R SPACE,7118" LAMI -W/ 3M8"HS,.080,3H8918) r8;1. IrOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES 114° 684 CRETE -FLEX ANCHORS. 2. 1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS UMITED TO 89.8 P.S.F. ALL "0` SIZES UP TO 80" WIDE x 1fr H108 AND ALL 9 4-1P -1M XOX" SRES UP T0120' WIDE x'78' HIGH 1.80.0188.0 Arm** Gam f***¢v PJ SOW 8 P.J 7n503 D PJL 690.VS 0 d,emit tl:A. Awaked& FJC 1.W!7/R A IN THE ABOVE TABLES, USE 9100114° TAPCONS OR 4 x 0 x 0 •••• • • •••• •• • • • • •• • . • • • • • • t i�7A'�l ••• • •• • ••• • • •••• ••• • • • •• • • ADD GLASS TYPES TO TABLES NO CHANCE MS SMUT LIMNS ANCHORS AND ADO 1B' HT. OPTION ' NOICCONEL FL MN ROI PL901N NOK i34 PRESSURES-O& 114- 1/2- 914XOXCONFIG. WINDOWS ALUM!NUMCASEMENT WINDOW, IMPACT NTS 7 a 13 gaMyhm 7a45.8 0 Luau; A Twar, P.H. PH OHM Pasclwnlad COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3. 1/3.1/3 XOX" WINDOWS TEST REPORT: FTL :.:e GLAZING OPTION: A. 8/18" LAMI (1/8"A,.090,1/8"HS) "X0' WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 318 43 48 50 516 54 S7 60 83 NEG P08 NEC POS NEC POS CE21 POS NEC POS NEG POS POS NEC POS NEC P08 ® P08 NEC POS MEM ; ' lag! IllEall 0 Q -75.0 70.0 - 76.0 70 -75.0 70.0 78.0 70.0 -75.0 70.0 76.0 70.0 78.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 7 0 . 0 -75.0 7 0 . 0 - 7 5 . 0 7 0 . 0 - 7 5 . 0 1 0 , 0 - 1 5 . 0 1 0 . 0 . 1 5 . 0 7 0 . 0 - 7 5 . 0 7 0 . 0 - 7 5. 0 7 0 . 0 75.0 70.0 75.0 70.0 75.0 700 IICITEN 331/8 74 13- 5,0 -75.0 70.0 -78.0 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 -76.0 70.0 -750 70.0 70.0 75.0 70.0 78.0 70.0 75.0 70.0 -76.0 70.0 - 75.0 700 -75.0 700 -76.0 70.0 ISM 70.0 49.5 (nni 68 wan -76.0 70.0 •75.0 70.0 - 75.0 74.0 -75.0 70.0 75.0 70.0 76.0 70.0 an 70.0 rag 87.7 Em rEntrurniinoman [ 64.9 53.8 -82.7 -50.4 82.7 50.4 - 60.4 rum ngEn 60.4 m 60 9 0 r i -75.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 En 68A un 83.9 -80.0 600 acimmin 45.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 71.1 70.0 -61.6 61.8 -58.9 E -58.1 I EMI 101 0 -750 70.0 -75.0 70.0 75.0 70.0 -76.0 70.0 Exicarnunco 55.6 -52.8 528 =gm -45.8 45.9 70.917 9063M Q 75.0 70.0 -75.0 70.0 75.0 70.0 isn 70.0 Man -55.1 [31 EM 81.9 ErfiEnemEnezarnan 40.3 NEN 108 Q - 75.0 70.0 - 75.0 70.0 - 75.0 ' 70.0 70,4 70.0 -80.4 80.4 -54.3 64.3 m 'm wag .44.8 CE11 -422 C 1 C 39.7 n 75.0 70.0 -76.0 70.0 73.7 70.0 EN3 67.9 -59.0 59.0 -62.8 52.8 •49.9 En - 48.4 46.4 -43.5 En -41.1 nigg rum • x O x X 0 •••• • TABLE 9. TEST REPORTS: FTL-o2,L -3729 GLAZING OPTIONS: B. 6116" LAMI (1/8 "HS,.090,1/8ifS) E. 13/18" LAMI (1/8148,316" SPACE,5118" LAMI -W/ lI6"HS,.090,181H51) 94•• • ALL "XO" OR "OX" SIZES UP TO 74" WIDE 63" HIGH AND ALL "1131/3 -113 XOX" SIZES UP T0111" WIDE x 83" HIGH •IAIVOI 70.0 "XO" or M" & "1/3.1/3.1/3 XOX" WINDOWS • • • •• • • • • • • 1T •• • • • T • • • • • • ••• • • • • • • ABLE 10. "XO" or "OX" & 1/3.1/3 -1/3 XOX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/18"A,.090,3/18'148) ALL"XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3. 1131/3 XOX" SIZES UP TO 111* WIDE x 83" HIGII 140.4 70.0 TEST RERORT.PTL -3580 • TABLE 10A. "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL 3880, FTLsVi7!FT .4808 GLAZING OPTIONS: C. 7118" LAM! (3/46"A,.090,3/16* HS) F.13/18" LAMI (1/8"A,AIR SPACE,7H8" LAMI- -W/ 3/16"A,.090,3!lrHs) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 78" HIGH AND ALL "1/3.113 -1/3 XOX" SIZES UP TO 111" WIDE x 78" HIGH -55.01 55.0 NOTES: tt 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELM 114" TAPCONS OR 1/4" S$4 CRETE -FLEX ANCM0RS. 2. IF INSTALLING WTTH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.8 P.$.F. PRESSURES -XO, OX, & 1/3- 1/3- 1/3XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT "oslede Asa aro oenow do CA-740 NTS 19 0 13 I 7045.8 D ({jl..ri '" Lime A. Tumor, RE. PE 058'!01 COMPARATIVE ANALYSIS TABLE 11. "XO'ar' "X' & 'MX" Ua`• UAL UTEWINDOWS TEST REPORTS: .FR-3862. FM1728, FTL-4807. GLAZING OPTIONS: A. 6118° LAW (1/8"A,.080,18"H$) B. 6/W LAN (1/8 HS,A80,1A1°HS) C. Tr16' LAMI (3N8"A 000.3118'HS) 13115 , 1 ' <PACE WS* Wt t "HS X01 Y, i -.13118" LAMI 118` i BPACE,7I18° LAMM/ 3I1BP •,,000 3l1 1074 11 1111E711 El111 3/111/111 CD .' ENWil �� Ka ,����([��'}�''�,�'7 yau �i�ry��was MEM 18z/ .t �" 1+. •���,r-//�' -a K1. JI��L7"�i;�J �W7,3J. Lai III 1-- (Ltiri7;�En Lr -' -� j1' ^.[� L�7��i:L1LLL'1:111�"+�',ii ..�yi'1 "�L71 7' ".:4 I1f�:J4L'i`J�t.l'i:A L\6°.l.`.+t4.'lJ Ell E�ll1Ey JY��tL �IIIEnIE 'l� Y.�11It'�1'�,D, MI CD fin MIE IIlL[�+!.'�7.l101�++'71 f�i•'}�.:nCJL�.:n MII1 L'Ay� !XI lE :J .III Milan LED En.� MI En ClI3I[l�:I MI In IiL'�:lti:.5'l AI MI IiICAJU:Lt:J EXI ■1n EUfawn mum I i LIMIEDAM E '1i MI f'' -904 EEO ECM] !' CIMI MEM F :�pl�' C�] it. �, 111< z:? iiC�IC�][ ��L1�7�l1 �. X1�GF� `7CT��i�blC'�3C5��Q�3�`1��1 im �7FLX7lF%i`'Ii CIi7irZl]61'£i�EIZ�irar Fapi ilia rL'A' u minus MII:i�Q37��Ad FQ7RlFQ�Q7lFil�lAFt�C Lo[n 0rarmu n rffirEn MIMI MUD tail Ell MI C IMI MBED CtlilC11l1EnI CO • rtn. , CO MIMI MI En lOnlialMIIFLX1M1611 fal En MI ED Inn rm mom MIMI En FM En En �C m®MEM MIMIMIMIMIEnl F € Ell MEMMEM[M WM l lEnCriICFn EnLYn ran MI CUM MIMI Minn MIF'1i Eli Fin lEliE: i1111Mgm valisriunErnEuErniill 6 inen CM 100 lan En ISII QnkalinlMIQ7SKIM! 102 MED 600.MIMIEUMI t7MIFInMI I MIMI CHM FMMIC EDMIIEMIML7fr MIMI MEN! Fla ZEILEMERRHERFAMEMEir19RWAM6111111111111111M11 Ell ma no roo nn co En Ern mum um MI Enrill clam Inn EM MEM MIMI EITIFIBEEltlin MIMI =::IEX3 EinEn MI En eirn MED En:MEM Entail MIMI curium MI FM lEillEn • Ea nun MI En MI um nnarumiria nil EMI MI Mt CM MI IMI Eli MI MI MIMI • mptimanntanameaninfamingaurehuraamminew IIIIIIIhrgnm MI room En En MI En Minn Un MI em Er! rim tai EN EN Inn MU MI Itall MEn VIM :611 CI ppm MI emEdrarinegrammEinunrammulgElial Ern EN in Lai WO NMI MI MAUI MI En M112111ffn Ell Eli MI Mlusimicnranrintmell MEM MI lEn rn MI MIMI MglEll W.:ILI] rnfal ZEIE/ EN nmali Ell ni fog rvi niti Eli MIMI ELI En ME/ Emu= ami 80.204 31.014 122 30 33.687 64.827 130 °XO' & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12 CO 7" co "OX' 8 "XOX" UNEgOUAL. LITE NINt10W$ TEST REPORT: FT1,3880 GLAZING ttPT1ON D. 7118" L.AMI (3A ErHS,.W018•H3) ALL 7L0X' SIZES UP TO 131' W/DE x 83" HIGH WITH 37" MAX VENT WIDTH AND 80' MAX. FIXED WIDTH AND t 1_80A 1 70.0 AU.ICO' ar "OX" SIZES UP TO 87' WIDE x 83' HIGH WITH 37' MAX VENT WIDTH AND 87 MAX FIXED WIDTH 11 12A. 1(0' or OX" & UNEQUALUTTE TEST OPTIONS: O. /189AM 3I18'HS 1 .18" /B •R SP (0: MAO, PTL.4607, PTL.4603 A 080; 1 AU. "XOX'SIZES UP TO 134" WOE 76° HIGH WITH 37"MAX VENT WIDTH AND Mr MAX FIXED WIDTH AND - 66.0 860 ALL'XO"Dr "Or SIZE$ UP TO 87" WIDE x 78" HIGH WITH 37" MAX VENT WIDTH AND 80' MAX. PIME0 WIDTH :Tee: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 114" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WTTH #12 SCREWS DESIGN PRESSURE IS LIMITED TO no P.S.F. ,a Fit F.K wFeeyr F.K arm IOUS NIKO orr 0/2100 Oalw 12117/V2 Reiter 6 RaWsex O ADD MASS TYPE O TABLE 11 NO CHANCE MS&HEET MANGE ACNORS AND ADD 74' WONT OPTION aft I roM T CCONS,L L3 2Th Ft7B P.O. Ina NOIaCaON PL SG74 VW* Seater x 0 x UNEQUAL. U TE& x UNEQUAL LIES 0 X • • • • • .. • • • • ... • • • • • PRESSURES- UNEQUAL CONFIC3 XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT cvt74O NT$I 9 m 13 r" 7048.8 D it!'21 /cir Lamm PE/SB'!O1 P.H. Mechanical �ME MA ME NE MA 4IE REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL SHEET 11 REFERENCE "X0" & "XOX" FRAME ASSEMBLY DETAIL SHEET 11 000 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE °90C"FRAME ASSEMBLY DETAIL SHEET 11A, MAX. VENT -.- DAYLIGHT OPENING (SEE SHT. 3) • WIDTH (SEE `Yij,47•; •••• • • •••• HORIZONTAL SECONcartel . • • 0 • •• • pO®UG7 • • • =rat dial •••• • • •••• i 44 ••• • • 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 •• •• • •••••• • • • • • • • • • •• • • •••• •••• • . ••• • • • • • • ••• •• • VERTICAL. SECTION VE CAL SECTION, FIXED UNIT OPERABLE UNIT WINOS use 00. F.K. 12/17/12 4001S'IH'La C0A2741 8E00 10710 SHOW TOP NMOE GN0 SW. NO REP AND ADD REM 09 WOO 1RMA RGYDRII� NQ00.1ag t; 3df0 P.Q SOX 1/178 NORM , R 3 ?4 Viably Batmr SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT 17i rs 1 10 a 13 7045-8 thew A. Timer, P.E. FE 8E8781 FRAME ASSEMBLY TUBE, MATL:6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID-SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MArL: 608376 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MIDSPAN "0° FRAME JAMB "XQ" "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER NOTE; ALL ALUMINUM SHALL BE OF 8083 -T8 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL IIM- SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .098" CASEMENT BACKING PLATE MAIL: 6083 -16 DWG# 7071 .082° NOM. 2.919" 2.784" 01 FRAME HEAD. S1LL. JAMS MAM: 808346 DW i002A • • •••• 1.159" 2.138" • BASH FRAME HEAD, SILL, Ali w • • MAT'L:6063 -T6 • • DWG# 7003A •••• • • •• •• • • • • • • • • • • 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063-T6 DWG# 7005A • •• • • •w•• • • •••• • • • ••• • • • •• • ••••• • F.K SY SHEET 7110103 . Fw,aWm C F.IL NO CHANGE TM8SHEET FX a'Ci478 0 ADD HEN BB m"., as Ws lrzr/.44y. ws 12117372 W70 rECNNDIABYD%VE . FL 34776 P,O. eQx 1629 NN(D}a& F4 34774 EXTRUSIONS & ASSEMBLY DETAILS nr ALUMINUM CASEMENT WINDOW, IMPACT bir,"h°t 4n. 4m1°p iEn¢ 4-, wan I NTS 11 " 13 7045 -8 D 1(41705--. Lucas A. ?G % P,! 39 Mat PARTS LIST ITEM DWG 9 POT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SE.L &IAMBS 2 1155 781PQA 98 X I QUAD PB MS 3 7008 PRAMS CORNER KEY 4 1/rX1/27U8` CIASEDCHLL FOAM TAPE 3 70034 SASH • TOP, BOTTOM & SIDE RARL 6 1155 781PQA 9S X l QUAD PII SMS 7 7017 67017K BULB WEAGIERS1AIP .187X.240 8 ?009 SASH CORNER KEY 9 1024 MAXI! MULTI•POJNT LOCK , 10 7026 LOCK SUPPORT PLATE 11 91034X362 pH. PN, TYPE P 12 7014 MOLT LOCK KEEPER (EN. & 4R) 13 1157 711X78PPSM8 118 X.875 PK PN. 8149 14 7013 TIE BAR GUIDE 13 7015 TIE BAR ASSEMBLY 16 7028 MAXIt DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 86-32 X .375 Pa PN, TYRE B 21 7032 STUD BMCKBT(LB. &La) 22 785824 88 X SAF FLT. PHL 6M8 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP•N HANDLE 23 7023 12* HINGE WAVY DUTY) 26 71118I2PP 810 X 300 PH. PFE. 5116" LAMINATED (1/8A & VOHS GRASS) .090 N7ERIAYER • SOLUTIA OR DUPONT PVB 31 5/16' LAMINATED (VMS & 141113 GLASS) .090 INTOR AYER • S0LIMA OR DUPONT PVB 7/16" LA . NATED (31164 8:3/16118 GLASS) .090INTERIAYBR • SOLUTIA OR DUPONT PVB 33 7/16• IAMNATED (3/16114 & 3/16119 GLASS) .090 N'IBRIAYER - SOLUTIA OR DUPONT PVB 40 7036 01.AZNO BEAD (3/16') 41 7042 DAZING BEAD (7/16") 43 1224 611247 VINYL BULB WSTP (IMO 44 SILICONE • DOW CORNING 899, 995 OR EQUIV. 43 PARABOND 46 1634 61638 SETTING BLOCK 5o 7 SCREEN PRAMS 51 7040 SCREEN CORNER XEY 52 SCREEN CLOTH 33 1635 61635K SCREEN SPLINE • SERRATED S4 331 60976 CASEMENT SCREEN CLIP $3 78812PSTW/13 28 x 300 Bg. FN. TEK SMS 67 70044 67004 CAS TFRA1,4EASSY. TUBE 68 112X1PFT 912 X I" PH. PHI. TEIC 69 7011 LOCK SUPPORT RATE 70 7012 LOGIC SPACER 71 7019 711573 SNAP-ON T 1NFIDLE ICINGS 72 7018 7PLDHD FOLDING HANDLE PARTS LIST CUNT. ITEM DWG # POT. # DESCRFfON 7025 73 MAXD4 SINGLE LOCK 74 7016 SINGLE LACK KEEPER 74 708344 80 7003A 88 X .750 QUAD PN SMS i11XED WNI)DW 6 RA 3 • HEAD, SILL & IAMBS 81 1151 781PQA 82 7010 8S X 1 QUAD P14 SMS FIXED PRAMS CORNER KEY 833 7007 INSTALLATION HOLE COVER 85 67407 86 13!16" GLAZING BEAD 03/16'10.) La GLASS (1/Pits, AIR SPACE, 5/16`L1M4 5/16' TANS (2) UtES OP GLASS WITH AN.0T0 NTERIAYER • SOLUTBA OR DUPONT PVB 87 13/16' L0. GLASS (1B"HS. AIR SPACE, 7n6'LAMI) 7116' LAM. 3/164 & 3/16885 GLASS W1141 AN.0 0IMTSRIAYER • SOWIIA OR DUPONT PVB 8B 13/16" 10. GLASS (1/8•0 AIR SPACE, 7I6'IANO) 7/16" LAN m 3/16119 & 3/16119 01.A41 001118 AN.090INTERIAYER • SOLUTIA OR DUPONT PVB 7071 67071 CASEMENT BACKINO PLATE (SEE NOTE 4, SHEEP 13) •706" .050" ., .865" 0 8/16" GLAZING BEAD MAIL: 6063 46 DWG# 7036 .523 " -1 .060' 41 7/16" GLAZING BEAD MAIL: 606346 DWG# 7042 .040" r 1.000" .423" °CASEMENT SCREEN FRAME MAIL 6083-T6 DWG# 7006 I-- -172" INSTALL/VI-011W COVER • • MAIL: 096848 •.•• • DWGIi7 i • • • • • .870" "I .080" •••••• -.I .868••••• •• • • • • • • • • • ••i•• • • • • :. 4 l':6,-44,-,r ag • 0 1311r GLAZING %AP. • • • b14.1* • MAIL: 6063.1'6 4`, • : • • • • • • 1' 4C .128" DWG# 7047 • • • • • 1.124" •• •••• • • 2.701' .093" 67 CASEMENT FRAME ASSEMBLY TUBE MAT'L; 606346 DWG# 7004A ...• • ••• • • • • • •• ADD 13.116-14 GLA A OMAWR; BEAD aft Aker aF OAR a 0/130/13,05 A0 .."dr F. 12/17.12 FR 0 1070 NO CHANGE mission' ' AW5 mission' fortamtst Mooted By by 40 HOLIN T077E1144 SILICONE Ale ADD M5111187, 68AN0 88 P.O. tog 1020 IOCXO 10 R 02274 PARTS LIST & EXTRUSIONS Ila 5r ALUMINUM CASEMENT WINDOW, IMPACT Visibly Bauer s"mawe a+" ..r 04.740 NTS 12 a 13 704$8 D Lucas A.flm02 P,8. P8960201 Adeclumiesi 112 rim VD 2x WOOD BUCK (SEE NOTE 3) 1/4' MAX. SHIM SEE NOTE 2 lx WOOD SUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 SEE NOTE 1 SEE NOTE 4 11/2" 1,,,.,, MIN. OPERABI,.E UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM Alt, SEE NOTE 1 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 2 1114" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1x WOOD SUCK (SEE NOTE 3) 114" MAX. SHIM SEE ,Q,S NO TE 1 SEE NOTE 4 1 112" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 11/4 "W , M OPERABLE UNIT FRAME TO CONCRETE 1 114" MIN. FIXED UNI FRAME TO CONCRETE NOTE 1, SEE 1 114" MIN. FIXED UNIT FRAME TO CON RETE W/ W O O D BUCK L S 41 112" THICK • • •••• • • • •• • • •••• • • •• • • NOTE: ALL• AILS APPLY Td'HEAD, SILL, AM:MIC S. • • • • • •• • NOTES: A 1. FOR CONCRETE APPLICATIONS tN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1S 21/2". 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 ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY. .. • • • •• • • • • • Wain N* a a • • •••• • •••• • ••• • • • • • • • • • Meter Alb: Maw. Ff4 w ems` 10 CHANGE 71#8se r ANCHORAGE DETAILS m macs NO MIME nce r 1010 �..��. - ALLJMINIJM CASEMENT WINDOW IMPACT rmwaln m a�."�s F.K 42106 D R6Vf 1E NOTES Ales REMOVE yfa TAPCONS $I14 MEWS P.O. Sp( 1127 0.W nee a.amey bk., MOM S% 9474 F 12/17/02 t CA.740 NTS 3 " 13 70458 D I +/2 f Lucas A. Tim& PM. PE 088721 Necliatl"d MIAM 4"1,..„;1194441 . 04;14 .• . .• • • • • • • • • • • • • • • • • • __ BUILDING • BUILDING CODE COMPLIANCE Oi�I€E (BCCO) • • • • • • • • • • 140 WEST FLAGLER STREET SUITE 1603 MIAMI, FLORIDA 33130 -1563 •• • • • • i • • • i • • • •• • • (�) 375 -2901 FAX (305)375 -2908 NOTICE OF ACCEPTANCE (riQc • •• • • • • PGT Latin • • • • • • . . •• ••• •• 1070 T Drive • ••• • • • BOAAI- DADEcOUN r,FLORIDA • PRODUCT CONTROL DIVISION ffi Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use ofconstruction mss. The documentation submitted has been reviewed by I Dade County Product Control Division and accepted by the Board of Rules awl Appeals (BORA) to be used in Miami Dade County and otter areas where allowed by the Autry Having hum diction (AHi). • 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 AID (in areas direr than Miami Dade County) reserve the right to have this product or material tested for quality assurance peuposcs. If this prod or material fails to perform in the accepted manner, the manufacturer will incur the expense of suck tang and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to !evoke this acceptances if it is determutHad by Miami Dade County Product Control Division that this product or material fans to meet the requirements ofthe applicable building wale. This prod is approved as cbscribed herein, and has been designed to coniply with the Florida Building Code, including the lEgh Velocity Hurricane Zone. DESCRIPTION: Series PW 701 Alumintim liked Wmdow — L.MI. APPROVAL DOCUMENT: Drawing No. 42594 titled "Aldan Picture Window, dpi a , sheets 1 *lough 12 of 12, prepared by manufacturer, r, dated 7114/03, with revision `B", dated 41407, signed and sealed by Robert L. Clads, P.E., Imaring 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 and Small Missile Impact Resistant LABELING: Each unit stall bear a permanent label with the mks name or logo, city, state and following statement " Miami -Dade County Product Control Approved", unless otheswise noted Innein. RENEWAL Of this NOA shall be considered after a renewal won has been filed and there has been no cbauge in the applicable building code negatively affecting the performance offtnis product TERMINATION of this NOA will occur atterthe expiation date or if there has been a revision or clime in the materials, use, and/or manufacture ofthe product or process. Miser of this NOA as an endure t of any product, for sales, advertising Or any other puipses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be causal for termination aml removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Mimi-ice County, Florida, and find by the expiration Lion date may be displayed in advertising literature. Ifany portion ofthe NOA is displayed, then it shall be Bono in its entirety. INSPECTION: A copy oftins eitire NOA shall be proms to the user by the manufacturer or its distributors and Aall be available for ikon attire job site at the request ofthe Building Official. This NOA r NOA 9 03- 1105.01 and consists of this is 1 and evi dence pages E-1 and E-2, as well as approval dot mentioned above. Tim submitted documentation was reviewed by Manuel Perez, P.E. t O of 1`11) t {PCbortS VL Cl2- AV- •rio3 NOA Nerd 07- 0418.06 ExphutIon Date: February 19,2009 Approval Date: June 21, 2007 Page l PGT Industries TL ILO .... .... • • • • .. • .. ... • .. • ... ... • • • A. DRAWINGS L Manufacturer's die 4nt" ." 2. Drawing No. 4259 -4, fit,kr:Abritirtinh picture Wn dow, Impact", sheets 1 through 12 of 12, prepared by ma dfactirerr halal 744/O with revision 'B ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS L 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 alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3835, dated 07118/03, signed and sealed by Joseph Chan, P.E. (Ss h�ten previous NOA #93- 1105.01) 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 ik&ssile 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 an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Subonitted undo. previous NOA #03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Cam, P.E. Complies with ASTM E1300-02 2 D. QUALITY ASSURANCE 1. Mlmi Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Act No. 02.0828.15 issued to EJ. DuPont DeNeniours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12111/05. 2. Notice of Acceptance No. 01- 0205.O2lssued to Solutia, Inc. for *S8ea 11Ceepsafe Maximum" dated 5117/01, expiring on 5121/06. E -1 Mouud Product Control NOA No. 07- 0418.06 Explratim Date Feb spy 151 Approval Haft June 21, 2007 PG_TigAgitcW • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • ••• NO OF : ] tiE111C • • • • • • • . • • . • • • • • ••• • • • F. STATEMENTS 1. Statement letter of cc*fbrdrairce; datedApn'# 4•2007, signed and sealed by Robert L. Clark, P.E. . . 2. Statement letter of ncr ina�citd niter& Med 'April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 03- 1105.01, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Window -LMI, approved on 02/19/04 and expiring on 02/19/09. E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: a 7/18° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .080 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7116" LAMINATED GLASS COMPRISED OF (2) L ITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 11/16" LAMI LG. GLASS COMPRISED OF (1) UTE OF 3/16° HEAT STRENGTHENED GLASS, A 7116" AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3118" ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI LG. GLASS COMPRISED OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/18" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .0901NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: ( FLANGED - SEE SHEET 5, TABLE! AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33113% 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 EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES. 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FINN4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED.,. »7 SECTIONS, INTEGRAL FIN. 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE. 10-12 • • • • • •• • 4. SHUTTER REQUIREMENT: NONE REQUIRED • 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL-3880 dea ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL •••. • • •••• • • •• •• • • • 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT • EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • •• • •••• •••• •• • • • • • • • • •• • • •• • • • • • •• •••• • • •••• • • • • • • •••• autearatoten • osts=rith the Os* 11141V0 TrjTT F11141V0 G9 I� '�- AIL • • • • �Gale NOKOMIS, Ft. SSW P.Q !Sm �34274 NOTES & TABLE OFCONTENT3 ALUMINUM PICTURE WINDOW, IMPACT 1 N1 11 d 12 I 42594 ,*1/ a,banLcikP.e PBg9111 Earacbgei 3118" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE 7118" LAMI GLASS NOMINAL 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB 7/16" AIR SPACE 3116" HEAT STRENGTHENED 3N6"HEAT GLASS STRENGTHENED GLASS FLAIV f 12 �OR 21 EN 11116" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) OUTSIDE 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3118" HEAT -»- STRENGTHENED GLASS • • • • —•• •••• • •• • • • • •• • • • • •• • • • • • • • •• • • •••• • • •••• • • • •••• flaDigir A MV SED • saisi‘asqvIttio a{gold: • 9 • 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) FL San P.* BQK 1529 NOKOMX Fi 91274 GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Vila* arum. P nn j FUL4 2 d 12 ) 4259.e ► B //7/'" /Ad7 Robot L 4ir0, P.B. PBSW a ilibtalund HEXAGON FULL CIRCLE MAX SIZE 60" BETWEEN FLATS MAX, SIM = 80" DIA. OR MAX. AREA = 21.86 SO. T. OR MAX AREA =19.63 SO. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA= 20.71 SQ. FT. QUARTER CIRCLE MAX SIZE =68 "X68" OR MAX AREA= 25.22 SQ. FT. S 96 MAX. "X4r OR MAX AREA = 24.47 SO. FT. ELLIPTICAL MAX. SIZE = 98" X 47" OR MAX AREA = 31.99 SQ. FT. • • • • • •. • • EYEBROW MAX SIZE =96"X48" OR MAX AREA = 31.99 30. FT. 98" MAX. ••• • ••• •••• • .• • ••.• • • 441/4" MAX 010 48" HALF CIRCLE MAX. SIZE = 98" X48" OR MAX AREA = 25.13 SQ, FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Xmoms it rim '�atge 4$ FX UFCIATEA MOORAGE NOTE NO CHANGE THIS 81EE7 ale I 92114" MAX DLO RECTANGLE MAX. SIZE M48' X 98° OR MAX AREA = 32.00 SO. FT. ARCH. MAX SIZE = 48" X 96" OR MAX. AREA = 3028 SO. FT. TRAPEZOID MAX. SIZE = 48" X 98" OR MAX AREA = 31.99 SO. FT. _ • • • • •••• • .• • • • • • • • .• • • •• • • • • • •• • .•• • • •••• • 4 • Of • •• • • R"bal4Cmk PE. PEA$71R SNORE HEXAGON FULL CIRCLE MAX. SSE = 60° 8 N FLATS MAX. SIZE _ 60° DIA. OR MAX. AREA =21.85 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 60" SETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.2280. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X47" OR MAX. AREA =31.99SO. FT • • • • • • EYEBROW MAX. SIZE = 96' X 48° OR MAX. AREA = 31.99 SO. FT. 98114" 6 � O.D. 501/4" FRAME !!I MAX II DLO • MAX. SIM = 48° X 98" OR MAX. AREA = 30.28 SG. FT. •••• • •••• • •• • • • • • • •• • • •4 • • .4 •. • • • • • • • •• • • •••• • • i •••• • •••• • • 61� •.. atlFtho Ewan. • • HALF CIRCLE MAX. SIZE = 98"X48" OR MAX. AREA =25.13 SQ. FT. 93114 " MAX. DLO TRAPEZOID RECTANGLE MAX. SIZE = 48" X 96" OR MAX AREA = 31.99 SQ. FT. MAX. SIZE =48"X96" NOTE. OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4040 art aft iiw 00/0 Oft • B ADD F17451110.0 0e4301010A D LPLIAT0ANYH71Z70?a015 NO 0MVKIE nAdBHEEr r, num AOIGLMINJ PLtRP4 PIGIT V6fbb Bator INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT envoi I"NTSI 4 a 12 Im+or, 4259-4 1 Q Raton L P$ PE 1138112 TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENS101S ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/11M-0130, 3118HS) B, 7/18° LAMINATED GLASS (3(16118, .090, 3/18118) C. 1 1/16" LAMI 1.0., 3/18H$, 7/16" SPACE, 7/18" LAMI (3/16A, .090, 3/16" HS) D.1 1116" LAME 1.0., 3/16113, 7/16" SPACE, 7118" LAMI (V181-13-090, 3(16" HS) WINDOW GLASS WINDOW "Y" DIMENSLON "X DIM. TYPE 28.600 39.500 49.000 A,B,C,D +80.0 I.80.0 +0.0 ( -800 AREA 9.70 SO.FT. 13.44 SCUT. 54.500 A,B,C,D +80.0 -80.0 +60.0 410 8 AREA, 10.79 Q.FT, 14.95 1 Q.FT. 0.000 A,B,C,D +0.0 I -80,0 +0.0 J -80.0 AREA 11.88 eid.FT, 16.46 SQ.FT. 34.000 +80.0 1 -0.0 11,67 SCL +0,0 -0.0 12.87 SQ.FT, +80.0 I -80.0 14.17 SQ.Ft. Fn -3838 FTL -3835 Fri -3850 F7L 3850 45.E 48.500 +0.0 j -sox ' +80.0 1 -0.0 15.31 SQ.FE; 15.82 SQ.FT +0,0 l -80.0 11.03 SQ.FT.. +0,0 -0.0 1$.75 tQ.Ft 48.000 +0,0 I -80.0 +0.0 I -80.0 17.0 6Q. FT. +80.0 j -80.0 80.0 AREA 78.500 82.000 ( -80.0 12.96 SQFT. 80.0 80.0 •0.0 14,06 'QFT. -80.0 +80.0 1 -80.0 +0.o 5.47 SQ.fl -80.0 +80.0 -0.0 18.78 SQ.FT. 17.87 SQ.Ft. 20.47 ,FT. 80.0 I -800 +80.0 J -80.0 19.48 SQ.FT. 22.19 S0.F1: A 8,0,0 AREA A S,C,D AREA A C B,D +80.0 +80.0 -80.0 15.14 SQ.FT. +80.0 -0.0 +80.0 -0.0 16,23 Q.FT +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +80.0 1 -0,0 +80.0 -80.0 18.06 SQ,Ft +0.0 -0.0 +80,0 I -80.0 19.36 SQ.Ft +80.0 ( -80.0 +0.0 i .80,0 +80.0 +0.0 20.98 +80.0 -80.0 +79.3 70,3 -80.0 +0.0 -80.0 Ft 23.91 Q. FT. -0.0 +74.6 1 -74.5 19.38 SQ.FT, +80.0 I -80.0 21.15 SOFT. +0,0 I -0.0 22.93 80.Ft. +78.0 I -78.0 18.33 SQ,FT. +80.0 l -80.0 18.17 SQ.FT. +80.0 ( -0.0 20.00 SO.FT. +80.0 83 1,1 ( -80.0 .F. 21 +80.0 -0.0 23.67 SQ.FT. +80.0 1 -80.0 24.70 SrQ.FT. 76.8 •78.8• +80.0 •e j 80.0 .80.0 +80.0 1 -80.0 +80.0 -80.0 22� +780 +80.0 +0.0 FT. 25.83 SOFT. +73.1 L 73.1 +80.0 -0.0 28.48 FT. 25.50 Q ••• +71,8 .Z12.• -78.0 +70,0 -70.0 -0 0 +79.1 78.1 .0.0 +0.0 -80.0 +88.4 +77.3 93.000 woos AREA A 0 13,0 AREA A C 0,0 AREA' 17.32 SOFT, +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 20.86 +80.0 +80.0 +0.0 FT, -80.0 -80.0 0 24.00 +74.0 +0.0 +80.0 Pt 27.34 -74.0 ! +65.5 -0,0 +74.0 -0.0 +80.0 Q. -68.4 -77.3 +80.0 8 -80.0 28.26 Q.FT. +0.0 -80.0_ . 27.33 SC 6 +67.0 1 17.0 455.5 +63.9 433.9 +80.0 1 'oLd • 29.17 Fr; ti +62.4 1 •-82.4 -74.0 +72,2 -72.2 +70,5 -80.0 18.41 SQ.FT. 10.0 1 -80.0 FT, 25.51 SOFT. +0.0 .0,0 +11.9 1 71.9 29,08 SOFT. +63.0 1 -63.0 +0,0 -80.0 0.03 Q.Ft +80.0 4D `o o 3t00 QFT. +80.0 -80.0 +0.0 -80.0 +80.0 1 -0.0 +71.2 1 -71.2 10.0 19.00 -0.0 FT, +80.0 -80,0 22.67 SQ,Ft: +80.0 26.33 -0.0 +80.0 -80.0 FT, 30.00 Ft +61.5 +59.5 +0.0 -81.8 -69.5 -80.0 +0.0 +87.8 +80.0 -60.0 -87.8 -80.0 31.00 SQ.FT. 3200 SQ.FT. N 1. Au mo.srm SUSS SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 3280. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED 8d TABLE 1. OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR $IRE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FJ Led 44?1 ,2 n.rAN7J A MAMIEA'DTE 1ANCNOR3MOYYAHl12 E23674 MOP •••• • • •••• • • • • • • •• • • • • • • • •• • • • • • •• •••• • • ••• • • • • • TWO TECHMOSCOYOR7Y8 ?MOWS, 1134273 P.Q px13J IIORLr!$, AJG74 V ear, FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW IMPACT PYK101 1 6 8. to r � B n mrl+ 1 atl. CM, Pl. PEf38112 EYw9ed TABLE 2. DESIGN PRESSURES, INTTEGRAL. FIN WINDOWS (81258 ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/18"A, .090, 3(18148) B. 7/16" LAMINATED GLASS (3/18"HS, .090, 3/16118) C. 1 1116" LAMI LG., 3(18118, 7/16" SPACE, 7/16" LAMI (3118A, .090, 3/16" HS) D. 1 1/16" LAMI LG., 3116H$, 7(16" SPACE, 7/16" LAMI (3116148, .090, 3116" HS) WINDOW "Y" DIMENSION WINDOW "X' DMA. GLASS TYPE 28. 4.000 FTL3835 FTL 3835 FTL -3850 FTL -3850 39.500 45.000 46.800 48.000 49.000 A,B,C,D AREA 54.500 A,B,C,D AREA 80.000 A,B,C,D AREA 88.000 A,B,C,D AREA 71.000 A,B,C,D AREA A B,C,D AREA A B,C,D AREA A 87.600 C 13,0 AREA A 93.000 0 8,0 AREA A 96.000 C 0,0 AREA 76.500 82.000 +00.0 -80.0 +80.0 ► -80.0 +00.0 9.70 SQ.FT. 11.57 FT -80.0 +80.0 43.44 SQ.FT. -80.0 +00.0 -80.0 80.0 1 -00.0 15.31 SOFT. 15.82 Q.FTT, 16.33 SQ.FT. +80.0 1 -80.0 10.79 SQ.FT. +80,0 -00.0 12.87 SQ.FT. 80.0 40.0 14.15 SQ.FT. 80.0 -80.0 +00.0 -80.0 +80.0 40.0 17.03 Ft 17. SQ.FT. 18.17 SQ.FT. 80 .0 -80.0 11.88 SQ.FT. 80.0 1 -80.0 14.17 FT. 10.0 -80.0 16.48 SQ.Ff. +80.0 -80.0 18.75 Ft. +80.0 1 -00.0 +00.0 12.96 SQ.FT. -80.0 1 A StiFt. 80.0 -80.0 +00.0 ..80.0 17.97 SQ.FT. 20.43 FT. +8 .0 1 400 19,38 SQ.FT. +8.0 1 -80.0 21.15 SO.FT. +80.0 ► -80.0 20.00 SQ.FT. 80.0 1 -80.0 21.83 FT, +80 0 40.0 +80.0 -80.0 +80.0 -00.0 +00.0 14,05 SQ.FT. 16.76 BQ.Ft 19.48 SQ.FT. -80.0 19 SQ.Ft. 8.0 -60.0 +80.0 22.93 SQ.FT. 40.0 23.57 SQ.Ft +60.0 -80.0 00.0 -80.0 +80.0 -00,0 79.3 79,3 +78.0 -78.0 +78 8 -76.8 +80.0 -80.0 1514 Sl2.FT. +80 0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .00.0 +00.0 18.08 SQ.FT. 20.98 SQ.FT. 23.91 80 24.70 SQ.FT. -00.$•• 25.50 SQ.fl • 80.0 .0 +80.0 40.0 +80.0 -80.0 +74.5 74.5 +73.1 73.1 +71.8 +00.0 -80.0 80.0 40.0 19.36 SQF'fi +80.0 -80.0 12.49 SQ.FT. 80.0 -80.0 +80.0 -80.0 +80.0 •;11• • .46161 • 18.23 SQ.FT, 25..63 8QFt 28.48 SQ.FT. +80.0 -80.0 80.0 -80.0 +7110 -78.0 70.0 -70.0 +88.4 1 -68.4 27.33SOQ••• +67.0 1 $7.0.•• +0 -80.0 +60.0 40.0 +80.0 -80.0 +79.1 79.1 77.3 I -77.3 +76.5 +80.0 -80.0 +80.0 -800 80.0 -00.0 +80.0 -80.0 17.32 FT. 20.86 SQ.FT. 24.00 SQ.PT. 27.34 80.0 -80.0 28.3 Ft +80.0 29.17 80.0 -80.0 80.0 -00.0 74.0 -74.0 +65.5 -85.5 +63.9 43.9 +62.4 +00.0 40.0 +80 0 -80.0 +80.0 0 74.0 -74.0 +72.2 -72.2 80.0 .8.0 +50.0 -80.0 0 -80.0 +80,0 -00.0 00.0 -80.0 arTheo •• 44070. tr. •:82.4• +70.5 -70.5 • '2g' 31.00 SQ.FT. +80.0 18.41 SQ.FT. 21.96 SQ.FT. as SQ.Ft .08 30.03 SQ.FT'. +80.0 -80.0 .0 -00.0 71.9 71.9 63.0 -63.0 +61.5 41.5 +800 -60.0 +8.0 -800 +80.0 -80 .0 80.0 -8.0 +71.2 -71.2 +69,5 49.6 +67.8 -87. +00.0 -00.0 +800 19.00 SQ.FT. -80.0 2267 &EFT 80.0 -80.0 28.3$ SQ.Ft +80.0 -80.0 30.00 SQFT. 80.0 -80.0 +80. 40.0 31.00 SQFT. 32.00 FT. SIZES SHOWN ON SHEET ARE QUALIFIED TO THE PRESSURE OF 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SLZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR 70 THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTAUATTON WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10 INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANOIORAGE DETAILS ON SHEETS 10 AND 11 are crumsettore 7.14163 iaL. 2E4: ANCHOR01131M SCREW •••• • •••• •• • • • • •• • • •• • • • • • • • •••• • • •••• • • • • amenurrams= • • • • • • • • • . • •4" WO ITEMINOLOOT WOW WOW, aanafm P.0. �( tlia7 NIp117aO4 R 3GM _INTEGRAL F7N UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT . fot 1 NTSJ 8 a 12 { 459 4 2.784" _....�.. HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE • JOINT SCREWED C i RNER ASSY (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASSY (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASSY (FLANGE FRAME) MAX. DAYLIGHT OPENING •••• • ,111$IDE •••• • • •• • • . • • • • •.• •• • • ••• • • • •• .• r • • . • • •. .• • • ••• 61Ae.e e.u. • • ••• •• •.c.. • • •• • • • VERTICAL SECTION (FLANGE FRAME) Ir d4F brtr Kit gym op Die FA 1.2M&W ale AsAdoArs war A Cb•he7.R ND C1INCE flub SHEET ? � N NO CHOW THISSHEET Oft 1mo7137al001O>ms NCKpLLA R WM RC( GQK i NOKp.B W.8404 SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW IMPACT' dermal PW401 7 12 I 425944 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL. FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX WINDOW HEIGHT 0 0 0 Q • • • •• . • • • • • • • •• Ammon wow Roma -- .,_.�... • • • • VERTICAL SECTION (INTEGRAL FIN FRAME) .•• • • • Road* Orb FJL 4' V7 8 0000.0050TH0 &ISET FR Wig* A NO cHANGEIF@98NEET P* MVPS utu,e•y u,r ) W70111000 OOTOWE 0010008,9020 F.a f 8.9mr Vulblg Better SECTIONS INTEGRAL FIN r 9 L U M I N U A A PICTURE WINDOW, IMPACT F100,01 8 012 I6..mw 11 ITEM 1 2 7 DWG NO. 4256A 4293 1155 P DESCRIPTION 64258 INTEGRAL FIN FRAME HEAD, SILL & JAMB 84253 FLANGED FRAME HEAD, SILL & JAMB 781PQX 98 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM6504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 11 12 13 14 4265 4254 1224 4224 94265 64264 8TP247 7116 LAMI GLASS BEAD 15 DOW CORNING 998 SILICONE STRUCTURAL SEALANT, BLACK 17 7/15" tAMI GLASS: 3/18" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 18 11116" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3118" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18"HEAT STRENGTHENED 262 64262 ARCHITECTURAL CORNER KEY 21 /16" LAMI GLASS: 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 1 1/16" LAMI LG. GLASS: 3/18" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT I.» 8083 -T6 DWG NO. 4254 ITEM 1, INTEGRAL FIN FRAME MAT'L: 6063 -T5 DWG NO. 4258A 1.875' ••• • • • • • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• s- • • • • • • •••• • •• •••• ••.•__ • • • • • • •• --t r— .062° it 2.784' ITEM 2,, FLANGED FRAME MAT'L» 6083 -T5 DWG NO. 4253 tIst • ••• •• • • • • •• tax AAA A SCO AAA n4w 8 a A cerAssept NO CHANGE MIS SENT Pra.12641V05 fl6SSHEET N> NOW= q, 94471 P.Q ,�i PL 94474 >izahb &4tar EXTRUSION PROFILES B PARTS UST ALUMINUM PICTURE WINDOW, IMPACT PW401 //i4t1� 9 a 12 )' 42594 °7 al* RE PE 1139712 Etuebnl .131° DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 114° MAX. I SHIM T CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. SHIM `* • 4. SEE NOTE 1 FOR EMBEDMENT A WOOD ANCHOR (SEE NOTE 2) A 13/8" MIN, £ EMBEDMENT AL3.6 KSI MIN. CONCRETE f FLANGED DETAIL D (SILL ONLY) NOTES: A 1/4" MAX. SHIM T WOOD ANCHOR (SEE NOTE 2) 1 318" MIN. EMBEDMENT INTEGRAL FIN DETAIL He WOOD BUCK (SEE NOTE 3) 114"q MAX. f SHIM T FLANGED DETAIL C L 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A [- 1/4" MAX. 1 SHIM T • • • • • •• • SEE NOTE 1 FOR '+ ::':.° '" 1x WOOD BUCK* • • • A EMBEDMENT:: : (SEE NOTE $) • • '- 3.5 KSI MIN. CONCFI •I t• • • FLANGED DETAIL E OR 1.6 KM MIN. CMU•, • • • •• •• 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/46 ELCO TAPCONS, EM$5) 1,3I8° MIN., 5116" ELCO TAPCONS EMBEDDED 13/4" MIN. OR 114° S34 CRETE -FLEX EMBEDDED 13/4" MIN. DISTANCE FROM ANCHOR TC/CORCIETE EDGE IS 13/4° MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (05) OR 1/4" $S4 CRET ILEX • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. Ix W0OD• BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WO00 BUCKS. THE ANCHOR SHALL BE A 512 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. •••• • • •••• •• • • • • •• • • • • • • •• • • • • • •• • • • • • • astreratviseD Aeq•dp°tiN . • .: rri1: x •••• ,,- oar • ••„1, •■ •• • • • • •• 71CHNOLOGY DRAW FL SON P.O. Webb Beyer ANCHORAGE - HEAD, SILL AND JAMBS AL pMINUM PICTURE W/NDOWIMPACT vwmt I NTS [ 70 d 12 I 42594 B NNW VINO c ! 1/ TABLE 3. ANCHOR ON-MITER DIMENSION BY ANCHOR TYPE - wpop sow* WIND. DIM. �"� 6i''"�'.E`w'7 GAY °� m�GC° REIRBREIRBEEROMEHOFE:9:9: 9999 �W999 111111111MINEMENIMESIEHISO: °° 99898IBO8CMBEHO9HMEEMOBIESO: gi!gkqggagillOgigRFPRIEROFF: 11111111111111111111111111111 0.11biliggildgEiggiigliggiBigig10101 48.0' O.C. O.C. 60.0' 71.0" O.C. O.C. 83.0' O.C. 88.0' O.C. NOTES: MAX. ON-CENTER (O.C.) "X" AND 'Y' DIMENSION FROM TABLE 3 (MIN. 2 118' O.C. CONCRETE SUBSTRATE) MAX. 81/2' FROM CORNERS 2. .li H±i. 'P i t ! . .. ':'iL al: a` • 1. L` "1:.,t • ",— t__ • • • • • •• • • • • • • •• •• • •• • • • • • •• • - -�i FIND THE SMALLEST WINDOW 81ZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8.1/2' FROM ANY CORNER. rr.d.s •rt � cwm� ANCHORAGE WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT rw _ aos I NTS1 a1 a 12 r"'"' 42883 l rasa TE(.inY0tr -grB BG-T PW *. PLJQ/1 vruAyBaner ANCHOR TYPES' 1.812 STEEL SCREW (G5) 2.814 STEEL SCREW (cis) 3.1/4' ELCO TAPCON 4.1/4• ELCO 884 CRETEFLEX 5. 6/18' ELCO TAPCON •••• • • •••• • •• • • • • • • •• • • •• • • • • • • • •• • • Alatiantsio v460. NNW •••• • •• • • • • •• •• TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - QNCRETE SUBSTRATE ANCHOR TYPES: WIND. "' DIM. C. to z a WINDOW "Y" DIMENSION < �'� taKE 3. 4..5. �1� „ , �. .� M �. M:� a:.C„ 1. S12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) X Mii3 X Y NNW 3. RA 3. • MUM 4. Lill= 4. -- 3. 4. ® 3. 4. X X Y X Y X Y X Y X Y Y X Y Y X X Y X X Y X Y X Y X Y X Y X Y X Y X Y 3 114" ELCO TAPC ON 4.1J4ECO 3S4 CRE T EFLEX 5.5118°ELCOTAPCON 49.0° O.C. m P n m o m N m m r r • • 5 or • • w m W F*0 < < *0 Ph < e ,4.-_' A LP- v. CO < v. W r W to h m r ... m r r m IN h • gg :11 Vmm 5: V. r-. n h t n °N- r m { N 54.5° O.Ca CO 4 -- g O o u3V. O m ts O V��eP1. O m 0 m VwgW m <O V m S< p 0< rigSVI�mmog P m l�f w V t�S W t�J w ` h m O< <S Q <emm h $S m 0 `LF'mV Jf 52 °„ m'm h h tl~S 0 N m $f O N SO.O° O.C. e N N F O F s w v m V. V. g w s CO FN zt% CO W w V. w m " r P m m at CO m a3 CO r m i3 W S n • • +5, W s • < r (O h m m CO <a ''- V i F '''' N h a) r h •gp tZf co 52 N 511 85.5° O.C.'A o V- h tZ' o o AVAVmTX�m o m p <N � ao m O ao � • m w o W m � h :....A o P '- v r`3 o r '" mmvmvmm`v � h ^� co aTi °w° � e•3 � Wmm � F of °° ;:"A-7,c! <tomO mm � 8i v � o � m °' mho � � r � 0 «N- 71.0" O.C. P N F. Fo w m< 8S P h m r m < .= CO m n m W t� eF- w n W °- P a3 F r < t, h m 5 W a, t` W +m 5 W m �m of W m 5< m % m L n w !• m -- z.m 26 m �rp� �A co m n co w e< r V. r m m . h m h W r ryas 76.5" O.C.A. o< V N A O o �VA.V, O a� O • • XP • ew CO Aw OP m�AFg m 52 r 0< .F- mmgmgm`(Pv PS h H w° e-A W° Ps w < • • • e. , 7 0 F P Pmry • • • r AV.��a .9 ' • h P • V V O< N ••• • ••• • • •• • •••• • • • • 82.0° O.C. CO < V n CO r o o V, m< m 1".. r N CO It CO CO r t- � m CO w m o <o w m n m ? m � P n Al w f W m a- '°?. �o g ate- o� m < r% mmm� S C P m V P h mhao P N< m < ,i N 87.5° O.C. g I-- g "gt"%)°1 W m '� r V-- n m m '� V- :21.1 m is m w `� P W 0 h .<- m O < pFo S V m ®tO® `- W O w V mm O1 m m m W F F S V m 0°3 m m W N r < m N v F W s • g* • • < < IV fie 4 V • 93.0° O.C. ' < n ' F o O m r 6N- • as + .= CO CO • • h < P r F F< u. < "r m m � w e O< m 71 co P m e� CO f • ^ • W v F m t9 , • w �y r CO r F t. if Y Z •• N < m $f F F • • • • • •• �••• h �@ /`.,, ►`' f�,�,• • ,.. anon x,+►C ,.k, g i.e / , • • • • : • • 96.0" O.C. < n P ° 0}<"'.hI�T^ CO CO CO m OD m ac co �' h F �FPr O `- < m a) 17i W VVm elf w r m P9 co m v,m *- m w r eN r m �p u3 m my n m s<- N F< N46 r a3 h as s NOTES: • i ••• • • • • • 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX ON- CENTER (O.C.) "X° AND "r DIMENSION FROM TABLE 4 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX 81/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: • • Pa RE, 1 "X° FIND DIMENSION aewuye THE SMALLEST amp FOR THE DIM. -+•( WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/? FROM ANY CORNER. Rawl ' nwfcwfc TECHICWOY DRIVE ra Kg 1528 FL 34274 oen ANCHORAGE, CONCRETE SUBSTRATE Ite FIC �, Aran), amt awsamc ALUMINUM PICTURE WINDOW, IMPACT �� Fx „� 7/44 A9 m� v> NTS 12 d 12 I � 42S&3 B °DAyrg MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: the use of construction materials. This NOA is being issued under the applicable rules and regulations governing 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 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 FD-650 Aluminum French Door and Sidelites -N.L APPROVAL DOCUMENT: Drawing No. 8000-12, titled "Alum. French Door & Sidelites Non-Impact", sheets 1 through 9 of 9, prepared by the manufacture, dated 12/30/04, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • . • i4 7.'F ' AGLER STREET, SUITE 1643 • • • ••• • • • • • • • • ••• • • • ••. • • • • •• •• • • • • • • • • • ••• • • • • ••• MIAMI-DADE COUNTY, FLORIDA • • 0490 DE FLAMER BUILDING( • • • • • FLORIDA 33130 -1563 (30S) 2901 3 FAX (305) 375 -2908 •• • . •• • • • • • • • • • • ••• • • •• •- • • • •• • • • • • ••• •• following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA consists of this page I and evidence page E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO 'Par tilzio V ND .warippec NOA No 05- 0107.01 Expiration Date: March 24, 2010 Approval Date: March 244, 2005 Page 1 PGT Industries • . ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • .•••••• •••• NOTICE OF ACCEPTAN : *111P € $IJBMYT1' b • .. ••• •••• • .• • ••. • • ••• • • • A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 8000 -12, titled "Alum. PreOcJ Qom' ft $i4 ' Non - Impact ", sheets 1 through 9 of 9, prepared by the men itaca, aafed 1 2 1 317/0 4, Signed and sealed by Lucas A. Turner, P.E. • • • • • • • ••• • • . • B. TESTS 1. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -4450, dated 12/14/04, signed and sealed by Edmundo Largaespada, P. E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FM-4452, dated 12/14/04, signed and sealed by Edxnundo Largaespada, P. E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -4451, dated 12/14/04, signed and sealed by Edmundo Largaespada, P. E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E 1300, and structural analysis, prepared by manufacture, dated 12/13/04, signed and sealed by Lucas A. Turner, P.E. D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F at)e(AVljt" Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0107.01 Expiratlon Date: March 24, 2010 Approval Date: March 24, 2005 E -1 PGT Industries • • ••• • • . ... • • • • • .. .. • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • NOTICE OF ACCEPTAN E17411E14VE.SUBMITTrp .... • .. ••• ... • • • F. STATEMENTS elated January 04, 2005 1. Statement letter of code compliance,�htl �o 1r4 ci i int ros is signed and sealed by Lucas A. Turnef,1'..: :::." : • • •• .. • • • ••• • . G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 i germinlo F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0107.01 Expiration Date: March 24, 2010 Approval Date: March 24, 2005 GENERAL NOTES: OUTSWING NON - IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/16" TEMPERED GLASS B. 7/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/18" TEMPERED GLASS WITH A 1/2° AIR SPACE. 2 DESIGN PRESSURES: (SEE TABLES 1, 2 AND 3, SHEET 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.98 (ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). 3. CONFIGURATIONS: X, O XX, XO OX, XXX, MO, OXX, OXO, XXXX, XXXO OXXX, OR OMO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BEITHER TWO SINGLE X DOORS OR A DOUBLE XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND 0 UNITS TO MARE THE ABOVE CONFIGURATIONS. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 AND 9. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI -DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI -DADE COUNTY. 8. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR SEALANT. 7. REFERENCE TEST REPORTS: FTL -4450, FTL -4451, AND FTL -4452. EXTERIOR �+— 3/16" TEMPERED GLASS 7 0 "-T GLAZING DETAIL MONOLITHIC GLASS 5/8° GLASS BITE 3/18° TEMPERED GLASS —► 7/8° NOM 1/2" AIR SPACE 3/18°TEMPEREI=GLAJ • •• • EXTERIOR • ••• • •••• • BITE • •• •• • •••• • • • • • • • • • •• • SETTING BLOCK 1 1 SETTING BLOCK GLAZING DETAIL I.G. GLASS NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES...._2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 ANCHORAGE 8-9 •••• • • •••• •• • • • • •• • • •• • • • • • •• • • A�xdrkM6� • • • • • • • • •••u• • • ••• • • • 'brad Sp. Road Sr Com Br F.K Datc 12/30/04 et.se er 1070 TECHNOLOGYORF/E NOKOMIS, FL 30278 P.O. 09X 0524 NOKOMl9, FL 3274 GENERAL NOTES, GLAZING DETAILS AND MAP ALUM. FRENCH DOOR & SIDE LITES, NON IMPACT au�axoeei aide aMee °mein ° FD850 FULL 1 m 9 8000 -12 • • , Lucas A. Timor, PE. PE 298201 Mochanlwl TABLE M v 1. COMPARATIVE ANALYSIS: OUTSWING DOORS GLASS A. 3/16" TEMPERED GLASS OPTIONS: B. 7/8° I.R. (3/187, AIR SPACE, 3/167) TABLE 3. COMPARATIVE ANALYSIS: NARROW JAMB SIDE LITE GLASS A. TEMPERED GLASS OPTIONS: B. 7/8" I.G. (3/167, AIR SPACE, 3/167) DOOR WIDTH DOOR HEIGHT SIDE UTE _ WIDTH SIDE UTE HEIGHT . 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 314" e. 953/4" 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 96 314" X 2° 25" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -139.5 1011116" +100.0 -145.0 +100.0 -145.0 +100.0 -146.0 +100.0 -146.0 +100.0 -145.0 X 27" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 +100.0 -138.9 +100.0 -130.3 1311116" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 X 29" +100.0 -145.0 +100.0 -143.4 +100.0 -136.7 +100.0 -128.7 +100.0 -122.4 1611/18" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 X 2° 31" +100.0 -144.2 +100.0 -135.8 +100.0 -128.3 +100.0 -121.8 +100.0 -115.8 1911116" +100.0 -146.0 +100.0 -145.0 +100.0 -145.0 +100.0 - 145.0 +100.0 -145.0 X 2° 33" +1000 -126.7 +100.0 -128.7 +100.0 -122.0 +100.0 -115.5 +103.0 - 109.7 21 11116" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 X 35" +100.0 -112.2 +100.0 -112.2 +100.0 -112.2 +100.0 -110.2 +100.0 -104.6 2411/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -144.9 +100.0 -137.8 X 3° 37" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 - 100.0 3011/16" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 XX 40 473/4" +100.0 -145.0 +100.0 -146.0 +100.0 -145.0 +100.0 -145.0 +100.0 -139.5 3311116" +100.0 -118.8 +100.0 -118.6 +100.0 -118.8 +100.0 -112.5 +100.0 -108.8 XX 61314" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 +1000 -138.9 +100.0 - 130.3 36111'16" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 XX 65 314" +100.0 -145.0 +100.0 -143.4 +100.0 -135.7 +100.0 -128.7 +100.0 -122.4 • •••• • • • • • • • • • • •• • • • • • • • • XX 5° 693/4" +100.0 -144.2 +100.0 -135.8 +100.0 -128.3 +100.0 -121.6 +100.0 -115.6 XX 54 633/4" +100.0 -128.7 +100.0 -128.7 +100.0 -122.0 +100.0 -115.5 +100.0 -109.7 XX 673/4" +100.0 -112.2 +100.0 -112.2 +100.0 -112.2 +100.0 -110.2 +100.0 -104.6 XX 8° 71314" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 •• • • TABLE 2. COMPARATIVE ANALYSIS: FULL JAMB SIDE LITE GLASS A. 3116" TEMPERED GLASS OPTIONS: C. 7/8" I.G. (3/167, AIR SPACE, 3/16"T) • •••• •• • • • •••• • • • • • • • • • • • s • • • • • • • •• • •8• • • • • • •• • • A�, :, -, aaontpf7�dakbM► + '3P ;. SIDE UTE WIDTH SIDE LITE HEIGHT g 3/4 " 6 -79 7° - 83 314" 87 314" 913/4" 8 p - 95 314 " 2111198" +100.0 ` -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -146.0 +100.0 -146.0 :.IIsY it fir • • • . • • • /'I_ _. L z • _4. • • • • • • • • • • 2411116" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 - 144.9 +100.0 -137.9 3011/16" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 3311116" +100.0 -118.6 +100.0 -118.6 +100.0 -118.8 +100.0 -112.5 +100.0 -106.8 •� 0 r f/1/,� Lucas Tuner. P.a. PS168201 Mechanical 3811/16" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NOTE REFERENCE TEST REPORTS FTL4460, FTL-4451 AND FM-4452 w""qr. t wawa 1070 FECHNOLIXIYDRPla Noxaua �. P.0. sgx lay NOI(OMf$PL34174 DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT tt.�.) wwdsy tAw°yp FlC bar 1?/9p/04 a eaUn Lem: + visibly Better amtmaeoaoa FDebo 'sue NA sm av,agra 2 " 9 1 800042 110 8/8" MAX WIDTH 145 3/8" MAX WIDTH 98314° MAX. HEIGHT ALL OX OR XO 37° MAX WIDTH 791/8° MAX DLO ALL X OXO OXXO (SHOWING EACH VERSION SIDELITE) 25" MAX DLO ALL X �+-- 713/4° MAX. WIDTH --1 DL UNITS xx NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMS OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING SEE SHEET 8 AND FOR ANCHOR SECTION DETAILS SEE SHEET 9. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. gala, ftta gam= Oats Ras FK 12/30/04 Data: a.mal RenEaF mat 3811/18" MAX WIDTH 28" MAX DLO 3811/18" MAX WIDTH 33 3/18" MAX DLO •••• • •••• ••• • • • •••• • • •• • • • • • • • •• • • • •• • • • • • • • •• • Approval es va 61•1 Dale • 0 (FULL JAMB) 0 (NARROW JAMB) • •• • ••• • • • • • •• Madad 831 14701ECHNOLOGY ORME =cows, FL 34276 P.O. BOX 1629 NOKOM14 FL 34274 EXAMPLE ELEVATIONS Visibly Better ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT a,w" mre u°vwaa ao. NTS 3 9 8000-12 (7't r- Lucas A Tumor, P.E. PS *WW1 Meehaalaal VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD F419 I VERTICAL SECTION B OUTSWING HEAD MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL aerie Da INTERIOR MAX. HEIGHT � 4 4 OM TEM 111111W-11 II_I ,! IL 4 4 4 4 MAX. DLO — EXTERIOR • • • •• IN11114,OO• •••• • •••• MAX ••IP *HEIGHT •• •• • • • • • • • • • •• • • • • • • •• • • • • • •• • • • • • •• • • • • • • • • • • • • •�y •• a�a; � • •• • VERTICAL SECTION D OUTSWING SILL Ayes d Reeser. D®, a1: F.K. Dka. 12190/04 aeretes ameba Sy 1070 TECHNOLOGY DRIVE NOXOMI9, FL 34275 P.O. 159 NOH , FL 347/4 VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, NON- IMPACT Visibly Better Mew 1/2 4 a 9 Oraftellft 8000 -12 Uwe 0. Tanat. P. . PE M8204 MeahazJd OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL J SLAB AT GLASS BED DETAIL F FULL JAMB SIDE UTE (AT HINGE JAMB) SEE NOTE SEE NOTE NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN •••• • •INTERIOR • • • • • •••• •• • •• • • • •• • • • • •••• EXTERIOR' ' • • • •• • • • • •••• • • • • • • • • •••••• • • DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL E DETAIL 1 JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE HORIZONTAL SECTION DETAILS ALUM FRENCH DOOR & SIDE LJTES, NON-IMPACT (4-1/ Se- Lucas A. UMW, P.E. PE WW1 Mechanise) • • • aaa -- NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN •••• • •INTERIOR • • • • • •••• •• • •• • • • •• • • • • •••• EXTERIOR' ' • • • •• • • • • •••• • • • • • • • • •••••• • • DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL E DETAIL 1 JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE HORIZONTAL SECTION DETAILS ALUM FRENCH DOOR & SIDE LJTES, NON-IMPACT (4-1/ Se- Lucas A. UMW, P.E. PE WW1 Mechanise) • • • ITEM DWGO I DESCRIPTION 1 MO FRAME KIT PART'S 1 8006 FRAME - HEAD & HINGE JAMB 68006 2 8003A OUT -SWING SILL 68003 3 8004A OUT-SWING SILL COVER 68604 4 8008 DRS' CAP 68008 S --- MEAD. SILJ. & JAMB WEATHERSTRW (SC72LEOAL) U83337T8500 6 8007 SCREW COVER 68007 7 8009 INSTAL.LPLATE 68009 8 --- FRAME ASSENIDLY SCREW 68 X 1° PH QUAD 7OIPQA 9 0032 ASTRAGAL END SEAL 48032 DOOR PANEL 5 - BEAD, SILL & JAMB WEATHERSTRIP (SCHL.EGAL) U83337T8500 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 23 8017 TOP SWEEP 68017 24 8016 BOTTOM SWEEP 68016 25 .- -SWE PSCREWS.04Xl2°PHILPH 26 8015 ASTRAGAL„ ACTIVE & INACTIVE 68015 27 8021E GEAR HINGE, JAMB SIDE 68021B 28 8020A CHAR HINGE, COVER 68020A 29 8018 PEAR HINGE, BACK -UP PLATE - 68018 30 8019A GEAR HINGE, DOOR SIDE 68019A 31 8035 C/BARHINGB,BEARING 68035 32 - GEAR HINGE, SETSCREW 66.32 x 1/4° 33 - GEAR HINGE, MTG. SIMEW 612 x3/4° TRUSSED. 34 --- GEAR RINGS, MTG. SCREW 012 x 1 12° TRUSS HD. 35 ---- THREADED ROD 5/16. 18X36` 6TRODA 36 --- FLANGED HEX NUT 5/16-18 7990NUTA 37 8039 TRILSSCLAMP 6037884 38 8043 8S GEAR LATCII MECHANISM (ASHLAND) 39 8030 LOCK BLOCK 48030 40 LATCH ASSY SCREWS O8 X2° SS PIELL TR HD 783ZFPAX 41 8037 WS SHOOT BOLT ROD (SULLIVAN) 42 8045 STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) 43 8031 SHOOT BOLT GUIDE 48031 44 SHOOT BOLT GUIDE& STRIKE SCREW 832X 3/8° SS PI4UL TR HD 78X386111C 45 803811 RIGHT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) W5110-4381 46 8038L LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) W51104431 47 STRIKE PLATE saws 8.32 X 318" SS PHIL'. TRIHD 78X38PFIX 48 - STRIKE PLATE MIDDLE SCREW 6-24X 112" PH 7612171X 49 8036 STRIKE PLATE AT HEAD & 811Z 30 SIMD STRUCK SCREWS SS 8 X 12PHI.LFH 78582AX 51 ---- -- STRIKE PLATE SCREWS @SILL SS 8 X 12 PHIL UNDERCUT PH 78XI2P111UX 52 8041 ACTIVE TRIM SET (ASH (ASHLAND) 53 8042 PASSIVE TRIM SETT (ASHLAND) 54 8044 STAINLESS STEEL. PASSIVE LOCK GEAR (ASHLAND) ITEM DWG 0 DESCRIPTION PGTO 1 8006 FRAME -HEAD. SILL & JAMB - 68006 4 8008 DRIP CAP 68004 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 - FRAME ASSEMBLY SCREW 68 X 1" PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 -- TREADED ROD 5/1648 X 36° 6TRODA 36 - FLANGED HEX NUT 5/16.18 7990NUTA 37 8039 TRUSS CLAMP 60378M ••03610 --- 68X3/4° PHSQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDELI'E HEAD TRIM 68028 62 8029 SIDE U1E JAMB TRIM 68029 _ 1 6006 FRAME - HEAD &SILL 60006 4 840 8 DRIP CAP 68008 6 0(07 SCREW COVER 68007 7 8009 INSTALL PLATE 68039 8 -- FRAME ASSEMBLY SCREW 68 X 1 "PH QUAD 781PQA 68014 21 8014 TOP RAIL 22 8013 BOTTOM RAIL 68013 35 ----- THRFe1DBD ROD 5/16.18 X 36" •, v6RI%AA • T8ON014, 36 ---- FLANGED SIEXNUT5/1648 37 8039 TRUSS CLAMP • , •647M 783464PSTW 60 -- OS X 5/4° PB SQDRIVE TER SCREW 61 8028. SIDE LTIE HEAD TRIM • 6• woo 70 8010 FRAME, JAMB ••03610 80 8033B FRENCH DOOR ASSEMBLY BEAM 68033E 81 -- -610. 24X212° PH SCREW •••••• • 82 .- .- .- .010 -24HEX NUT • 4 • • 83 -- 012X112°TRHDTKCSCREW •••••• • • 90 DOW CORNING 819,983 OR 995 GLAZING SEALANT • • 100 3/16" TEMPERED GLASS • • 101 ---- 7/8" LG. GLASS 0/16"T, 12" AIR SPACE, • 3/16'1) • • • 102 8025 YIP JIHAD 68025 105 8022 BACK BEAD 68022 106 8026A SLBAQKBEAD 68026A 108 8024A 7B` IG BEAD 68024A 100 1224 VINYL BULB WSTP (THICK) 6TP247 •••• 1 • •••• •• • • • • •• • • •• • • • • • •• •••• • • ••• • • • • • •. •••••• • • • • • • Read xawet xaadBA LUX, AMA= flaw Mum* ues (gleam) Br oafs 12730104 Ft( 8070 TECHNOLOGY DRIVE NOK06IS, R 34276 PO. SOX 1626 NOKOMIS 7130274 PARTS LIST roe Visibly Better ALUM. FRENCH DOOR $ SIDE LITES, NON - IMPACT r.,vMme eWC � m°aeom Lbw I"0860 NA 6 9 8000 -12 Lune A Tumor, P.E. PE 968201 Meol•Mwl i 1.000 .082 3.838-4 1 #8006 6063 -T6 1 FRAME, HEAD & JAMB AND SIDELITE SILL 1 2.000 L .583 �i+- -- 3.536 --�i #8003A 6063 -T6 2 OUT -SWING SILL -.1 1.278 h.- 1 -- 3.990 - 20 #8012 6063 -T6 STILE .502 1.326 O3 #8004A 6063 -T5 OS SILL COVER .075 J �JI 1.938 PI-- 4.434 - 21 #8014 6063 -T5 TOP RAIL pr -- 1.938 I- -+- .100 :0 .a4z .986 #8022 6063 -T5 BACKBEAD 1.169 r- .045 #8026A 6063 -T5 SL BACKBEAD O#8013 6063 -T6 BOTTOM RAIL 8250 .850 , 0,05 ti .818{+- #8025 6063 -T5 3116" BEAD otg5 1__ 437 .857 I+- #8024A 6063 -T5 I.G. BEAD .125 JC 1 1.487 1 3.251 i" 1. 80 #8033B 6105 -T5 FD ASS'Y BEAM 61 #8028 6063 -T5 SL HEAD TRIM �-� 2.313 -y J 62 #8029 6063 -T5 SL JAMB TRIM 1.033 O#8009 6063 -T5 INSTALL PLATE 26 #8015 6063 -T6 ASTRAGAL r+ 1.812 -1" 1.000 #8039 6063 -T6 TRUSS CLAMP .000 --- 3.636 -+1� 70 #8010 6063 -T6 NARROW SL JAMB #8008 6063 -T5 DRIP CAP -+-{ 1.160 .311 O6 #8007 6063 -T6 SCREW COVER ri-940 -L .797 .050 • O #8017 6063 -T5 23 TOP SWEEP 2.260 076 #8021B 6}63.1.6. GEAR HINGt7JA11?IB • 7 ••• •• • i �• • 0 .072 •••••• 28 #8020A 8983 GEAR HINGE.GOVER #8018 6063 -T5 HINGE, BACK -UP .075 Dr - 2.438 --.4 1 O #8019A 6063 -T6 GEAR HINGE, DOOR r #8016 6063 -T5 \tit' BOTTOM SWEEP 2240 •••• • • •••• •• • • • • •• • • •• • • • • • •• •••• • • •••• • • • • • • • • 1 • • 9sad* tee: Rader ram OF F.k towx Doke Vox 12/80/04 Roxiablve Rettyloax Ciudad Ox 1070 TECHNOLOGY OWE NO , FL 34278 P.O. BQX 1819 NOK0M19, F134274 Visibly Better EXTRUSION PROFILES 19. ALUM. FRENCH DOOR & SIDELITES, NON - IMPACT r P0650 1/2 7 " 9 masse*. 8000.12 A (4(705' Lucas A. Turner, P.E. PE 068201 Meohankat DETAIL A 114" TAPCONS OR #12 SCREWS (SINGLE PANEL) 11" SEE NOTE 5 Err— ; E 1 r II 11' 18 1/2 MAX TYP. FRAME MIDSPAN t41 1^ I_l f1 3' DETAIL B DETAIL C 1/4" TAPCONS #12 SCREWS • (2 OR MORE PANELS) (2 OR MORE PANELS): MIAMI -DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. DETAIL AABOVE REPRESENTS ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE) X DOORS, SiNGLEX DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INsTAuATIoN8 OP TWO OR MORE PANELS. 2. DETAIL A -- - ':.aL_COc GIJ'411 • ?ANsii!:1• ♦in t4" 'ii !i 2 !;:Y HEAD......8" MAX FROM CORN SILL..,...6 MAX. FROM CORNERS. JAMBS...11* MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18•12" MAX SPACING THEREAFTER. 3. DETAILS- £L• • I itt!.;.._. ' a • 1:F.Sji: xi!:i Ixh .s:!i HEAD ..8" MAX FROM OUTSIDE CO' a- =, D AT r AND 8" ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. SILL........8' MAX. FROM OUTSIDE CORNERS, AND AT 3" AND 8' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGALLOCATIONB. JAMBS...11" MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 181/2° MAX SPACING THEREAFTER. 4. DETAIL C- • •�.: '•f,!1;.± '.:,,1� "a,lxx. 1. i :lt` HEAD......8" MAX FROM OUTSIDE CORNERS, D AT 3", 8° ls' ON EACH SIDE OFASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. MAX FROM OUTSIDE CORNERS. AND AT 3", 8" AND 8' MAL ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. JAMBS-91" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18112' MAX. SPACING THEREAFTER. 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTBID* MIAMI -DADS COUNTY. FOR THESE INSTALLATIONS SEE DETAIL AOR B ABOVE. ENCIRCLED ANCHORS IN DETAIL AARE REQUIRED FOR NARROW JAMB SEMITES BUT OTHERWISE MAYBE OMITTED. ENCIRCLED A N C H O R S IN D E T A I L B ARE REQUIRED IN THE H E A D A T THE A S T R A G A L LOCATION OFD PANELS, BUT OTHERWISE MAY BE OMITTED. ALL PANELS MAYBE INSTAU.ED WITH EITHER 812 SCREWS OR 114" TAPCONS. • • • • • •• •• • ," • • • • • • • • •• • • •••• •••• •• • • • • •• • • •• • • • • • •• •••• • • •••• • • • • • • • • • •••• • • •••• ...MIV • • • • • Antiwar arm* td. .000000' mm FJC 1267104 roroTECKVOLO YD!w4 N00:00, FG 34V R0 MN NtZ tiJ* PI34IIT4 Visibly Better ANCHORAGESPACINO ALUM. FRENCH DOOR & SIDE UTE'S, NON4MPACT Fang NMI_ 8 "' 9 800042 r Lulea ATuner, P.E. PE 11!!201 ,• • CONCRETE --r•-••• ••. .• • •••• ' 1/4" MIN. 114" TAPCON (NOTE 1) CONCRETE 1x WOOD (NOTE 2) 114° MAX SHIM 4 1/4" Iv121. UWOCO (NOTE 2) JIr., 1 lu rwew, 1 =, T!,a....uoiLikl MIMI OR HOLLOW .• • CONCRETE BLOM • '" 1x WOOD (NOTE ' • • • 1 /4" MAX SHIM MAX. SHIM TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE UTE SILL OR HOLLOW •• CONCRETE 77;7 "s • BLOCK „ • ••• •• *"..: C 114° MAX. SHIM —.4 1-*— 114" MAX. SEE NOTE 4 GROUT, 1/4" TAPCON (NOTE 2x WOOD (NOTE 2) TYPICAL DOOR AND SIDE LITE HEAD TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) 114° TAPCON (NOTE 1) .1 1!4"MIN. • ) 114" MAX. SHIM -1 11!2"M1N. *.' gittRETE • • • • • • • • • • • • • • • 912 SCREW • • • • • • • • • • • • • • • • • • 2x WOOD (NOTE 2) NAM 1, FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED TAIVONS. 2. WOOD BUCKS SHOWN ABOVE AS Ix MAY BE ANY THICIC4ESS LESS THAN 1112". WOOD SUCKS SHOWN AS 2X ARE 1112" THICK OR GREATER. INSTALLATION TWINE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM (6011346 MIN. STRENGTH) WITH MIN. WALL THICKNF.13/3 OF 118", FOLLOW ANCHORAGE DUALS SHOWN FOR 2x WOOD BUCKS, USING 1112 SHEET METAL SCREWS LONG ENOUGH TO PROVIDE PULL THREAD ENGAGEMENT INTO THE ALUMINUM, AT THE SPACING SHOWN ON SHEET & 4. IP SILL 113 TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. W USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. TYPICAL DOOR SILL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••• 1 • • • • • • • • • • • BO OW WWWW Awl,* -r*.a• twww 12130100 <WOW Or' Owe COY P.O. ISO Visibly Better ANCHORAGE DETAILS ALUM FRENCH DOOR & SIDE L17ES, NON-1MPACT row 11/2 I 9 d 9 1 8900-12 I WOW A.TWOOl. PR NM tdo****1 -'1 413`4412.-03 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • ••• • • • • • • • • • • • ••• • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • • • *METRO-DADE FLAGLER BUILDING • • • • : f40:VVES r I"LAC LER STREET, SUITE 1603 • • • • • • • • • • MIAMI. FLORIDA 33130 -1563 • • • • • • • • • • • • • • • • • • • (3(5) 375 -2901 FAX (305) 375 -2908 www.huildingcodeontine.com •• • • • •• ••• •• PGT Industries - • • • • 1070 Technology Drive • Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid alter the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR 610 Aiusminum Horizontal Roller Window N1 APPROVAL DOCUMENT: Drawing No. 4127 -20, titled "Ahura. Horizontal Roller Window, Non - Impact", sheets 1 through 12 of 12, prepared by PGT Industries, dated 03/22/06, with revision dated 05/12/06, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P.E. •• • • ••••••• t2/11,0400 NOA No 064327.04 Expiration Date: July 27, 2011 'k Approval Date: July 27, 2006 Page 1 V Aa -ri 1v3 PGT Industries • • .•• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOTICE OF ACCEPTANCE: FV agtsitt 4J*M1TTED • • .•. • • • A. DRAWINGS 1. Manufacturer's die drawings an&tsec k ns.. • • • • • .. 2. Drawing No. 4127 -20, titled "Alumii tat kcier *Wow, Non - impact", sheets 1 through 12 of 12, prepared bya6' 14dtticfi, Haled 03122/06, with revision dated 05/21/06, signed and sealed by Robert L. Clark, P.E.. B. TESTS I. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window(OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrL -4857, dated March 08, 206, re- issued on 2/20/98, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4860, dated February 20,1998, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Revised Anchor Calculations, and structural analysis, dated 06/12/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated 03/23/06, signed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 03/23/06, signed by Robert L. Clark, P.E. E -1 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 06- 0327.04 Expiration Date: July 27, 2011 Approval Date July 27, 2006 PGT Industries • • ••• • • • ••• • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • ••• •••• • • • • •• • NOTICE OF ACCEPTANC: Ev3gNitt S J MITI'ED • • • • • • • • • • ••• • • • G. OTHERS 1. Letter from the consultant, dated•liune 21, 2pot, stathg pat the product is compliance with the Florida Building Cade (FB , • • • • • • •• • • • • • ••• •• E•2 • Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 06- 0327.04 Expiration Date: July 27, 2011 Approval Date: July 27, 2006 GENERAL NOTES: NON-IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: A. 3116' ANNEALED GLASS B. 3118' TEMPERED GLASS C. 1/4' ANNEALED GLASS D.1/4' TEMPERED GLASS A E. 13/10* LG., 1/8' ANNEALED OUTBOARD, 9116' AIR SPACE, 1/8" ANNEALED INBOARD F. 13/16' 1.0., 1/8" TEMPERED OUTBOARD, 9/18' AIR SPACE,1/8" TEMPERED INBOARD G.13/18' LG., 3/18" ANNEALED OUTBOARD, 7/16" AIR SPACE, 3118" ANNEALED INBOARD H.13118° I.G., 3/18' TEMPERED OUTBOARD, 7116' AIR SPACE, 3116' TEMPERED INBOARD 1.13/16' 1.G„ 3/16° ANNEALED OUTBOARD, 1/2' AIR SPACE, 1/8' ANNEALED INBOARD J.13118" LG., 3118' TEMPERED OUTBOARD, VP' AIR SPACE, 1/8' TEMPERED INBOARD 2. CONFIGURATIONS: QX,, 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 2 THROUGH 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130098. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130098. C. DESIGN PRESSURES UNDER 40 PSI- ARE NOT APPLICABLE IN MIAMI -DARE CC.UNTY. 4. ANCHORAGE: THE 331/3, STRESS INCREASE A BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS, 6. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI•DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4887 AND FTL -0880, ® EL00 TEXTRON NOA: 04-0721.01, 03.0226.06 ANSI/AFBPA N08.2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION HR810, PREVIOUSLY REFERRED TO AS HR710. B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE © FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ay aga 1/2" NOM. GLASS BITE 80 OR 81 3/18" ANNEALED OR TEMPERED GLASS 3/18" MONOLITHIC GLASS 1R" NOM. GLASS SITE 82 OR 83 • • I,�,,,,1M" ANNEALED OR • TEMPERED GOES • • 1/4' MONOLITHIC GLASS •••• • • •••• • • •• •• • • • • • 1/2' NOM, GLASS BITE : • • • •• • 84, 85, 88, 87, 88 OR 89 118° OR 3118' ANNEALED OR TEMPERED GLASS ®7/18 ".112' OR 9/18" AIR SPACE 1 /8' OR 3118' ANNEALED OR TEMPERED GLASS 6'-► 13118" INSULATED GLASS NOA DRAWING MAP SHEET GLAZING DETAILS 1 DESIGN PRESSURES 2-4 ELEVATIONS. 5 VERT. SECTIONS HORIZ. SECTIONS. 8 PARTS LIST 7 EXTRUSIONS 6 CORNER DETAIL ...... ._,8 ANCHORAGE. _ 8-12 • • • • • • IA" PI" s ,rr1cax.YA" - Af.,._. • •• • • • • s �• • • • • ••••• ••• • • • •••• • •••• • ° • •••• ••• • • • •• • • • • • • • • • w,4e•: mx &Naos FK 9108 A Darautfit [ben L..ey: F.K 2I27vO ,L,1. srlvos ADD MR SPACE P84 NOTE 1, TECML REP, NOTE 78 NOT€9. • 1010 1ECF8,OLDOV DRIVE NOKOMIS, R 342 SOX 1578 NOKOMIS. KL. zuW/ GENERAL NOTES ALUM HORIZONTAL ROLLER WINDOW, NON4MPACT smOm. 19110 Elais NTS 1 0 12 4127 -20 A PE 418712 S,"m4uK HR610 (XOX 1/4.112,1/4) DESIGN PRESSURES FOR M1AM1-DADE COUNTY (ASTRA E 1300.88) TABLE 1, WINDOW WID7H GLASS TYPE WINDOW HEIGHT 1111� .11111L411111111:1ii♦1Eral♦1i:�C4+ �� 48" 1M +75.0 -120.0 +76.0 -120.0 +76.0 -101.1 +75.0 -93.0 +70.7 -70.7 +56.2 .86.2 +60.3 -60.3 +53.1 .53.1 +60.5 -50.6 Milli B,D,F,H,J +76.0 150.0 +75.0 160.0 +76.0 gam +76.0 gm Egn -100.0 +75.0 -93.6 +75.0 IlLa +75.0 -78.0 Inallgiffill gEnignal +75.0 -150.0 +76.0 -150.0 +150 gm +75.0 160.0 +76.0 460.0 CM -150.0 +76.0 -150.0 +76.0 gnu tk1118. KIM w +76.0 -120.0 +75.0 -120.0 +78.0 -93.4 +78.0 EI +67.4 -67.4 +629 82.9 iliallall Emma +46.8 Ca -68.1 +76.0 -160.0 +76.0 -150.0 +75.0 -130.9 +75.0 1I +75.0 -93.0 +75.0 -ea .8 +76.0 -80.0 +70.2 -70.2 +68.1 B,DF,HJ +75.0t� -180.9 +76.07! •150 .0 +776.0 -160.0 +775.0 •1�0 +715.0 -150.0 +.7,6.0 •150.0 +715�0��[�-:�c�1l +7,55..0 g[:±$i ++7'55..0 124.00 11e 90" mug NEIN +76.0 .120.0 +75.0 gam +76.0 43.0 Emma +50 2 -60.2 J .88.2 1121 -52.2 -48.7 EMI 44.5 NEU -150.0 +75.0 liEll +75.0 IJ -81.8 InaillE111111WMCMI Eall ^84.0 EMI 4.2 B,D,FH,J1u °» •' �+76.0 150.0 +76.0 iisEmcm -160.0 gum -1 .0 Km 149.6 ma Eau +96.0 igEn +75.0 KM : F , 11aLI •.' ' NUJ 115G��G! 1 '' %111/111112-tic. 111211M11i 21111 111221 ' ' CM MENEM ILIA .45 .8 7" M 1d +76.0 WEI +75.0 93.2 EMI 11031111121111[111C211115111 ,;,IN +45.0 -45.0 +40.0 440.0 +75.0 -108.2 +75.0 .105.2 +76.0 N +75.0 Mai +88.2 I +62.3 82.3 gal -57.9 guimEmizaj B,D,F,H.J Mill +75.0 si uii:al .160.0 +76.0 •4930 laill15011503 ,160.0 +700 ]J -131.3 +75.0 III] +75.0 403.7 +75.0 O gitU likiMileEll MCI DEM ILO Kfaill Ilia K:L6I aka EEI Wail Vital Mal I Ems ' +18.0 -81.6 +76.0 -80.1 +80.7 40.7 ma -88.1 J -47.5 Icra -45.4 +42.3 raj +38.1 w "Ez +75.0 KM +75.0 EMI +75.0 1 N1aJX$Q,I3 -59.8 KEIMBELI E'er -62.7 +46.9 110111=131 -44.2 B,D,F,H, X)� 160.0 +75.0-150 CUM - 50.0 +7'�5..0 : +75.0 CM +750 NED EEO 111.5 it -956.8 89.6 ' 11111 A1Eli ;rll URW 11MI yI i CILMELUI-1 INZIA LIIMI MIL A,E, +026 N; j +825 ICU +52.2 42.2 +501 43 3 11:31 +39.8 -39.6 1103111E231 +33.5 NM 11LIIIICM 921 Mil 82.5 +52.5 Kai +821 92.5 +54.3 44.3 J +48.0 WEI +43.3 IICZEP KM -41.0 MGM +700 ®CM MEM CM Mil ' IIELIZIEll Mil EMI i a ILEXilealt 1112E21121 MUM 1 7Cali Il . i l l S i d i I ` 7 1 1 1 X I ' I R O I W U I l C i 2 1 1 f a l l MIR MUM 1112111110E1 111 106 3/5" 111 11111131111112:111031 B,D,F,H, 11111111=11 •51.4 +50.9 -50.9 C +40.0 -40.0 1112:1111M1(MEM +60.9 Kill +50.9 j +50.9 -60.9 EMMEN +46.9 4.9 1 .40.9 +76.0 95.6 +781 11103112111 .: -' j +75.0 460 EMI WEI Kali ELM iY'L'8algal 111E121111011 CUM Kalil ' , 111L'd a .44.0 Sara EJ RUN -39.4 Kill EEO NUJ -38.1 151I Callinil LII 111L1111Eti +33.0 -33.0 Walfili 105" OMR +50.0 ICU IMMICELII +45.8 NM +440 1111111311111111111 -60,0 IMEINE1110211 CIO 11 �ci � 1�:d"1�w '1M +40.8 '1a B,D,F. J +75.0 ® +76.0 I 112111 42.5 EM ` -92.6 nil -92.8 nil WU -32.4 FEMUR 5' 11 '1 N 1 ECM 11231: 111 /1 1: 11 EinilMillitall E:il ICEII IL 7 rd7 'I ' 1 1Q3OILOia:IE31 +324 111" :1 QYLIEILI -46.9 +44.2 101 : :1 1i 151 t % -35.7 111111111112101 B,D.F,H,J +76.0 -47,5 lEallrallIZElleall IgUalleal +484 NCO 111031 +43.8 1 +40.0 IIKIMECIIIMEll e;A mr741C..1.11 40 .3 ICEENIKall LEI- ZIEll +76.0 88.0 +75.0 Kai +76.0 Kin BM 1591 +76.0 ERA CM Cal +76.0 MUM II +c CM 'ELI Wall I:LIIIL . ` 1L•' EZZENCLI EMI 31::31 Wail Kral -329 ii:bl 120" 1III 1 E +40.7 -40.7 +400 .40.0 +39.0 -39.0 +40.7 40.1 + , , . +40.0 , , , � ,40.0 �� CM 40.0 +40.0 -40.0 :03 8,1) F H J CalliEll +75.0 EJum 76.0 CM -75.0 wainati +76.9 76.0 Ian 76.0 am 76.0 R 7'5.0 I.1 I a, 18M : , CM 14 liZalrall Lail 11L IILLE ELII : 'I ' 1 1ELIJI ;.3I; r ES: A. 3/18" ANNEALED F. 1311: 1.0.,1/8"/; 9/16" AIR SPACE, TEST REPORT: FTLA880 8.3118 TEMPERED 0, 13118" La, 3/18.0, 7/18 AIR SPACE, 3/16"A 0.114" ANNEALED ' H. 1311b LA, 31161, 7/16" AIR SPACE, ii16"1' D.1 /4 TEMPERED L 13/181.., 3/16"A, 1/2" AIR SPACE, 'WA 0.13148" 1.0.,118"A. 9118" AIR SPACE, 1/5"A J. 13/18" 10., 311157,1/2' AIR SPACE, 1/5/ DESIGN PRESSURES, XOX (1/4 -1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT vvrby 8.w. a°a° O..* rceno NTS 12 s 12 4127 -20 1A •••• • • ••• • • ••• • • • • • • • HR610 (XOX 113,113,113) DESIGN PRESSURES FOR MIAMI -DADE COUNTY (ASTM E1300.98) TABLE 2. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 24" 26" 36" 38 3/8" 48" 60 618" 64" 60" 83" A,E,I +75.0 -120.0 +75.0 -120.0 +76.0 -120.0 +75.0 j +75.0 -90.0 +76.0 +75.0 ran +69.2 -89.2 +85.5 -65.5 +75.0 -140,8 +75,0 -140,6 +76.0 -128.6 +76.0 -118.5 +75.0 -90.0 +76.0 -84.6 +75.0 MB +89 2 89.2 +85.6 -65.6 13 0,F,H,J +75.0 -160.0 +75.0 -150.0 +75.0 -150.0 +76.0 -150.0 +75.0 160.0 +75.0 -150th +76.0 Elm +76.0 -129.8 +76.0 -122.7 G +76.0 -150.0 +75.0 ;1 , +75.0 1114j +76.0 -160.0 +75,0 -123.8 -118.1 +75.0 -107.6 IMMI -95.2 +75.0 531/8„ A,E,I +75.0 !;j +75.0 gm +75.0 -114.8 +76.0 -110.2 +75.0 -83.1 +76.0 77.9 +72.0 -72.0 +63,6 83.6 +60.1 -80.1 C +75.0 -114.8 +76.0 - 114.8 +75.0 gam +75.0 -110.2 +75.0 -83.1 +76.0 rizEj +72.0 -72.0. +63.6 -63.8 +80.1 .60.1 B4O,F,H,J +75.0 -150,0 +76.0 -150.0 +75,0 -150,0 +76.0 -160,0 +75.0 -150.0 +76.0 -148.0 +75.0 6E si +76.0 gue +75.0 Ni i U cm .54,3 mi. +75,0 cazzyjaze +75.0 gEttliaaj -150.0 couggladrigoil +75.0 um�A�T�f 60" +75.0 80.0 +75.0 -90.0 +75.0 -90.0 +76.0 -90.0 +75:0 +70.9 -70.9 guj 47.8 +54.3 M ' S +75.0 - 80 . 0 + 75 . 0 - 9 0 . 0 + 7 5 . 0 - 9 0 . 0 + 7 5 . 0 - 9 0 . 0 + 7 5 . 0 4 5 , 8 + 7 0 , 9 - 7 0 . 8 + 6 5 . 5 85.5 +67.8 ma +54.3 B4O,F,H,J +75.0 -150.0 +75,0 -150.0 +75.0 -160.0 +76.0 -150.0 +76.0 Ell +75.0 -132.9 +76.0 -122.7 +76.0 -108.0 +75.0 -101.9 +75.0 _ +75.0 KM +75.0 )5'' 1C�` � hEl 1IME'I +50.3 -50.3 111113111111EEIELICEMESIOLKICEZIKEZHEXI B,D,F,H,J +76.0 -139.5 +76.0 -139.5 MO +75.0 -139.5 +75.0 -139.5 +70.8 70.8 Etalligal +60.9 4.9 +53.4 -53.4 +70.8 -70.8 +68.1 +80.9 40.9 +53.4 -53.4 +50.3 40.3 +75.0 132.7 +76.0 MD +75,0 eigE +75.0 -100.2 +75.0 CU 0 laajlEal +75.0 -102.3 +75.0 -102.3 +75.0 -102.3 com -83.7 lan +69.2 .69.2 „ A,E,I +82.5 -62.5 +62.6 .62.5 +82.5 -82.5 +82.6 - 62.5 +62.5 82.5 +82.1 -62.1 +50.0 -50.0 Ing j .47,1 MEM +62.5 -82.6 +62.5 - 6 2 . 5 103 -62.6 + 6 2 . 5 82.5 +82.5 - 8 2 . 5 +62.1 - 8 ' 2 . 1 +57.1 .57.1 + 6 0 . 0 g 1 B,D,F,H, '+75,0 gm +76.0 6m +75.0 rize +75.0 ® +76.0 GE +75.0 - 116.5 +75.0 -107.1 +75.0 -93.6 cmgm M -46.1 46.1 r +76.0 CLIMB 45.9 +75.0 L Mi1 ' ' YIE i Q cafirmagasj +49.0 eimackui 74" umuspzu MIENI B4O,F,H,J -69.2 +59.2 -59.2 +59.2 lu3 -59.2 +59.2 -59.2 +59.2 -59.2 +56.0 -56.0 +59.2 -69.2 +59.2 -59.2 +59.2 ICH +59.2 -69.2 +59.2 -59.2 +58.0 -58.0 +75.0 -111.0 +75.0 -110.9 +76,0 -110.9 +75.0 -110.9 +754 -110.9 +76.0 -110.9 +750. -105.1 +75,0 IailA. frai -0.3.4 IIIILIIIII oaf +75.0 IOU +75.0 E EIIERE Mi MUM morrromemicai B,D,F,H,J +46.9 -45.9 czEima +45.9 -45.9 +46.9 .45.9 + 45.9 -45.9 mu -45.9 +45.9 .45,9 1E261==z33 cnorziommi +76.0 +40.0 - 83.9.4$1i -40.0 czyl +4010 -42.0 Mg -40.0 M:11 -75.0 +750 En +76.0 .46.2 -86.5 +45,9 -45.9 +45.9 -45.9 CM ,] -45.9 +45.9 -45,9 +45.9 -454 +75.0 -88.1 +75.0 ER +75.0 m +76.0 gj IMIMEIMIEBILIGMA1110191 -40.0 +76.0 +40.0 -86.1 , 40.0 0 +64.5 .644 +615 CIA +83.1 i4 $ +63.1 83.1 +83,1 ir• IM +83.1 90" mgm % +40.7 -40.7 +40.0 -40.0 +40.0 - 40.0 +40.0 . 40.0 +40.0 ® ] f j +40.7 - 40.7 +.40.0 -40.0 +40.0 - 40.0 +400 - 40.0 +40,0 -40.0 +40.0 -40,0 +40.0 ItE 13,0,F,H,J +75.0 Kg +75.0 leal +75,0 -75.0 +75.0 76.0 +75.0 75,0 +75,0 75.0 +75.0 75,0 +75.0 -75.0 gal 0 Mial151.111MIELI +55.0 -55.0 Q M -22 -56.0 QAVE CEMI E +55.0 -55.0 6 ' • :: A. 3116" ANNEALED F. 13/18" LO., 1761', 9/16" AIR SPACE, 1/81' TEST REPORT FTL -4860 B. 3116" TEMPERED 6.13/16" 10., 3/16 "A, 7/16" AIR SPACE, 3/16"A C. 1/4" AI'4NEALED H. 13/18" L0., 3/16"7, 7/18" AIR SPACE, 3/16"T D. 1/4" TEMPERED 1.13)1e- I.O., 3/18"A,1/2" AIR SPACE, 1 /8"A E.. 13118" 10.,1 /8 "A, 9/16' AIR SPACE, 118"A J. 13/161 L!-, 4/161',1/2" AIR SPACE, 1/8"T •••• • • •••• • •• • • • • • • •• • Sandi* OW Ratter ,rte PA NUM A ADO AIR SPACE DNA TO MASS TYPES$ -J, uOr ma b�umer F. 2 4L 070 , PLY0lwe tip, FL 34278 P.O. Ka 152S RCR01118, P134,774 ftt Visibly Boner DESIGN PRESSURES, XOX {1/9- 1/3 -1/3) Ai.41M. HORIZONTAL ROLLER WINDOW, NON.M4PACT I NTS 1 a 12 1 4127.20 A HRBW • • • • • • • • • • •• •••• • • •••• • • /0 Robe" L.' Cork, PR. PE 538717 Bwmo• HR610 L AND XO) DESIGN PRESSURES FOR MIAMI -DADE COUNTY (ASTM E 1300 -98) TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 24" ZS" 38" 38 318" 48" 60 518" 64" 80" 83" 24" A,E,I +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -114.3 +75.0 -108.3 C +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -147.0 +75.0 -138.4 +75.0 -128.6 +75.0 -114.3 +75.0 -108.3 13,D,F,H,J +76.0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 3 +75.0 -150.0 +75.0 -160.0 +76.0 -150.0 +75.0 -150.0 +75,0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 ZB 1/2" A,E,I +76.0 -120.0 +76.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -118.0 +75.0 -104.8 +75.0 -99,2 C +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +75.0 -150.0 +75.0 -135.2 +75.0 -127.1 +75.0 -118.0 +75.0 -104.8 +75.0 -99.2 B,D,F,H,J +75.0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +76.0 -150.0 +75.0 -150.0 +76.0 -150.0 +75.0 -150.0 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +76.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 37" A,E,I +75.0 -120.0 +76.0 -120.0 +75.0 -113.7 +75.0 -105.8 +75.0 -85.6 +75.0 -83.7 +75.0 -81.8 +75.0 -76.1 +73.7 -73.7 C +75.0 -150.0 +75.0 -150.0 +75.0 -149.7 +76.0 -137.5 +75.0 -103.4 +75.0 -96.8 +76.0 -89.5 +75.0 -78.9 +74.5 -74.5 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +76.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -140.3 +75.0 -132.5 G +75.0 -150.0 +75.0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +76.0 -150.0 +76.0 -139.2 +75.0 -122.8 +75.0 -115.9 A,E,I +76.0 -107.0 +76.0 -107.0 +75.0 -97.5 +75.0 -91.0 +68.2 88.2 +63.9 -63.9 +68.2 -68.2 +49.8 -49.6 +47.5 -47.6 C +75.0 -107.0 +75.0 -107.0 +75.0 -107.0 +75.0 -107.0 +75.0 -85.8 +75.0 -79.9 +73.5 -73.5 +54.3 84,3 +60.5 -60.5 B,D,F,H,J +75.0 -150.0 +76.0 -150.0 +75.0 -160.0 +75.0 -150.0 +76,0 -150.0 +75.0 -142.1 +75.0 -130.7 +76.0 -114.3 +75.0 -107.6 G +75.0 -150.0 +76.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -131.2 +75.0 -123.4 +76.0 -114.3 +76.0 -100.0 +75.0 -94.2 53 1/8„ A,E,I +75.0 -88.1 +75.0 -87.4 +75.0 -87.3 +75.0 -82.5 +84.0 -64.0 +59.8 -59.8 +55.1 -55.1 +47.2 -47.2 +44.5 -44.5 C +75.0 -88.1 +75.0 -87.4 +75.0 -87.3 +75.0 -87.3 +75.0 -80.3 +74.7 -74.7 +58.6 88.5 +59,7 -59.7 +58.1 -58.1 B,D,F,H,J +76.0 -150.0 +76.0 -150.0 +75.0 -160.0 +75.0 -150.0 +75.0 -142.8 +75.0 -132.8 +75.0 -121.8 +75.0 -106.1 +75.0 -99.7 G +75.0 -137.1 +75.0 -135.9 +75.0 -136.8 +75.0 -135.8 +76.0 -115.1 +75.0 -107.6 +75.0 -99.2 +75.0 -91.5 +75.0 47.3 �„ A,E,I +75.0 45.6 +76.0 -84.8 +76.0 -84.5 +75.0 -81.2 +63.0 -63.0 +58.9 -58.9 +54.1 -54.1 +47.2 -47.2 +44,5 14.5 C +75.0 -85.6 +75.0 -84.8 +75.0 -84.6 +75.0 -84.5 +75.0 -79.5 +73,9 -73.9 +67.8 -67.8 +69.0 -59.0 +66.4 ;75.0 • -55.4 • -98.8 B,D,F,H,J +75.0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +75.0 -141.4 +75.0 -131.4 +75.0 -120.5 +75.0 -104.9 G +75.0 -133.1 +75.0 -131.6 +75.0 -131.5 +76.0 -131.5 +75.0 -113.4 +76.0 -105.9 +75.0 -97.4 +75.0 -89.6 +71.8 -0.6 60° A,E,I +71.3 -71.3 +89.7 -69.7 +68.5 88.5 +88.5 -68.5 +57.5 -57.5 +54.3 -54.3 +50.2 -50.2 +43.8 -43.8 0000••4:.7 C +71.3 -71.3 +69.7 -69.7 +68.5 88.5 +68.5 -68.5 +68.5 -68.5 +68.5 -68.5 +63.3 83.3 +54.9 -54.9 i II i •5,1.5 -91.6 B,D,F,H,J +75.0 -126.8 +76.0 -123.9 +75.0 -121.7 +75.0 -121.7 +75.0 -121.7 +75.0 -121.7 +75,0 -112.6 +76.0 -97.6 +70 G +75.0 -110.9 +76.0 -108.4 +75.0 -106.5 +75.0 -106.6 +75.0 -103.6 +76.0 -97.7 +76.0 -90.3 +75.0 -78.9 +ir3.d • t!$.1 66" A,E,1 +81.1 -61.1 +59,2 -59.2 +56.6 -56.6 +55.8 -58.8 +54.0 -54.0 +50,5 -50.5 +47.1 -47.1 +41.2 -41.2 +3106►• 488.8 C +61.1 -61.1 +59.2 -59.2 +56.6 56.8 +56.6 56.8 +56.6 56.6 +58.6 56.8 +56.6 -58.6 +51.6 -51.6 +ifjA, +75.00 • 03 -811.8 • /19.9 B,D,F,H,J +75.0 -108.7 +75.0 -105.3 +75.0 -100.8 +75.0 -100.8 +75.0 -100.6 +75.0 -100.6 +75.0 -100.8 +75.0 -91.8 G +75.0 -95.1 +76.0 -92.1 +75.0 88.0 +75.0 -88.0 +75.0 -88.0 +75.0 -88.0 +75:0 -84.9 +74.2 -74.2 49 72" A,E,I +53.5 -53.5 +51.5 -51.5 +47,5 -47.5 +47.6 -47.5 +47.5 -47.5 +47.5 -47.5 +44.6 -44.6 +39.7 -39.7 +11••4}12 •-447 C +53,5 -53.5 +51.5 -51.5 +47.5 17.6 +47.5 -47.5 +47.5 -47.5 +47.5 17.5 +47.5 47.5 +47.5 -47.5 +15.7 B,D,F,H,J +75.0 -95.1 +75.0 -91.6 +75.0 -84.5 +75.0 -84.5 +75.0 -84.6 +75.0 84.5 +75.0 -84.5 +75.0 -84.5 +75.0 81.3 •-lk0 -37!1 G +75.0 -83.2 +75.0 -80.1 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +73.8 -73.9 +71.4 -71.4 +W7.0 +3711• A,E,I +61.3 - 51.3 +49.4 -49.4 +45,0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +44.2 -44.2 +39.1 -39.1 74" C +51.3 -51.3 +49.4 -49.4 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 B,D,F,H,J +75.0 -91.3 +75.0 47.8 +76.0 80.1 +75.0 80.0 +75.0 -80.0 +76.0 -80.0 +75.0 -80.0 +75.0 80.0 +76.0 -80.0 G +75.0 -79.9 +75.0 -78.8 +70,1 -70.1 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70,0 -70.0 +66.7 86.7 GLASS TYPES: A. 3/18" ANNEALED F. 13/16 LG., 1/8"T,, 9/16" AIR SPACE, 1/8"T TEST REPORT: FTL1857 8. 3/16" TEMPERED G. 13/16" I.G., 3/16 "A, 7/16" AIR SPACE, 3/16"A C. 1/4" ANNEALED H. 13116" I.G., 3/16"T, 7/18" AIR SPACE, 3/16"T D. 1/4" TEMPERED I. 13116" I.G., 3116"A, 1/2" AIR SPACE, 1 /8"A E. 13/16" I.G., 1 /8"A, 9/16" AIR SPACE, 118"A J. 13/16" I.G., 31167 1/2" AIR SPACE, 1/8"T F.K. govol 5/12/06 Dam 2127106 A ADD AR SPACE DIM. TO MASS TYPES E - J. r+d p3/22516 J.J. .J. 070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.O. SOX 1828 NOKOMIS, FL 54274 o DESIGN PRESSURES, OX AND XO WINDOWS 1mx ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT 113610 NT$ I 4 d 12 4127 -20 A ••• • • •••• • •• • •• • • • •• • • •• • • • • • •• • • • • • 7F ;ioL��;GY.IratP t,� Robe# L. Cimk P.E. PE 4367712 Structural 273/8" MAX DLO —� VENT 54 5/18" MAX. DLO FIXED - -.- /X er Dater 120° MAX. WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) r 33 O FI MAX 331.0 VENT MAX. DLO FIXED C � DLO VENT �I t 573/8° MAX DLO ALL FIXED LRES 0 88° MAX DLO ALL VENTS 63° MAX HEIGHT ALL CONFIG. 74" MAX WIDTI I DETAIL A - OX OR XO 27 3/8" MAX. DLO VENT r- 27 318° MAX. DLO FIXED 8 9 90" MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) •••• • • • • •••• • • • • •• • •• • • • • • • NOTE: • • • • 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SEt rl&.?E AILS • ••• • • • •••• • • • • • • • • • • • • •• • er 4- fantasy. oats 8'12J06 (mnnsx FJC mm F.IC 1/27k36 NO CHANGE THIS SHEET A Cheated Dr Dater J.J. 3122/08 1070 TECHNOLOGY DRIVE NOKOMI8, FL 34275 P.O. BOX 1828 NOKOMIS, FL 34274 Visibly .Better ELEVATIONS am ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT earmaoma: HR090 NTS mane 5 m12 Dwbdgsa 4127-20 •• • • • • • •• _ rtlr PI • • •w • • • • • • SECTION B-B (HORIZONTAL SECTION - XOX) MAX. HEIGHT OOPTIONAL MAX. WIDTH • ••• • • •••• •• • • • • •• • • •• • • • • • • • •• • • • • • SECTION A-A (HORIZONTAL SECTION - OX) fiord* Paw flowdBy F.K. 2/27/!8 SECTION C-C (VERTICAL SECTION) o I Iii VIEW D-D (FRAME CORNER CONSTRUCTION) • • •• •• • • • SEALANT OR G�.SKET A7 HEAD ANI1SILL • • •• • F.K 5/12k18 m,. a,: me: Rwaime A NO CHANGE THIS SHEET • J.J. 927!08 I 1070 TECHNOLOGY ORNE NOKOMIS, 8.34276 P.O. SOX 1629 NOKOMIS, FL34274 Pc�T Vuby ate, SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT sateearee HRO10 Half slant 6 a 12 arm 4127 -20 Per A •••• ••• • • • •• • • • • ITEM DWG# REV DESCRIPTION MArL PGT# I 4102 A FLANGE FRAME HEAD 6063 -T6AL 612237 2 4025 13/16" 10(3/16" ANNEALED, 7/16" AIRSPACE, 3/16" ANNEALED) SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 88 " #8X3 /4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 61014 FLANGE FRAME SILL 6063 -T6AL 64136 7 4137 71630 SILL ADAPTOR 6063 -T6AL 64137 8 4131 71631 ROLLER TRACK 6063 -T6AL 64131 10 71298 7CASP WEEP HOLE COVER POLYPROP. 71298 12 1626 6I624K ADHESIVE OPEN CELL FOAM PAD 1635 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6AL 612225 14 4134 61816 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 641100 17 4054 B FD{ID MEETING RAIL 6063RD -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP AND BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 23 225-1 ROLLERHOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMIEI'INGRAIL 6063HS -T6AL 64006 33 1235 W STP.,.170 X 270 BACK, FIN SEAL 678160 35 1096 SWEEP LATCH D1ECAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L ORR 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLA.ZINGBEAD BULB (THICK) 6TP247W,K 6TP248K 52 1225 VINYL GLAZING BEAD BULB (THIN) 57 4014 B GLAZING BEAD -3/16" & 1/4" 64014 58 4046 A GLAZING BEAD - 3/16" & 1/4" W / GULL KI 6063 -T5 AL 644842 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 80 GLASS, 3/16' ANNEALED 81 " 3/16" TEMPERED 82 " 1/4" ANNEALED 83 1/4" TEMPERED ITEM. DWG# REY! DESCRIPTION I MAPL PGT# 84 GLASS 13/16" I0(1/8" ANNEALED, 9/16" AIR SPACE, 1/8" ANNEALED) 85 " 13/16" EG 1/8" TEMPERED, 9/16" AIR SPACE, 1/8" TEMPERED 86 " 13/16" 10(3/16" ANNEALED, 7/16" AIRSPACE, 3/16" ANNEALED) 87 " 13/16" 10(3/16" TEMPERED, 7/16" AIRSPACE, 3/16" TEMPERED) 88 " 13/16" I0(3/16" ANNEALED, 1/2" AIR SPACE, 1/8" ANNEALED) 89 13/16" 10(3/16" TEMPERED, 1/2" AIRSPACE, 1/8" TEMPERED) 90 1014 SCREEN FRAME(HOR. & VER.) 3105 -HI4 AL 61014 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 71630 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 71631 93 1073 SCREEN SPRING ST.ST. 7CASP 94 1624 SCREEN SPLINE -.135 DIA. FOAM Elf PVC 6I624K 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 61635K 96 SCREEN CLOTH 61816 • • • • • •• • • •••• • • ••• • • • •• •• • • • • • • • • • • •• • ROW en tbtz wonder F.K 4"""0" Darer F.K. 2/27/88 yaw 8112/08 w.dine A ADD AIR SPACE DIM. TO ITEMS 84-89. Chetha1Hr J.J. 3/22/0# 1070 TECHNOLOGY DRIVE NOK00418. FL 34270 P.Q. 998 1629 NOKOMIS, FL34274 Viaibdy Better oar PARTS LIST Tax ALUM. HORIZONTAL ROLLER WINDOW, NON- IMPACT sarblebdat HR610 NTS ckoc 7 m 12 Dommxa 4127 -20 •••• • • •••• •• • • • • •• • • •• • • • • • •• • • • • •••• ••• • • • • • • • • Robert L. Clark, P.E. PE 039112 Structural 1 FLANGE FRAME HEAD 94102A, 606346 .490 71-1.4511 0 SASH STOP #4025,6083 -T5 21 SASH TOP & BOTTOM RAIL #4105,6063•T5 LI 1.057 l 57 GLAZING EAD 3/16" OR 1/4' #401413, 6063 -T5 2 3.152 FLANGE FRAME SILL #4136, 6063-T6 .48 ROLLER TRACK #4131, 6083-T6 .061 -I 1.081 j+- 32 SASH MTG. RAIL #40060,6083H8 -T6 —+j 1.057 �+ .666 GLAZING BEAD 3/16" OR 1/4" #4046A,6063-T5 (USED W/ GRILL KIT) O FRAME SILL ADAPTER #4137,6063 -T6 x.040 .443- .738 O SASH STOP COVER #4053, 6063-T5 37 .291 - SASH SIDE RAIL 94126. 6063-T5 .683 11 59 GLAZING BEAD, 13/16" #4067, 8083-T5 I 1.363 13 FLANGE FRAME JAMB 94002A, 606346 17 FIXED MEETING RAIL #40548,6063HD -T6 .097 • • • • • •• • • •••• • • ••• • • • •• •• • • • • • • • • • • •• • Pasigy memsLtr FJG Orem er F.K. Affik Ues 6/12108 2127/08 R A cruder. J.J. NO CHANGE THIS SHEET 322/06 l 1073 'TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOM4 FL 34274 Visibly Better EXTRUSIONS 7- ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT swt"xmae HR610 Hats 8 a 12 4127-20 A • • •• • • •••• •• • • • • •• • • •• • • • • • •• 7F�r,�~ir • • • • • • • • ••• • • • •• • • 1x WOOD BU (SEE NOTE 3) CONCRETE ANCHOR WI#12HEAD (SEE NOTE 1) DETAIL A 1 1/4 MIN. _1 114" MAX SHIM WOOD ANCHOR W1 #12 HEAD (SEE NOTE 2) NOTES: 1, FOR CONCRETE APPLICATIONS IN MIAMI -DAOE COUNTY. USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 114" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 114` TAPCONS OR 2x WOOD BUG 114° SS4 CRETE -FLEX (SEE NOTE 3) TYPICAL HEAD SECTIONS KJ* (HEAD & SILL DETAILS) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 11?. 1x WOOD BUCKS ARE OPTIONAL. IF UNIT CAN SE INSTALLED DIRECTLY TO SCUD CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2` THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083.78 AND A MINIMUM OF 1A' THICK THE ALUMINUM STRUCTURAL MEMBER SHAD. BE OP A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. TIME ANCHOR SHALL SE A#12 SHEET META. SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IP THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED, Q IL MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREW THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2008). 114' MAX SHIM— 1 1/2' MIN. WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2) ANCHOR ` •••ANCHOR Wi#12HEAD i WI#12HEAD (SEE NOTE 1) (SEE NOTE 2) 2x WOOD BUCK (SEE NOTE 3) ••.• • • • • •••• • . • •• 1a •• • • • • • • • ••IMBIQB •• • (BOTH JAMB DETAILS) ••. , - • •• ;t. •• • • • • • • • •••• • •• 1/4 MIN. DETAIL C TYPICAL, SILL SECTIONS 11;' DETAIL F TYPICAL JAMS SECTIONS . . • • •• •• • • • • • • •• • • •••• • 1TI ) • • • • • y • ftwildflr aim lumax FJt; 5/12106 ADD *ma* �7d18 41. WAN caac ADD mob 6E 10701Et0*Jf)LOGY DBMS NoxONIS, R. siva P.O. E?X 1625 SOMAS. FL 3W4 v>atLh Sec.. ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT tborbte Sesame HR810 I Half 2 12 I 4127 -20 A • Ronal L Marx, P.S. P8 035712 Structural • MIA8II•DADE GLASS TYPE ANCHOR TYPE COUNTY ANCHORAGE FOR XOX (1/3- 113 -113) WINDOWS • TABLE 8. 1. ANCHOR TYPES: 1.114" ELCO 2.114" ELCO 3 -#12 SCREWS A. 3110" ANNEALED 2 GLASS 6" TEMPTEMP B 3ERED D. Ng.TANNEALED E D. 1/a TEMPERER E. 13/16" La., "O F. law I.G »1 G. 13110" 1.0., H. 13118" 1.0., 1.13/18" LG., .1.13116" Le, 3. ANCHOR LOCATIONS HEAD &SILL: JAMBS: 4. INSTALL NOT 3H 5. FOR WINDOWS TO THEIR RESPECTIVE ANCHORS PER 2 CLUSTER 3CL115TER 4 CLUSTER- 5CLU5TER 6CLUSTER HEAD TASTE KEY: �© ANCHOR QTY. PER JAMB RAIL CLUSTER, HEAD & 8IL1. AVAILABLE AT FULL DP: TABLE. FOR WINDOW SIZES ThE APPROVED GLASSTYPES ANCHOR TYPES ,SPACE A. C, E, I B, a, F. H, J G TAPCONS S84 CRETE -FLEX 3, WOOD 12, 3, WOOD 1,2, 3, W000 1,2, WOOD/CONC MTG. NA -NOT GLASS BLABS GLA3s GLASS 1/8" ANNEALED, 9/18" AIR SPACE, 1 /8" ANNEALED /8 " TEMPERED, four AIR SPACE, 118` TEMPERED 3/18' ANNEALED, 7118" AIR SPACE, 3M8' ANNEALED 3/16" TEMPERED, 7110" AIR SPACE, 3M0' TEMPERED 3116" ANNEALED, 1/2" AIR SPACE, 118" ANNEALED 3/16" TEMPERED, 1/2" AIR SPACE, 1/8"TEMPERED ARE BASED ON THE FOLLOWING TESTED DIMENSIONS 101 /2" MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 9" MAX. FROM CORNERS AND 22 1/2" MAX. 0.0. (1/3- 1/3.1/3) WINDOWS IN MIAMI -DADE COUNTY PER ADJACENT GO TO NEXT LARGER WINDOW IN TABLE. INSTALLED OUTSIDE OP MIAMI.DADE COUNTY WITH ANY OP FULL DESIGN PRESSURE AND WITH EITHER OF THE NOTE 3. ..{ 1012" MAX.TYP. --►( N-.J °12"MAX TYP. L r • e • • • Now S• V ill •"` - "i'Tj7ri.�,ar:rr■�; +rrTom.•., mil.^ I♦ 0 t 1EEEl1EErri1gua ©OEEER1EE�k�EE ate© NEN 1101111111111 1EE 11C1l1111111 1EEl ©111U»® 1101E111E 1101EEK1111U1 MENNEN , SEE 1EE 111/.1111 ;,;,• x 26 . "..�� 344000 38•376 40100 801128 60000 83.001[ENE:l• =' ICA tF1�1li1EE 112111111.1111 E€1EE1 111111111J111REFILIE EELf1 WM REHM /%1E1111 Fell Eiji 111111 E 1113111/2111111011111M1111111111 Ei WHIM x� 1 NFIII © 03. ;: x -,,,, m° 3&376 401100 451/8243 00.E 83..000 11-2111111111101311111.111 giro. E1I gum Eai EI♦ Will wag ©�I MI uninum 11111111111,111 IIEIII ©E.11 1E1l MUM 1111011Ell 11Eip ainumn EE EE /M© » ©011111111 t*"7111 111.11 U �a WillE1I ���� IMO EE lloginuml E1I t »�nWM � 1111.111111110111111111®EE111 ECG EE1111111EE •.' x 28. ' x.000 36.376 46.E 00.626 eaoco 83000 IIP71111L1111Ell 1111/1111111.1111111Cfai SEM f.31EEEFIE]•lIIM 11:111111E1111111111111111111011111113111111121111tal WIIIIIIIEIIII fJE1r 11111111111111IMMILII I ii1EE 1112111111E1111/1111110111/0111111111111111111L111 101EE © E1A NEM MM 1 ERMILMI WEE Ka UFA E01 ©0Ei11171EEDEEOMEN EEE� �r+.1E�11 311.111FAIMIffilli NMI. ©KM NM IMO WMEMME1ELM ©EMWAE>! EMEEEE OM MI N 11 1 Illal WEN OBI ©G'1KM IBM ©EEWMELM 11101111111tal /I1 EEIVIEELEIEE NMI 11111111011 •••• • • •••• • •• • • • • • • •• • g 1E>I 111:'1EEll11EE IC,111EE111E'E ©© ©N1INM E1ll 1)EE 88,,"x . i >" *AO 38.376 48.OW 60.6 X000 63=0 11111111121111111111M ©Gf'1 11EE 1EE WE:1)E1111 1EI• WE mEE ©�iaEE11011111011111123111011111:21111101111111111111.111 ©© 111E11111101111C11.1111111111111111011 Mal 1111 ©tom© 1EE ENO EE111M1EE �' 11111111111011 7�E7 -A2 • • IMEi 4,, ,1x ic.n„ 36.100l21EEEfEEE 48p 60. 00,000 83.000 • • • .•• •• • • • •• mss••• tx • !. ' s • • • • •••• • • ••• • • • -Bi 1e ' a, ► . •• © ®!0! 11 1 WM /:�E/LE#EMI m�m�0°1 ©1 MUM ©W21/1E�� 1EE0 It:�EMl ®El EE111 !!L1 ►'i® 111>aE7E11 E'1�t�EE®EEl�E� ©E7 WM ©� M11121EE ®rte ©1C1 © WEI E/111101EEE0111EE ©t,�IlR� © ©111La ©EEfEE 1EE •••• k-3"MIN.TYP. ME 112" 1 t Sa., x ': ; 48.000 BOAS 60.000 63000 • fi4�by WME©111 ©E>•C EMI E7 IUM El• 1® 111111111111011 *1(."'3 " MIN. TYP.. • -H5 4l map 0 ;, � • MTG. RAIL, TYP. 2 .•• • -Jb imr 0 ;: AND SILL MTG. RAIL. ANCHOR CLUSTERS ©1C E111© MEEZw lEE1 MN s/'�dE1rEE 111111'11111IlSEiEE tMEE 11 1 Wall EElkEEE ©> ©0© E>•EkME111 EEWM lill1lE>I ©EE KM m11 EMI 11i1ta ©1 EE EE0EE1 © IEN E>•11 X ,.,;, 38d0D 38.378 48.000 50.626 021.OW 83000 . •• ' / s` // p/- fl f Roberti.. Cm><.P.E. Strualtual 0 IEE/111111111110111111111111CallFINNEMILM ILTIIIIILIIIMMEMIIIVAIIIIGNIE1111111Ea OEELFE 1G'1EIIIIIIL t+1111EE ELM 1111.11111 roma � aw x«u• io1Blr oor eaxcLwa.w sea7B R.O. tt87B P. < r _.. ._. ANCHORAGE SPACING, XOX (1/34/$ -1/3) 6THRtlJ. ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT FJG F.K. Ice .::.:,AIR ram SPACE QIAdEM8 10N8t?LAS8TYPES Wlklbh &tier HMO 1 N7S 1 0 12 1 4137 20 1 A MIAMI -DADE COUNTY ANCHORAGE FOR XOX (114 -112 -114) WINDOWS • TABLE 4. ANCHOR TYPES: GLASS TYPE a ANCHOR TYPE 8 SUBSTRATE A, C, 0, I B. D, F, H, J G 1. 1 114" ELCO TAPCONS TABLE KEY: I DS 1 3 W ANCHOR OTT. PER JAMB 3, WOOD 1,2, 1,2, WWOOD/CONIC C 3, WOOD , 1,2, WOODlCONC 3 WOOD 3, 1,2, WOODICONC - 2 - 1/4° ELCO S64 CRETE -FLEX f 3 - /412 SCREWS MTG. RAIL CLUSTER, HEAD & SILL NA -NOT AVAILABLE 2. GLASS TYPES: A. 3/16° ANNEALED GLASS 61. 3/16° TEMPERED GLASS D.1/4° ANMPELED GLASS D. 114 °TEMPERED GLASS d E. 13118° 1.6.,1/8" ANNEALED, 9118° AIR SPACE, 1/W ANNEALED F. 13116° 1.6.,1/8" TEMPERED, 9/18" AIR SPACE, 1/8° TEMPERED 6.13/16" 1.0., 3/16° ANNEALED, 7118° AIR SPACE, 3/16" ANNEALED H. 13/16" I.G., 3/16" TEMPERED, 7/16° AIR SPACE, 3/18° TEMPERED 1.13/18° I.G., 3/18° ANNEALED, 1/2' AIR SPACE, 118° ANNEALED J.13!16" I.G„ 3H6 ° TEMPERED, 172" AIR SPACE, 1/8° TEMPERED 3. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP: HEAD & SILL 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: 9° MAX FROM CORNERS AND 221/2" MAX. O.C. 4. INSTALL XOX (1/4-1/2-1/4) WINDOWS IN MIAMI -DADE COUNTY PER ADJACENT TABLE. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 5. FOR WINDOWS INSTALLED OUTSIDE OF MIAMI -DADE COUNTY WITH ANY OF THE APPROVED GLASS TYPES TO THEIR RESPECTIVE FULL DESIGN PRESSURE AND WITH EITHER OF THE ANCHOR TYPES, SPACE WINDOW SIZE W H ZONES ZONES ZONES ZONES ZONES ZONES C g 0w 2 c i 1 g 0 2 ao 2 c- 0 `2 53.125 x 28.000 38.000 38.375 48.000 50.825 54.000 60.000 83.000 C4 2 B3 2 C4 2 23 2 C4 2 83 2 C4 2 B3 2 C4 2 B3 2 C4 2 B3 2 C4 2 23 2 05 2 C4 2 DS 2 C4 2 C4 3 B3 3 E6 3 C4 3 D5 3 C4 3 C4 3 B3 3 E6 3 C4 3 D5 3 C4 3 C4 3 B3 3 f7 3 DS 3 DS 3 C4 3 C4 3 B3 3 E6 3 C4 3 125 3 83 3 C4 3 B3 3 EB ? C4 3 DS 3 B3 3 80.000 x 26.000 36.000 38.375 48.000 50.625 84.000 60.000 63.000 C4 2 23 2 C4 2 23 2 C4 2 83 2 C4 2 83 2 DS 2 C4 2 175 2 C4 2 C4 2 B3 2 D5 2 C4 2 05 2 C4 2 C4 3 B3 3 F7 3 05 3 DS 3 C4 3 C4 3 83 3 27 3 D5 3 D5 3 C4 3 C4 3 93 3 F7 3 DS 3 175 3 C4 3 C4 3 23 3 27 3 D5 3 DS 3 83 3 C4 3 83 3 F7 3 C4 3 DJ 3 83 3 74.000 x 28.000 38.000 38.375 48.000 50.825 54.000 60.000 63.000 C4 2 B3 2 DS 2 C4 2 D3 2 C4 ° 2 ANCHORS PER NOTE 3. -..j �. -�01Y2" MAX TYP. 101/2° MAX. TYP. -►{ �+-{ •••• • • •••• ••I • • • • • • • • • • • `f • • • • • • • • • C4 2 83 2 E6 2 C4 2 05 2 C4 2 C4 2 B3 2 37 3 DS 2 173 2 C4 2 C4 3 23 3 F7 3 DS 3 D5 3 C4 3 C4 9 23 3 F7 3 DS 3 DS 3 C4 3 C4 3 23 3 F7 3 DS 3 DS 3 C4 3 2 CLUSTER - A2 f t C_________________ > ". X O •X C4 3 B3 3 F7 3 D5 3 DS 3 C4 3 C4 3 83 3 37 3 05 3 115 3 C4 3 • • • 84.000 x 26.000 36.000 38.375 48.000 50.625 54.000 60.000 63.000 C4 2 B3 2 05 2 C4 2 C4 2 33 2 C4 2 83 2 F7 3 DS 2 Ds 2 c4 2 3 CLUSTER - B3 �--t X I ? • O •X • • s �� C4 2 23 2 NA NA DS 3 DS 2 C4 2 C4 3 83 3 NA NA E6 3 05 3 C4 3 •••• --I I+-3° MIN. TYP. • • • • + C4 3 23 3 NA NA E6 3 D5 3 C4 3 C4 3 23 3 NA NA 0.5 3 DS 3 C4 3 • • • • • ■ • •••• • • ■ • • • A a loam • • • C4 3 83 3 37 3 05 3 05 3 C4 3 4 CLUSTER - C4 + �X Q •7i • �� • • • • 1 1/2°13° MIN' TYP. ^i 5 CLUSTAR - D5 -* ---+- R-• • • 1`�,.,.. iX G. RAIL, TYP. 2 • • • 6 CLUSTER - Ed ( t t "I t - -% X i X 0 X 7 CLUSTER -F7 tit O ¢ I HEAD AND SILL MTG. RAIL ANCHOR CLUSTERS C4 3 83 3 F7 3 D5 3 D5 3 C4 3 108.375 x 28.000 38.000 38.378 48.000 60.625 54.000 63.000 63.000 83 2 A2 2 175 2 C4 2 C4 2 83 2 C4 2 83 2 E6 2 C4 2 05 2 C4 2 C4 2 83 2 E6 2 DS 2 DS 2 C4 2 • > rm �� ��" '90-v•-..r. !3l�L •• � C4 3 83 3 NA NA DS 3 E6 3 C4 3 C4 3 B3 3 NA NA DJ 3 26 3 C4 3 C4 3 B3 3 NA NA E6 3 E6 3 C4 3 • � • • • 4."'• • • • • • • • / � / /e-- Ll -P L 0911 P.E. PE 838712 Structural C4 3 23 3 NA NA 26 3 E6 3 C4 3 C4 3 83 3 NA NA E6 3 F6 3 C4 3 120.000 x 28400 38.000 38.376 48.000 50.825 64.000 60.000 83.000 23 2 .42 2 DS 2 B3 2 83 2 B3 2 B3 2 83 2 125 2 C4 2 C4 2 23 2 C4 2 23 2 E6 1 C4 2 C4 2 83 2 C4 3 83 3 F7 3 05 3 05 3 C4 3 C4 3 83 3 F7 3 05 3 D5 3 C4 3 C4 3 23 3 NA NA 05 3 E6 3 C4 3 C4 3 83 3 NA NA E6 3 Ed 3 C4 3 C4 3 B3 3 NA NA E6 3 E6 3 C4 3 o.,,, OLoGY DRIVE NO (OMIB, FL 34275 P.O. BQX1828 WNW*, Ft 34274 ANCHORAGE SPACING, XOX(1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, NON -IMPACT Rao V* detc ticalsilm per FX. 5!11108 A. ADD AIR SPACE OMENSION8 MASS E THRU,d bmmar. F.K Oat 2/27108 asamaer J.J. TYPES aes 3/22106 I Vv1bFy Bereer a rmtmt l/R510 astir HITS Slot Owaalb. 9 m 12 I 4127 -20 kw A ••• • • • ••• • ••• • •• • •• ••• • • • ••• • ••• • GLASS TYPE ANCHOR TYPE 4 SUBSTRATE A, E.1 E. d, k, 1.1 J 1, ANCHOR TYPES: 3 WORD f,2, WO00IOONO 3, W000 1,2, WOQOtCONC WOOD 'arb7-4.1 1, WOODIOONC 1 ELCO TAPGONS TAM KEY: ANCHOR QTY. PER JAMS -1k° 2- 1 /4 "ELC0334CRETE -FLEX tL [[ff mow =in v i.. ii.•^i$i!'.. ..—i.L.rk7nl 11111111 LO, 1111111 MUM MUM r 3 -812 SCREWS LU R, HEAD &SILL 2. GLASS TYPES: NA ---- NOT AVAILABLE A. 31 i8” ANNEALEDl3LASE a' 3/18" TEMPERED GLASS 0. 1/4 ° ANNEALED GLASS D. 114 ° TEMPERED GLASS an- E. 13118 °LG.,118'ANNEALED.9t18°NR SPACE, 1/8" ANNEALED F. 1318 "LG•,1 /8° TEMPERED, Mr" SPACE, lira TEMPERED G. 13/18 "LG.,3118" ANNEALED, 7118" AIR SPACE, 3/18' ANNEALED 14.13I18"LO., Me' TEMPERED. 7f18' AIR $PACE,3 /18°TEMPERED L 13/1M LG., 3/13F ANNEALED, Ur AIR SPACE, 1/8" ANNEALED J.13N8' I.G., NW TEMPERED, Ur AIR SPACE, 1i8° TEMPERED 3. ANCHOR LOCATIONS ARE BASED ON THE POU.OWING TESTED DIMENSIONS AT FULL DP: HEAD &SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAILGENTERUNE. JAMBS: 8" MAX. FROM CORNERS AND 221/2" MM. 0.0. 4. INSTALL EQ,ANDSZ WINDOWS I NMIAMI-DADE COUNTY PER ADJACENT TARE. FOR WINDOW SIZES NOT SHOWN, GOTONW LARGER WINDOWINTABLE. 8. FOR WINDOWS INSTALLED OUTSIDE OF MIAMI -DADE COUNTY WITH ANY OF THE APPROVED GLASS TYPES TO THEIR RESPECTIVE FULL DESIGN PRESSURE AND WITH EITHER OF THE ANCHOR TYPES, SPACE ANCHORS PER NOTE3. 20' „x ,, • 3800 38.378 48.000 0.828 84.00 0.000 0•000 WIIIIIIIIIIEll WARM WM NEMm MN UMW/AN rwanra Rum MNWAIEAWMME IM inintaucautanrasumansta 11211113111/1/11111141111101111W/11 KINEEERINI 11211111101111811111Eallt0111WAIIIMMEMWIMILINIC311110111 gaingium EEGE>1EE.NC'/ausNLEI< gm immwanuning REM NM METIMENI 11011110111 +1E OEM irmim•nEE IIlE111ransue ME IEMI 1111111113111 111711111101111/2111 WA ," • x rr, 3 &0,m CiE7 granumungui wawa ErnEEEinEE imam ago EE Iva Imam. iE.EMEE lIIEiEmu wag EFaEENCnEE Lau Wall EEKm EEE.'jKa EE%'HIE;M MUM g'aiE C E:E # EM 38 48003 80.028 64.000 88000 63••• Y.?"x , '. 38.000 38.378 I011EE1 C+'l mKamEi• EEE EEINENN MllwG'IMa :i Kama ICA EE EMU ELIEE i211EER VIIMIIIIUIIIIIEIIIIEIIIIIEEIIINOIIIIUBIIMICJIIIIEIIMIFMII grAutinuintEamuram IIIMIlltill WM lug EElIEE NM l7 EI 1112111.111111C11111111E111111111n11110111 l6EW111117fEEEWLiEEI ir'7EEfiCiEEi wrainigraimumaggikinicuum I EMi 1111111r011NM i1C' EEE 11 lira Emma NMI E 11011111101111011111111EN wawa 48000 0,625 34.000 5•000 83.000 wail 11117111111111011111Eilliffilll IEIIIIIIFJEIMAHILIII wanc IIEMI MEM lt •••• ••••••• • •• • • • • • • •• • lea MEM E7E:I•WiaE'!2lE7l lEa WM L'EEIf EE E,7IFSIIEEl1Ern — 10112' MAX. TYP.- 4 1—IDi/2' MAX. TYP. +-j :e.128x :,': 000 3&378liiEEE 48000 80.828l":7EE 34.0011&'Fi11EDIC. t4� 58030 ENII EINI MI N EI•111131111111111 M[wl IC/A111111111111:311111111111 ICA MEI• "MI Kill ILMIt311 IialF 11E111111111111 WM EMI N t i , IVA IIIEN MERMEN 11111EM 11111M1111011011111111011111311111011 C EN111111EE EEE EE7l7 O�S7Ei E711 11 itLlIi111lrfilill7ll7li111711 E7M dlaurani � m 2CLUSTER -42 "• x G'IEE EIEkiii�M ®NGIIZIN 1611 ,r.. .• • MTG. RAIL, TYP. .• .5". )1 7' 38.000 38.378 4800 Ken 84.E e8C0 8300 Will0113INIVII wins IMMINE umIEIEEMCsiEEIMINIEMFLiEEMCT Ml MI MEM1 IZ.EEENC E7lIEMEEl2I•11 E:E IlEallitairill 1 -+ t 6CLU.S t7d• _„2_ 2111 1AEEMG"lE>AM 11 EINir7: irk E lliriIw a • >, • • . . • "M 44,... .. P�if X ►orC+Lrsrt<J�_ i••• ,I1t;7�+ •• • Ir • • • •••• •••••• * • ••• • • WZ11N! E NI EE _ •••• N! ilillMMIUN 11 1101111111011111.11111 'lllfNIWIMNCail;RNINE.i1.M EiREIZiiENIREE I� 3 CLUSTER -83 ttt - -'—•- •• E'Ez EEEENCi�I�E�I�E>N� alI EE IrNIN ■E#lrllE:EE7 EEI f � 3 MW.TYP. 11/2" ° . -YZ• . ^••x ''° 3ecoo 1'/ENI�:EN!L.iEiNEiMNI ■G7E1•NG ' 1 Q 7CLUSTES WOO 0. 84.001il1 83.00 IGAI II 11 1 111117, IAN 11 li • • • l FINIEN!AIEIr IMMEAMI7EEMIl�E>IWA N!EI•NNI�I?iENINIsiN6il 111111�1rliNCi1�71EEI��lPe71 4CLUSTER -G4 to u • a 7, , X - ,; x0 38475 11M1111111.111111111E1111EMIEMEN11121111111111111111011111101111111101111111 48.000 0.828 11101111110111111MI 84.000 0• 834130 110111111M11111311111LIMIEMI M EEN!EIEIE�E>R!<AlElMt EEI?iM1 MEMLIMN Nl1R • • • It II" My. • N .211111USWIE EIR11 EIIZllEi1GIEIIlUlME! Mtn Nt NUMWO EIMlrllE11 WA t t U•• R -L8 •• r "1 A / �` 4, OWIc, P.E. PE 438712 St/Wind 5 CLUSTER -115 HEAD AND SILL MTG. RAIL ANCHOR CLUSTERS N011111MG lE,MG7UNENU I�MEE EE M[il'EEIM L11ME]IiM�E7MiF1i ME>N1 11 N 71E]IIiC*'>MA 110111103111•01111 i[li1/3/IEI11110 1 „ 18 �, FL UM P.O. MS NOKOT•• P434274 ANCHORAGE $PACING, XO AND OX WINDOWS ALUA�L HORIZONTAL ROLLER WINDOW NON-IMPACT r ,,n,• Ammer S.K. K. ewk b/798 4 A AQAAIRSPACE DON3 fitA8$TYPES E7HRUJ: Crq A RK Oat WO tda 41 JJ. T Ts woe 1?A& artier emnebst HMO ad" NTS aee emWt,n 1 11 a 12 f 4127 -20 A BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series BR-710 Alan inum Horizontal Roller Window LPVH APPROVAL DOCUMENT: Drawing No.4127 -10, titled. "Alum. Horizontal Rolier Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Ace number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jain' D. Gascon, P.E. • • • • • • • • • • •' • • •' wwV.buildinscodeonlinecoru •.•• • •• • • • • • • • • • • ••• • • • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • •• • • • •• • • • • ••• • • • : :11 A�1j:D411E t COUNTY, FLORIDA : • • ' • i6tETRt4154E FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • • • (315)37901 FAX (305) 375-2908 J • •• • • • • • ••• •• NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 lIt cf�l¢- J, 150-4fG� frAtZ- 1703 • • •.• • • • ••• •• •• • •••••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • .•• • • • • .. • PGT Industries, Inc. NOTICE OF ACCEPTANC1 EMS. . . . . • . • • . . *•• • • • • • . • A. DRAWINGS • • • • • • I. Manufactturer's die drawings and sections. 2. Drawing No.4I27 -10, titled "Alum. Hooattal Reller•Wixudgw,Agupact", sheets 1 through 11 of 11, dated 02/28/06, prepargd bs; fn; , si d and sealed by .. • • • ..... Robert L. Clark, P.E. • • • • • B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER I ICATIONS I. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmumdo Largaespada, P.E. G. OTHER I. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) Jaime D. G , F.E. Chief, Product Control Division NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 GENERA!. NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET2) A. 5118" LAMI CONSISTING OF (2) UTES OF 118° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR $AFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 8.518" LAM CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) UTE OF 118° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 8/16" LAMI CONSISTING OF (2) UTES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT $UJ'TACTTE OR SAFLEX/KEEPSAFE MAXIMUM MI INTERLAYER. E. 718" LAM_ CONSISTING OF (1) UTE OF 3/18" ANNEALED GLASS AND (1) LUTE OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT SUTACITE ORSAFLEIKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/18' LAMI CONSISTING OF (2) UTES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFI.6WKEEPSAFE MAXIMUM PVB INTERLAYER, 6.13118" LAPS IG: (1) LITE OF 118" OR 3116' ANNEALED (MIN.) GL ASS, 8116" OR 318° AIR SPACE AND 8116' LAMI CONSISTING OF (2) UTES OF 118 °ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H.13/16° LAMI IG: (1) UTE OF 118° OR 3116" ANNEALED (MIN.) GLASS, 8118' OR 318" AIR SPACE AND 8116" LAMI CONSISTING OF MUTE OF 115' ANNEALED GLASS AND CO UTE OF 1B" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16' LAMI IG: (1) LITE OF 1v" OR 3116" ANNEALED (MIN.) GLASS, 6/16" OR 3/8" AIR SPAN AND 8/16" LAMI CONSISTING OF (2) LITE8 OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB INTERLAYER. J.13/16" LAMI K3: (1) UTE OF 1/8" OR 3/18° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7116" LAME CONSISTING OF (2) UTE$ OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXiKEEPSAFE MAXIMA PVB 1NTERLAYEF. 0.13116" LAMI IG: MUTE OF 1/5" OR 3118° ANNEALED (MIN.) GLASS, 3116" OR 114 AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3116' ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE Ok 3AFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP SHEET GENERAL NOTES_.. . ..1 GLAZING DETAILS............ 2 DESIGN PRESSURES.— 3 VERT. SECTIONS 5 PARTS LIST .... ........ 6 CORNER DETAIL_........... 6 L 13116" LAM11G: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 14' AIR SPACE AND 7116" LAMI CONSISTING OF (2) LLTES OF 3118" HEAT STRENGTHENED GLASS • • • • WITH AN DUPONT BUTACITE OR 3AFLfXIKEEPSAFEINAXIMUM PVB INTERLAYER • • • • •••• • • • •• • •• • • • • •• • 2. CONFIGURATIONS: ()AM, XO}( 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) • 6,A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM 0 1300.02. • • 4, ANCHORAGE: THE 33 1/3% STRESS INCREASE 19,7 BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 12 FOR ANCHORAGE DETAG9• • • • • • 6. SHUTTERS ARE NOT REQUIRED. • • • • 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASh3 T. 7. REFERENCES: TEST REPORTS FTL-0858 AND FTL-4889. 01.00 TEXTRON NON: 04-0721.01, 03.0225.05 ANSIAF&PA ND81 FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL • • • • • •••• • • • •••• • • • • • • •.-• • • • •• • • • • • • • • 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (WVHM). Das a1•oBY- s 1$108 FJC FJC ?J2B8J8 teh7Av Nostr7mk B A GRANGE TOA81M E 130002 ADD AIR SPACE OW NOTE 1, . Camixd Br *at J.J. 38306 NOTE & NOTE 8. 070 TECHNOLOGY DRIVE NORMS, FL 34276 k0 000 1626 710,44.41S. F. 34374 GENERAL NOTES ALUM, HORIZONTAL ROLLER WINDOW, IMPACT Bet 111710 1 .. 11 11..00 Aer 4127 -10 0 • • folzfic Robed L. Galt P.E. PE 038111 Structural • lI2' NOM. GLASS SITE 1I8' ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUTIA OR DUPONT PVB INTERLAYER 118 ANNEALED OR HEAT STRENGTHENED GLASS 8116' NOM. 8/16" LAMINATED GLASS 13/1 V 3118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIAOR DUPONT PVB INTERLAYER 3/W ANNEALED OR HEAT STRENGTHENED GLASS 7118 LAMINATED 7/16" LAMINATED GLASS {,Lam * (ALL SECTIONS) 1i2" NOM. GLASS BITE 118 ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8 ANNEALED OR HEAT STRENGTHENED GLASS $118 LAMINATED 8/18 OR 318" AIR SPACE 116" OR 3/18 ANNEALED (MIN.) GLASS 13/18" NOM. LAMI IG GLASS W/ 5/16" LAMI • • • • • •• • • •••• • • ••• • • • 3118 ANNEALED OR HEAT STRENO 1&/EB &Ass SOLLMA OR DUPONT PVB INTERI ABGR• • 3/18 ANNEALED OR HEAT STRENGTHENED GGRSS LAMINATED • • 3118 OR 114' AIR SPACE • lir or 3118 ANNEALED (MIN.) GLASEL • • • 13/18 NOM. • • • 13/16" LAMI IG GLASS W/ 7/16" LAMI •••• • • ••• • •• • • • • •• • • •• • •• • • • • • • • • ••• • • • *welt em 10117108 zoom 710 CHANGE THIS SHEET ACID alp SPACE DIM TO LAMI IG DETAILS 1070 TECHNOLOGY DRNB NOHOW R 342T5 P.O. BOX 5820 NOX02 A F1SON Vi b// Beaer GLAZING DETAILS .ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 7710 910 "9'+ea. wow. Foil 2 s 11 4127-10 8 • • Rabat 1.. Clerk, P.B. PO 538117 Btru0ku51 (XOX 114,112,114) DESIGN PRESSURES TABLE 1. WINDOW GLASS WIDTH TYPE 26" WINDOW HEIGHT 36" 84" 86" 108 3/8" 108" +60.0 - +00.0 +60.0 +60.0 -60.0 -60.0 -60.0 '-60.0 38 3/8 48" 50 Wo 54" 60" 63" .0 -60.0 -60.0 .80.0 +60.0 +60.0 +60.0 +60.0 -00.0 -60.0 -60.0 -80.0 +60.0 +60.0 +60.0 +50,0 -60.0 -80.0 -60.0 -80.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 .60,0 +60.0 +69.1 +55.5 +55.0 -60.0 -59.1 -55.5 -55.0 +60.0 +56.0 +52.1 +51.7 -7.0 -58.0 -52.1 -51.7 +60.0 +60.0 +60.0 _ +60.0 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C,1 +60.0 .60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 A,B,G,H A,B,G,H A,B,G,H A,B,G,H -60.0 -60.0 -60.0 -60.0 +60.0 +60.0 +60.0 +60.0 (XOX 113,113,113) DESIGN PRESSURES WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 3/8" 48" TABLE 2. WINDOW WIDTH GLASS TYPE 63" 60" A,B,G,H +75.0 WINDOW HEIGHT +75.0 -75.00 +75.0 75.00 26 + 36 1 38 318" j 48" + 50 5/8" 1 84" 1 60" 63" TO 86 7116" A,B,C,G,H,1 7500 +75.0 -75.00 +75.0 75,00 +75.0 75.00 +75.0 -75.00 +60.0 -60.0 TO 88 7116" D,E,F,J,K,L +75.0. 75.00 86" A,B,G,H +75.0 -75.00 +75.0 -75.00 . +75.0 +75.0 -75.0 AND ma DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 3/8" 48" 50 5/8" 54" 80" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 76.00 +75.0 45.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 C,I +76.0 7500 +75.0 -75.00 +75.0 75,00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0. 75.00 86" A,B,G,H +75.0 -75.00 +75.0 -75.00 . +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 - 75.00 +74.7 -74.70 .P18.0 *70.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75,00 +75.0 75.00 14751,0* •75.00 „ A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 76.00 +75.0 75.00 +76.0 -75.00 +750 -75.00 +70.1 -70.10'485!17"65.00 0,1 +75.0 -75.00 +76.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 45.00 +75.0 -75.00 +75.0 75.00 -68.60 , 472!1•,;72.10 483'.'5'63.50 74" A,B,G,H +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +68.6 C,1 +75.0 7500 +76.0 - 75.00 +750 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 "4?0!B•70.8O UP 'TO 74" D,E,F,J,K, L • 475!0 75.00 •••• • • •••• •• • • • • •• • • • • GLASS TYPES: TEST REPORT FTL-4858 (0)0, FiL -4859 (OX & XO) • A. 5116" LAMI - (1/8" A, .090,1/8" A) 0.13/16" LAMI 1G -1/8" OR 3116"A, 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .091!1/8 1), • B. 5/16" LAMI - (1/8" A, .090,118" HS) H. 13/16" LAMI 10.1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,118NHS)• C. 5/16" LAM1 - (1/8" HS, .090,1/8" HS) L 13/16" LAM11O -118" OR 3/18"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 1H0, .090,1/8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI 10 -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3/16 "A) E. 7/18" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI 1G -118" OR 3/18"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) F. 7/16" LAMI - (3116" HS, .090, 3/16" HS) L 13/16" LAMI 10 -1/8" OR 3/16"A, 3/16" OR 114" SPACE, 7/16" LAMI - (3116"HS, .090, 3/16"HS) Rawl F Ode Rowe* beta. f F.K. 10017100 8 REVISE OP TABLES TO AVM 8130002 F.K F.K tufa 0013/00 223178 aw"s "-0"" L•• ADD AIR SPACE TEMENSJON GLASS TYPES TNRUL 3123118 1 10701ECNNOL0GY ORIVH NOKM'a8. R. 71108 • P.0.00K 189 NOKOMIS. F{. 34174 DESIGN PRESSURES 711... LUM. HORIZONTAL ROLLER WINDOW, IMPACT NR710 • • • • 2810' MAX. DLO VENT 49 374' MAX DLO FIXED 25118' 251,8' AX DLO MAX. DLO VENT FIXED 111° MAX WIDTH 887718'MAX WIDTH DETAIL B - XOX (1/4 -1/2 -114) DETAIL C - XOX (1/3 -1/3 -113) 33 9M8' MAX. DLO FIXED 33W18'MAX DLO VENT 87 378" MAX DLO ALL FIXED LITE8 74' MAX WID11 t DETAIL A- OX OR XO m. 9wbh Nl88 S NO CHM807KlSSNEET am 9113N8 frotbex A NO CHANGE THIS SKEET J.J. 3231+8 1970 11:05,41.09Y N WM!9. FL 24279 P.O. 150X 1529 90901,118, a 34274 1* &nes ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 10 NTTS 4 m 11 I 4127.10 8 abed L. Clark, P E, PE 039712 SbvaClral o 0 MAX VENT DLO E-- — MAX FIXED DLO ---r MAX. WIDTH SECTION S-8 (HORIZONTAL SECTION - XOX) MAX HEIGHT INTERIOR • EXTERIOR (D OPTIONAL • ••• •• • •••• •• • • • • •• • • • • • • • • WIDTH • • EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX) • • • • • • • • OASKET AT HEAD AND SILL • • 1111.• •• • • •••.•• • • ••••• • • 1111• •••j • • • •••• INTERIOR FX �deF FX FA. 7/2808 10/1708 SECTION C-C (VERTICAL SECTION) 1 8 Volit 3H1 nue NOCNANGE TM38H86T CHANGE THIS SHEET .l d 3/23118 1070 T7C7040LOOY DRNR .ate P 0. Spx 1028 8080141S, FL 07274 VIEW 0-0 (FRAME CORNER CONSTRUCTION) SECTIONS • • • • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT o I Hall 6 a 11 4127.10 B Iyuh Robert L. aark, P.E. PE 839712 structural ITEM MVO 1 4102 2 4025 3 4 4053 6 4136 7 4137 8 4131 10 71298 12 1626 13 4002 14 4134 15 1155 16 4110 17 4054 19 4066 21 4105 22 1683 23 225.1 24 226 29 4128 32 -4006 33 1235 35 I096 36 1016 37 4126 38 39 40 50 51 52 53 54 55 56 985 59 4067 60 CLASS 61 62 " 63 64 65 66 67 1683 7070 1224 1225 4039 4044 4222 DESCRIPTION 14,,VIPLANCE PRAMEHEAD SASH STOP (STD.)(ANTI UNT 48X3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FIANCE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CEILPOAM PAD A FLANGE MAMBA MB GASKET FORMAN FRAME SILL MINT #8X 1.000 QUAD PN. SMS O SCREEN ADAPTOR B FIXED MEET1NGRAIL WSTP.,.187X.230, FIN SEAL SASH TOP &BOTTOM RAIL WSTP,250 X .270 BACI, FIN SEAL ROLLER HOUSING &GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP (VIDE D SASHMEETINORAIL W S f P.,.170 X .270 BACK, FIN SEA L SWOP LATCH #8X.625 PH. FL. SMS SASH SIDERAIL MAIL 6063 -T6 AL 6063•T5 AL 6063•T3 AL 6063-T6 AL 6063-T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -TS AL 6063RD T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HST6AL DIE -CAST 6063 -T5 AL PG1W 612237 12244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 8IPQA 641100 64054A 640660 612240 61683 42112HD 7BR 4412$14 64006 675160 096 7858 WSTP.,.250X270BAC K,FIN SEAL BULB WEATHERSTRIP .187X.275 LOT RAIL COVER CAP 64126 616830 67070K 74078"C' L OR R (LAZING SILICONE DOW 899,995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GAZING BEAD BULB (THIN) B GIAZINOBEAD -S/16" B GLAZING BEAD .516" W /G1ILLKIT A GAZING BEAD -7/16" 6TP247W,K 6TP248K 6063 -TS AL 6063 -T5 AL 6063 -TS AL 640 644703 C GLAZING BEAD - 7/16" W/O LLIKTT 6063 -T5 AL 64222 6985 GLAZING HEAD - 13/16" 613-T5 AL 64067 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5(16" LAM! (1/8" A, .090 PVB, 1/8" HS) 5/I6" LAMI (118" HS, .490PVB,1/8' HS) 7116" LAM (3116" A, .09013/16" A) 7116" LAMI (3116" A, .090P 3/16" HS) 7116" LAMI (3/16" HS, .090I'VE 3/16" HS) 13/16" LAMI 1G- 1 /8 "A, 318 "AIR SPACE, 5/16" LAMI (1 /8 "A, moll' 1/ A) 13/16" LAMI I0/8"A, 318" AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB, I /8"HS ITEM DW04 CRIPTION MAIL r PG171 68 69 GLASS, 13/16" IAMI LG•I /8"A, 3/8" AIR SPACE, 5/16" LAMI (1/8"HS,.090 PVB, 1 /8"HS) 13116" LAM I I0.3/16"A. 516" AIR SPACE, 5/16" LAM1(I /8"A, .090 PVB, I/8"A) 70 13/16" LAMI 10.3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, I/8"HS) 71 13/16" LAMI 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1 /8"HS) 13/16" LAMI 10.1/8"A,1 /4" AIR SPACE, 7/16" I AM1(3/16 "A, .090 PVB, 3/16"A) 73 74 75 76 77 13/16" LAM 11G-1/8"A,1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 13/16" LAMI 1C.1/8"A,1/4" AIR SPACE, 7/16" IAMI (3/16"HS, .090PVB, 3/16 "HS) 13/16" ]A MI IG.3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAM1 10.3/16"A, 3/16" AIR SPACE, 7116" LAMI (3/16 "A,.090 PVB, 3/16"HS) 13/16" LAMI 1G3/16"A, 3116" AIR SPACE, 7 /16" 1AM1(3/16 "HS, .090 PVB, 3/16 "HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -H14AL 91 92 1630 1631 SC3tEEN CORNER KEY WIRINGS 93 1073 94 1624 1635 96 SCREEN CORNER KEY WIOUT RINGS SCREEN SPRING SCREEN SPLINE -.135 D1A. FOAM SCREEN SPLINE -.135 DIA. HARD SCREEN POLYPROP. POLYPROP. ST.ST. EM PVC EM PVC CLOTH • • • • • •• • •••••• • OOOOOO •••• • • •••• OOOOOO • • •• •• OOOOOO • • • • • • • • • • •• • •••• • • •••• •• • • • • •• • • •• • • • • •0000• •• • ••01•• • • •••••• • 0 •• !0/77118 3/13/50 2/3150 8 abd Jo J.J. M7CHANOETi13SHEET ADD SPACE 081EN810M5 711848 88 TfRU 7. VMS I 875 Q .00YDRPM XOKO1.119. 1134775 7.0.89{7579 X940108. F194274 V,Ibiy Berm, PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 9we,uW 8da PwWn, 4MU Mtr70 Nr5 8 0 11 4127 -10 fd 1- 2.710 1 { FLANGE FRAME HEAD #4102A, 0083.76 .4- 1=J I }+1.451 -►4 0 SASH STOP �;J 9402, -T8 21 SASH TOP & BOTTOM RAIL 04133, 61»75 1. -i ^-►1 L',% GLAZING BEAD, 5/16" L % 540449, 8063X5 (USED w! GRL4. Kfl 0 FLANGE FRAME SILL 1 04138, 608348 AO O HORIZ. ROLLER TRACK 54131,6083 -76 081 1.081 h'- 3g SASH MTG. RAIL 0,,,1101331-110-78 .�I 1.0961 -- ... -I .ITT 0 5 GLAZING BEAD 7/16" i #4222A. 8 #4222A, 808346 37 O FRAME SILL ADAPTER 94137, 6063 -78 17 FIXED MEETING RAIL 940849, 6083110 -76 SASH SIDE RAIL 04126,8083 -78 676 .tom 1.118 - 0 GLAZING BEAD, 7116" 59850,806345 (USED 0 / DRILL KM 1.005 GLAZING SASH STOP COVER ;l 04053, 805345 13 FLANGE FRAME JAMB 04002A,6083.78 • • • • • •••••• • 000000 •• •18.6••• • • •• 10053- i6 • • • • • • •• • 853 UK)- O GLAZING BEAD, 13/16" 04087, 6063 -75 • ••• • • •••• •• • • • • •• • • • • 000000 • • •••••• • • •••••• • • •••• • • •••• • • • •••• a •• • ••••• • • 00000 • • —,P Rawl es Lam. 5/1306 Om FlC F.K. oneer F.K. Pam 10117/08 9 A NO CHANGE THIS SHEET NO CHANGE THIS SHEET JJ N79/06 1810 TECHNOLOGY DRIVI3 NOKONIS, iq 702/0 P O. SOX 1028 NOKOMIS, R. 34214 EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half 7 m 11 I� 4127 -10 I B NR710 ANCHOR QUANTITIES, xOx (1/4411241041) WINDOWS TABLE NOTES: 1. ANCHOR TYPES: zis 1 -114" ELCO TAPCONS 2 -114° ELOO S84 CRETE -FLEX 3 -812 STEEL SCREWS (05) 2. GLASS TYPES: a 8/18' LAND - (118 x.080,18° A) 8.6118 LAM! - (18" x•090,18" HS) O. nl8" LAM! - (3/8'' A,080,, 18 H )) O. PN8 LAM!- 3118 x.�, 3118" A) E. 7116' LAM1 - (3/18' x.096, 3716" HS) F. LAM! - HEAD, 3H HS) GL*$8 TYPE A 6,C,G,H.1 AE,F.J,K,L $5U8STRATE 2.3. W000 2, CONC 1, CONC 2.3. WOOD 2, CONC 1, CONC lit t " zi. 8 -!y� i�i7? fan <"i � riu4A ��!+ W86.101M SIZE v HEAD & S6.t. HFAD & SILL ' HEAD 893.1. � '' HEAD & 962 HEAD & 66J- - '. HEAD 8 SILL ` 53.125 x 38.375 48000 60.825 64.009 t9.tXC 93.E 1402+1 C2+ © 1 +011+1+02 +1 (1 1+02+1 +02+1 © 1+(2+1+02+1 1 +C2+1+02 +1 © © 1 +C2+1+02+1(1 (1 1+02+1 +02+1 (11+02 +1+02+1 (11+02+1 +02+1 (11 +02+1 +02+1 10 1+C2 +1+02+1 (11 +02+1 +02+10 1 +0x +1+02+1 © 1+02 +1+02 +1 © 1 +02+1 +02+1 Q 1 +02+1+02 +1 1 +02+1+02+1 �, © 1 +02+1+02+1 13/16°8' OR © G. 13116" LAM1l03.18°0>E23118x8118OR3/8' SPACE, 9/18 " LAM -2118A»018,1t6 "N 111 A 1+02+1+02+1 (11 +( +1+CE+1 0 1 +02+1+432+110 1+02+1 +02+1 01 +C2+1+t +1 ©1+4~2+1+22+1© 1+4 2+1+02+1 H. 13/18 LAMI 101 -118 OR 3118 A, 5M8 OR 38' SPACE, 5/18" LAMI - ON A..090, 1/8" HS) L 13118" LAM! IG -18' OR 3/16 "a 8118" OR 38° SPACE, 9116" LAM! - (18" HS,.090,18° HS) 0 J. 13116" LAMI 13 -18' OR 3/18° A, 3/16° OR 111" SPACE. 7118' LAMI- (3/18° A,.090, 3(16" A) 1+02 +1 +C2+f © 9+42+1+02+1 (1 1+22+1+02+1 © 1 +432+12x+2 100x+1+02+1 © © 1 +C2+ 1+12+1 10 1+02+1 +02+1 0 1 +02+1+42+1(1 1+02 +1+02+1 (11 +02+1+02 +1 (11+02 +1 +432 +1 Q K. 13/16' LAM! 10 -18' OR 3118 A 3/18' OR 114" SPACE, 7/18' LAMI - (3/16" A..000. 3/18" HS) 13/18 OR 3/18 x 3/16' OR 1/4' SPADE, 7118' LAMI HS..090, 3/16' HS) MOOD x 38.375 45.09 60.829 54090 69000 83.00 1+2+1 +t2 +1 ©1 +02+122 +1 Q 122+1+432 +1(1 1+01 +1+02 +110 1 +C2+1+C2 +1 ©1 +02+2 +0°2, +1 L. LAM110 -118° - (3118 Q 1+22 +1 +02+1 Q 1+02+1+CL+1 ©1+02+1+02+1© 1 +02+1+01 +1 0 1+02+1+C2+1 ©1 +t +2+02+1 Q 3. WINDOW ANCHOR S. FOR QUANTITIES ADOW SUNS NOT ADJACENT O NEXT LARGER WINDOW FOLLOYVING 1 +0s +i +432 +1 ©1 +02+1 +0�+1 ©1+02+1 +22+1© 1+02+1+0 +1 ©1+02 +1 +0„0+1 ©1 +01 +2+01+1© 1+02+1+22+1 (11 +02+ 122+1 (11+ 432+1+42+1© 1+02+ 1+02 +1 ©1+02+1 +C2+1 ©1+0 2+2+02+1 la HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL. CENTERLINE. FROM 1+2+121 Li +C2+122+1 1+ 2+1+2+1 1 02+ 02 10 1431 +02+1 Q 1 +C3+2+0 3+1 25 MAX. ' © JAMBS: sr MAX FROM CORNERS AND rl 12" MAX. 0.43. 1 +432 +1 +02 +1 01+02+ +C2+110 1+02+1+02+1 n 1+02+1 +02+1 (1122+1+02+1 ©1 +C3+2 +03+1 Q TABLE KEY: 74.00x 38.378 4&090 50.625 54.090 60.000 83.00 1+02+2 +02+1 a 1+02+1+22+1 10 1+2x+2+02 +Y 13 1 +C2+2+Q +1 1+(2+2+02 +1 0 1 +02+2+(2 +1 X 2 3 -*---ANCHOR QUANTITY PER JAMB •••• • • •••. • • • • • • • • • • • • • • 4 • • • • •• • • • • • • • •. • 1+(x+2+02 +1 ©1 +02+1 +02+1©1+02+2+C2+1© 1 +432 +2+(x+1 ©1+0x+2+02+1 ©1+02 +2+02+1 11 +1 1 +02+2+02+1 (11 +02+1 +02+1 13 1+C2 +2+02 +1© 1 +2x+2 +02+1 ©1+02 +2+02+1 ©1+02+2+02+1© HEAD AND SILL ANCHOR QUANTITY. 1 +02+2 +02+1 Q 1+0x+1 +02 +1 (1122+2+02 +1(1 1+02+2+02+1 (11 +02+2+02+1(1 1+02+2+02+1© A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL {1 • 1+C2+ 2+02+1 ©1+01 +1 +02+1 ©1 +02+2+C2+1© 12x+2+02+1 ©1+02+2+01+1 Q 1+03+2+03+1© ANCHOR AT EACH y T• 1+02+2+02 +1(1 122+1+ C2+1 ©1+02+2+02 +1 ©1 +0:3+2+03+1 ©1+02 +2+02+1 ©1 +03+2+03+1© PLUS (4) ANCHORS AT aI3. (12) ANCHORS TOTAL AT fl I L 84.0:0x 38.375 ` 48.09 50.625 60 0. 63.099 1+02+2+02+1 Q 1+02+2+02+1 Q 1+02+2+02+1 (11+02 +2+02+1 ©1+02+2 +02+1 ©1+02+2+02 +1 Q 1+02+2+02 +1 (1140 2+222 +1 (11+02+2+02+1© 1+02+2 +0x41 ©1+0¢+2+02+1 ©1 +02+2+01+1© (3" MIN. O.C. ANCHOR SPlG t�f • 1+432+2 +432+1 (11+02 +2+02 +1 (11 +02+2+02 +1 ©1+02+222+1 0 1+02+2+02 +1 0 1 +01+2+02+1 10 • • 1+02+2 +02+1 1 +02 +2+02+1 (11 +22+2+02+1 (1122+2+02+1 (11+02+2+02 +1 (11+42+2+CL+1© (11+02+2+02 +1 1403+ 2+03+1 (11+0242+02 +1 (11 (11+C2+2+i241(11+C3+2+C3+1© +03+2+03+1© f • • • • -4 (-3" MK Q • • ( • • • ••••• •••• • • ••• • • ••••• 6,.••. • • i�" Xe_'M!r •.:. ��/ -'• • • • • • •i • • 1 +02+2 +02+1 ©1+02+2 +432 +1 0 1 +02+2 +03+1 0 1 +C3+Z+C3+1 Q 1+01+2+0141 Q 1+03+2+03+9 © g" ! 108.3752 38.375 1 40.090 1 60.828 84.0 161.000 83.090 (111.00x 38.376 46.000 09.825 64.00 I 60010 1 83.000 1 +C2+2+C2 +1 ©1 +12+2+(x+1©1+02+3+02 +1 (11 +C2+3 +02+1 (11+02+3+02++1 (11+42+3+432+1(1 • 1 +0 2+3+0x+1 ©1+02+2+42 +1 (1123+322+1(1 122+322+1 (11 +02+3+01 +1 (11 +08+4+03 +1© MTQ RAIL, TYP. • • • A 12;2+322+1 (11+02+2 +02 +1 (11 +03+3+03+1 (11 +03+3 03+1 (11+01 +3031 +1 (11 +03+4 +03+110 EXAMPLE CLUSTER WI QTY. OF 4)) ANCHORS 1+03+3+03+1 (11+32+2+0"+1 (1f(1 +03'+3+03+10©1+03+3+03++10 (11+02+3+0x+1 (17Wi11iYYi' (1 (SHOWN IN TABLE KEY A8Ov�l • : 122+ 322 +1 (11+022+02 +1YMi•YiMW C (1Y&Miiz 0(11+(2+3 r +02+1(1ilAi•MMirW© 1+02+3+03+1 ©1+C2+ 02+1 (18�© (1 1400+3 +03+1 © =© +02+4+01 +1(1 1 w«-- 283M'MAX — .41 11 112' TYP. "t' 9' 1 +02+3 +02+9 Q 1 +02+2 +C2 +1 (11 +02 +3+02+1 (11 +432 +3+02+1 (11+02+3+02 +1 (11 1+02+3+02+1 Q 1+02+2+02+1 (1Y +433 +342+1© 1+03+3+ 03+1©1+0x+3 +0;2 +1 ©1 +08 +4+03+1(1 8' �F 1 1 t 1116 0 1 X 2000 � i Y L. Glatt. PE 839712 Str. .001 122+3+02+1 (11 +02+2+02 +1 (11 +03+3+03+1 (11 +0 3+3+C3+1 (11 +432 +3+02+1 Q Y22+4+C3+1 .... X 1+03+3+03+1©1+4"1 1+03+3 +02+1 +2+0201 (11+03+3 +03+1 (11 +03+3+03+1 (11+02 +3 +02+1 ©��+�,��(1 (11.02+3+02+1(11 E=01J(1 MTG. RAIL, TYP. (11 +0x+2+0+1(1 (1 A 1 +03+3+08+1 0 1 +02+2 +02+10RI©==m(1+ 3+3+03+10 1+05+4+06+1© EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS _,1m9r PJ tat(Wd08.RL9T P.a.tsoxf9a9 NdK4160 F1.34214 �G�rl: {C�1 JIiL • . (CM7 t6t198NJ0RAGE1 FORMAT, HE4DS 80.1 US1R3 .�� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rend* FA Vale. 358 ADD 2TYPES F.K. N281011 J.J. — SPACE > E w+s +37192UL 3023108 Vtrt tY /km' .i""9t"0" HR710 sm■ NTS srmr 8 a i1 1 6.006 '»a 4127.10 8 ANCHOR QUANT )TIES,XoX(11a- 1,3- 1A)WNIDOWS TABLES NOTES: 1. ANCHOR TYPES: A 1 -114" ELCO TAPCONS 2 -1/4" ELCO S84 CRETE -FLEX 3 -#12 STEEL SCREWS (35) GLASS TYPE A,B4O.H C,D.E.F.1,J.K 1. I ANCHOR TYPE & S1»TRATE 2,3, WOOD 2, CONC 1,00NC 2.3, WOOD 2, CONC t, CONC ZDI s ZONES ZONES ZD]dES TONES ZONES WHOM SUE v HEAD & SILL HEAD & SILL 1 HEAD & S U HEAD & SILL HEAD & SILL I HEAD& MU 2. GLASS TYPES: A.5116' LAMI-(1/8"A..090. 1/8° A) B. 5118" LAM] • (1/8" A,.0110.18" HS) 4860044 35.375 46.�D 50.825 54.000 80.0 1 83.000 1+42+1 +C2*1 ©1 +32+1+32+1 ©1+C2 +1 +C2+1© 1 +C2 +1 +03� 1 ©1 1+32+1 +044 +1 11 +(2+1 +32+1 1+32+1 +32+1 ©1 +333+1 +32+111 E: 3332+1 +32+1 C.5116" LANK -(1/8' HS,A90.107 HS) 11 E.7/16" LAMI - (3/18"4,.090, 3/16" HS) 1+3x+1+32 +1 © 1 +32 +1+32+1 1+32+1+3x+1 © © 1+C2+1+02+1111+C2+1+CZ+1 01 +32+1+32 +1© 1+(x+1 +32+1 ©1+02+1 +32+1 +32 +1 1+32+9 +32+101+32 ©1+1:2+1+32+1© ©1+32+1 +32+1 ©1+t +9+2+1© ©s=j© +1K2+1© F.7/15' LAMI- (3/18' H5„090, 3/16' HS) Q 3.13/18" LAN810 -1/8' OR 3/16° A. 6116' OR 3/8" SPACE.6/16' LAMI - (7/8' A,.090,1/8" Al H.13/16' LAM) IG -1/8" OR 3/16°A, 5/18" 0R 38" SPACE,5 /18` LAM] - (118'4,.080,18" 116) 1. 13/18" LAMI I G - 1/8' OR 3/18' A, 5/16°0R 3/8' SPACE, 5/16" LAMI - (18' H35,.080, 1/8' HS) j .13118' I.AMI U3 -18' OR 3118' A, 3/16.0R 114" SPACE, 7/18" LAMI- (3/16' A„090, 3(18' A) X 13/16' LAM110-18' OR 3116' A, 3/16" OR 1/4" SPACE, 7/18' LAM1 - (3/16' A.090, 3/16" HS) 1+02 +1+32 +1 ©1 +(2+1+32+1 ©1 +C2 +1+32+1 ©1 +(2+1 +C2+1 ©1+CL+1 1+32+1+02 +1 ©1+32+1+32+1 Q 1+32+1 +32+1 ©1+32+1 +C2s1 ©1+C2+1+C2+ 1+32+1 +C2+1 ©[111^' ;'y}1inclm©1+32 p 1+C2+1402+1 p 1+(2+1+34+1 q +1+(:2+9 ©1+Ca+1+t2+1 1+32 +1+32+1 p 53.128x 38.375 a.= 50.625 54.330 51.E 83.000 1 +32+1+32 +1 1+32+1 +32+1 ©1+82+1.32+1 ©1+02 +1+(,2 +1 Q 1+02+1+(2+1 ©1+t2+1+02 +1 Q 1+32+1+02 E} L. 13/18' LAMI 1G -18" OR 3/16' A. 3116' OR 1/4° SPACE, 7/16" LAMI- (3/16°146„090.3116° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1 +32+1 10 1+(2+1+32+1 ©1+C2+1+(g+1 ©1+32 +1+02+1 Q 1+32 +1+32+1©1+32+1 +32+111 1 +02 +1 +02+ 1111 +32 +1+02+1 ©1+02 +1+32+1111+32 +1 +32 +1 [1 1+32+1+32+1111 +32+1+32+111 A DIMENSIONS. FOR WINDOW SI7F14 NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10112' MAX ON EACH SIDE OF REEFING RAIL CENTERUNE 25 3/4° . FROM M CO 1NERVERS D JAMBS: 9" MAX. FROM coRNERS AniDTl112` u1Ax. 0.0. 1+32+1 +02+ 1111 +02+1+32+1111+C2+1+0 +1111+0,2+1+02+1 01+32+1+3.2+1 11 1+33+1 +03+111 1+32+1 +02+111 © ® Q ©1+C2+1+OZ 1+32+1+32+1 © +1 1+32 +9 +32+1 ©3+33+1 +03+1© © 1 +32+1+32+1 60000x3 &375 48.000 foam 1 +32+1+32+1 Q 1 +02+9+38+1 1+32+1 +333+3 D D 1 +C2.1+C.2.1 a 1+3+1+02+1111 +32+1 +C2+ 111 1+32+1 +32 +1111+322+1+32 1+32 +1 +C2+1111+t2+1 +12 +1+333 +1©1+32+1 +1 +32+1 +322+1 ©1+=+1+32+111 ©1 +32+1+02+1 TABLE : © A x Q X 1+32+1+02+1111+32+1+02+1111+32+1+02+1 1+32+1+32 +t ©1+ 2 +1+2+1 © ©1+02+1+02+ 1111 ©1+32 +1 +(2+111 11403+1+03+1r 3 1-44--ANCHOR QUANTITY PER JAMB ,.... • • •••• • • • • • • • • • •• • • • ..3 • • • • • • • • • • • • • •••• 1+02+1+02+1111+32+1+32+1111+32+1+32+111 1+02+1+ 3x+1[1 ©1+32+1+32+1 ©1+C3.1+C1141 1+(2 +1 +C2 +1 ©1+32+1 +32 +1111+03+1 +32+1© +02+111 L. O _ ,: ,4 3 _; © t OF , ©1+32++1 1 +32+1+32+101+01+1+32+1111+32 1+32+1+C2+1 1+02+1+32 +1111+02+1+02+1111+ 1+02+1+02+1111 1 +32+1+34+1 [3$32+1 +02+1 +32+1+02+1 1+32+1+02 +1E1142+1 +1+32+10 1+32+1+32+1 0 1 +32+3+.32+1 ©1 +02+1 +02+111 +32+1+02+111 ACL 3 AN« • '*• ACLUSTER ON EACH MEETING RAIL PL t • • ANCHOR AT EACH OPERABLE • PLUS (1)ANCHORSAT FIXES 0i5CS1621l [1 1 +32+1+42 +1111+32+1+04+1111+(2+1+02+1111 322+1 +C2+ 1111 +(2 +1+32+1111+32+1 +C2 +1111 +02+1aC2+111 ©1+32+1+02+1 ©1+32+1 +3"4 +f +02+1 ©1+02+1+32+1©1+03+1+33+111 1+33+1+33+1 1+32+1 +02+1 (9) ANCHORS TOTAL AT HEAD A• SI.1.. (3 MIN. O.C. ANCHOR SPACIA1Rj • • 1+Gi+1+02r1 • 1+32+1 +32+101+02+ 1+32+1 ©1+02 +1+32+1 ©1+3.2+1 +C4 +1 Q 1+32 +1+02 +1©1+02+1 +C2 +1© •••• 1 +(2+1 +C2 +1111+32+9+32+1111+02+1 1+t2+1+C2 1111+ix+1+3Z+1 +32+111 ©1+i2+1+C2+1 ©1+32 1 +01+1+(2 +1 ©1+32+1+32 +9 +1111+C3+1+C3+1 ©1+02+1 +3x+111 1 E1 1 9' REF. 283/4° MAX. 1 . '-4 3• may, •••••• •••• • •••• • • •••• • • • • • W .,. WOO • •••• '' 1' '" 4� ' �.. ' '.r ,� . �• ••• «' • • +1+2+1111+02+1+02 2 1 X O • • • • • X ••S•• • • 1 +C4 +1+32+1 ©1+32+1+32 +1111+02 +1+32+1111+02+1+02 +1111+32+1 +02+1111+33+1+33+111 +1 ©1+C3+1+C8+111 1111 1+32 +1+t + 1117 +C2Ns02+ 1111 11111 +0 tat +p+1 ©9 +03+1 +33+1 ©1+32+1+32 +03+1+33+1© �,c « :° • 1+02 +1 +3 +1 ©1+4x+1 w 1 ©1 +C2+1+C2+1 Q 1+32 +1+3.2 +t Q 1+32+1 +32+1 Q 1+CL� 1+3+1 Q MT G. RAIL, ? • ._` ��A 142+ 1+ 32+ 1111+C2+1+C2+1 ©1+02+1+2+1 +111 +02 +1+04+1111+33+1+33+1111 ©1+CZ+1+C2*1111+C2+ ©1+32 +1 +C2 +1© 1+02+1©1 1 +32+1+32+1 ©1+32+1+02 +32+1+32+1111 +1111+33+1+03+111 1 +C241 +(2+1 +33+1+33+111 Q 1 +03+1+33+111 ©1+33+1+33+1© ©s_© EXAMPLE CLUSTER W/ QTY. OF ( ) �Vligtt✓S* 1+02 +1 +C2 +1 1 +32+1 +{2+1111K2+1+02 1+32+1+02+1111 (SHOWN IN TABLE KEY ABOVE)* • • 1+3323 +p+ 111 1+33+1 +03+111 +C3+1+C3+1 © i +02+1 +C2 +1 "x --26 314' MAX. 1 112' TYP. 1 +33+1 +03+1 E111RM:3_0 1 +33+1+32+1 1+C2+1+CZr1 ©1+42+1+02+1 Q 3+32+1+32+1 Q 1+02 +1+02 +1 ©1 +32+1+32 +1 Q 1+02 +1 +02+10 S° '.1,...._ /9. ° x„33 �1,, P8 1.6 939712 strudasi 1+32+1 +02+1111 1+02+1 +C2+1 +32+1+02 +1 11 1+32 +1+32+1 [1 1+02 +1 +02+111 1+02+1+32+111 1 +02 +1 +C.'2 +1 ©1+03 +1 +C3+1© X [1 1+32 +1 +02 +111 1 +C2+1 +C2+1 [11 +32+1 +32 +111 1+33+1+33+1 T. J 1+32+1+02+1 U1 10 c24+ C341E1 1 1 El 1 1 C244 El 1,102,414C34 [1 1 +02+1+32 +1111 1 +33 +1+03+ +02+1 +344+ 1111 EIMME11101=1111 +03+1+03+1111+03+1+02+1111+03+1 1 +03+1 +03+111 +33+1 ' 11 1+33+1+33+111 MTG. RAIL, TYP. © EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS © " ` lia ANCHORAGE SPACING, XOX(1/3- 1/3.1/3) ' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT .43/17/,6 kijal M1486 ANCHORAGE FORMAI: HEAD $)LL a usr3rrs emrecleNaraavorine nwcaws. FLxv4 PA 8OX,SM gOxS. F1 392T+ C4YH M £!308 ADD SPACED vWONSC LA$$1WEs ©7HRUi. vu>b(y eerrcr r1a L� 1 0 d 11 X 4127 -10 B ANC • - • ANT =, XO & +X T`DO 'T _ LE 4 NOTES: 1. ANCHOR TYPE8: A 1 -1/4" ELCO TAPCONS 2.114' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GIASS TYPES: A. 5/18' LAM. - (1$'A,.090.1/B"A) a 5/18" LAMI - (118'A,.080.1/8"HS) C.5/19"LAMI- (118'HS mIVHS) 0 MB* LAM - (3118" A,.090. 3/16'A) E. 7/16° LAMI - (3/1rA..oso.3/8' HS) G. 11311 10-1 i /3/18 °6A. WIT OR3/ 5 "SPACE,5ns^LAMI- (WA..090,1/8"A) H. 13/16" LAM! 10 -118' OR 3/18' A, 5/18" OR 3/e' SPACE, 5/18' LAMI - (118'A,.080,1/9' HS) 1. 13/16" LAMI 10 -110` OR 3t16' A, 5118' OR 318° SPACE, stir LAM!. (IV 1-18..060, 1N. HS) 4. 13/18' LAM11G -VW' OR 3/18" A. 316' OR 1/4" SP ACE, 7/18' LAMI-(5/18'A,.080.3/18"A) K. 13/18" LAM 1 -118" OR 3/18" A. 3H8° OR 1/4' S PACE, 718` LAMI - (3/16" A,.090. 3/18' HS) L. 13/18' LAM11G - V8" OR 318" A.3/16` OR 1/4° SPACE, 7/16" LAMI - (3/16' H13,.020, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND SASEO ON THE FOLLOWING ® DIMENSIONS. FOR WINDOW SIXES NOT SHOWN, GO TO NEXT LARi 11 WINDOW IN TABLE. HEAD &SILL 10 UY MNL ON EACH SIDE OF MEETING RAIL CENTERLINE 18314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221!2' MAX O.C. TABLE KEY: GLASS TYPE ANCHOR TYPE & SUBSTRATE A,B,G,H C,D.E.F.LJ,K, L . 2.3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC INF+.11111 ZONES Zs L+ MN �+ i.i WINDOW 812E V p ¢ V1 W 01 _� to aE 1 +02+1.0 WOW y Eg 1 37.000 x 38.375 4&000 50.825 54.000 80.000 63.01 cam 1 +02+1 2 1 +02+1 2 1 +02+1 ©1 +C2 11 1+C2+f 111 +132 +1 u 1 +132 +1 ©1+02 +1 1+02+1 ©1 3 +132 +1 1+02 +1 ©1 LI +132+1 +C2+1 iu u 1 +C2+1 3 1 +C2 +1111 +02+1© IMMILI 1 +C2 +1 11 1+02 +1 11 1 +02 +1 11 1+02+1 1 +132 +1 in= 3 1+03+1 3 11 11 Q 1 +C2+1 111 +C2 +111 1+03+1111 +02+111 1 +132 +1 ©1 +C�+1 Q 1 +03 +1 3 1 +02+1 ©1 +02 +1 © 1 +03 +1 48.000 x 38.375 48. 0 50.625 54.000 80.000 8&000 1 +02+1 0 1 +02+1© 1 +02 +1 ©1 +C2+1© 1 +02+1 2 1 +02 +1 1+02+1 3 1 +( +1 3 1+02+1 14 C2t1 1 +( +1 3 1+02+1© 1 +02+1 11 1 +02 +1 3 1 +03 +1 U ^r' ©1 +132 +1 ©1+03+1 Q 1+432 +1 111 +02+1 3 1+03+111 1 +02+1 111 +Cd +1 Q U 11 1+133+1111 +C2 +1 3 1+03+1© 1+03 +1 11 1+02+1© 1+03+1 1 +03 +1 3 man 1 +03+1 E +03 +1 3® 3 1+03+1 11 53.125x 38.375 48.E 50.825 54.000 80.000 83.000 1 +C2+111 1 +t2 +1 Q 1+02+1 ©■Msr e1 3I 2 1 +C2+1 Q 1+C2+111 A. 12403+21 3 F--ANCHOR QUANTITY PER JAMS • •••• •••• • • • • •' • • ..'.' •..� • • •••+ • • • • • • • • • • s • •••• • •••• • • • • s i0� • • � Xa+i rf{a +;,. • y 7 • • • 'ref "� •mss • + • • 1+02 +1 3 1 +02+1 ©1+03+1 11 1 + CZ" 11l11CUil11 1+02 +111 1+C2 +111 1+03+1 1+03 +1 11 3 1 +C2+1 1 +03+111 11 1+02 +1 1+02+1111 11 1 +03+1 +C3+111 1111 1 +03+111 ` A CLUSTER OF (3 ANCH CENTERED ON THE MEETING R411:" • PLUS (2) ANCHORS ATOPE1 LE • ANCHORS T TA SEG7'105(. aNCHOR6roraLar •••••• 13' MIN. 0.0. ANCHOR SPACING) •••. °MAX • •••• • 1 +03+111 1+02 +1 3 1 +03+1 111 +03+1 3 1 +02+1 3 1 +03+1 3 1+03+1 ©1 +C3+1 3 1 +03+1© 1+03+1 Q 1+03+1 3 1+03+1 2+0.2+2 3 p 60.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1+02+1 2 1 +02 +1 p 2+02+2 p 1+02+1 p 1+x 2+1 p 1 +02+1111 1+03+111 +c2 +1 1 +02+1 3 112 2+03 +211 +03 +211 1+02+1111+02 1 +C3+1 3 +I 1 +C ,+1 112 3 +C3+2 2+03 +211 p 1 +03+1 11 1 +02 +1 112+03+211 1 +03 +111 1+02+1 3 2+03+2 © L. -•-- 18314 --****-3" MIN. •••••• 1 +133 +i 11 1 +03+1 3 11 1+03+1 11 1+03+1 3 3 6' REF. X • • • • • • • 1+C3+111 1+03 +1 M] 2+04 +2 © 1 +03+1 11 1 +03+1 © TM' © 2 66.000 x 38.375 48.000 50.825 54.000 60.000 83.000 1 ©1 +02 +1 2 2+02 +211 2+112+2 © 1+02 +1112+02+2 ..- •••••• 2+02+211 2+03+211 F fl111+C 1 +02 +1 3 2+133 +2um= 3 1 +132 +1112+03+211 1+02 +1112+03+2 3 MTG. RAIL • • EXAMPLE CLUSTER W/ QTY. OF (3) AN€HOR i ' 2 +1 112+03+2 3 2 +1;3+211 112+03+211 ©11 2+03+211 2+03+211 1+03+1 112+03+211 ©=© ©'© © p +111 2 +c3 +211 1U a". -' p 11 (SHOWN IN TABLE KEY ABOVE) • •' 2+03+2111+03+1 1+03+1 © 1 +133 +1 pump © 2 +03+2 0 1+03+1 "'°' --18 314" MAX. •- �{+- 11�,rrP. +{I �» -3` N1 IV. 74.000 x 38.376 48.000 5/).525 54.1 80.000 63 000 2+02+2 2 2+02 +2112+02 +2 2 2+02+2 2 2+02 +2 2 +c3 +2112+02+ 2 +133+2112+132+2112+C3+211 2+C3+2 3 2112+03+2112+03+2112+02 2+03+2112+03+2 3 112+02+211 p 3 +2 e" REF. w - X g fJ /% %d tai L Oath, PE PE 4313712 SWOIumi 2+C3+2 2+03+2112+03+2 2+C3+211 . 2 +C3+2 © 1+03+1112 +04 +211 2 +03+2 MTG. RAL A 2+C3+2111+C 3+1 ©!� 4 2+03+2IJ I EXAMPLE CLUSTER W/ QTY. OF (4} ANCHORS __. __. ANCHORAGE SPACING OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • FX ok. WNW s R& Nl9EANG1ORA0 0 FORMAT, WAD &S RI.p.WTER$ y PO.MAM8 N Q*OMI , FL 34274 F.K 5'I A • $PIS'0>A GLASS F.K. 2,28RM J.J. .• ISION370 TWO GTHRUt 3123108 Visibly Barer ,,,„ ,� UA7W ,.., NTS :T- 10 a 11 arc, 4127.10 .. ;S A A CONCRETE ANCHOR 3K31 CONC.— W/ 012 HEAD B . *ITS. NOTE 1 THIS SH ix WOOD T. {SEE NOTE 3' i AND NOTE 3 TS. 810) DETAIL A 2x WOOD (SEE NOTE 3) WOOD ANCHOR W!#12 HEAD ME NOTE 2 THIS SHT. AND NOTE 3 SHT8.8 -10) TYPICAL HEAD SECTIONS <3.1411MO. I ' * (HEAD & SILL DETAILS) DETAIL B 1!4 MAX. SHIM NOTIS: 1. FOR CONCRETE APPLICATIONS IN MIAMIOADE COUNTY, USE ONLY MIAITAITEE COUNTY APPROVED 1/4" ELCO TAPCONS OR 11+1° 384 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 18 2". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (GO) OR A 114" 8S4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". ix WOOD BUCKS ARE OPTIONAI. IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER INSTALLATION TOME SU83T ATE OF WOOD SUCKS TO SE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAI. SHAD. BE A MINIMUM STRENGTH OF 6083 -T6 AND A MINIMUM OF Ur THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS. THE ANCHOR SHALL SE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY SE USED 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT cola INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAU. MEET THE REQUIREMENTS OF P8C 2004, SECTION 2003.8.4 (SUPPLEMENT 2004 114" MAX SHIM –H 318° MIt. W000 ANCHOR W! #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 8HT8. 8.10) WOOD ANCHOR W1 #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHT S. &10) 1/4" MAX. DETAIL C 2x WOOD B (SEE NOTE 3) TYPICAL SILL SECTIONS A DETAIL E 1!4° MAX SHIM —.1 1 CONCRETE A OAN R NOTE 1 THIS SHT. AND DETAIL q NOTE 3 8MI T8, 6-10) 2x WOOD BUCK ,.✓� ^(EVE NOTE 3) • • ••• • ••t•• •R (ROTA JAMB MAILS) •• 11 !MItt• (1 iN6IfompR MM. • GONcAETE) • • •••• • • x WOOD BUCK (SEE NOTE 3) DETAIL F TYPICAL JAMB SECTIONS ••••• •••• •• • • • • •• • • •• • • • • •• ••••• • • • • • • • •S *•• • ••♦ • • • •••• • • • • • •• Raw167 Wiz moittO F.K. '.odes :me F.K 5/13D6 °mb F.K 1W1)PoB • x tnodscf • . REVISE EDGE OfS1 , EMBEDNENie SW. REF:RENCR' ADD NOTE R .y 3731013 ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT akw m,..�xe krc 11 a 11 412 7.10 B i 8mA D I Half / / Robert L. Clark PE. PE I•9712 v4. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT industnes 1070 Technology Drive Nokomis, FL 34275 • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • • • • ••• COUNTY, FLORIDA • • • • • • • • -DADS FLAMER BUILDING • • i i 140 IV$ST•II.A.GLER STREET, SiiITE 1603 i•• ••• ••• i 1� FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 .. • . • •• .• • • • • • • •• • • • • • ••• •• 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 (AH1). 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 Mani 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 rnufacturer 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640' Outswing Aluminum Casement Window maned to Fixed Window APPROVAL DO , NT: Drawing No. 704S-9, titled "Aluminum Casement Window, Non-Impact", sheets 1 through 12 of 12, prepared by marmfacinrer, dated 12/12/02 with revision on 3/11/03, signed and sealed by Lucas A. Tamer, P.E., bearing the Maori -Dade County Product Control Approval stamp with the Notirm of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been iced and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA win 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 tenninate this NOA. Failure to comply with any section of this NOA shell be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEC ION: 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 Bending Official. This NOA consists of this page 1 as welt as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E„ %tittAito us/ wbo(wrogs Vi --34 0-te A .I -1 Io-' NOA No 02-1219.05 Expiration Dater AID 24, 2M18 Approval Date: April 24, Page Y i • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• PGT Jndustri� • • • ••• • • • • •••• • •• • • NOTICE OF ACA ; FOIDENCE SUDIVIIiTKD (For File ONLY Mot part bf NC/A) A. DRAWINGS •• • • • •• ••• •• •1. Manufacturer's d i e d r a w i n g s and'sec b1i,s. • • • • ` `• 2. Drawing No. 7045 -9, titled "Alumni!' ni r nien't \Wade*, Non- Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 12/12/02 with revision on 3/13/03, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 02123 dated 10/3/02, signed and sealed by Joseph A. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/12/03, signed and sealed by Lucas A. Turner, P.E. D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Statement letter of conformance, dated 12/11/02, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 12/11/02, signed and sealed by Wa Lucas A. Turner, F.E. 3. Laboratory compliance letter for Test Report no. FTL 02123, issued by Fenestration Testing Laboratory, Inc., dated 11/5/02, signed and sealed by Joseph A. Chan, P.E. 4. Letter from Lucas A. Turner, P.E., dated 03/18/03, responding to the information requested on 03/27/03. F. OTHER 1. Letter from the consultant stating that the product complies with. the Florida Building Code (FBC) Theodore Berman, P.E. Deputy Director, Product Control Divkdon NOA No 02-1219.05 Date: April 24, ME Approval Date: April 24, 2003 NOTES: NON - IMPACT WINDO 1. GLAZING OPTIONS: A. 3/16" ANNEALED GLASS B. 3/16" TEMPERED GLASS C.1/2" I.G. GLASS (118" ANNEALED, 1/4" SPACE, ire ANNEALED) D. 1/8" ANNEALED (DSB) GLASS 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.98 (AND ASTM E 1300.94 OUTSIDE MIAMI-DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 5. F. FOR H.4 '7(OX" & "0" CONFIGURATIONS SEE SHEET 6. G. FOR 44 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 6. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (ALSO SEE SHTS. 2, 3 & 12) MEAD & 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 LITE (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 NOTE: FOR GLAZING OPTIONS A, C, AND D, #12 SCREWS OR 3/18" TAPCONS MAY BE USED. FOR GLAZING OPTION 8, #14 SCREWS OR 1/4" TAPCONS ARE REQUIRED TO ACHIEVE THE DESIGN PRESSURES SHOWN IN THE TABLES. IF USING #12 SCREWS OR 3/18" TAPCONS WITH GLAZING OPTION 9, THEN THE ALLOWABLE DESIGN PRESSURES ARE LIMITED TO THOSE GIVEN IN THE RESPECTIVE TABLES FOR GLAZING OPTION C. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 8. NARROW JOINT SEALANT I8 USED ON AU. FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, PTL-3583, FTL -3584, FTL 3685, FTL -3586, FTL- 3588, FTL -3590 & FT1.3591. CONFIGI,JRAT1ONS OPTIONS 2. 4 2 IS HMI 3 Qii UNEQUAL LITES Sa UNEQUAL MEE 1 /8" ANNEALED (D89), 3/16" ANNEALED OR 3/18"•TEMPERED GLASS NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS .2 3 DESIGN PRESSURE TABLES 4-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 116" OR 3/16" GLAZING DETAIL 1/2" I.G. GLASS (118"A,114" SPACE,1/8"A) • • • • • • • • • •••• • • •••• • • •• •• 650"NQ1►••••• t. GLASS WE • • r • • • • • •• • LE) • • • •• • • •• • • • • • • • • • • • •••• • • •••• • •••• • • •••• ••• • • • •• • • • •• • • • an; Trszeicoor cave P.Q 1R9 R34 74 NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, NON-IMPACT 1TSIN 1 m 12 I 7045-9 1 A 34-2,4 3 lama A Tams, P.6. PE tta201 Madmle• • ANCHOR LOCATION TYP. ANCHOR LOCATION TYP. CENTERLINE 1 112" SEE MID-SPAN ANCHOR DETAIL TYP, (2) MID -SPAN ANCHOR DETAIL, (SEE SHT. 1 NOTE 4) MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) 4 1 13" MAX. 0.C. SEE MEETING RAIL DETAIL TYP. (2) 58° MAX. DAYLIGHT OPENING 83" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 134" MAX. WIDTH 53" MAX. DAYUGHT — OPENING i 4" MAX. 141/2" MAX. 0.C. TY?. ELEVATION "6" » 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 30° MAX. DAYUGHT -"- OPENING wah the SEE MID-SPAN ANCHOR DETAIL TYP. (2) •••• • • •••• • • .• • .• 13" MAX. 0.C. 83" MAX. HEIGHT 4" 13" MAX 0.0. "�- - --"-4- 141/2" MAX. 0.0. VENT HEAD & SILL ONLY 3r MAX. VENT TYP. 60" MAX. FIXED i T SEE MEETING RAIL DETAIL TY?. (4) ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 8, 7 & 8 FOR PRESSURES) & %COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT stied" easy 1747811 12 I "na"m 7045-9 17 • • • • • • • • • • • • •• • • • • • •• • • • •••• •••• • • • • ..••• • • •••• • • ••• • • • • • •• Imes A. PE ' P.E. tiodionkai SEE MID -SPAN ANCHOR DETAIL SHT.2 TYP. (2) t 13" MAX. 0.0. 66" MAX. DAYLIGHT OPENING SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 68" MAX. DAYUGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 68" MAX. DAYLIGHT OPENING 72" MAX. 13" HEIGHT MAX. O.C. 4" 141/2" 4" MAX.-1 I- MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 141/2" MAX. 0.C. VENT HEAD & SILL ONLY Zap Ms INNIeng air.FK 17/12102 SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4 14 1/2" 4° MAX. MAX. 0.0 ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 63° MAX. HEIGHT 30" MAX 63" MAX. DAYLIGHT-+- or MAX. WIDTH 13" MAX. 0.0 OPENING DAYLIGHT OPENING 83" MAX. HEIGHT 4 " MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) MAX. O.C. 63" MAX. HEIGHT I- "' 1--13" MAX. O,C. 4° MAX. 3 60° MAX. FIXED ELEVATION 'F' - 83" HIGH "X0" & "QX" CUSTOM (SEE SHEET 8 FOR PRESSURES) • • • • • •• • SEE MID' , ANCHOR SB'FML SHT. 2 Tys jy. • • . • • • • • SEE MEE1;10; RAIL DETAIL SHT. 2 TYP. (2) • ••• • • • • • • •• • • • •• • • • • • • • •• • • • • •••• • •••• • • • •••• • • ••• • • • • • •• REVISENYCHORAQF °se m."se4 IMO W WORM NO WMI, Ping% P.O. BOX 1578 AGKCNS, 01. $4ti14 7X", "0° 7X0 "& °OX"ELEVATlONS ALUMINUM CASEMENT WINDOW, NON - IMPACT -1l I NTS 3 + T2 ,�� 70489 A U"a"AT I,P, P.E. COMP WIDTH 9.125 24.000 26.500 000 34,000 37,000 :Sts Tt xrr: • i • 7 :r 1-A elx9: TEST REPOR1'S: FTL4579 F ft4St1 Frt.-3585, E"I1. -388 1~7G35 0, F'1'L -3591 .: Err►liiarx�TL137.r�= �►t,rx:� 26.000 31.000 MM :�lr NUM MI t swam rte imprircia ere a �r fa r r r r I t r C'irr eaant!''i 1r�d sunkciti 3a' ilami itai' R Uraiii4l am1r1C1TtitiM!r-m11 -- , f a<7sstAi •r Gil 4 ,000 48.000 50.625 8'.000 NEG NE() PO8 PO8 b' 10. 76.7 l 2 0 76.7 1312110 11:1 MUM IOW cum • 13EltILI ;LIVE -210.0 -175.5 76. -210.0 76.7 78.7 76.7 78.7 76.7 210.0 78.0 76,7 -210.0 Elm 8,7 78,7 -210.0 95.1 6.7 78.7 109.1 76.7 -100,0 76.7 -210.0 -210.0 76,7 re 7 E 71� litialkEtiMMIDU WAIN -7 Ell MEN 8.7 76,7 -112.0 -76 -199.2 -85,4 6. 76.7 78.2 78. 75.9 175.5 76.7 -175,5 76.7 B 39,4 i' M 1IiQ 1" -96.4 M1 t1�M1 •3 M�."I7 -138.9 76.1 66.4 QI 50.1 -62,7 -45.8 89 76,7 62.7 45.8 -47.7 78.7 6 8 76.7 76.1 76.7 97,5 -94.4 1IE1• 60,8 IIPM CUMIN 78,1 -78.1 -53.5 20.3 76.7 60,8 76.7 76.1 6.7 1.5 76.7 -205.4 76,7 -189.8 76.7 177.8 187.2 78. arm 78.7 FlEillEMZEIMIE39 inn i'•j MY�i11r7�1MSIMEMI' Ii «11r7.E 60,0 78.7 EttElkato 140.0 KUMUNN 124.4 78,7 SWUM 1i ?1~I .i1t -81.1 -68.8E12EgmErmum EEO 60.9 REIEIZIEEM 57.9 Irritlita ORE iM'." OKI. 3 'E. 76.1 ME 76.7 -130.2 76.7 F ISIKOKHM 66.6 MUM iiM -51.5 51.8 leriMEIME213 iragEEC-Mi 55,8111MME I K ilLT EENI 3C QM C» f -109.8 02 9 QS -102.4 78.7 EMI 1 76,1 -53 7 9 ,9; -63.0 63 00'M CE M'.k EU M': 7 48.3 - 45.6 48.5 -42,4 ree �� .5 •.7 -53.6 EU ICYAMO ICEIXECIETZWEN 'MEM EMI= t r : r t 1 -120.3 78,7' -120.3 76.71- 120.3k mum :,SCrg -86.4 68.4 -82,2 62,2 -58,6 8.7 149.4 78.7 41,9 78.7 -135.1 78.7 78 68.8 smarm 56.3 56.3 -83.1 -62.4 63.1 52.4 -70 -66,5 149.6 68.4 76,7 -116.4 6.7 -60.8 138 9 80.8 76.7 -109.2 - 45.7 78. 45,7 -136.9 76.7 -126.7 76,7 76.7 -40.2 40,2 8.9 47.7 -86,8 -47.4 107.4 -59.7 -43,1 59.7 43.1 9,2 -42.3 9 -103.0 76.7 d »57.2, 0. -43.9 EF1 n51 a �: El ' -98.7 lila IIMME -98,9 95.1 53.9 53.9 52.8 92.4 71.9 EZI 0.1 66,8 6.7 -66.8 -106.8 66.8 76.7 -106,6 88,8 76.7 65.8 06,6 65.8 76.7 -81.6 108.6 81.8 -56.1 66.1 76.7 -98,5 78,6 smarm ELE En gm rm eon 1 Pi �Ei 3IV l ENHIMIii N smol7M 1l 1rmursrxem 1151110311EIMI Mal i rifIlUE2`iM 111M IT IM ibIE3> IMEIE M"r if J call= a •r r •r r' .r a :� a e +q e n e rm a Fifl ammo aee ee are rr •reke -48.6 48.8 -459 06,8 73.9 1 40.0 69.2 9 42.3 73,9 -69,2 73.9 59.2 -95.1 -52.8 -40,0 62,8 40.0 70. -90.0 70.0 -52.8 52.8 52.8 59.2 73:9 52,8 59.2 90.0 70.0 -40.0 -90.0 40.0 70.0 50.0 50.0 60.0 60.0 60.0 -50.0 50.0 60,0 50.0 50.0 50.0 -50.0 70.0 60.0 -90.0 -48.1 48,1 -90,0 COMPAAAT1VI ANALYSIS TABLE 2. xra; 1t "X" WINDOWS • . • 391Ns •• TEST • -T• 6,000 WIDTH t r t 36 00 r U 5* . 00 r c e• arai k r i INEMEtni 1 1 Imbue: 7[i X3Y i 7C11 C fS[Tit xT� Vi'M f13 I II t1lE�. l'r r.i u 1C:?c.�iE�]Cfl�llIL army -5,8 on -45,8 45,8 -45.6 45.8; -45.6 45.6' -454 45 .6, - 45.6 45.8! -45.6 45 .6, -428 42.6 -39.8 39.8 -37,41031110firrin ZOOM ESE • -30.0 r r -30.0 30.0. -30,0 30,0 -30.0 30.01 -30,0 t r -30.0 30,0! -30.0 30.0! !M EM a -30.0 IIME ; -2$.7(] 24.000 26 00 D -38.6 -36.6 36.6 -30,6 36,6 36.6 36,8 36.6 36.8 -36.6 36.6 36.6 -36.6 36.8 35.9 F f� X PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. -40.0 • • •• • • • •• • • •• • • • • • 70.0 r ri1 -90,0 70.0 -60,0 -49.8 -49.8 -103.6 -44.5 -38.3 39,3 -36.2 36.2 fat ry17'lY ••••• • • • • •• • • •• • • • • • • • • rt • •••• •••• • •••• • • •••• ••• • • • • • • • • • • • w users SLAWS Akr thAr A Reasotd AIMEDNO18 Rtrebtox OromAct 1?Nx2 met, Wm I bay P.0,60X 1s PRESSURES- X CONPIG. WINDOWS UMINUM CASEMENT WINDOW, NON- IMPACT1 CA449 MIS i 4 .v 12 70459 A UM) A Te4ner, P.B. PE 658101 1t, • Y81- TABLE 3. ,.•i'.., ..n i R n T 311U 37.000 �.I1rrT7ri. tall Ma "MEM E Gal L1 I MI • (1t I. 1,t Ilzwi LIE 11;IIr3 01 Era EE EM WE PP1 1E20 FM kadiEllLitii 63 kL�u 3F1'61 =t�61 riT3 IMAM UM EE ME tat SFREI Ira/ 5IIXIKE ERA BEM IBM CM CIE E UM NM r2i1 us! irrAi FIR worm WEI EvflPx3 W IL 1 3EL E l mop NEG 210.0 1.000 6. REPORT ' . 79 FTL -3590 FT 3591 iii iL1i'L"1 164011iFLit;i:EN Iili/\71ii `:1Y 01 to ! 38.375 43.0+► 8.0$F 50.: rrT� TrTi P0S N 0 POS OS P0S NEC 210.0 76. -210.0 76.7 -210.0 76.7 76.7 76.7 43,000 70.7 118,5 76.7 6.7 -110.9 76.7 0.0 76.7 78.7 -210,0 -210,0 76. 210,0 76.7 95,0 76.7 91.9 -208.7 -114,8 6.7 93.6 76.7 179.0 78.7 -167.7 157.8 -149.0 76.7 99.4 -70.8 78,7 70.8 76,7 72.8 78.7 159.4 78.7 135.0 -210 0 76.7 8.7 135,0 -95,1 78.7 76.7 -119.3 95.1 76.7 -110.4 -95,1 6.7 kai 97,5 -88.6 76.7 6,7 762 85,9 -71.0 76.7 71,0 -84.0 8. 76,7 53.125 57.000 60:000 04,000 68.000 A A 3QI. -152.9 210,0 118.8 -77.8 -174,6 76,7 210.0 76,7 -210,0 76,7 199.2 76.7 76.7 76.7 76,7 109.1 -174.6 76.7 76.7 -100.0 7 6 76.7 -8 4 77.8 74.6 76.7 74.6 78.7 tai 5,9 71.4 -160. 76.7 6.7 -66,4 149,4 76,7 70 7 6.4 78,7 147.0 76.7 -149.0 -87,7 78.7 68.2 42.2 76.7 6.7 -61.1 -58.8 76.7 -87.4 76,7 riga Kai 67.4 EBB 763 MU 76.7 -151.7 76.7 67.4 76.7 78.7 67.4 -7 0 -67,4 -151.7 0 67,4 70,7 -68.4 -83,5 -142.9 -84.9 -61,9 78.7 -84.3 -60.5 60.8 -84.3 -60.8 76,7 60,8 84.3 -80,8 76,7 -80.5 76.7 -69.0 -60.8 09.0 60.8 -84,3 5 6 66.4 -80.8 60.8 -49.4 76. -130.8 1ZE *En 55,6 76.7 58.8 55,6 -139.4 -136.9 76.7 76,7 136.9 -136,9 76,7 -136.9 A -77,4 -55,4 76. 53,5 76. 76.1 53.5 76.1 ESEign 53,5 -87.9 67.9 LEEEDM -63.0 6.7 -126.7 76.7 -121.6 53.7 -49.5 49.6 78.7 45.8 -117.6 76.7 -109.8 8.7 78.7 -57.2 52.9 ®; -62.5 E 1 E I X!crX3EliEt. PM PIE id il3 I lLfb3'''itiAlL3ailE:33! MUlG !Enka; 101.4 ktlti -94.7 F17 EIF 1d! ,C • MPARATIVE i II�S��:"�"��l i�•7� WIDTH 6.000 "XOX' WIDTH 72.000 YS • T Ti` T1 sia: a : iiiiifr1:131113 I ti"Ifs!ti7S :i61 AILT rEIWt:1IITA14411111:iniffilAr %INTZr 1[ -4-9E11 i- i1�•B1CJO.J.t.L1a• I 11.1 __.11111M111 «i�+ ... <.: 11+ - -...1 ;.A . -... TT+ ', 111 :1 I:f :X i.1 MitiiLeeffai L I 103 W.V., 1 f•L• i "pi rim Lou II& I J E prztelMe, EI Ita ItICKLIEXCIIM M 7IEZ+F,iC*kaCy IIEMF M EMI CAI ULM CM MAMECENICAI FAA s 1 -1832 78.7 f iM Lai RE ME I LE EMI : !MUM alla] WHIM IEM Czi7 tl t ILIE3Eit l 3C' L!IJ CIE C3a1C 3CM RED LE WO SIMIEN nal EL MI Lao ME Lai IEEE QM E'erC 1E4A $71nnEal!'milm!'eCMl it k6 N UE MI IC WEE IIMil Cry C :IC333 C: 7 '+ lEYELY 10 IWO Lai eitai rrt ]MUNEi i- �IfZ 751111 1EE EEG MU NEE rrx9 Roo Er! inn rEE WI] lF +loUriki CFi JCIE 11CrE ral EPIC OE Ir-Tit ET/tl ® Lai EL RI 7iP•L SEM Skill IOU IS ilK.+L]tL�] flE n r7rm ma i CF 3C M EL Cal DE KEEFE >FZ� is SEM Q37 LAI liFffiQ 7 nalkai' etori SEDElkai Ikkti 5E13 kaASIDEJECEIEEIEE 51E3 EU Mal EL MOM III OE C'3.3►-' C 7 EMI OM M EMI IER3 EC EEC Cm1L'rE izEr inuagoCk...7CyEL mi irrEuE I4'E',a7f<IEIfEikl 1 F ll Mil SD, .7 - - 129. 9Q. % ltl 11 l] LAISEMENME R.ti 1 D - EMI - 49.8 49,. 48.2 �, ISE1 II Y._-M C3 3NMI 3 REM I 7��'347 a-. I IDCEki CC 1'.I VET:TI "T.I lWlImCrlIPP 116' :1F 1 C11 7 .7 -1 1 LE 1E1211 Ira miL>n t1 J MOLE NECIE26I d +` itl•X1 31=13E 13E 1133 EC FIEWEL KM 3 `'•' 'I CI EMMA POS PQS NER P0S 37.000 42.000 4.000 79.000 90.000 98,000 101.000 53.125 108.37 54.000 55.500 57.000 108.000 114.000 117.000 60.000 20.000 8 A 8 -210.0 -210.0 -88.5 0.0 210.0 76.7 76.7 76.7 76.7 76,7 76.7 Q LEE s 64.9 -81.0 2 0 78.7 76.7 -210.0 -83.3 -73.8 2 0.0 76.7 3,8 78.7 -210.0 210.0 76 7 69.3 78.7 -210.0 78.7 189.7 -186.0 -143.9 78.7 -125.9 69. 44.8 210.0 -61.0 -72.6 -210 0 -72.6 8 RIM 76 72.8 76.7 76.7 -78.9 LIKMI 76.7 88,8 -68.0 207.8 76.7 86.0 6.7 -68.7 NEE 207.5 -61.0 47.6 41.6 68 7 58.9 -69.8 187.5 -657 -59.0 Ma SW H+ 64.9 -59,0^ E -59.3 59.3 "Rum c 65.7 -62.5 Imam 8 -178.0 76.7 78.7 -166.7 69,8 8.7 65.6 -69.3 -185. 69,3 78.7 -183.7 -61.7 183.5 55.8 -50,0 50.0 54.5 -48.8 150.0 78.7 -148.5 81 -81.2 -180.6 39.6 64.5 6%3 53.4 -48.7 36.4 76.7 -142.2 -53.6 50.0 50.0 -48.8 48,8 -47.4 -48.9 46.9 36,1 8 -55,4 55,4 85,4 78,7 -149.3 -46.2 NEN 76 136.5 -42,8 78.7 48.2 42.6 76.7 44.9 39.6 39 6 -42,3 -35.9 8.7 6 -152.0 87 -46 2 -45.2 76 482 27.9 -42.8 76.7 42.6 -41.4 -40.4 76.7 41,4 18.9 39.8 78 7 39.6 � 76.7 -125.0 78.7 76.7 MD W LEE W1 �IZ M I'1�+ 3tLA c NECEI LIN 50 7 I C Iia 40.4 t1 i IRE X 1 7 FEEiE � 1 -: lF MI 7EUEMCEC+ ++ 1 I�Tr[:1FXil l i4� I iCTE1 7tAIKNIIr i 0 /Wt.!) [1. 1.48.6 76.7 M j -120.0 h 116.31 -110.8 78.7 ] +�� , .'Jta/ - 05.2 i[' j�[? j Q 48.9 46.9 -43.51 -40.0 �11 -38.8 36.8 -38.9 38.9 1 IT-TI i�11AFla�I IEMIFMI L = 47,2.1 11 . ►LEO IBEIEMIIQXIi I TSI 'E..it' IEREW4I FF11N3 ?LOD16,'+�IE3tVA"1 Oil -115,4 78,7 -111.6 76.7 -106.1 78.71IP3ti lri + + +'+ + -99.1E33 '1�'XjQ ra jl�l•T1 IEM -35.4 35.4 �i, j �.7 N�3 � ID.2 I OM 7 31 1 "RI] 1�3iI�Fi® IBEIM Olok_ Ia1 = 76.7 K(.I+ 1M 76.7 {IL' 7%ZIfI IQAl l ltl•:IA E=?MFllil ' WE E lIr ] RI Tlri�Ci I<3.Ft,:L�T�147IE ,l 3E lR� l rMOMFMI!" -FIlCI4"� FirlMEor ammo 1 :1E 1k7!' ' +713.1X1 I1FT41If1SIFI I T+ +1 30.0 + ET+111 KM 76.1 3 IKMELI 1�7E'I313Qa s,+ + +1 -90.0 1 1 32.6 MIME -30,8 ilc 3 4.31 W I r + F; T;1 EEO :+ + 141.6 Q` EX 'MIMI= 78.7 Q - 45.6gr LI WO K:®II�%� MEMO 78.7 HEE REM 76.7 -12 9 47.2 -420 8 -138.9 42.0 40.5 76.7 -38.5 38.5 -37.0 37.0 38 8 44.2 -39.1 8.7 39.1 -107.1 -35.7 -103,4 -34.5 34.8 76. 34.5 [a,i"� yf1B19 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. kilidilliiiii1111111111111111111111111111111111111111111111111111111111 f010113,10=08YOR1YE NOAfG * R.sce9 P,O. BQJx B@B KNOW a we: CleSPOP PRESSURES- 0 B 1/4- 1/1/4 XOX CONFIO. WINDOWS ALUMINUM CASEMENT WINDOW NON -IMPAC X O • •••• s • • • •••• ••• • • • •• • • • • • • 1423 Lena A. timer, P$ PE •68201 NPtlw9®I • c►iA1 i-- • r Y-- TABLES. ,,.or:�.. ,..1. : IT ∎.r,.r. ilL,'Wi- i;y`; ' :` 1SiW'i1F3 r .T: -- i e WiLlii �«1,111 • s sl 1M Ti%`iM,I11 ^OA Imo 37.000 OA wl • 56.500 GI E] © : /il;f 1 f f 12 • G�."'' :. MITI 111 : 1:1 I rir,1■ . - 11;1 1 It : 1 1�I:1 . G 1'1 A ISFA]Flltl -210.0 1,'' Li S% I f EU 210.0 Foal i ° «T ET L: LEA m:3 v=rtj _ c [ ] & E `I11:7, 47 EIME77 'SfOE'MICEI E E I E I E IT -4i CLIE 'MICE 404On E "al V6&-aj r.41- r]E- iti le- MDj'MN dlR.iII:i,•i`+ IMAM ETA -imi ac 76.7 OE Emi iil i SEEI'Llii MinfrAA EZE MERE -210.0 �tilFL3kl F2 -210.0 FEE � � itallFL9S7 -210A �' M iL'lS:i�IZI! 03.0 MAME 1 1 KIN 76.7 L I CM =arm 1 1 Ea 1 I 9 km Mll�i. 1 ■1'JSI I 1 45.000 71000 LI C1 WE 13E MELEE ME WEI liE likilEI NE 45 3 . 0 halk7:ai ME Lai rial EYil NM ka i ISETAIThi 51:1:1 FM 7kZi177 5I7it]EZA MILIEU IllitiIrai 6 tAl t4 MIME 11S U GE R IR MUSE MEM -ea* MI 1E37['' i -84.0 mural MI Immo E ]C ffEllfrai ZOO !MEMM MEM iml MEN iIVEL Ea] um imam 6 3711 Em3um ]KM i Llik? cm e 49.333 74.000 C I K t & Pk! WIC 1= 1: 3 % l L I F 0 1 C Y A 1 1 4 a C r M E T I J i 11 1RPCI 5 Elti Ell L1 ELiELI WV NEW II=EU JKMCCMm EX kor151:1:71626 tC O E kiai- fral A -52.91 WADI-7W So 0 EMCEE E7F-W7 E . . ] n iLliT 1E10 HTAfL CM ga3 S1 IMEMD 5E13E4 CPV 7 OE Ell k7ai5;KA3E6S1 Em I 13 14 imgu 13 t] VI E210 Cal lEMFZ]Fi EisATA IfDa la13 QN .+, ; KM a A InEril3 1E7317iERwWU VW] Ea] f.r.w/E [1wi R:I367.5RMMI C 3lP:PILIE11ta?1.7#1K tad [ E MIK -- KILY1t11 fr 37SEMki:aiSUM i1 53.120 79.68e MN Ilti Dal k a 7 6 f L IEN IRE -55.2 CM ICEICTEETWEE ICE Kill ILTATEMEvz1E3 EMIl S![ ME 58.000 64.000E :,: I Fc7fi SEE Ina MIME-14 arid Kai M7 tai SEMQM kill SEC ltl 13 M nFI:Hi 42.4MI 3 M3KMMIe E : 3JE IL 3i]E 113 [2IE 7 [ 1 3 Ml C MK MI MEV N )C 1112 M IIETI 1E14;10E UIMEEP3 InEl 5I CIE !EMCEE COOLIE CMM3 Itikl 3 80.000 00.00013 !MI kZM5 M:I&S 47EN513a]k0.lri5EE Lai SEMEN &DOke t IIKIDIEN tittA ILECIkkItt Sik3flUM KR !M Willa] riziral UM IMAM fi1ETAlCTAi - 46.8CIE KMMIR' ICALIEll 3VE:11'MCIE C1Cad immoxitrwiF ? CM MI vier IMO -vi EEC '7k? 84.000 98.000 MIME[51 13 'GLUM! CI31"i! 'rC fl liMI'E'.31L MUki31!7 011 hat a-MIEN N Ski 7 Mal LEN !MIKE IIEFIkaa MEEkill WE CM SIDE]kt i MT] ECM 13 MOM EllI lC UcrlaEt%ima lik-T,-IFIE11111E3NIEN KU 15111Wfi MEN -40.1 1 M1` IZ3Ei ZE E CM IIC fai 11EXIMI ZEN F=VIlrr LAIR';3lik CIEMI ar�'= -40.1 % w1I''.. MB 0.t MHIM] r 'x1FFINEM nja EU Oa ! ji;d:lina 87.333 101.I:ft1CI51111FEW LIr ' %i; 'i IIIElagoi Kai or% Dad 781 - 1001ir aA 0 -38.2 Fr:r WMM. WE Eki I ) IllEN Eli R' aiM7NEN FI -38.2 FM Mi 40.2 WIN FPiI IM EN MENKE S Tiltrod 1Clil KM NEU .M1 1 Fi WTI- 3 EZE tTElkiirefi Fa] 'lrtT7 JE i 70.917 GIETflFrAl lFx-f 10 .37 [] 5I FIE C 3 Lk'"X-- T'MOUE!CI EE ot .O CM ENI UN InItiFIlki Lai FM rootaa 11 7M1E2i2Eal litiiILiEh KMkai 1 MIMNIgliiMUM p)ELi i 1 M- IIIt ION KM 1 .:I 1 111F- KIP EE Flow 1 , 1EN MU Eglornema F11 1 it EIEEZU 1I MU MUM Ti 1 M;1 I EliNEM®1461:44EN 7 FTxi i fi MN II33flka1! MBEi llika �i "1 1 lra.1 �E�lk WA 1E`30OM l'INL ' 'k0. NYSINFIll itit '1 ! I o i 1 1 13 W 1L WVFMII 7 72420 105.0011] Ll NEE in l &MEE WIN Eilki R 101E Qilr liallai 1Q71311 REM ESJWMIE RIM IIEE FIFO 134.3R;CMIEINE T1 '7EMWS 7 4 . 0 0 0 .i'l Q■�E1}'T'�j3F4-1. tJ W�;�e'�tfPAPli�c'};x�17F4.1 A i l RJ ®Air o l owF l .� ,� i , RE r Tf I:Tc, -QD.D n o Ri:::AA© l ! 1 1 -go o 13 -32.9 F'rl9 IEMErri 1 I .I , Ern 30 011En 30.0 NEE 1 1 e , 4 / - 30.0 30.0 IllEE FM -30.0 Fp BEE ' 1. PLEASE SEE SHEET 9 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. anap ADDEANOTE •• • x 0 x x 0 O pproved withibis i•�ic�t :As •••• • • • • • • •• • • • • • •••• • • ••+ • • •• •••• • • •••• • ••• • • • • PRESSURES X0, OX, & 1f$- 1/51/3XOX WINDOWS ALUMINUM CASEMENT WINDOW NO» IMPAC 3.47- 3 Luse A. Turner, PJL PB 0E8201 • • 1167-417..INITETTE111 8. e'0r'• .. 1 , «Ell x._r..L.1t•• -T RE TS: K -3679 :.Z new wiNcic itcriz ir.ArIN;1)1\i 7i .i g ii-oYii.1-# i ' ='36,tiaxeJia, ivid13 -4-if► uioo 4 i.loxl.l1' 1 11111 X Q x 7tOr WIDTH VENT DTH FIXED WIDTH el' ': T» Imo? ii AIII Fb 1 ' : 1 1 E 3♦ .000 .'- IS7i IIIFFAIIIII : Er / 1 IPLs I11►• ' x° I, :7 Er.owE Ilya ►[`Lori ''•'�� ma Gal Ef7 Lim Liu I'i E '& Frgl Lim: 89.264 19.126 31.014 LI lSi'i AI KIN l ta∎ r iltItil4lribitiE CACI C "rr' E .F] EON EW1 [ill CM I LXJ IIEXJ V& IIICIEGM uteouAL uTes fl R MD NM 78.7 -210.0 RII •210.0 Efi SIDIE1§ 78.7 5I 76.7 -159.7 Uri tral 78.7 -139.2 78.7 -130.8 76.7 78.7' NEE E4 7 -88.3 gm -72.9 EFE E'31 EM CM IIE -63.2 E - 49.81 -46.4 ra. l -43.6 L X O 88.919 9 6 . 9 7 3 24.000 26.800 Mil LI ] -81 69.7 -86.9 fl ®jam] -52.3 62.3 49.6 49.6 -45.9 46.9 -42.8 E] 39.9 EC Vi i® fl a: Mai ai 1 r MINE 198.6 78.7.165.3 WA UM NSEE L -128.5 h k MED 76.7 -111.8 i3 M IEJ El M7 Cal SIM E i ' • ACIE [ a; EN ISE MILE SLUM - 58.5I:I 71.3 E IMMET IV:PEE 51513hgt 3[?TI] -85.1 [I]fl E'X7 60.8 RUE 48.3 EfflC i] EMIT, Ma T�-� I F 1 i XE 515:ME§I rdKME 5I3I t !hire r a i 7C N ( I 3 9 FJM3]CM, k 7 7 STglk t ] ! i !Inntr'11ONCEz1J -121.5 76.7 51f.] 78.7 K I UNEQUAL wee -1052 48.6 55.5 - 6 8 . 5 G am : 4 t -48.5 E - 4 3 . 9 t ] -40.5 Q -37.8 37.6 - 35.1 35.1 4 X 108.649 30.000 32.000 48.649 51.692 ClK MEV C.11M1 ILI 13 C ai MUM Mil -41 8 ]ICI kZZ ' E k1a16Fs ran EC3 SEM Eno WAIVE ''a3F17f75I?'aICilamaikim Wia 1C.:i;ICEE QM 45.6 40.1 SKEF1' EMI= CM eixtrou 76t'XikL LAI -45,6 M lE.1�ICLAIM! Eoa40.1 Li•31ijCMIV 'I M3 EKE -45.6 -120.3 hai ETV IltEll SKEEN emu] r. ] IIETI IMOh IIMCI E' 1E, I :4KBM FEE Etamro SEE 78.7 pxi kaj PEE Mal L' 3IM MItE/MEI RE gam MIKEI rat RE Kai -120.3kI FTEu, Mal 31101 IdiEl I4' WWI SUE Ft1PE UN Lail maim urss 45.2 IMMIIMI .40.1 CTS' ] •40.1 rria ra3 gm I MN2F 122. ra � VI D CI IrrAwIlEtxl Irr -fI lT1 IrMT3Ir IFFIl rj1 ra44 LIntaIL IF7 witilizivi „'E' l x z .1" 1• '.C.'. •••••• • w • • • • •• •_ • -114.6 I F:TIEE E I E? E3 - 108.6 ] p a 36.2 MIME -38.2 38.2 -108.8 -38.2 Fai -108.6 76.7 bI''Yi 7 -108.8 KM - 100.81 % -93.1 E) -38.2 Et - 38.2, 1 � IF I -31.0 123. 135 34.000 GIE 13 N ]ELJEF SEE -37.6 IF P rad EDE IlkalE.20 TE 1 414111ET11It EM EMI Ir :IF:41IVNIIIRE Itiai FIRD -108.8 -36.5 5aa3 78.7.108.8 KEEEl7 SL1L7EN -108 8 Lai -108.6 -100.4 76.7 -92.8 36.5 -35.6 F ET EE -35.6 1e1 3 k][IIVIIQI]WM.Icw1 lEM -35.5 35.5 IlEnErj MEEIlrikl - 30.9 30.9 MEI r�r•1 34.791 ILI IEM FM CM/ E IMODE Il-� E. 7111Er4 7I .TI nSr:mI[ IC E.IET j-101.$I.' EMI 1-1018kil4 E MC MINES 33.0 nil SQtlEI 1 1 4E 5L' 1MO 5ili[]k1 1 -101.8 78.7 -99,8 76.7 ki3 i -33.9 FM OEM 1F Mr_ _11 130.111 35.898 68.20 9 wL'kT11]t.'EIIIEI<rIL7REI1 13 5L'k ]1 -95.6101; 1 IFSVIMEIEil3Lk>7 -96.6 FZ ] -95.6 -95 6 FRI Ur EEO Ea3FL3l::I tMIIIEE0 - 95.6II ETC CM LIA:iL' E i3MZEI VIMIi1E' -95.8 F� IKE MB Z-31 • • • • • * • • • • • • i ••••1 .. • • • • •• •••• 1 • ••.• •••• . • • •. • • • © -34.5 �3E ' - E E 3 IBM % i ce ElE41 MIME i147F+7INEIN E H O S E MV I M EiABEd R E 1 IUNN'MEilkj E -31.9 31.9 -31.9 l E�,�-'! ®W.:11 jk E E 130.378 134.00 38.000 3 7 . 0 0 0 80.000 L11l IE�'•Lk31M1�1[� 13 N�y Q 103.0 Eki 95.1 kLIIJ ET3Ii1kLL'1 BEM ME 1 E2II1633 E 1F O REM 74.0 IllEM win PM ®1Fi67E1i7L� 1 1 E 1FZlL '! 1 .1 1i..b]'FTJ SC:.'E31r2a1 J,?� 1 lEll ,��''��( t.-1":.lfs^ �,4}FIy Will VW - 31.7�r7®®f W1 11.1 i 'r 1 '1 9 7�7E 1 1 .r 1 ii 1 1I iIF7 IxFI �G 7'1E ®mil r�rl f -08.71617 -90.1© - 9 0 . 0 Ira, , -90.0 7 0 .0 EACI Ira; -90.0 'Lai 11EMIkaij ' - 9 0 . 0 k 1 S ' i -9.0 IfEE rjrq IFAE Q Egli .1 1 1 1 30.0 r 1 .1 r 1 f 1 1 •.30.0 1 e e 1 .1 r- 30.0 30.0 -30.0 1 r 1 r 30.0 • • • • • ")(0" 81 "OX" WINDOW WIDTHS EQUAL. THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. • • • PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. • • •••• • • • • __••• • 3.42/03 W�aoA 7"mm. P.L oxbow Pic - n anauxore fmrs covDRrve 0.ffi R 828 P.R fd� PRESSURES- UNEQUAL cQlFlO X01 QX &XQX ALUMINUM CASEMENT WINDOW, NQN �NlpA�'i% FX. 1d�1&F1d ....L gbh' Aver ago I Nits 1 8 0 12 1 7o 5.9 ' A MAX. VENT LIGHT O OPENING (SEE SHT. 2) REFERENCE .xOx' FRAME ASSEMBLY DETAIL, SHEET 10 MAX. HEIGHT (SEE SHTS. 2 & 3) Qm MAX. FIXED UTE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION • XOX REFERENCE XOX' FRAME ASSEMBLY DETAIL, SHEET 10 OCD REFERENCE ")0' FRAME ASSEMBLY DETAIL, SHEET 10 :r, DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (5 HT. 2) HORIZONTAL SECTION -XX MAX, DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION °PARABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION -X • • • • • • •• • • •••* • • •••• . • • •• •• • • • • • • • • • • •• • F.lL •"aaR o"" NOCHANGE SHEET Offer PL 344176 P.O. W S CTTONS ALUMINUM CASEMENT WINDOW, NON - IMPACT rasomobm c.4•40 I NISI 9 I a 12 �� 70484 A .••• • • •••• •• • • • • •• • • • •• • • • • • • • •••• • .• • • •• • •••• • • •••• 3/(2/63 • •, • • .• • • 0 • Law A. Tamar, P.E. PO 068231 • • •• • • FRAME ASSEMBLY TUBE #12x1 PH TEK SMS 13" MAX. O.G. WI (2) SCREWS 3" APART AT MID-SPAN "X" FRAME JAMB / "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX, O.G. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB FRAME ASSEMBLY TUBE "X" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SW (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL #Bxl QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.159" 2.139° SASH FRAME HEAD. SILL, JAMB MATL: 6083 -T8 DWG# 7003A FRAME HEAD, SILL. JAMB MAIL: 8083 -T6 DWG# 7002A • •• • .482" • • • • NOM. • •••• • • • •• •••• • • • 2.784" • • • 80FIXED FRAME HEAD, SILL„ JAMB'. • • •; MAIL: 8063 -T8 DWG# 7005A Vtsrbiy Hearer EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT NTSI10d12 Ie 70454 IA • • •• • • • • • •• • • • • •• • • - • • • • •• •••• • • • ••••• • •••• •••••• • • • •••• • • • • •••.l • Lucas A Turner. P8, P5 NW Mixtanlesl PARTS LIST CONT. ITEM DWG # POT. # DESCRIPTION ITEM DWG PGT. # DESCRIPTION 7002A MAIN FRAME • HEAD, SILL & JAMBS 80 7005A FOXED WINDOW FRAME -HEAD, SILL & JAMBS 2 1155 781PQA 08X1 QUAD PHSMS 81 1155 781PQA 08 X 1 QUADPN SMS 3 7008 FRAME CORNER KEY 82 7010 FIXED FRAME CORNER KEY 4 1/2 "X1/2'X1/8" CLOSED.CELL FOAM TAPE 83 7007 INSTALLATION HOLE COVER 5 1003A SASH - TOP, BOTTOM & SIDE RMLS 6 1155 781PQA 08XI QUAD PHSMS 7017 67017/C BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 610-24 X.562 PH. PN. TYPE! 12 7014 MULTI -TACK KEEPER (R.H. & 13 1157 78X78PPSMS 08X.875PILPN.SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 0832 X 375 PH. M. TYPE B 21 7032 STUD BRACKET (LH. & R.H.) 7858ZA 08 X5/8° FLT. PILL SMS 23 7033 OPERATOR TRACK& SLIDER (DUAL ARM) 24 7022 SNAP •N HANDLE 25 7023 12' I3840E (HEAVY DUTY) 710x12PP 010 X ZOO PH. PHL 30 DSH,1/8" ANNEALED GLASS 31 3/16" ANNEALED CLASS 32 3/16" TEMPERED (LASS 33 1/2" LG. CLASS (118 °A,1 /4" SPACE, 1/8"A) 40 7037 (LAZING BEAD (DSB, 3/16) 41 7042 GIA23N0 BEAD (1/2" LG.) 43 1224 6TP247 VINYL BULB W SIP ([HICK) 44 SAXONS • DOW CORNING 899 OR 995 45 PARABOND 46 1634 61631C SEI7INGBLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 1635 61635K SCREEN SPLINE • SERRATED 331 60976 CA8MEAPf SCREEN CUP 55 78x12PSTW/B 08 X.500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT 612 X 1' PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLAIE 70 7012 LOCK SPACER 71 7019 711573 S80062-0001-0060000.80(000» • 72 7018 7FI.DFID FOLDNGHANDLE 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 08 X .750 QUAD PN SMS a3/16°,1/8" GLAZING BEAD MATT.: 6063 -T6 DWG# 7037 .623° .050' C)1/2" I.G. GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" 423' 50 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 125" .040" - ®INSTALLATION HOLE COVER MAIL: 6083 -T6 DWG# 7007 1.124" • • • • • 2.701" • .093" + • • • 67 CASEMENT TRAM@ ASSEMBLY TUB% MATL:6063T6 • DWG#•/a04A• • • • • • • • • • • •• • —rrW- • • • •• • • •• • • • • • •• •••• • •••• • •••• t! • • • • • • • • • • *Otkas FIG en1/03 A NO CHANGE THIS SHEET Dato dinsler Babk F.K. 12/12102 1070 TECHNOLOGY ORWE NOKOMIS, R.54276 P.O. 822X 15E8 NCNCI FL e4v4 PST W bfy.8eaer PARTS LIST B EXTRUSIONS TOP ALUMINUM CASEMENT WINDOW, NON - IMPACT CA.B48 7046.9 J A emk emc NMI 11 a 12 • •••• •3Y-7,63 Lures A. Tunis, P.E PE 088201 Mewl • • • • • APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM I r #12 OR #14 SCREWS 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 112" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM —'l #12 OR #14 SCREWS 11/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 11/4 "� MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM I 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM --*- 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 11/4 "F MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB.'. • • • •••• • • •• •• • • • • • • • • • • •• • Road SAWS A Robert AMID 11440FLEW OFFION FA, 11112472 es tom teroatoLoorawve NoKCASEL FL SGm M1628 h FL 3B AI Vlelbfy Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT ,. dgAbdlt Nwde aebt bnM10'b mea 1NTS112 12 70484 A F7. • •.•• • • •••• • • •• • • •• • • • • • •• •••• • • •••• • •••• • •••• 000000 • • • • • • • • • • • • • •a•••• t • Lam A. harm P.E. PE 058201 Madsen** MIA �DAQE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Budding Products Co. 8585 Duke Blvd. Mason, 011 45040 IMCMIEVMa 1ig JUL 0 3 Zppi IN tt Y: _._slSN 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 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: Sectional Garage Door 16'- 2" Wide. ✓ APPROVAL DOCUMENT: Drawing No. 101300, titled "Double Car W8 Hurricane Pan Door", dated 02/15/95 with last revision on 12/13 /06, sheets 1, 2 & 3 of 3, prepared by Clopay Building Products Co, signed and sealed by S. Hamilton, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the SVli imi -Dade County Product Control Division. MISSTI 1' 1MPAr'T.1XTING: Large and Small Missile Impact LAMING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: Miamm lade Count}iPreZuct Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this mitt shall be considered after a renewal application has been filed and there has been no change in the applicable buildint code t egatively affecting the performance of this product. TEAMIXATIO of this NOA will occur after the expiration date or if there has been a revision or change in the materials, uselanc'1%r manufaciure ot the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or anroMer purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for ter$iination and removal of NOA. MUTATION: ATION: 'Plus approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Not!ce orA cepta$ ce. 6: minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dadeeounty approved la % oratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall We to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 37200 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance 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- 1212.02 and consists of this page, evidence page as well as the approval document mentioned above. The submitted documentation was reviewed by Can i Font PE. d NOA No 06- 0227.04 / Expiration Date: March 26, 2011V Approval Date: January 11, 2007 Page 1 Clopay Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Drawing prepared by Clopay Building Products Co., titled "Double Car W8 Hurricane Pan Door ", Drawing No. 101300, dated 02/15/95, with last revision on 12/1306, sheets 1 through 3 of 3, signed and sealed by S. Hamilton, PE. B. TESTS 1. Test report of uniform static air pressure test per PA 202 of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Clopay 16' -2" x 8' 24 ga. steel garage door Model 94", prepared by Hurricane Engineering & Testing Inc, report No. ATLNC 1102.01 -05, dated 011/22/05, signed and sealed by D.W. Johnson, PE. 2. Test report of uniform static air pressure test Per PA 202of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Clopay 16' -2 "x 8' 24 ga. steel garage door Model 94", prepared by Hurricane Engineering & Testing, Inc report No ATLNC 0118.01 -06, dated 03/07/06, signed and sealed by D. W. Johnson, PE. 3. Test report of salt spray test per ASTM B117 on "3in by 5 in deep drawn steel panel" prepared by Twin City Testing Corporation report No. 30160 -04- 63365, dated .• 01/26/05, signed and sealed by J. D. Lee, PE. • • • .. • • 4. "it,t ;Tort of Tensile Test per ASTM E 8, report No. 7KM -1086, prepared by Q. C. •.... • Metallurgical Inc, dated 11/22/05, signed and sealed by F. Grate, PE. • .• • • • • • •• .. •. .. • • 'C. • CALCULATIONS • •„ „J. Cat u ulations prepared by S. Hamilton, PE, pages 1 & 2 signed and sealed .by M. W. • • • Igesgeffield, PE on 05/25/06. • • ;D' • • • ST4TJlfENTS. • "1. Code colnipliance letter issued by Scott Hamilton PE, dated 05/19/06, signed and sealed • by S. Hamilton PE. 2. No financial interest letter issued by Scott Hamilton P, dated 05/19/06, signed and sealed by S. Hamilton PE. E. QUALITY ASSURANCE. 1. Building Code Compliance Office. E -1 Candido F.fiont, PE. Senior Product Control Division NOA No 06- 0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 • FLORI1A OPY QLALITY TRUSS ° 7:6j�•::� � .... •••• • •• • • • •• a_c�L TEL: (954) 975 -3384 FAX: (954) 978 -8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 .•.• • • •••• •••• • • • •••• • • • • • •••• •• •• • •••• • • • • • • • ..•• •••• • • • • •••• r •••• •• • •• • • • .. Job # (0) • COUNTY IA � S .'I° )� "�;5, FL. TIOIKE RESIDENCE PROJECT NW KITH ST �l 4 kb� go ,�.Let�onls �K�l.1 VIGT 3.1WAG6 ao/JD$ Designer : ANGEL v � thl • • • •• • • • • •• • • •• • •• FL QUALITY TRUSS 3120 NW 16th TERRACE POMPANO BCH, FL 33064 _ Phone: 954 -975 -3384 Fax: 954-978 -8980 To: F &F CONST TRDIKE RESIDENCE MIAMI SHORES Delivery List Job Number: Page: 1 Date: 02-07 -2008 - 11:59:25 AM Project ID: 08038 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: ANGEL Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Load By: 1 Ti 10 -0 -8 K1NC�POST 4.00 0.00 1 -0 -0 1 -0 -0 • . '.••.• • • • •• • •• •• • • • • • •• •• •• ••.• • • • • • •••• • •• • • •• • • •• •• • •• • • • • • • •... •• • 0 • • •••• • • • • •• •• • .• • • • • • ••• • • • ••• • ••0 • • •• ••• . • • ••• • ••• • Job Truss Truss Type Qty Ply 0 0 08038 71 KINGPOST 1 1 Job Reference (optional) FL QUALITY TRUSS, POMPANO BCH,FL -1 -0-0 1 -0-0 5-0-4 4.00 Fir 5 -0-4 6.500 s Feb 5 2007 Mfrek Industries, Inc. Thu Feb 07 11:56:58 2008 Page 1 10 -0-8 4x8 = 8 5 -0-4 11 -0-8 1 -0-0 Scala =1:192 •••• • • • • •••• • • • • •• • •• • • • • • • • • • •• • • • •••• • • 3x4 = 5 -0-4 5 -0-4 • • • • • • • • • • •• • 10 -0-8 •3'4• • • • •••• • • • • • • •• eft • •• • • • • •• • • • • • • •• • 5 -0-4 Plate Offsets (X,Y): [3:0- 3- 0,0 -2-8) LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING l Plates Increase 1.33 TC 0.47 Lumber Increase 1.33 BC 0.23 Rep Stress Incr YES WB 0.04 Code FBC2004/TPI2002 (Matrix) DEFL in (loc) Iidefl Lid Vert(LL) 0.04 6 >999 360 Vert(TL) -0.05 4-6 >999 240 Horz(TL) 0.01 4 n/a n/a 'LAIIaS GRIP MT20 244/190 Weight: 36 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11 -7 oc purtins. BOT CHORD Rigid ceiling directly applied or 7 -7 -13 oc bracing. REACTIONS (lb/size) 2 = 636/0-8-0 4 = 636/0-8-0 Max Horz 2 -79(LC 4) Max Uplift 2 = - 522(LC 5) 4 = - 522(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 = 0/27 2 -7 = - 910/782 3-7 = - 781/790 3-8 = - 781/790 4-8 = - 910/782 4-5 = 0/27 BOT CHORD 2-6 = - 577/793 4-6 = - 5771193 WEBS 3-6 = 0/123 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL =1.33 plate grip DOL =1.33. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 522 Ib uplift at joint 2 and 522 Ib uplift at Joint 4. LOAD CASE(S) Standard OCTOBER 1, 2006 WEB BRACING RECOMMENDATIONS ST- WEBBRACE MiTek Industries Inc. 1 MiTek Industries, Chesterfield MO Pa X -BRACE . BAY SIZE MAXIMUM TRUSS WEB FORCE (lbs.) (See note 7) 24 °O.C. 48 °O.C. 72° O.C. BRACING A MATERIAL B TYPE C D BRACING MATERIAL TYPE A B C D BRACING MATERIAL TYPE' C D 10' -0° 1610 1886 1886 28'29 '11'41, *,- '4.' .•yam, r+ 7..,, 4. - I4 .1..c.? .�+",r,•'. -.•;'? 1°•,-.. c44' v,?z� 5:1.4.,t,,,..1..... 4,1:-.W.. >f • r ..'.' t-1, ;—....5, - �.-s°:P..t,. ?d1ttr Vin; 3ipa'' .,".: ;`�i?p .r . g. ..74..f, �q :: ?"Lr`y�',�ii,t.;»,.ii 'f. �• S.4,. 12'-0° 1342 1672 1872 2358 3143 3143 4715 4715 7074 14'-0° 1150 1347 1347 2021 �� « •'.e�a + q ._ .r wh %C °T , g, aeL. w °i °Yx'i: 'fan 1 r4.re " i,�esy�r> , :ra, +w Aires r ;a ' �i s. wx i4 - t`• mss... r a v.. t^$� °•r•° : *-i `r•1 -fr4o +', s 441;.,.kat X " ,, - x''•,� 'i•. {•4.: t y �3- y, s, eaS7. \ ti '+��� 15 -0° 1008 1179 1179 1788 nag 2358 • 2368 3636 • 18 -0° 894 1048 1048 1572 1414 i '+�,.° .s.%.,....,/, .,"..L•:•.4�„�^: -i- . ,,,,118. ' {, y {yt b. - ' r • 3143 ••• 4716 20' -0° 805 943 943 1886 1886 2829 • t : F : ° =1• � �" ` ay size matt De measured in between the centers of a pair of diagonals or x bracing. TYPE BRACING MATERIALS A 1 X4 IND. 45 SYP -OR- 1 X4 #2 SRIE (DF, HF, SPF) B 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SYP) Ci 2 X412, STD, CONST (SPF, DF, HF, OR SYP) D 2X 6 #3 OR BETTER (SPF. DF. FF, OR SYP) • • • GENERAL NOTES • • • • • • • 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF ANWOR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNEE ItVG SURSOIE0 • PROFESSIONAL • • • 2. mESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OPTHE WEB FORCE, •••• • 3. DIAGONAL BRACING MATERIAL MUST BE SAME 82 DE EANDGRAORSEWER .ASVIELATERALBRAO* •• MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT 8PfERSECT3MtEEMBEMBERS A T A P F R O X . 4 5 DEGREES A N D S H A L L BE NALEDAT E A C H END AND EACH ATE TRUSS YR emo (0.131129') POR 1x4 BRACES. 2-10d (tL131'z 31 POR 2x3 and yW BRACES, AND 3•10d (5.131•331 FOR 2ce MACES. 4. cON NECT LATERAL BRACE TO EACH TRUSS WITH lad (0.1319f2.5I NAILS FOR 1x4 LATERAL BRACES? • 2.154 (0.131131 NAAS FOR 2x3 and 2x4 LATERAL M AND 340d (0.131%31 FOR 2xe LATERAL BRACES. LL LATERAL BRACE SHOULD BEI CONTINUOUS AND SHOULD OVERLAP ATLa 3r ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDmONILL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT D8&BBTEMPORIRY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND ECM 1.03 GUIDE TO GOOD PRACTICE FOR BANDLNG, INSTALLNG SBRACNG OP METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA =MUSS PLATE O0TITUTE, wawamadtmascam L REFER TO SPECPIC TRUSS DESIGN DRAWING FOR WEB SIEMBER FORCE. 6. TABULATED VALUES ARE BASED ON A DOL a 1.15 FOR STABILIZERS: FOR A SPACNG OF 20 C.C. ONLY. MITE( 13TABSIZER. TRUSS BI A=NG SYSTEMS CAN BE SUBSUMED FOR TYPE A. It CARD D BRACING MATERIAL CROSS BRAG= FOR STABILIZERS ARETOSE PROVIDED ATBAY SZE I.IDICATEDABOVE. INHERE DIAPHRAGM BRACHIUM REQUIRED AT MOH BREAKS.STASIUMRB MAYBE REPLACED WITH WOOD BLOCKING. BEENETABIUZER' TRUBBBRA= INSTALLATION GUIDEAND PRODUCT SPECIFICATION. DIAGONAL BRACE X BRACING (REQUIRED FOR 72°O.C.) FOR 24• AND 48' O.C. SINGLE DIAGONAL 13 SUFFICIENT. (One leg of X- bracing shown dashed for drawing clarity. This leg wM require horizontal bloctdng next to the top and bottom chord so it attaches to the brace plane.) This information iss provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may stiff be required for the stability of the overall roof system. The method shown here Is just one method that can be used to provide stability against web buckling. TRUSS WEB MEMBERS Horizontal Blocking •• •••• • • • ••• • • 1•• • • • •• • • • • 1••• • • o1, w� of m7,co .0 teo 05) '++ 0 c ,� E 0 l� =E z Nailing Pattem co w co z T -Brace size CO co `0 • HIB ®91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilifyofiheinstal lerTuilder.buiidi contractor. lcensedcontractor. e_rectoror erection contractor) to properly receive. unload store. handle. install anct brace metal plate connected wood trusses to protect life and om erty. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architects or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel In the wood TRUSS PLATE JNSTJTUTE • • • • • • 683 D'Onofrto ®R, Sut•200 • • • • • Madison, ViIlscon's,'n 5.f119 :' • • • • • (608) 833- eln • • • • • truss industry, but must, due to the n •d'f'tesponsbilits involveMa% presented as a guide for the use of a qualiilg btliltl jig des destatin Qrmstader.'fhus, • the Truss Plate Institute, Inc. expressly disclaims/any respensibility for damages • arising from the use, application or relief vra the recommendations, end, •' information contained herein by building desjg,p4•ttlstallers df>tibeigrs. Comte, • • CO by Truss Plate Institute, Inc. All rightsrgerved. This docujnent or any pall • thereof must not be reproduced in any form 1,g/flirt written jermlssion of the • publisher. Printed in the United States of%imeric •' "• I TRUSS STORAGE 8' -10' Frame 1 • • or less 1 I I 1 Approximately Approximately '/: truss length 1/2 truss length Truss spans less than 30'. Spreader Ba�� Toe In Toe In Approximately 1/2 to ;$ truss lens. Spreader Bar Toe In Less than or equal to 60' Tag Line Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to cant' the weight of the truss. Each truss should be set In proper poshion per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing Is installed. Tag Line Toe In Approximately '/a to 3 truss len r h Less than or equal to 60' Tag Line Tag Line Strongback/ SpreaderBar At or above mid- height Tag Line • • • • • , • • •••• • • •••• 8' .'s_ • Strongback/ SpreaderBar •• • •• larinIONIM • • • • • . t ••• •'i &% jruss lejlgth • • • • • • Sie•ater than • • • • • • • • •• • r�� 10 • • • ••• ' 1 1Ijj\ k !A IMr- ••• • •• • .• • • • • • • • • • Approximately a/s 10 3/4 truss length Greater than 60' • Frame 2 12 --i 4 or greater �' N J►`t[ ■1\ DF - Douglas Fir -larch HF- Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce - Pine -Fir Continuous TopeRor&. atergllrace • • • • Required • • • • 41e•or Greater • • • •••• • • • •Attachment- • • . Required e' 1 • • 0 Top chords that are laterally braced can buckle togetherand causecoliapse tither* land diago- nal bracing. Diagonal bracing °hould be nailed to the underside of the top chord when purfns are attached to the topside of the top chord • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • •• • • DF - Douglas Ftr -Larch HF - Hem -Fir SP - Southern Pine SPF.- Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. 12 5T- �J•A■rar: _ /I7I�J ��l AIM/ JIM/ 4war . / /"R I111111/r'� IPPIv ANN. %NO /Air =il;� k,, Ar 4111■41111111 41), 1014■PrirrAlliligrAllimir;orAMPerAllillwrAmillur,`:"' —\� Frame 3 Top chordethatare laterally braced can buckle togetherandcausecollapse Inhere bnodlago- nal bracing Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord ---1 4 or greater Over 32 - 48' Over 48' - 60' Over 60' 4/12 4/12 15' 15' 10 7 4 See a re! Istered ;•rofesslonal engineer DF - Douglas Fir -Larch HF - Hem -Fir • • • • • •• • • •••• • • •••• SP - Southern Pine SPF - Spruce - Pine -Fir •••• • • •••• •• • • • • • •• • • • All lateral bram...: lamed 331 Ieasr2 trdsses. • • • • • • • •• • • • • •• • • • • • Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Cross bracing repeated at each end of the building and at 20' intervals. r- Permanent continuous 0�. - lateral bracing as specified by the truss engineering. Frame 4 • Top chords thatare laterally braced can buckle togetherand causecollapse if there Ia no diago- nal brachtg. Diagonal bracing should be nailed to the underside of the top chord when purgns are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10° or Greate DF - Douglas Fir -Larch SP - Southern Plne HF - Hem -Fir SPF - Spruce -Pine -Fir Attachment/ Required •••• • •••• •• • • • 30° or greatr;r • • • • The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. End diagonals are stability and must be dup both ends of the truss system. • • • •• • • • • • • • •• • • • • • • •• • Top chords that are fitly braced can buckle togetherandcauaecollepseiftherebtx1 diago- nal bracing. Diagonal bracing shouldbsnslad to the underside of the top chord when purling; are attached to the topside of the top chord Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required - 3p'(Des1 End diagonals are stability and must be dup both ands of the truss system. Frame 5 31/U x X Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing, Over 54' 4 See a re • !stared • rofessional engineer DF - Douglas Flr -Larch HF - Hem -Flr SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. 12 —13 or e• greater Ajhiete ,al braces lapped at IeasiDF•:. tiks , • • •• • • • • • Top chords thatare laterally braced can buckle togetherand cause collapse Inhere land diago- nal bracing. Diagonal bracing should be netted to the underside of the top chord when purttno are attached to the topside of the top chord. PLUMB Truss Depth D(In) t�/p 11 Maximum Misplacement Lesser of 0/50 or 2° Plumb Une OUT -OF -PLUMB INSTALLATION TOLERANCES. ± +/Y — -1" L(In) Length L(in) BOW t Lesser of 11200 or 2" L(In) ........ .... : :. »::! ::.................. ... Lesser of 11200 or 2° 50" 1 4° 4.2' 100" MI 8 3' 150" 3/4" 12.5' Length L(in) BOW t Lesser of 11200 or 2" L(In) ........ .... : :. »::! ::.................. ... Lesser of 11200 or 2° OUT -OF -PLANE INSTALLATION TOLERANCES. Frame 6 200" 1" 16.7' 250" 1 -1/4" 20.8' 300" 1 -1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. Frame 6 • •• • • • • BUILDING CODE COMPLIANCE OFFICE (BCC()) PRODUCT CONTROL DIVISION . -NOTICE Off` ACCEPTANCE (NOA) Transparent Protection Systems, Inc. 6643 42"d Terrace North West Pahn Beach, FL 33407 • MIAMI DADE COUNTY, FLORIDA METRO DADS FLAGLER BUILDING 140WTESST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 • SCOPE: • - This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation•submittcd 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 (b i Miami Dade County) and/or the AliJ On areas other than Miami Dade County) reserve the ri bt to have this product-or material tested for quality assurance purposes. If this product or material fads to perform in • . • the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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 bedding code. This product is approved:as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. ... • ` 5XSCRIPTION: gear Polycarbonate StormPanel Shutter ..1.PP110:tiAL'OCUME14T: Drawing No. 04 -342, titled " Clear Polycarbonate Sto__i"anel , sheets 1 through ' ...3 of 3, prpiretby.Knezevich & Associates, Inc., dated. June 30, 2004, last revision #1 dated July 26, 2004, signed -• and sealeny v. J. Knezevich, P.B., bearing the iamiDade County Product. Control Revision stamp with the ! •.wee of •?l .titance number and expiration date by the l iiamit Dade County Product Control Division. • • . VISSILXIM PACT RATING: Large and Small Massie Impact . • . • : L+ABF NOrEach panel shall bear a permanent label with the manufacturer's name or logo, city, state and the'. • .: • fo1lowin 'st nt. "Magi-Dade County Product Control Approved ", unless otherwise noted herein. • • • • �a..-ss-.r,.a -ratyA • .,.change 141ti1ea plicab1cb Code a il0' building negatively affecting the performance of this product- • • •••likR1VIINATION 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. . A.DVERTJSEIIRENT: The NOA number ' . preceded by the words MiamiDade 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 ltr t -re+e- e,_� � ., .• • . «3.a •• •. ,�I Vic!: 6'C`: EE;A:- p'Q:.,1 and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA. # 000524.14 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E. 4 oq /ot/too(. NOA No 04-0413.03 Expiration Date: 07/19/2009 —Approval Date: - 09/02/2004 Page 1 • .. $ Transparent Protection Systems, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 00- 0524.14 A. DRAWINGS 1. Drawing No. 00-246, titled " Clear Polycarbonate Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 14, 2000, last revision #1 dated June 7, 2001, sheets 1 through 3 of 3, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Clear Polycarbonate Storm Panels, prepared by ' Construction Testing Corporation, Report No. 00-045 dated October 31, 2000, signed and sealed by Yamil G. Kurt P.E. Report on panel thickness of ClearPolycarbonate Storm Panel, prepared by Construction Testing Corporation, dated April 9, 2001; signed by George Dotzler. 3. Test report on Self Ignition Temperature, Rate of Burn, 'and Smoke Density Tests of Clear Polycarbonate Storm Panels, prepared by ETC Laboratories, Inc., Report No. ETC-01 -753- 10724.0 dated June 13, 2001, signed and sealed by Joseph L Doldan, P.E. 4. Draft Test Report on 900 hours of the 4500 hours exposure of the Accelerated weathering of Clear Polycarbonate Storm Panels, prepared by PRI Asphalt • :. `•. Technologies, Notification No. PRI01041, dated June 13, 2001, by Don Portfolio. •.• ..• • •••.. •••• •. ..SALCULATIONS . • •••• • .1. • Anchor analysis and shutter calculation, dated through 38, prepared December 14, 2000, Pages 1 ▪ • • • • g . p epar . by Knezevich and Associates Inc, sa • signed and sealed by V.J. •`• • •. . " ". Knezevich, P.E. • .... • • • • • .•• • .• • D. ..:MATERIAL CERTIFICATION • ..•• 1 • •••• -M- Apo; ._ _.- ._ ._. with comparable data between Lexan Sheet 9034 and Lexan resin 103. 2. NEW EVIDENCE SiJBMrrri?D A. DRAWINGS . 1. Drawing No. 04 -342, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated June 30, 2004, last revision #1 dated July 26, 2004, signed and sealed by V. J. Knezevich, P.E • E -1 7•/137% Helmy A- Makar, P. E. Product Control •Examiner NOA, No 04- 0413.03 Expiration Date: 07/19/2009 ----- A- pproval Date: 09/072004 Transparent Protection Systems, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. ... .. • • • O. • . • • •••• • • • • . • • .... • • • • • •• ..•. ..... C. CALCULATIONS L Anchor calculations dated June 30, 2004, 20 pages, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, F.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CL.K'17FICATIONS .1. None: • .. .• • • • • • .. .... • • • •• • ••.• ••••• • • E -2 lids? 4. /1/6/4"\-- T$eImyA. Mahar, P. E. Product Control-Examiner NOA No 04-0413.03 Expiration Date; 07/19/2009 Approval Date: 09/024004 BUILDING CODE COMPLIANCE OFFICE (BCCO) . PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Company, Inc. 6865 N.W. 36th Ave. Miami, FL 33147 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.miamidade.aov 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.035" (min.) Steel Storm Panel Shutter Systems APPROVAL DOCUMENT: Drawing No. 05 -343, titled "20 ga. Steel Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 28, 2005, last revision #1 dated July 12, 2006, signed and sealed by V. J. Knezevich, 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 ControiApproved ", 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- 0712.03 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & E -2 • as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. �� 03/o f /2„007 NOA No 06- 0928.05 Expiration Date: 02/16/ 2012 Approval Date: 03/01/2007 Page 1 Hurst Awning Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS 1. Drawing No. 95 -331, Hurst Awning Co., 20 gage, "Steel" Storm Panels, Sheets 1 thru 6, prepared by Knezevich & Associates, dated 6/09/95 with Revision No. 6, dated 07/17/96, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga galvanized steel storm panels, prepared by Hurricane .Engineering & Testing, Inc., Report No. HETI- 94 -312c, dated September 23, 1994, signed and sealed by Hector M Medina, P.E. 2. Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94- 317b, dated September 27, 1994, signed and sealed by Hector M. Medina P.E. 3. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga galvanized steel storm panels, prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -401 b, dated January 17, 1995, signed and sealed by Hector M. Medina, P.E. 4. Test report on Large Missile Impact and Uniform Static Air Pressure Test of "20 ga steel" storm panels, prepared by Construction Testing Corp., Report No. CTC -95- 021, dated June 9, 1995, signed and sealed by Christopher Tyson, P.E. 5. Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -95- 031, dated August 31, 1995, signed and sealed by Christopher G. Tyson, P.E. 6. Test report on Uniform Static Air. Pressure Test, Large Missile Impact Test, Cyclic Wind Pressure Test prepared by. Construction Testing Corporation, Report Nos." CTC -96 -006 and CTC -96 -0068, dated March 7, 1996, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Anchor analysis. dated 7/03/95, Pages 1 through 24, prepared by Knezevich & Associates, Inc., signed and sealed by V..J Knezevich, P.E. 2. • Anchorage Calculations for 12 additional details /conditions, Hurst Awning Co., Inc., dated 9/19/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J, Knezevich, P.E. 3. Comparative Analysis and Anchorage Calculations for 20 Ga. Steel Storm Panels, Hurst Awning Co., Inc., dated 04/03/96, pages 1 thru 31 of 31, revised on 07/18/96 pages 1 thru 40 of 40, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. E -1 elmA. Makar, P.E. M.S. Y > Product Control Examiner NOA No 06- 0928.05 Expiration Date: 02/16/ 2012 Approval Date: 03/01/2007 Hurst Awning Company, Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATION 1. Mill Certified Inspection Report issued by RA UTARUUKKI OY dated 12/31/94 with chemical composition and mechanical properties for galvanized steel, ASTMA446 -93. 2. Certified Tensile Test Report from independent lab QC Metallurgical, Report Number SFM -1307 dated 6/14/95 for 20 Ga. steel. • 3. Certified Tensile Test Report from independent lab QC Metallurgical, Report Number . 6DM -1044, dated 04/24/96 for 20 Ga. steel. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 98- 1021.03 A. DRAWINGS 1. Drawing No. 98 -218, titled "20 Ga. Steel Storm Panel", prepared by Knezevich & Associates, Inc., .dated September 30, 1998, last revision #2 dated January 4, 1999, sheets 1 through 8. of 8, signed and sealed by V. J. Knezevich, P.E., on January 6, 1999. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 gage storm panels, prepared by Construction Testing Corporation, Report No. CTC-98 -044, dated September 8, 1998, signed and sealed by Christopher G. Tyson, P.E. C. • CALCULATIONS 1. Revised anchor calculations, dated September 30, .1998, sheets 1 through 33, by Knezevich and Associates, Inc., signed and sealed by VJ. Knezevich, P.E. on October 7, 1998. 2. Revised anchor calculations, dated January 6, 1999, sheets 1 through 6, by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E. on January 6, 1999. D. MATERIAL CERTIFICATION 1. Mill Certified Inspection Report, dated 05/13/98, for Galvanized Steel, ASTM 653 by R R Metals with chemical composition and physical properties 2. Tensile Test Report from Certified Testing Laboratories, report # CTL -800D, dated 09/03/98 for galvanized steel, signed and sealed by Ramesh Patel, P.E. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 1224.01 A. DRAWINGS See NOA 98- 1021.03 B. TESTS See NOA 98- 1021.03 E -2 irre—my A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 0928.05 Expiration Date: 02/16/ 2012 Approval Date: 03/01/2007 Hurst Awning Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS See NOA 98- 1021.03 D. MATERIAL CERTIFICATIONS See NOA 98- 1021.03 E. STATEMENTS 1. See NOA 98- 1021.03 2. Letter from Hurst Awning Company, Inc., dated 10/18/01, stating that the engineer who performed the review of the product is still in the engineering business and that the product has not changed. F. 0 '1'HLR NOA 98- 1021.03. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.11 A. DRAWINGS See NOA 02- 0315.11 (General Notes) . TESTS See NOA 01- 1224.01 C. CALCULATIONS See NOA 01- 1224.01 D. MATERIAL CERTugcATIONS See NOA 01- 1224.01 E. STATEMENTS See NOA 01- 1224.01 F. OTHER See NOA 01- 1224.01 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #05- 0712.03 A. DRAWINGS 1. Drawing No. 05-343,. titled "20 ga. Steel Storm Panel", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 28, 2005, last revision #1 dated July 12, 2006, signed and sealed by V. J. Knezevich, P.E. B.- TESTS 1. None. elm P.E. yA.M akar , M.S. Product Control Examiner NOA No 06- 0928.05 Expiration Date: 02/16/ 2012 Approval Date: 03/01/2007 E -3 Hurst Awning Company, Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C; CALCULATIONS 1. Revised anchor calculations, dated June 10, 2005, pages 1 through 49, prepared by Thornton - Tomasetti Group, signed and sealed by V.J. Knezevich, P.E. on June 10, 2005. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. ' CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERMICATIONS 1. None. E -4 my A. Makar, P.E., M.S. Product Conttol Examiner NOA No 064928.05 Expiration Date: 02/16/ 2012 Approval Date: 03/01/2007 design by VIK , fOlvin by 1. MCR, 41/47 O a 0 • •o •1 • 1 • 0 .a z 0 • • • • •V M • - • • tr o• i a c 0 w A b m O d ti n: • • Print Information: 12 .-t1 11 = .055" t2 = .076" HEADER -CLG. OMOUNAEDSIZE 8St1ee>'creath Pat-42stute ( 0 "-aiZ.Z.a 0 1u1m 1 0 N t t2 12 1.193" rn t1 t 9 12 = .076" 0 ®DERWAL..LMOUNTED ADAPTER SLAT SCALE: HALF SIZE 4.534" OTYP CCA LEHALF SIZE 1HOie� tst 0 0 O N sts '0 0 O t1 i 3.840" MAX. .125" 1.840.' .1 07 11 .055" 12 = .076" t2 .326" .875" 90° TYP.2) t3 )�� .483" ut N 2 915 2 600" t1 .840 ' D �r4 • (TYP. 2) .620" 2a BUILD-OUT IWALL HEADER 2.775" m 0 0% tV .248" 0 :285 I " tLb`' • • • t THESE - • .060" • • • • • • THE PI7 PR OVAL SET FOUR THE ISSUANCE REPRESENT A NOTICE OF ACCEPTANCE (NOM COME 200 £ COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING • • • • 2. TV ./GRIP; THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE - • AF Jw14! DOCUMENTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE •• F•RANALYSIS. •••••3. DEtE • y THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING WINO • • • • Tl ETJTTCCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING • • :Do BU NO CODE 2004 A DIRECTIONALITY FACTOR OACCORDANCE HALL BE USED LOA THE %t! APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR•4110- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM: • USE±ESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OFJ HEJJ ORIDA ADMINISTRATIVE CODE. 6. T ` APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR • • • • - PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED •'• • • . • • • HEREIN AND THE CONTRACTOR - VERIFIES THAT THE EXISTING STRUCTURE DOES . i - NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES • DETAILED HEREIN. • 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL V010 0 THE APPROVAL DOCUMENTS. 8. WI1�EN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL c BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONSSOCUIMENTS, THE 0 A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT 14HICH DETAIL PRODUCT ENGINEEDEVIATION. O EIEW ASIA DOCUMENTS TO THE BUILDING OFF TO OFFICIAL HIS/HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL, DIVISION. WHEN T L E CTPTE ILINO FCAZO AREAS ONLYY OP DEVIATIONS LB OCCUR BY THE OFFICIAL 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING COMPANY. INC. MIAMI-DADE COQN y FLORIDA APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. <- • 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, to 4 OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. to 0 POP RIVETS TO BE 3/16 "0, 5052 ALUM. ALLOY. U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5.755,270. •••• • • • • • • • • • • 4. • . • • • 5. • • • ••• • 60" it 4 *060" i 2.420" .945 600" 620' t3' 111 t1 2 t2 t2 .752' t1 = .055" t2 = .076' .t3j)6. �SCALE: LL-WHAA'SMOUNTED .050" .025 (TYP.) 1 1.250" 1 SW L END SLAT 1.250" � ADJ. SHLL ALF -TIP E ADJ. SILL -BOT, SCALE: HALF SIZE ALTERNATIVE ADJ. SILL -BOT. SCALE: HALF SIZE OSCCAALE HAL SHAT 3.465" 3.267" 510" 0" Ip b ^i :285 "IbO_ v t0 C•4 M CENTER-MATE 1 SCALE: HALF SIZE 40 fV ANGLE SCALE: HALF SIZE 0 CENTERLMATE 2 SIZE STAINLESS STEEL 01 � -HOLE ASSEMBLY _320 " NaY%ETED LON WHEE )N 058 PLACE 1.100" .251" • TYP. AT EVERY OTHER INSIDE JOINT AT TOP. ()ROLLER ASsSZ MBLY SCALE: HALF 2.373" /--- -.472" I.O. .158" 44," -.612" 0.0. 40 151° ----� 1.350" SOO" (OPTIONAL) ()LOCKING F CLIP TOP 230" MAX. BOTTOM CARRIER BUSHINGS SCALE: FULL SIZE .080" 250" .949" 1.391" 1.891" Z sCCEANTERLMATE 1 MY LOCKINGROOj SIZE .485" 15" m 0 ri 60" 45" 6 CE LNTER MATE 2 (WI LOC10.NS ROD) .2- 0" MAX. °ISERT SCALE: HALF SIZE °LOCKING ARM SCALE: HALF SIZE t1= .055' 12 = .076' FLOOR MOUNTED 6 . SCALE: HALF SIZE BUSHING ( NYMLAN GNMENT SCALE HALF SIZE t = •200.. INSIDE HANDLE SHIM tNYLONI SCALE: HALF SIZE ?ROLUC'T c.EV SED as f0'G.- p;y55g Ts 2!8 X18 itale No o, - 03Z$ ,1 s % Avian 1t .$ O ai 24 08 1l e O Di-g431:4 401.1 C;1'. -zh.4 W 1-- nc z 0 A cc 0 U O r 11-- I VJ KnezeviCh F License e s 4o 0013 $ v 8 .4 04, �o� :o IntG c:-. B. 6 NCI E cc I VI mee e i 0i 0) 0) s- 0 a N es v 2006 O C 0 0 04 4 h O 4t r m O '0 O 1t 0 0 Un 09/14120051 sok AS NOTED checked by VIK, 06 -341 sheet 1 of 71 l `IVIK I 0) 0 >n .0 M 0 • o 0 U Z 4 Z Q vs csI 4 �Z Z CC '- la H w rto Z w 4 Xti) E • •• • • • • • • tsi •••••. 1 • 1 •••••• •• (w 000000 ••••• .� •••• • • - , •• •• 00000 • O • • a= •••••• c. • •••••• r0 • •• ••••. .•••• ••••• • • • • • • • • • • • • • • • m ••• • • ° •••• •000000 • tn •••• • H 1 • oo a • i SECTION LOP TRACK 111 PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE a: Print Information: BOTTOM TRACK LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL. ELEVATION N.T.S. ASTENtR@ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). • • it,tea • •••. • • •••• 000000 • •••••. • • •• • • • • • MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. USED WITH PIECES 0 AND 00 LOCKING PIN - SCALE: 1.-1/2" = T-0" FASTENER 1 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY. ACCEPTABLE ANCHOR). rItLHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' NYLON HANDLE (DOES NOT REP[ACE SINGLE ARM LOCIQ OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCK N.T.S. 2" MI (TYP.) 0 (TYP.) 6 -1/2" SINGLE ARM LOCKING MECHANISM I SHUTTER R LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TYPICAL PLAN VIEW SCALE: 3" = 1' -0" 3/ 4" MIN. EE FASTENER SCHEDU E/ t .1 -1/2" MAX. • CID E]C9] r x 1" x 1/8" ALUM. ANGLE W/ 3/16"95 POP RIVETS @ 6" O.C. SSEFIBLY PTIONAL ACCESS HOLE XISTING STRUCTURE OPTIONAL JOINT BETWEEN DRILL S /8 "0� HOLE FROM REMOVABLE B TW BETWEEN BOTTOM OF EXTRUSION I4 FIXED L BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING sEC11oN s REMOVABLE FLOOR TRACK DETAIL SCALE 3'•= V— 0" NYLON HANDLE CARRIER BUSHING ILA! 12 7/16" O.D. 0.63" LONG NYLON BUSHING 2 ��� 11111111111111111\ 0 (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON' STEEL W/ XYLAN 5200 FLUOROCARBON COATING & ..460 "0> x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.D. x 0.90" LONG NYLON • 014 BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL. • W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) N.T.S. SCREW BUSHING EBLROL.`LER( SCALE: HALF SIZE . AST NER[� 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0 (TYP.) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. IL itM �OLE W! • FASTENER t 24" O.C. (SEE ANCHOR SCHEDULE 2" MI FOR ANY ACCEPTABLE 1 ANCHOR). EXISTING/ GLASS Z D 0 U I- z oz O � o� o0 N w t U 0 0 Uf. V v O CC W 1•— z I O U 0 MENNIMIIMINIONMENEST Irada1'i� r7 nri_*`� Illy SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 3/4" MIN. EE FASTENER SCHEDU /t 1 -1/2" MAX. T 1 1 I 1" X 1 " -x 1/8" 3/16"0 POP ?tat( VIEW GD ■ 0 (TYP.) 6 -1/2" 100' OPTIONAL PLAN VIEW . SCALE: 3" = 1' -0" SSE1LY PTIONAL LOCATION •C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING STRUCTURE JOINT BETWEEN REMOVABLE AND FIXED SILL SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECt1OH T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 '= 1'— 0" MD etl1f e.4:'%Ts'' 1 V J. Knezevich Professional R. License .10983 Engineer. /00f PRODUCT ROME) A C'ro-Or, .01 Qg . tAlealdDe Diets ate ,. d Ce . BUM Ellin COM 0 09/14/2( scie AS NOTED [drawn hi (wee d:ar mg m. ' 06 -34 kheet 2 0 E v- o O . 1 • • •.•.•. • • b 0 1 "o •O • ,m • 'o • • • • • 'i ....•• • •••••• to • •. • • 0 ••• • • • •..• • w SEETABLE 2 ••• ,•• ••••• •••• • •••S • .••• •• • • • • • • •• OR DOOR w 0 w 1-t Y. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY TYP. EVERY OTHER P N �� 1 /4" MAX. Z <c - aw so ..m w uuU 1 KUL I URE. SEE ANCHOR SCHEDULE, TYP. Ea • Ea. Lxt51ING CONCRETE. MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING USE TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) Q CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ 1M'L�! 1` 2�"TYP__A. - UT @ 12" 0.C. (TYP., TOP rill — "`.-:4&BOTTOM) n 1/4" w MAX. EXISTING CONCRETE MASUNKY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 0 0 17 m 1/ SEE TABLE 2 ORADOOR J 3/16 "0 POP RIVET 4� OR #12 TEK SCREW • @ 6" 0.C. (TYP.) Q 4& ASSEMBLY OA 1 • "x1 "x1/8" w ALUM. ANGLE N W/ 3/16 "0 POP RIVETS @ 6" 0.C. 1/4" MAX. C2 CONNECTION WRE REFERENCE ANCHOR. SCHEDULE FOR MAX. SPACING 5/8'1 MAX. WALT_ MOUNT SECTION *SCALE: 3" • • • EXIST1NG CONCRETE, MASONRY • • OR W000 STRUCTURE. SEE • • ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR - SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT. 11 CONT. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16 "Sti POP RIVET @ 6" 0.C. (TYP.) 1/2 ". -. .. 1/2" EDGE DIST • 1/4" MAX. w 0 W PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CONNECTION R FE SCHEDULE FOR MAX. SPACING MOUNT SECTION ®�IUNG1INS'DE SCALE: 3" = 1' -0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS E TWO 2" x S" AL. ANGLES (SEE SCHEDULE 1 TYPE C) . /8" MAX. OBUILD-OUT MOUNT - SECTION SCALE. 3 = 1 0 1 " •1/4" MAX: ORADOOR T- --1/4" MAX. 0 TOP & BOTTOM 111" 3" EXISTING CONCRETE, MASONRY OR W.000 STRUCTURE. SEE • ANCHOR SCHEDULE, TYP. EXISTING-WOOD TRUSS OR RAFTER ® 24" MAX. O.C. 114 -20 MACHINE BOLT W/ NUT @ 12" 0.C. (TYP., TOP & BOTTOM) • -1/2•• 1: 5/8" ROLLER - ASSEMBLY �;; TYP. EVERY OTHER !:AII 1/2 � - Pit/ C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING WOOD OR STUCCO FINISH MATERIAL TYP. TOP • BOTTOM 11 CONT. TWO 114 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @ 12" 0.C. (TYP., TOP & BOTTOM) SEE- TABLE 2 • 1/4" MAX 1/4" MAX: 1 -1/2 -1/2 1/2 Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 8 -1/V SPACING 1/4" MAX. 5/8" MAX. QBUIW-OUT MOUNT SECTION SCALE: 3" • 1' -0• 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS, PLATE W/ THREE WO WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. 1114 SMS na 24" O.C. MAX. 11N BETWEEN TRUSSES 0 \ 9-3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPANG 1/2" wr CONT. EMBED. 1/2" 0 CONT. 11 CONT. 5/8" MAX. NOTE: 1/4" MAX. •0 BOTTOM MOUNT DETAIL MAY BE USED AT TOP. ®BU1W-OUT MOUNT SECTION SCALE: 3" 1-0" w 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. 1/4" MAX. ®BULD-OUT MOUNT SECTION SCALE: 3" SEE TABLE 2 EMBED. w 1/1 1/4" MAX. VEGOUCT es earolylmis tis4 Hedge fe2a4 a:? 1 CC Ill I— co 0 cc 1 C4 CONNECTION TYPE'e::ra! s�'� REFERENCE ANCHOR 'WV' SCHEDULE FOR MAX. 1 C d2 SPACING ACTS a %)Ob- O3Z$.Oj -a moo: A43,%Zoo$ EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. WOOD SOFFIT 1 �FLOOMOUNT SECTION R SCALE: 3" .1-0" T:nezevich Psofessiong Water raLIceor H,„ .tan; 2001 • V''.- z?tWcr 09/14/21 1AS NOTED 1( *'""a, brvlt( 06-34• sheet 3 0 M 0 cv t) 0 '.i M Co v 0 • • O 000000 • K3 •••••• • • . • •0000• ••••• •i • • 00000 o • • • • i 0.00•• . • • • EM TWO 3/8 "0 POWERS CALK -IN @ 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KS1 CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "1 ELCO CRETE -FLE @ 3" 0.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE J 4 4063 -T6 'ALUM. ANGLE 1 -1J4 f- DETAILS THREE-1/4"0 THRU BOLTS 1 MIN. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & .MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (x.12" O.C. USE THRU BOLT OR ACCESS BOLE AS SHOWN IN DETAIL 1/4" MAX. . •• • • e •• •••• • • •:•• • •••• • •• •• • • • ••••• e • • • •• • • • e•• • • 0000• • •••• OR 000R DRILL 7/16 "t6 HOLE DRILL. 5/16 "ck HOLE 1.13" 3.75" ALT. LEG DIRECTION SEE TABLE 2 ALUM. BEAM& • SHUTTER SCHEDULE DESCRIPTIONiSHUTTERI BEAM SPAN SPAN 2" x 5" Tw = .125" Tf = .125" ,2" x 8" ryr = .072" • 1• Tf:= .224". • • • • '• • ••2•`x9" 'IV= = .072" • � •VV6 .224" ••• • 0 0 E c 0 OR DOOR SEE TABLE 2 C w %0 1 q Nz X< < VI 1 ANGLE DETAIL USING CALK-IN ANCHOR SCALE : 3 "= 1'- 0" DRILL 5116 "0 HOLE too' PLYWOOD AND STUCCO FINISH .5/8" MAX. 5' -0'. 9' -S" 8' -0" 8• -1•• 10'= -0" 7' -6" 5' -0" 14' -0" 8' 70" 11' -6" 10' -0" 10' -4" 5' -0" 1S' -5" 8' -0" 12' -5" 10' -0" 1V -2" 0010•• • • •. •OR 000R •• •• • • • • • (MAX. DESIGN LOAD *72 PSF) TOP SUPPORT BEAM DETAIL SCALE: 3' c 1' -0" NOTE: 1. USE BEAjSCHES2,ULE FOR DETAILS 1(3 ANt1()J . 0 0 2. SHUTTER SPAN TO BE LIMITED . TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM c_OF SUPPORT • TO c_OF SUPPORT. SEE TABLE 2 TWO 3/8"c6 POWERS CALK -IN e 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KS! CONC. WITH 4 -1/2" MIN. EDGE DIST, OR FOUR 1/4 "0 ELCO CRETE -FLE @ 3" O.C. W/ 1 -3/4" EMBEDMENT 8,2-1/2" EDGE DIST. IN EACH ANGLE 'C- N <cl-- tuiDOCCo 3/16 "O POP RIVET OR #12 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR . BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & • NUT {3 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF. 'BEAM OR USE THRU BOLT AS SHOWN IN DETAIL Tw ACCES HOLE STRUCTURE MAX. 3.00" ANGLE DETAIL.USING CRETE -1iLEX ANCHOR SCALE : 3 "= 1'- 0" SEE TABLE 2 w vo 1- 1 ✓ Zo X II Xla Qn Z 1 1 1 2" 3" x 114" 606K3 -T6 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD *72 PSF) ()BOTTOM SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" 11/2" 11/2" 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT (off 12" 0.C. PROVIDE 1 "0 ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW al 24" 0.C. MAX. W/ 1 -3/4" PE R. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD *72 PSF) OWALL MOUNT SECTION - USING ALUM. TUBE. SCALE: 3" =1' -0" • EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. a. a. ,,,r.:, ...„ '4 _.,,, ..........-Iii . J !t O SEE TABLE 2 OR DSOOR \ilk 3/16 "40 POP. RIVET OR #12 TEK SCREW @ 6" O.C. (TYP.) & SSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ®CEIUNG1INSLDE FOR W000 PLATE USE 114 "0 MOUNT SECTION S.S. LAG SCREW W/ 1 -3/4" SCALE: 3" =1' -0" PENETRATION INTO WOOD PLATE @ 12" O.C. 5/8" MAX. C4 CONNECTION TYPE' REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING V.J. xnezevich Psofessiooal Engineer 1. Dame No.:PE 090 2006 3/16 "0 POP RIVET @ 6" O.C. (TYP.) DGE DIS TWO 1/4 "0 S.S. LAG SCREW PLYW.000 AND ( 24" O.C. MAX. W/ 1 -3/4 ". STUCCO FINISH PENETRATION STUDS IN CENTER OF 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD *72 PSF) 5/8" MAX. WALL MOUNT SECTION - USING 2" x'6" P.T. WOOD PLATE K SCALE: 3" = 1' -0" RECWInk PRODUCT {FM atifflaaCet.F. t.: x:tPo 0822 01 Jh. O's•,i.at1 ? 2114 Asx•wt t No O>'Ci ' O xpiied *i MAX. a 09/14/2C ASS NOTED r "' b! L VIK1 06-341 ( sheet 4 • •• • • • • • • . • 000000 •• •• • • •••••• •••• • • •••• w ,)L HIV r ANCHOR IN ANCHOR SCHEDULE) 410 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. 1 "x1 "x.055 "•1 "x2 "x.055 "• 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x..125" AL. ANGLE P L E NEG. 1 DESIGN LOAD (PSF) . M S ALT. CLOSURE DETAIL CALE: 3" = 1' -0" " MIN WISE ANY AWMOR IN ANCHOR SCHEDULE) #10 x 1/2" GALVANIZED SMS OR 3/16 "4' ALUM. POP RIVET @ 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055 "• 2 "x3 "x.055" •2 "x4 "x.055" OR 2" x 5" x .125" AL. ANGLE 30.0 38.0 40.0 48.0 52.0 TYijA? - ALL MOUNTING CONDITIONS EXCEPT 00 (FT - IN) 13 - 1 13 - 1 12 - 11 12 - 4 12 - 1 TYPE 8 DETAIL OR DETAIL W/ INGLE ANGL REQUIRED 3 -3/4" MAX. B.O. (FT - IN) 12 - 4 11 - 0 10 - 8 9 - 9 9 - 4 TYPE C TYPE D DETAIL DOUBLE ANGLE DETAIL REQUIRED 9- 3/16" 3 -3/4" MAX. B.O. MAX. B.O. (FT - IN) (FT - IN) 13 - 1 12 - 7 13 -1 11 -2 12 -5 10- 11 10 -4 10 -0 9 - 7 9 - 7 ()ALT. CLOSURE DETAIL SCALE: 3" = T -0" 3"x2 "x1/8" ALUM. ANGLE 3 #10 TEK SCREWS POP RIVETS (TYP.) - 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY 000000 •. •••••• • •• • • • • 4t10 TEK SCREW OR 3/16 ". ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "4' FASTENERS EACH ANGLE (SEE ANCHOR R 99 SCHEDULE FOR ANY ACCEPTABLE ANCHOR) . NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O CORNER CLOSURE DETAIL SCALE: 3" = 1'=0" 2" x 2" x .125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" 0.C. EXISTING STRUCTURE 0 ■ HALF 0 USE MALE OR FEMALE AS REQUIRED ALT. CORNER CLOSURE DETAIL SCALE: 3" = T -0" 56.0 11 -11 9 -0 9 -0 9 -3 61.5 11 -7 8 -7 8 -7 8- 10 63.3 11 -6 8 -6 8 -6 -8 -8 66.8 10 -11 8 -3 • 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 814 8- 11 7- 0 7- 0 7- 4 86.8. 8 -5 6 -7 6 -7 6 -10 91.4 8 -0 6 -3 6 -3 6 - 6 ' 100.0 7 -3 5 -9 . 5 -9 6 -0 110.0 6 -7 5 -2 5 -2 5 -5 120.0 6 -.1 4 -9 4 -9 5 -'0 • 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4 -1 4 -1 4 -3• •150.0 4 -10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4. 3. -6 NOTES: 1. REFERENCE 'APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE • MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) • T A 8 L E 2 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FRO MORASS INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) 2 -7/8 2 -7/8 2 -7/8 MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1 -1/2 0 O VO M`�1 OA) E 0) o t(tl c'o 0. cci VNO M 3 O " 2 -1/8 3 -3/4 •2 -7/8 1 -1/2 2 -7/8 2 -7/8 3 -3/4 2 -1/4 3 2 -7/8 2 -7/8 2 -7/8 1 -1/2 1 -5/8 1 -3/4 '2 -1/2 3 -3/4 2 -7/8 1 -1/2. 2 -7/8 2 -7/8 3 •3 -3/4 1 -3/4 1 -3/4 3 2 -7/8 2 -1/4 2 -7/8 1 -1/2 V.I. Knezevich } betetaenai 6ighieer [lUcense 10983 a 4 2006 E®IIIII Ellin' 601111/ 2 -7/8 1 -3/4, 8 -0 11 - 0 12 -1. 5 -0 ? -0 • 8 -0 11 - 0 11 - 6 S -0 7 -0 2 -7/8 • 3 -1/8 4 2 -7/8 2 -7/8 2 -7/8 3 -3/8 3 -7/8 1 -7/8 3 -1/8 4 2 -7/8 1 -1/2 100.0 2 -7/8 1/4" MAX. - 1 -114" '. i 1' eQ CXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE 0.60' ®ALThRNATE FLOOR MOUNT DETAIL SCALE: 3" = 1 _o- Mai= RENEWS t*aaar . uiiy ?i :Z .i : �s::' t 0 -08 Z2. o PRODUCT RLT t _ 44; c4 � BS : . �C•*sM: kf � Eon 0 :lam Lwrisloa 41 d"" 091141200 b1 MI edbr 06 -341 sheet 5 of AS NOTED deaga br YIK M 0 0 •t• MV .•1 3 v • • 0 • • .- ••••• •I ii) • tD • O • 000000 • • • 1 ••••• C7 • CC i••••� • •••••• 1� • •• 000.0 •••• • •, • •• ••••• • •••• •• •• • 0 • • • • • • • • • ••• • • • 0000 • 0 • • O 00000 5 v 0 0 in i 0 i w a Print Information: • •• • • i • • • • • • • •• •• •• 0000•• . ••••• • •••• •000.0 • • •• • • • • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS a w ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 20 EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 13. -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) MIN. 3" EDGE DISTANCE SPANS UP TO 6. -0.. (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS CONNECTION TYPE (SE NOTE 3) C1 C2 C3 C4 C5 CONNECTION TYP (SEE NOTE 3) C1 C2 (3 C4 CS CONNECTION TYPE (SEE NOTE 3) C1 .C2 C3 C4 CS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 SPANS UP TO 13. -1" (SEE NOTE 1) CONNECTION TYP (SEE NOTE 3) C1 C2 C3 C4 CS z v I m D l l t 11111111111 1 1 111111111111111 1/4"0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,100 PS.1. CONCRETE) tit 1/4 "# POWERS CALK -IN WI 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN.3.000 P;S1. CONCRETE) 45.0 57.0 73.0 105.0 170.0 45.0 57.0 7,3.0 1/4 "# POWERS .ZAMAC NAL -IN W/ 1 -1/8" MIN. EMBEDMENT • lltt.3.000 P.S.L CONCRE1Ei 105.0 170.0 45.0 57.0 73.0 105.0 170.0 EICIIMEDEMEWAYMEIEDWIREIZEIEICIIIIIMIMENEWAMIWILME12 CINEEINDEMEINCIMEIMIXESEMEINDEPAMEIMEIMILWIRIZEMEIE I!IIIIIHIIIIHIHIIIIIIIIIIIIHIII°HIHIII * 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.300 P.S.L OONCRE1E) 45 :0 5.7 .0 73.0 105.0 170.0 INI MM11T111t1Rllrilmit.- 1/4" ELCO TEXTRON HEX- FLANGE TAPCON/ W / 1 3//4" TEMBEO (e3IN.3„320 ESL CONCRETE) 45 :0 57.0 73.0 105.0 170.0 1/4 "0 ELCO CRETE FLEX WEMBEDMENT� (N1ttt.3,350 P.AL CONCRETE) 45.0 570 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 1.2 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 oa . O MM� '- _ - " *•i ,,,t,.. a U< 20 lr, vUE V U 4) '0o. v ril ,4D 6_ R 5M' al t ,' NQ I- tn 0 ova H '4 Ir I.1 •' 1, 0 �w 1- J <� >- a CO 0 ����-..{{ �Zntn w N t] ul 0 y > e'a N 0 <h z- LI M a in CC W I-R 1 tia (/) x w •O N° 0 ▪ �.tl- 4 e C4 to F`' Cr O. o C • 6 U tE CA < O " CC lei 0 e•a o i \ 1 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6• 5 7 4 12 '6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 .6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED EORYARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD MIN. 3140 EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5` -8" 8' -0" 9` -O" MAX. (SEE NOTE 1). (SEE.NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 ,111VI1I1t1111111t1N11111111* 1/4 "m W000 LAG W/ 1 -3/4" M114. THREAD PENETRATION SHEAR PARALLEL OR PERP. To WOOD GRAIN 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 C5 3 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 12 5 4 3 105.0 12 9 8 3 3 12 5 4 3 12 5 4 3 -/ 12 S 4 3 170.0 12 5 4 3 12 5 4 3 12 5 4 3 12 5 4 3 1 SEE PAGE 7 FOR ANCHOR NOTES a a9C= lytegaii(''.1 -- �. 22.61 24,1? PRODUCT RittD ?334r s3 Dalin ex-.110 vi!- P F:tiv'ior. Ca Et;7 06 -341 (sheet 6 of (15 • Q 0 0 ••••o • • • 000000 00000 • • ••••• r) to .0 z 3 0 • • O 0000•• S. • • :� •••••• • 1 • • . • •••••• to CC • .v • 0 a • 0 Q • •• • • • 0 00 • 00.0• ••••i • •000 • •••• •• •0 • • .•• • • • •• • 0 • ••• • •fool, • ••••• a Print inforrnotion: • 0• • • : • • • 0 • •0000• ••••• • • •00.0•• •0•• • •••••• .0 000 0,0 • 00 • 0 • • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE • LO AD tW) P.S.F. MAX. (SEE NOTE 1) 45.0 57.0 ■ 11111t1111U1llllllllll1111111w 114 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO SPANS UP TO 5` -8" (SEE NOTE 1) • (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 CS Cl C2 C3' C4 CS SPANS UP TO 9, -0.. (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1. C2 C3 C4 C5 C1 SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYP (SEE NOTE 3) C2 C3 C4 CS SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 SPANS UP TO SPANS UP TO SPANS UP TO 9• -0•• 13._1.. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE• CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 CS 'C1 C2 C3 .C4 C5 C1 C2 C3 C4 C5 73.0 105.0 :* 1/4 "# POWERS CALK -IN W/ 7/8" EMBEDMENT 1, 1/4 -20 STAINLESS STEEL MACHINE SCREW 170.0 5.0 57.0 73.0 105. 170. 8 1/4"4 POWERS . ZAMAC NAIL -IN w/1-1/1-- MIN. Et1EOMENT 45. 57. 73. 105 12 12 12 7 4 9 9 9 5 3 8 8 8 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3. 10 10 10 5 ,,3 7 7 7 4 ,/ 6 5 5 3 j� 4 A A i 11 11 .11 6 4 8 8 8 4 4 7 .5 6 4 5', 3 © © ©®li©©©©ARI FAM AITAM EXI 8 �©�© ©trod artavint era% i % i©i i%i© %a%Z© %IMEIME %aN ® ®®a�imm©© 10 10 10 Q©g��om a�©®®®©© mmimunuen Q ©©ea' ® "' ©"izwurce ivors©u©©"©mu " ©alne kdo a ©ZEMAIONEN.ZUZI.%% % Elm %%I//. ®MU% ® %% ©% %%Q% ©%%©% IMBIONIMMUMBINHERJ111 :1 o ©RMOBECI ZEM i EMZU%/ GVAIDE ©E0 mersuomprommam EIMENVICIVERNINEMINGICIMPARCIPMENECIEVIIKEINTATININMEIN 170.0 * * • 1/4 ", ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 45.0 57.0 73.0 105.0 EtINEMPPPRIIIIMMINPL . Drusigauszerthermunnumetannumenzononnausurameti Deragemennomenreuzsuraymareanormermextranunes 111111111111111111110115111W11111111111111111111111Vill DO 10 I©EI©© ©' Q" ©W �' %M' M® ® ©®E�©©®©®©©©' ©%'©Z © ©©©'MEIE,%Q "GEKENEIRiERMEJ DEMENE I%%© %lc7 IECI % ®'//♦%t!% EINGUREINEEIZINAMMEIDZIONMENIMEVAPAIDIEWOUNIEMOUVI EI®® ®mm�©®mEImE EISIUS ©SEID®M©®®® ©© ® ®®E MEICIDU© EIMEICHUMEILIEMCIUMMEIPMEMEIMEHEIDEMICIEUMMUDIEHIGTOCI mO mmoM©©Qaio i© Qi i© mmm®©D ©a©©©EIa©i©%E©M ©ODURIU//.%©GELO IAME3 UELMEI ©E! ®a©% %© %©OMMINU//.I/Ere F3% �© /©MMIZEI / %D%©ENNI ©G //©N Q%� I NI N.®//.//UINU%% ®1 170.0 I I Itttl 1ANNNNININN1A111> j MMINAMNANINNNA1Ne 1/4" ELCO TEXTRON. HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1- 114" EMBED 45.0 57.0 73.0 1/4-0 L1 u RE EX EMBEDMENT 105.0 170.0 45.0 57.0 73.0 105.0 170.0 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST RE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. . 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED 114 CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. • 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN •- BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. . 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2. O.C. 12. FOR BUILD -OUT MOUNT SECTION ' 6" O.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED 0 D x ,n x w 1-, 01 0 w V J 0 0 PRODUCT PZNEWOO stmairtgistg pith fite - Wain Can �m 2a 13 PRODUCT 3AMED A tie o• G- 0328 :h .01 aw sea v.J. KneieYich Professional Engineer NUcenseNo• 9010981 2006 09/14(20 s� AS NOTED rig. boY• I 12:00" COVERAGE t = .104" ' MIN. (TYP.) 1 ALL FLAT (FACES° --i ta 0 E Q 0 4 v 0 1 i • • Nt Li a • • • • • . • • • • • • LABEL 1.75" LOCATION �TYP.'I, IN t a .093" :00 .006. MIN. DIAGONALS �.00i, • .14.4 6" 'fit = .104" (TYP.) ALL FLAT FACES 13:00" COVERAGE LABEL yc 2.25" LOC- ATION•-1 TYP. 'I 6.00" COVERAGE-- LAB L t L3CiTIO 0 OSTORM PANEL . SCALE: 3" a V - 0" t = .093" 2.00" 6. MIN. (TYP.) ALL DIAGONALS 1 •i 1 11 I 1I 15.41" STORM PANEL V..../SCALD 3" a 1` - 0" GENERAL NOTES; .0B5 t T THESE *APPROVAL DOCUMENTS REPRESENT A HE PROVISION PE C SET FOR PRODUCT CONTROL DIVISIQQN-F R THE LOR OABUILDING CODE (F8TC),THE HIGH VELOCITY HURRICANE ZONE INVHZ). . Z. FACTOR (ttD a 133) HAS EEN USED PERST NOT BEEN USED IN THE. DESIGN OF THIS E PR VIS LINER F CHAPTER16ROFTHE WINQIL ADS BUILDING COMBINATIONS WITHIWIIND DESIGN STANDARD (NOS) FOR 3. DETERMINE THE IN ACCORDANCE WITHETHE GOVERNING O CODE ANDRGOVERNING WIND VELOCITY. " 4. THESE APPROVAL DOCUMENTS ARE GENERIC AIM_ DO NOT INI:LUDE•1NFOtiMAT10N FOR SITE- SPECIFIC APPLICATION, OF THIS SHUTTE SYSTEM:' S. USE OF THESE APPROVAL 'DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. PR�OO��VIDED THEE C�ONTRACCTORS(SOESENOTTDEVIATE FROM APPLIED CONDITIONS DETAILED PROVIDED DEVIATE IN EITHERIFORMOOR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. • 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONDITIONS OEVIA.1 E FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE DP THE FOLLOWING OPTIONS: • - A) REQ�E THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED •DAT D AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH ETAU. • ▪ • PRO JUSTIFY- T ENGINE DEVIATION. VIEW AS A CONDITION TO THE BUILDING OFOICIIAL • • • G •' 1 . HIS /HER APPROVAL B) R :(t E HAT A ONE -TIME Si E SPECIFIC APPROVAL BE APPLIED FOR AND P�LAN • • • • SEC *RED ' OM THE MIAMI -DAD COUNTY PRODUCT CONTROL DIVISION. • VIEW E • • • WHEN VH SIT CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AI; VNLY. OPTION B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. "9. PRODUCT MARKINGS SHALL BE WITHIN 12" OP ONE•END OF THE PANEL voTH A • • • MINI1MMUM €FIDNE MARKING PER PANEL AND. SHALL BE PERMANENTLY LABELED •AS Fq t.OW :. • • • • • TRANSPARENT PROTECTION SYSTEMS. INC. WEST PALM REACH !MUM • e • ••••• • MIAMI -DADE mutiny PKOD1JGf CONTRSN.APrROVED • 100 ALL BOL•'M.1 •SCREWS AND WASHERS TL WITH A MINIIMUM TEN ILE STRENGTH OF 60 KOSII.. GALVt�T•E�•QR STAINLESS RIFFLE MMFF 890E VIT tIMIJM- • THIC * •/09t OICATEO ON OMPONENTS 0 ,. & . •ALL EXTRUSIONS SHALL • *BE 6063 -T6 LUM)NUM��ppA,,jjLLO//Y. U.O.N. •12• FROM 1 IX 6E YNTHETlCSTHERMOPLA TIC O LY E PANELS RESIN NUMBER FABRICATED • • • FROM��{{1 (IX GE�+� COOKY THERMOPLASTIC tEXpAN RESIN � py • • • S N N6TH by IO2P A T C OLYMERUTEN ILE S E 3214700 (,PBSRL, FLEXURAL' • 13.. TESTED FOR IMPACT SPECIFICATIONS UNIFORM STATIREPRESENT EURE PRODUCTS TIN I • CONFORMANCE WITH FLORIDA BUILDING CODE TAS 201,202 AND 203. MAX._POSITIVE RESIGN LOAD-= + 72.0 P..F: "MAX: NEGATIVE DESIGN LOAD la -72.0 P.S.F. 14. TO PERMIT THE NEW SUPERIMPOSED LOADS ADEQUACY TO VERIFY ALL DIMSTRUCTURE NI THE JOB SITE BEFORE COMMENCING WITH THE WORK. 15. TOP & BOTTOM DETAILS SHOWN HAY BE INTERCHANGED AS FIELD. CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY-WHERE APPLICABLE. 16. AT LEAST ONE PERMANENT WARNING LABEL PER PANEL SHALL BE PLACED WITHIN 12" OF THE LOWER LEFT CORNER OF EACH PANEL FOR ANY JOB PERMITTED USING THIS MIAMI -DADE COUNTY PRODUCT APPROVAL. THIS LABEL SHALL READ AS FOLLOWS: 'WARNING: TITS STORM PANEL SYSTEM WON'T OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND STRAPS ARE PROPERLY INSTALLED. .460" .250" 054" t :250" o (ZAMAC3 ALLOY) WASHERED. WINGNUT 011UILD•9UT F -TRACK "P TRACK 006. 1.00" MIN. 2.25" .10 IfiitN. (TYP.) I • FACES AT • 00 t N. (TYP.) J.00 ALL DIAGONALS • -.7.69" O3 STORM PANEL SCALEt3"=1,,,0" 0. 0 N .110 "• -, . I 0. .110.. tV 16061-T6 ALUM.) .•,2.00 "�, INTERMEDIATE f SUPPORT STRAP kr BAR V...."/SCALE: 3 " =1' -0" SCALEt3 " =1' -0" • .2-70" .175" (OP110 ® KEYHOLe- WASHER SCALE.: HALF SIZE 00" .387 "-ma-4 .280" .145" a 65" ' .1d0 "--f .260" if- .09341P. T .096" M)N. TYP, 1 too - J. 4.00" IS P TRACK (SIB" (4-',C-TRACK (PRE•STUCCO) STUD ANGLE SCALE: 3" a 1' - 0" 11 SCALE t HALF S1YE • 13 SCALD '3" a 1' .:0" 374" .250 295" .624" .188" .310" .648" .625 0 0 N '1/4-20 STUD x 3/4" @ 6" O.C. 093" TYP: SCALE t HALF SIZE SEALE:•HALF SIZE SCALE: 3" i 1' - • 0053 ALUM.) � =/4$ RIVNUT ' SCALE : HALF SIZE 1 9°R® BEAM LENGTH - 1" MAX, 7300 " • IIIIMIIINIIIIUlIIMIIpII1111 00 i •625 "# .1'754 "�. 1, • 2.750" MIN. 00" + ) 4-A114-20 MACHINE SCREW • VYSCALE : HALF SIZE EAM LENGTH a.5' - 1" MAX. i. 750" I.D. 6 7 ".630" 0. 249" .100" .260" 1.292" iYrICAL X011 & 00110(4 1.. C-TRACK (FINISH) SCALE: HALF SIZE N• A 9 N .0 +• 0..6/30/T004 TYP(. SCALE: CHOILS METRE SAME ELEVATION FOR SECTION S /2 "s1''�0" } a4 -1342 sheet 1 of 3 v 0 .- 0 •m •R' I O EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ASTENER A CORD @_2 "O.C. EXISTING CONCRETE, HOLLOW-BLOCK OR WOOD FRAMING EXISTING CONCRETE WOOD FRAMING O� tijimmt OR XISTING GLAZING • • y •••.••• M • • I. • t 6' m. • • ".• . • 4. •••.• • • • •• 1••• • •••• • •••• • •••• • •• • • • • •• pp•• • • ;•••• • 0 • •• • • • • • . • • • • • • BCEO A R D @ 12" O.C. HOLLOW BLOCK BLOCK O WOOD FRAMING WALL MOUNT SECTION 1/4" MAX. A, B. C OR D @ 12" O.C. XISTING CONCRETE. WOOD FRAMING OR . B OBUILD -OUT MOUNT SECTION SCALE; 3" = 1' - 0" FASTENER B OR C FOR 6" O.C. F0 9 @S 6 -1/2" .C. 3%1610 ELCO TAPCON @ 8" .C.._. EXISTING CONCRETE DR HOLLOW BLOCK FRAMING SI ; EXISTING ' GLAZING 12" 12" 11" 8" I'i NER TYPE r. DESCRIPTION • . BLOCK MIN. EMBEDMENT CONCRETE MIN. EMBEDMENT' WOOD MIN. EMBEDMNT E i Erms.il 11AII11G111111111!.W 1/4 "0 ELO OCA ETE FLEX • _ - .... {{��,�� MM;,g .S.L CONCRETV _.._. • • • A 1/4"0 ALL POINTS SOLID -SET ANCHOR WITH 7 /6" EMBED. & 1/4 -20 STAINLESS STEEL MACHINE SCREW 7/8" ._ 7/8" _ g 0Q0 • �CpNCRET9 N / A • • 1 B * tt! I� 1/4 "11 ELCO TEXTRON HALE/ FEMALE "PANELMATE" SCREW WITH NUT 1 -1/4" 1 -1/4" l.S.ICANI+� 1 -7/8" to ti `R InnatnmuF> `'`''••� 1 -3/4" 1 /4 "0 x MIN. 2 -V2" SCREW NARALA.EL OR PELPENOICULaR TO GRAIN' G" S5 MIN.), U.O.N. . N/ A • N / A 1 -3/4" f 1 1 .111Nlllllllllltllllll1111ta D DGGE OIS WALL / FLOOR MOUNT SECTION C SCALE* r = 1' - 0" - EXISTING CONCRETE,. WOOD FRAMING OR ANCHOR NOTES: 1. AN ORS DNS. ' ..• 2. SCO. MBEDENF FSEg R DISTANCE E STUCCO. EMBEDMENT O AND SHALL EDGE DISTANCE SHALL BE AS NOT IN THIS NOTES. 3. WHF IN R 5 VERIFY AM MEM BE NTPYWO . • 4. 0 WHERE UD FRAMINGEFASTENER SHALL BE LLOC�,TED FASTEN IN C N NARROW FACE O TED IN CENTER OF•NOMiNAI • W OD FRAMING. 0STUD. 3/4" HALL BEISIOUTHERN PINE "TG g0 55 OR GREATER DENSIT 5. MACHINE SCREWS SHALL HAVE MIN. OF 1/2 ". IN BASE ANCHOR AND SHALL HAVE A WAF •U:D.N. A OM C OR IT @ 12" O.C. XISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING WALL MOUNT SECTION O SCALE: 3" . 1' 0" 1/4" MAX. CE A. ANUFA'G-T+iJRE ' 7 • -- - ...._ - EXCLUTEES WALL FINISH OR AIL.Y If CLUOE THE THREADED D ON oDRAWING OR SPECIFIED ENERS AIDE INTO FRAM!. DEQ ATE ENGAGEMENT OF THREADS R HEAD ,.SIDEWALK BOLT }, 6.* DESIGNATES ANCHORS WHICH ARE EIMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGN { T. 7. ALL CLEAR POLYCARBONATE PANELS TO BE MOUNTED TO EXTRUSIONS @ 6" OR 6 -1/2" 0.C. _ - 1 4r* {inO •.. I: 4144342 • • • • • • • • • m .0 • D• • • •• • • • •• • ••-�• • • • o •••• • • • V • ••• . • 0. • • • • .1 rn4 • IL. '. • 0S •• • v• •_ • • FASTENER A, B, C OR 0 Ga 2 -1/2" 0.C.� END OF TUBE OFANCHORS) XISTING REST XISTING CONCRETE, HOLLOW BLOCK OR W•0y FFAvNG EXISTING GLAZING XISTING WALL BEYOND FASTENER (c� -• A, B, END OF TUBE2•• (SEE EL.1 FOR THE REST ..OF ANCHORS) EXISTING.CONCRETE. WOOD FRAMING OR D CON &(is)`fYP. B (Dike BEAM. LENGTH 5'- 1". MAX.. ®PLAN VIEW FOR SECTIONS A, C & D k.:.ISCALE :3 "•1'-; 0" A .(� CI ,OR @It 2-1/2" 'OF ANCHORS) HE REST XISTING BLOCK OR 00 ' F •'A IN EXISTING GLAZING • •• • • • • • •r'� • • �•CE TO BY • YP. END ND ,il,'G � a�Yifi4c�i +3'A): iri✓.':'c?°ai�t'r2� ••• • ••• • • -•i • • • .• • AFB, COR 0 @ 2 -1/2" 0.C. @ END OP TUBE FOR REST (SEE EL-1 EXISTING CONCRETE HOLLOW BLOCK Ofd WOOD FRAMING V.f iCAezeviddi -6" `0 C. TYY FOR € 6- 112 ".O.C. TYP. • BEAM LENGTH o 5' - 1" MAX. 12" O.C. MAX. (TYP.) (FASTENER A. 0, C. OR 0) OPLAN VIEW FOR SECI1ON B SCALE: 3 ". • 1' - 0" ALL INSTALLATII NS MUST PROVIDE FULL PANELS OR HALF PANEL AT ENINGS TO ENSURE THAT ASSEMBLY CLO URE •5 •HAS POSITIVE CON ECT NS AS SHOWN IN A OVE AN VIEW DETAILS & . PRODUC REVISED eo pb4ngx th.F[ot1k Beldlag Code AcceptanoeNo 0 0 ?.a Expi Noe Date o M11 fao: D .•!'rodectCoptra Divislo• dat• 06/30/2004 sat* At WED dostoo iry ljchacked b VJK Jl - YJKCJ Mai drswln4 :no. 04-342 -drawn by MCRI rr;v on StI f-OR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NIA) BY MIAMI- DADE'COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004, WITH 2005 SUPPLEMENT. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-02, A DIRECTIONALITY. FACTOR OF I4d =0.85 SHALL BE USED. 4. FOR SITAE- SPECIFIC DOCUMENTS CI IN ARE THIS SH AND DO NOT INFORMATION 0 in I[) 0 O •m o Co 0 0 J I- W W x 1- 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. . W J Print Infortnotion: 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR J HEREIN ANTHE HE CONTRACTOR VERIFIESETHAT THE EXISTINGrSTRUCTURED'OES < NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES IL DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE'OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.•SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL • • GRANTING HIS/HER APPROVAL, . OUNT SECTION (PERP. TO PANEL SPAN) SECTION 1111\1 IIII"!11 ii1 B) REQUIRE THAT TONE-TIME II -DADE SPECIFIC APPROVAL CONTROL DIVISION AND ZE THE ALTOB A LL �EPEBYO VELOCITY tOF ALON AREAS OPTION DEVIATIONS BEACCTD I BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED , g AS FOLLOWS: • MANAL R.ORDX�� MIAMI -DADS COUNTY PRODUCT CONTROL APPROVED 10. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A. MtNIMLMi TENSILE STRENGTH OF 60 KSt OR APPROVED COATED •HARDWARE. 11. STORM PANELS SHALL BE 20 GAUGE STEEL It = .0351 CONFORMING TO ASTM A653 SQ. GRADE SO, ,6 0 GALVANIZED COATING. ALL EXTRUSIONAS SHALL BgE�6063•.Td 12 USSEDTTO C�ONTROOL DEFLECTIOOF ST STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30 ABOVE GRADE PROVIDED THAT THE PANEL SPANS USED ARE 101" OR LESS, AND THAT THE SEPARATION FROM GLASS IS 2. OR MORE BUT LESS THAN 13. TYPE 1 & 1( PANELS BE FASTENED AT MIDSPAN W/1/4-20 x 1" BOLTS WITN DIE CAST ALUMINUM WASH£RED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 48" MIDSPAN FASTENERS ARE NOT REQUIRED. TYPE I & R PANELS UTILIZING A STEEL B�A�R:SHALL BE FASTENED AT OVERLAPS • AT MIDSPAN CAST TT ALUMINUMWASHEREEDSWINGNUTS OR JACKHUTS (SEE TYPICAL is ELEVATIONS FOR TYPE 111 & IV PANELS, FASTENERS AT PANEL ©SPAN ARE NOT REQUIRED. PLAN VIEW TYP BOTTOM MOUNT OVERLAP FASTENERS & OPTIONAL BAR (SEE PLAN VIEW & NOTES 12 & 131 TYPICAL ELEVATION - TYPE 1 • N.T.S. ITYP1 IVY MOUNT PLAN VIEW W J 1Z-- H N CC I-- 2 Z O J J • CC {Jp U O. la BOTTOM MOUNT OVERLAP FASTENERS &. OPTIONAL BAR (SEE PLAN VIEW & NOTES 12 & 13) `TYPICAL ELEVATION - TYPE 11 N.T.S. . PRODUCT MARKING LOCATION . 12.00 COVERAGE 13.50 2.250" • R ..250" FULL PANEL • 14. TOP & BOTTOM DETAILS SHOWN MAY BE IINNTEAROIANGED AS FIELD CONDITIONS FOR CTAT AT PANELS F SAYER MOUNTED HORIZONTALLY Y WHERE APPryUCABLE. EXCEPT IRMRICANE � L++ TM CA��TIIO�N((ON ANYAOOFFN7 CO�M}{PONENTS OF THE STORM PAgNNEEL�SYSTTEEM CONSPICUOUS IISTAL.L:EOOI UNLESS _ TENANT R LLABELO HALL AND WITH PERMANENT ADHESIVE OR MECHANICCAILYWARNING 16. PANEL 1• IS USED 6 -1/4" AND 12 -4/2" O.C. SHALL BE USED IN ALL DETAILS IL THESE ORA ZINGS IN LE=U OF 6" AND 12" BUT FASTENER SPACING SHALL NOT EXCEED THAT SHOWN IN ANCHOR SCHEDULES. EXISTING STRUCTURE IJTYP. OVERLAP FASTENERS TYP. (SEE NOTE 0 12 ALUM. ANGLE CLOSURE PIECE. 1" x 2" x .OS5" MIN. TO 2" x S" x .OSS" MAX. 1/4" MAX. 2.063" 2.329 QTh HEADER SCALE r'3" = 1' -0- IA-ACROSS FLATS 14 GAUGE L.55 I WASHERED 8E PLACED OVVEER:NAtU OW PORTION OF KEYHOLE SLOT. R .250" ONuu HEADER SCALE s 3" = T-0 ": 0 0 r (PERP . TO PANEL SPAN) • SECTION $- ITOP PLAN VIEW 7 4- 12" # • (TYP) TOO ETHER MOORED OTh T PANEL N._ ,TOGETHER FOR THIS TYPICAL ELEVATION - TYPE 111 • N.T.S. . MOUNTM STORM PANEL SCALE : 3- a V -0" .125 TYP. 5.00 MAX. ' Y ONE HALF PANEL DER OPENING CO �REQUIREOTO HALF PANEL (PERP. TO PANEL SPAN) SECTION MOUNT 1111111111 ■ f PLAN NT r k OT TOM TOGETHER BOLTS REQUIRED TO HOLD PANEL SEAMS OGETHERFOR THIS MOUNTING CONDUION. • TYPICAL ELEVATION - TYPE IV . N.T.S. N SEE GHISSHEE. PRODUCT MARKING LOCATION 2.000" 1.500" 2.000" .75 . 12500" COVERAGE 13.710" 14.250- FULL PANEL ©STORM PANEL SCALE I3- V4 -20 x 3/4" MACHIN SCREW • STUD PUNCHED INTO ANGLI TSEE DETAILS FOR SPACING) 2.00 O ANGLE • ANGLE SCALE s 3- = 1'-0" • rJ 3CALJE : 3" = 1' -0" 2.940 WASHERED NUT STEEL BAR SCALE r HALF SIZE 9 SCALE s 3" =1'-0" R .187- SLOT e) 6' O.C. SPRING LOCKING CLIP (1" WIDE) ()SILL TRACK 3" SCALE s =1' -O" SCALE r 3- =1'-0" 1 -1/2" MIN. 1/4" MAX. EXISTING STRUCTURE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 P.S.F. 1. @ 6" O.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 09 , TYP. (OPTIONAL) • SEE TYPICAL ELEVATION & NOTE 12So 13. PLAN VIEW / CLOSURE DETAILS SCALE: 1 -1/2" = 1' -0" MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x..125" MAX. EXISTING STRUCTURE FASTENER @I2" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 P.S.F. & 6" O.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR.) 1 2.00 4 .090 (TYPI = 313 I .469 ZONTAL LE OPTIONAL �•• •• '1 •••• 2.000 I ? • • • • • • ••• • U N 1� 0 0 .0 b o. O .0 t O •f• • •i• • •• • • •• • • • - • •• • STUDDED ANGI E '''F" TRACK SCALE s 3- =1' -0 "• 7 SCALE s 3- =1'-0" o ' Ep. .rri,. aufEtag ?'tch axle �a Dalt o Z Z.o 12 .I B . t gc3•AL)on WINGN •••• SCA4.E :3i •1'-0- ••••• • • • •• • PRODUCT/MUM sat:Implying Wit& t'k. MA Bitialkg Cade Acovaista No..0 5--- 0 s� a. Doe BY O 1 Z.o7 m2.4n7 •• • • • •• • gt 0 CV • V ]. T ie2+ch Pr nod 1%10983 • •••• •• svi 0 eZ $ q O f 8 v 06 0 cute 06/28/2005 uak AS NOTED Let- VJK I (d,edmvj VIK 1 draw• 05 -343 [sheet 1 of 61 design by VJK. N 0 0 HOLLOW 'BLOCKT �S : SCHEDULE FOR MAX. GR WOOD FRAMING I SPACING 0 SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET'S OF 8) GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING GLASS OR DOOR 1/-4" MAX. '4 . CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ANGLE TO WALL DETAIL 1/4 -20 MACHINE BOLT: & WINGN}3� ® OR WASHERED NUT (8 ©6' 0.C. FOR TYPE ii77.. • d AND 0'12` O.C. FOR TYPE 81 & TYPE IV PANEL TO ANGLE DETAIL WALL MOUNT SECTION A SCALE: 3" = 1' - 0" W000 FRAMING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 SEE MIN. SEPARATION • FROM GLASS SCHEDULE (SHEET S OF 81 ONT. W000 FRAMING --"117EPERENCE ANCHOR SCHEDULE FOR MAX. SPACING EMBED. (TYP.1 EDGE DIST. "AM ALMMI -EXISTING CONCRETE, HOLLOW BLOCK S/8" OR WOOD FRAMING MAX. - 1/4" MAX. SEE MIN.-SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 81 GLASS OR DOOR ()CONT. 1 pi 1,14 -20 MACHINE BOLT 2 WINGNUT ® OR WASHERED Ls- NUT {(8s�] (A 6" O.C. FOR I■ii fYPE R AND A 12" O.C. ill & TYPE IV FOR T' • rr�� ' •t cONNECIION.TYPE • REFERENCE ANCHOR eSPACINGE FOR MAX. SEE MIN. SEPARATION • FROM GLASS SCHEDULE (SHEET 5 OF 81 GLASS OR DOO 1/4" MAX. -ry 1 CONNECTION TYPE 1/4 -20 MACHINE BOLT 2 REFERENCE ANCHOR NUT O.C. FOR 8 WINGN T e OR WASHERED (dl 6" SCHEDULE FOR MAX. TYPE R Atop 12" o.c: SPACING FOR TYPE II & TYPE IV ANGLE TO WALL DETAIL. PANEL TO ANGLE DETAIL. OWALL MOUNT SECTION SCALE: 3" = 1' - 0" • EDGE DIST. EXISTING STRUCTURE OCEIUNG/INSIDE MOUNT SECTION SCALE: 3" = 1' - 0" 1 /4 "b x 1 -3/4" 5.5. LAG 12" O.C. W/ 1 -1/2" PENETRATION INTO WOOD EMBED. - EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMI W( 0 0 W • GLASS OR DOOR EXISTING STRUCTURE EMBED. (TYP.) Max CONNECTION TYPE rP; REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT L _�_ NUT CA 12" O.C. STAGGERED (TYP, TOP S. BOTTOM) SEE MIN. SEPARATION W 0 W F- N 0 FROM GLASS SCHEDULE - (SHEET S OF 81 --- ,1�— - ©CONT. © CONT. (TYP. `r TOP & BOTTOM • -CONNECTION TYPE REFERENCE ANCHOR, SCHEDULE FOR MAX. SPACING ■ SIDE CLOSURE REQ'D. (SEE PLAN VIEW) 1/4" MAX. S 1- 0 ta w J Z 0_ X E 1/4 -20 MACHINE BOLT L WIN T ® OR WASHERED NUT () 6" 0.C. FOR TYPE 11 AND QI 12" O.C. FOR TYPE III & TYPE IV OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" S /8" 1 CONNECTION TYPE REFERENCE ANCHOR - SCHEDULE FOR MAX. SPACING TYP. TOP L BOTTOM. USE REMOVABLE FASTENERS IS 6 "0.C. MAX. FOR TYPE Ii8OR (3 12 "O.C.MAX. FOR TYPE R1 (00 NOT USE WHERE ANCHOR SCHEDULE SPACING IS LESS THAN. 6" 0.0 0 GLASS OR DDOOR -* -- SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 8) • 1/4 -20 MACHINE BOLT S. T ® OR WASHERED NUT @I 6" 0.C. FOR TYPE 8 AND ft 12" O.C. FOR TYPE 18 L TYPE IV 2 - 1/4 "0 x 4 -1/2" S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. W000 CONT. NOTE= THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL 1S LIMITED TO t 72 PSF. /1 WALL MOUNT SECTION V`1 SCALE: 3" = 1' - 0" W O W E STORM PANEL SC EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING WALL MOUNT SECTION SCALE: 3" = 1' - 0" • • • • • •• • • •••• • • • • •• •• • • • • • • • K �y 7 r6 S • PRO q. • 02 oonte*tig ' 3ith tho gi st %Winffi C4N Asks Pio Espirstoo tessilDat Rasa •••• °saes • .. • • •• • w z a cc 0 co 1 w L11 CO O tV 0' V,(.k e'ichi • Prof.:Atone Engteer 0983 I • • •••'•. FL Leenint 1 • • ' a •••• ;• • • •••• •• • • • • •• • VRODUC`F AIM W *a tiatich Baiting C5 Accepts= Tie 0 ... 0 !bpi don O /2.03 007 C i Divistam ldale 06/28/2005 scale AS NOTED (drawn by t mat [checked VJK drawing no. 05-343 [sheet 2 of 6 checke3 by . sVIK CV SEE MIN. SEPARATION FROM GLASS SCHED. (SHEET 5 OF 8) 0 0 0 E c c CL GLASS OR DOOR ()CONT. (TYP. TOP & BOTTOM EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE) EMBED THREE 1/4 "# W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" O.C. MAX. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w J x /- W • 0 = 2 V w ©®J W J Z W < Z a O. F L VI W W w 1/4 -20 MACHINE BOLT & WINGN T ® OR WASHERED NUT @ 6" O.C. FOR TYPE 8 AND @ 12" O.C. FOR TYPE 18 & TYPE IV EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 11111111 / FY C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 20 MACHINE BOLT & WINGN,,YYT © OR WASHERED NUT (s4 @ 6- O.C. FOR TYPE TTEE. It AND @ 12" O.C. FOR TYPE II A TYPE IV SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 8) . EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) a J 0 J V u0 wte .1 W w <_ a ►- E3 cc 0 = ta wi W l- w 0 STORM PANEL a } 1/4 -20 S.S. BOLT & WINGNUT @ PANEL MIDSPAN. OR @ 51" O.C. MAX. (TYP) MIN.' 2" x 2" x .125" CONT. 6063 -T6 AL. ALLOY OR 18 GAGE GALV. STEEL • ANGLE SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 8) 1x SIDE CLOSURE REQ'D. (SEE PLAN VIEW) • ,5/8" NOTES: - THIS DETAIL MAY BE USED AT TOP MAX. OR BOTTOM OF PANELS. - HEADERS G2 & tJ3 CANNOT BE USED IN COMBINAT WI H THIS DETAIL. ALT. BUILD -OUT MOUNT SECTION . SCALE: 3" = 1' - 0" 1-1/r 1 1, 1 1 10. CUPS PER HOLE @ 6" O.C. ©2"x2 "x.125 - ALUM. STUD ANGLE WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL • CONT. 4" x .250" ALUM. PLATE OVER W000 MEMBERS SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 8) STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. vs io • 1- 1. 2 1(14 SMS BETWEEN TRUSSES CI) 12" O.C. •, (MAX. DESIGN LOAD * 72 PSF) OSOFFIT CONNECTION DETAIL � SCALE: 3" =1' - 0" m X F NOT THIS DETAIL MAY BE USED . AT TOP OR BOTTOM'OF PANELS. WALL MOUNT DETAIL H SCALE : 3" = 1' - 0" SEE MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 OF 8) 1 an GLASS t OR DOOR 2 J J 1/4 -20 MACHINE BOLT & WIN T CO OR WASHEREO < NUT (t 6" O.C. FOR 4. TYPE X AND (® 12" O,C. X FOR TYPE II & TYPE IV < MAX. 1/8" TILE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ALT -WALL MOUNT W% SPRING CUP (SILL ONLY) I SCALE: 3" = 1' - 0" rqNg, '4° U8UM .DTOTAME 1 TYPEW rFINISH MATERIAL Om STORM PANEL (� CORNER DETAIL �l SCALE: 3" = a' -.0" © 2" x 2` x .125" ALUM. STUD ANGLE • • • • • •• • • 0040• :• • QS 2 "x3 "x1 /8 "OR 2" x S" x 1/8" 6063 -T6 ALUM. ANGLE 1/4 -20 MACHINE BOLT L. i QS 2" x 3" X 1/8" TO AN* WINGtifi ©OR WASHERED 2" z S x 1/8" NUT (e� CD 6" O.G FOR 6063 -T6 ALUM ANGLE 3/4' PLYWOOQTYPE TL 8 Ate (! 1Y' O.0 —_ —_ W/ 1 /4 "O STUD @ 2" x 4" x 1/8" CONT. FOR TYPE II & TYPE tV . re 12" O.G ALUM. TUBE (6063 -T61 TWO- 3/16" ALUM POP RIVETS 4.....:1 m 1/4 ":D POWERS RAWL CALK -IN 12" O.C. @ 12" O.G • i WITH 7/8" MIN. EMI. IN CONC. 0 6" O.C. IN HOLLOW BLOCK OR 1/4 ". LAG SCREW 12 O.G W/ 1 -1/2" MIN. EMS. EXISTING CONCRETE ` ',.:� _TEA IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER fi l�, �••� 1/2 "1P THRU BOLT @ 12" O.G 1/4 "10- POWERS RAWL CALK -IN :.. 01911.11 IN EMI, N CONC. 0 4" iL 1/4 "i► POWERS RAWL CALK -IN @ 12" O.C. W/ 1/4-20 MACHINE .SCREW WITH• 7/8" MIN. ERB. IN CONC. OR 11" O.C. IN HOLLOW BLOCK OR 1 /4 "it LAG SCREW WOOD SHALL BE OF SPECIFIC IN WOOD • GRAVITY "G" OF 0.55 OR GREATER •••• • • • •••• • • •• •• EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) © 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 5/8" MAX. (MAX. DESIGN LOAD t 72 PSF) N O"PASS THRU" DETAIL SCALE: 3" = 1' - 0" • • • • • • • •• • Mawr MEWED litatang Cage • •••■ •••• 00 • • • •• • 06 • NO Et THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD * 72 PSF) OEDGE MOUNT DETAIL SCALE: 3" = 1' - 0" PtRODJcTEEV Aitteptfer, NB O Ex➢ tRn D1 2.oj o7 rdia415 Bar, Division Vet CVO.. 07 0 m 8 date 06/28/2005 scale AS NOTED "'yidVII( drawn by MCR drawMy 05 -34 rs c. 3 sheet 3 of 61 • v 03 Oi 10 03 0 0 E .2 • • © 2" x 2" x .12S" ALUM. STUD ANGLE 1/4 -20 MACHINE BOLT & WINGN3 ® OR WASHERED NUT 8 @ 6" O.C. FOR TYPE I1 AND @ 12" 0.C. FOR TYPE III & TYPE IV O® O b ANGLE TO ANGLE CONNECTION F n W J 1/4 -20 MACHINE Z SCREW STUD W/ b'd L.. 1001 •11 5/81, MAX. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 4 05 5/8" 2" x 5" x 1/8" 6063 -T6 ANGLE 1/4" MAX. MAX. in S/16" • POWERS CALK -IN @ 6" O.C. WI 1" MIN. EMBED. INTO CONC. OR HOLLOW BLOCK W/ 5/16 -18 MACHINE SCREW 05 2" x 5 "'x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ 1/4 "0 STUD Cat 12" O.C. NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD *72 PSF) (1 EDGE MOUNT DETAIL \:-.1 SCALE: 3• = 1' - 0" x 2" x .0S5" 6063 -T6 CONT. ALUM. TUBE EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING W z & ® 2 "x2 "x.125" STUDDED ANGLE 1/4 -20 MACHINE SCREW @ 6" 0.C. 1/4 "O POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. @ 12" O.C. OR HOLLOW BLOCK @ 6" O.C. NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD * 72 PSF) O2" x 2" ALUM. TUBE BUILD -OUT SCALE: 3" = 1' - 0" 1/4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. & @10 "0.C.IN CONC. OR@ 6" 0.C. IN HOLLOW BLOCK WITH 1/4 -20 MACHINE SCREW 1/4 ". MACHINE BOLT @ 12" 0.C. (MAX. DESIGN LOAD : 72 PSF) OANGLE•TO "U" HEADER BUILD -OUT SCALE: 3" = 1' - 0" TWO -2" x S" x1/8" 6063 -T6 ALUM. ANGLE 06 1/4 -20 MACHINE SCREW STUD W/ WING NUT @ 6" O.C. TQ PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/4 -20 MACHINE SCREW STUD W/ NUT @ 6" 0.C. ANGLE TO ANGLE CONNECTION X THREE -1/4 "0 POWERS CALK -IN CID 4" 0.C. W/ 7/8" MIN. EMBED. IN CONC. W/ 1/4 -20 MACHINE SCREW PANEL EMBED (MAX. DESIGN LOAD * 72 PSF) OASSEMBLY MOUNT SCALE: 3" = 1' - 0" 1/4 -20 MACHINE BOLT i. • W WGN}�T C) OR WASHERED NUT @ 6" O.C. FOR TYPE' I AND @ •12" 0.C. FOR TYPE II & TYPE IV TWO - 5/16 ". POWERS CALK -IN @ 3 -1/8" O.C. W/ 1" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. W/ 5/16 -18 MACHINE SCREW 2"x2 "x.125" STUDDED ANGLE 1/4 -20 MACHINE BOLT & WIN T ® OR WASHERED NUT @ 6" 0.C. FOR TYPE 8 AND @ 12" 0.C. FOR TYPE I1 & TYPE IV 0 2" x 2 "x .12S" STUDDED ANGLE 5/8" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING M14 SMS. @ 6" O.C. MAX. PANEL LENGTH • 4'- " INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" 3/8 "Y HOLE FOR FASTENING PANEL 2" x 2" ALUM. STUD ANGLE 1/4 -20 MACHINE SCREW STUD W/ NUT @ 6" O.C. TWO- 1/4. "O DROP -IN ANCHOR @ 7" O.C. W/ 1" MIN. EMBED. IN CONC. INTERIOR FASTENING • ANGLE ASSEMBLY SCALE. 1-1/2" • 1'-0" PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE .PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING DETAIL USE WITH DETAIL SCALE: 3" =1' - 0" 1/4 "m THRU BOLT @ 12" 0.C. ANGLE TO ANGLE CONNECTION 1/4 "O POWERS CALK -IN @ 10" O.C.• W/ 7/8" MIN. EMBED. INTO CONCRETE W/ 1/4 -20 MACHINE SCREW 2" x 7"x 8' -8" MAX. Tf=0.13 ". . TW =0.055" 6063 -T6 ALUM. LAP BEAM 2 "x3 "x1/4 "x0''-6" 6063 -T6 ALUM. ANGLE (TYP. TOP & BOTTOM) TWO 5/16 -18 MACHINE SCREWS ALT. LEG DIRECTION NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD a 72 PSF) n STORM PANEL SUPPORT BEAM KJ SCALE: 3 " =1' -0" m 1-1/2' MIN. ®O 2" xl$ix 1/8" 6063 -T6 ANGLE MAX. PANEL LENGTH • e' � eazgalyiag with' MAUI a rra �b- •y1r'��r2.$.o //5" ..rts,llrir • • • ® 2 "x2 ^x.12S" STUDDED ANGLE 612" x 2" x .125" STUD ANGLE .NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD * 72 PSF) ry) STORM PANEL BUILD -OUT KY SCALE: 3" = 1' - 0" i••0 .- • • :••• • •• • • •• • • V j. PlaqiCh . Ptofeutonal FL U_^eni9N. a,109E w z d CC 0 1-- CO _I• w w 1- CO d Ci N tsar. • • • si • • • •0•• • •••• • O. • • • • •••• • • • • • • •.• • 1/4=20 MACHINE BOLT & WINGN 08 OR }�fASHERED NUT (TS"a1 @ 6" 0.C. FOR TYPE 8 AND @ 12" 0.C. FOR TYPE 10 & TYPE IV ••0• •• • • • • •• • IuODVCT REW.SED complying 1rA the tD� CGI A�1rs 05 -0 / .O3 ' » e 0 JyAi_ _ 007 BY Da •• • •• • JU N O Y~ 0 0 a a v 1 >s: X 8 • .0 03 r 0 • F (date 06/28120051 isclA NOTED design byVIK drawn by MCR checked by V(K drawag no 34 05 -3 [sheet 4 of 61 checked by 0 0 0 0• 0 0 0 .t 0 los 0 .0 l m • >r 0 0 O a) o_ Print informatio TABLE 1 - STORM PANEL 1)& 1a SCHEDULE TABLE 2 - MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE NEGATIVE DESIGN LOAD • W (PSF) TYPE 1 TYPE II TYPE 01 TYPE IV FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS & SILLS.USING.STUDS, BOLTS OR DIRECT MOUNT @ 6" O.C. BOLTS OR BAR REQ'D. AT MIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT MOUNT @ 6" O.C. BOLTS OR BAR REQ'D. AT MIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT @ 12" O.C. NO BOLTS OR BAR REQ.!). AT MNOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT MOUNT @ 12" O.C. NO BOLTS OR BAR REQ'0. AT MIOSPAN OVERLAPS L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 40.0 8 -8 12 -0 8 -8 45.0 •8 -8 12 - '0 • 8 -8 50 :0 8 -8 11 -- 9 8 -8 55.0 8 -8 11 - 2 8 -8 60.0 8 -8 10 -9. 8 -8 62.0 8 -8. 10 -6 8 -8 65 :0 8 -8 • 10 - 4 8 -8 70.0 8 -6 9 -11 • 8 -8 . L max. (FT -IN) 11 -6 10 - 10 10 -3 9 -9 9 -4 9 -3 9 -0 8 -8 72.0 $ -4 9 - 9 8 -7 8 -7 75.0 8•= 0 9 -7 8 -4 • 80.0 7 -6 9 -3 8 -1 90.0 6 -8 8 -9 7 -2 • 100.0 6 -0 8 -3. 6 -6 110.0 5 -6 7 =11 5 -10 120.0 5 -0 - 7 -7 5 -5 130.0 4 -7 7 -3 5 -0 140.0 4 -3 7. -0 • 4 -7 . 8 -4 8 -1 7 -8. 7 -3 6 -11 6 -7 6 -4 6 -1 150.0 4 -0 6 -9 4 -3 5 - 11 tan 1. ENTER TABLE 1' WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED. - ON MOUNTING -CONDITIONS IN FIELD. 3. SEE NOTE No. 16 ON PAGE 1. POSITIVE DESIGN LOAD W (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS. ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 5 -0 2 2 -1/2 40.0 8 -5 12 -0 5 -0 50.0 8 -5 11 - 9 5 -0 60.0 8 - 5 10 -9 5 -0 70.0 8 -5 9 -11 5 -0 80.0' 8 -5. 9 -3 5 -0 90.0 • 8 - 5 8 -9 4 -0. 100.0 6 - 0 8-3 4 -0 110.0 6 - 0 7 -11 4 -0 120.0 6 - 0 7 -7 2 2 -1/2 1 -1/4 1 -1/2 N/A 3 -1/4 2 -1/2 2 2 =1/2 1 -1/4 2 2 -1/2 1 -5/8 • N/A 3 -1/4 2 -3/4 2 2 -1/2 1 -1/4 2 2 -1/2 1 =5/8 N/A 3 -1/4 2 -1/2' 2 -1/2 • 1 -1/4 2 2 -1/2 1 -3/4. N/A 3 -1/44 . 2 -1/4 • 2 2 -1/2 . 1 -1/4 . 2 - 2 -1/2 1 -7/8 N/A 3 -1/4 2 -1/8 2 2 -1/2 1 -1/4 2 -1/2 1 -3/8 N/A 3 -1/4 2 2 2 -1/2 1 -1/4. 2 -1/2 1 -3/8 2 2 -1/2 2 2 -1/2 1 -1/4 2 2 -1/2 . 1 -3/8 2 -1/2 1 -7/8 2 2 -1/2 2 2 -1/2 1 -1/4 1 -3/8 2 -1/2 1 -7/8 IHM 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM SEPARATION FRON GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET "NO BAR" REQUIREMENTS. 31 imostsszca o0b 61j?.$0S I .SLOS Deep .. - - f'L Ety • • • • • •• • • •••• • • •••• •••••• • .• .• •• • .• • • • • • • • • • •• • E 1-7 0 S 0 0 0 z 0 0c .0 0) I- t7) .••. • 0 •• •.1 •• • • •' • •• • • •••• • •••• • •••• •0 • •• • •••• j V. iti.leze 4ch NotaraNta{fooinees FL license Not . " , 0983 •• 8 PRODUCE REVISED as complying reithitkcnerift DaLt1kz Cads Acce Ex•srE.: }& `S.0.30- (�f ... tri By Ili S date 06/28/2005 izcak AS NOTED design by VJK drawn by MCR drawhtg n o. 45 -343 (sheet 5 of 6' " 06128120051 0 N O • 0 .o ...•...1 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE. NOTE 1) MIN. 2` EDGE DISTANCE . MIN. 3" EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C3 C1 C2 C4 CS SPANS UP TO . 8' -5" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C4 Cl C2 C3 C5 SPANS UP TO - 12. -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 SPANS UP TO 5' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C5 C1 C2 C3 C4 SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C2 C1 C3 C4 CS SPANS UP TO 12' -O" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C4 C1 C2 C3 CS 11111BILIWIRRI1111\111111111> 1/4"40 'ITW TAPCON W/ 1 -3/4" MIN. EMBEDMENT MIN. 3192 PS.1. CON 43.0 50.0 12.0 84.0 150.0 h W v' 0 0 * tllUlUlL0. - -- * 1/4 "0 EL 10 MALE/ FEMALE PANELt ATE" W/ _3/4 MIN. E BED. & 1/4-20 MACHINE SCREW WITH NUT . 3000 PS.1. CON • 43.0 50.0 72.0 84.0 OSEEI ra��yy�'�E�y•/��IREE�,,� ..,,i EIHMEE/�/'•/���'.� EIEIRMEEM��•��yE�, rN������'..j��M�•�®�M ®®E1 BiZ 2EIERE ® ®EiE®13©l.©ir Eif 2EME ®®®© E3©///.© EEME�/rI //E�®0rA©�© ©r ,IN:®®• 6 mli.4J ®EI®SOZEIEM© EMU' /" 10 ©" N" 10 © ©M� ®® "ri m ®"/I© ®©r An rAr Ara' A Mr Aar Mr Mr 9240.924:2432121E2BEIMEIRESEMEDIZIE1 % /1/.'emet//. %% %:mar .40NrAEIIE®�'�® ®(�©m3��iQ© mauve Aviefforawr reA�W �p± �i(M�f�{���.���/���AP AVorAW iKCO.1}i��E113�.NE 10 ©13r i N 10 13131' © BEM�7y1fiL�r�'E20::2E2 ®EYiY®® ©!Y�EEEEEMEE2B2!i2131E !ME®®� {( ®K3113EID rli�lE2© �E2EMICIE�. ®®m SEEME2 2121 10 Il.�m©® BEEEMEIWIE i EEIVA.©10 © ® %©I32 ® ®t31E2IEiE 10 FAIIIMEEEINE1 Iam®Ii© MEU113/413113113' .021432a12E2E1 10 I2131®%/IZm © ©%© num- mummy /mew %%%'s/. D7 f0®%%©U©%%/.© EEMVE2E11 10 ME E" .21, 10 10 11361121B2EMEIMMEREEEIE110E1 10 %® IEMEIE2©'i� E1121 ®%%®[313® //®I'r���'E2E213m '�'WERE1Q©1/2/© ®iL'8'J� BEKI©Ifl Elear . 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AN E 150.0 1 43.0 1/4•0 CALK-IN 1/4470 AINLESS STE L MACHINE. SCREW IN. 2 000 PSl. • 50.0 72.0 84.0 150. 0 1/4 "0 POWERS S R1lWL 1 -3 8M MUD[. BEDMENT N.2 PS.L •.. 3:0 56.0 72.0 84.0 150,0 111 1um111 1/4 "0 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/ 1 -1/8" MIN. -EMBED. 114.3000 PS:1. 43.0 50.0 72.0 84.0 150.0 1/4 "0 POWERS DROP -IN it 1/4 -20 SIDEWALK BOLT_ 11" IN.. EMBEDMENT / 114.3 000 P SO 43.0 50.0 72.0 84.0 7 11111191t111hl1llllll\111111tw. /44 1IT11W@L EMBEDMENT 150.0 43.0 50.0 72,0 84.0 150.0 ak V4 "1NEL�M.{ MALE/ FEMAI,E "Pl +U ElalrE" W/ 1 -V4 MACHINE SCREW WWIITH NUT 3000 PS.1. t�■ I I \l11\11111111t� 43.0 50.0 72.0 84.0 * \MU EREE1/4". 7tir EMBEDMENT U4 -20 STAINLESS STEEL MACHINE SCREW 150.0 43.0 50.0 72.0 84.0 fl 1/4 "0 POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/4" MIN. EMBEDMENT ■1511111; 1/4 "0 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/ 1 -1/8" MIN. EMBED. 150.0 43.0 50.0 72.0 84.0 150.0 43.0 50.0 72.0 84.0 150.0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ,(INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. NO EDGE DISTANCE 0 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) 2" MIN. 1/4 "0 x MIN. 3" LONG LAG SCREW W/ MIN. 2' EMBED. 000 PARALLEL SPANS UP TO 5` -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO 8. -5" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS C1 C.2 C3 C4 C5 SPANS. UP TO 12' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C4 .C5 C1 C2 C3 43.0 50.0 MAN 7/16 "0 WOOD BUSHING W/ 5/8" MIN. EMBED. & 1/4 -20 STAINLESS STEEL MACHINE SCREW • 72.0 84.0 150.0 43.0 50.0 72.0 84.0 150.0 DATE" Wf F1 - ?/8" NE CREW WWITH N S UT 43.0 50.0 72.0 84.0 150.0 HEM 10 ElB2B2321331 iSI®"©® // ®020" ®m " © E21313SEI ,wB`M 10 !©�©11Kyw�L.�+E1113 �©E2E1E1�©� Yid ME23 i AIE E®A fUU A% BE® ® " %i2mEI VOM L10© %J BIBEWIME113E10/2BP2rAr .2% DEM � ZEI U; EI NKIMA" E© " 4∎!A�sri� ii, ©!�Wr�RZr�IAM IE2®EIEREME®©" I2®"Ri" 'y��'y``,,E{�232,®u EECE1 / /, ©0©©%© WYWY®©"D13"N®"© Nom% ©• %1/2" ME%% %S. 10 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING AN OR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN 01 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTIONnTrE; 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD F1' 'REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYP . EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTUittiVr, RECOMMENDATIONS. •. •. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR S•TsUGG53. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONBt�IONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRA_MIl�l MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE 014.7r 0 SIDE CLOSURE PIECES. or • 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD 14•' EDGE DISTANCE 1S ACCEPTABLE FOR WOOD' FRAMING. WOOD STUD SHAM Bt "SOUTHERN PINE" G1r0:55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 10. Vlf DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH AREREMQWABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT - --° -- - - -. -- I :@3) 11r j?O iUCF I&X1'ES Fi V44 ecaPi3igg th@ Noma. gatift..4g Cads �o r••)v0 6 Ise - o' ZS.oy ,•gc",e 'v.^ a OstAa :! 2012 F; s b S^ jj7 2 I, Mimi .Y.intECV4:Zi.) D;Y}S1(W.. Q v R 0 0 0 1-- 0 0 0 N co 0 ••:' • . ••• • • • • •• • •. • • •• • ••• ••• • ••• • ••• • •• •.• •• w z 0 a 0 W F-- d N • • a•• 4 0 • • • . :v.. Khezevi4ti • *Profeakel FL UcaueLi • •' .983 • • • 1.•••• III !©©f1IIII (Munn • x.k AS NOTED aes9, ny 1 VJK drawn by MCR checked by VIK drawing no. 05 -343 [sheet 6 of 6) •..• • • .... • • • • ... • • • • • ` • • • • • • , PERMIT #:j?C'al- 5 Miami Shores Village DATE APPROVED BY ZONING DEPT ,• BLDG DEPT kg" 11 f ALL RULES AND REGULATIONS NW e i ` 9 SUBJECT TO COMPUANC: STATE AND COUNTY