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BP-02-551Date 0 / C'..oaa J32, PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 1005' 0 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 % Job Address `7' NW q % Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee/Tenet® / Z % D Owner's Address 46-AA W q4, Contracting Co. i'V k' TT' L2. es:r� 16 Qualifier y P 01 £ 6, 04).24, 'z State # 04=1 aL Municipal # Master Permit # 8 P 000g- 6'5 r Phone Address "7/70 u) 3 8 P4 .0-L� FL33a/Z- SS# Phone 3" ''13 7 a a_ Competency #00,08 /6640eIns. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FO '_ :_ OTHER INSPECTION. Permit Type (circle one): BUILDING ECTRICA PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: PA, O ei r fife_ z.L` ,0/141 N 1141C-MO W V " Square Ft. Estimated Cost (value) /' 4.4 WARNING TO OWNER: YOU. MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS A»~rIDAVIT: 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. Furthermore, I authorize the above named contractor to do the work stated. XSignature of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires t Date otary as to • ntractor My Commission Expires FEES: PERMIT ®,- ®w RADON _ C. t& ' OTAI �i-11 GrAVOSS7014 0145Z.A 7i6 APPROVED: s'AL DUE Zoning Building Electrical Mechanical Plumbing Structural Engineer NED, THE OWN R',S NOTARIZED SIGNATURE. NEED NOT BE 2h&S .NI QN - . PLUMBING • ELECTRICAL MECHANICAL 3 L G FCANTAIti RAM TRAP NCR tY { TRAY S WASHER UNIT FEE ITEM • S•WITO1 CURETS LIGHT OUTLETS j ( RECEPTACLES SERVICE 15FCRARY SERVICE SIZE llt ASPS SERVICE REPAIRMTE DtANIE • 1 APPIIANNCE CUTLETS { RA'NGE TCP OVEN • WATER NEATER MOTORS 0- 1 FP 1 orCRS OVER 1- 3 FP VOTCRS OVER 3- -5 }P I MOTORS OVER 5- 8 FP MOTCRS OVER 8- 10 FP mats OVER 10- 25 PP MOTORS OVER 25-100 FP P01/3 COW. RESIDENCE SLOP UA( WATER CLOSET CLOSET ECT WASTES S.FPLY TO: ;EMIT MOTORS OVER 103 PP UNIT FEE LTE3t • SPACE HEATERS . '. CENTRAL HEATING A/C (WING) A/C (CENTRAL) DUCT ICRNC REFRIGERATION PROCESS ANA PRESS PIPING MERGRC RO TANKS ABOVE GROIO TAMS U.F. PRESSURE VESSELS STEAM BOILERS • HOT WATER BOILERS . • MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES ELEVATORS/ESCALATORS FEE FIRE SPRINKLER SYSTEMS_ COOLING TOWERS 1E SPRINKLER &TER -NEW INST. ATER- REPLACE AN SPR1NNXLER =WELL 14I,I I NNG POOL TER SERVICE I STRIP NEATER I I GENERATORS TRANSFCR.V€AS I GENERATORS TRAISFCR.RS R CONNECTIONS ITV -SEWER ITY -WATER • IC TANGO 1Nir IELO. 4' TILE/RES. ' & ABRCON SEPTIC TANG( CAGE PIT CU. FT. i BASIN u „SAGE WELL ZSTIC WELL A CRAIN GENERATORS TRANSFCERS mil• '' S ?cC i AL PLRPQSE �■ CUTLETS COt,3+ZRCIAL SIGN TIKES SIGN TR,L'SFC..4ERS SIGN TIME CLCOC F AN tXTLRES " _' TELEVISION WTIETS '_ '_ VIOLATION __ REItE:CTtON 1= 1111 1111111111111111111.11111ion r IDLE[ AR WATER HEATER STAR' LPE :L PIPING N SPRINKLER SYSTEM 3 RANGE "ER SET (GAS) 3 PIPING wrimmume inoimmorimmimma 1111 111111111111se •,o1 • Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 4/24/2002 Applicant: JOH* Owner: FAZIO. JOB ADDRESS: 45 Electrical Permit Permit Number: EL2002-137 NW 96 Contractor WATTS ELECTRIC INC Local Phone: 305-824-3722 Parcel # 1131010330420 • FAZIO • JOHN ST Contractor1s Address: 470 W 38 PL Legal Description: MIAMI SHORES SEC 6 PB 10-39 LOT 21 & W1/2 OF LOT 22 & E25FT OF LOT 20 bo, 4412-0 Total Fees: . Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/21/2002 Construction Value: $I ,600.00 Work: INSTALL OUTLET A/C WALL DISHWASHER REF AND MICROWAVE If there is no permit package accessible on the job-site for inspectors to verffy, there will be no fee is $50.00, which must be paid in advance before calling bulidi pertaining thereto and with the understanding that the work will be performed in complia&=: This Permit Is granted to the contractor or builder named above to construct the proper municipal authorities. This Permit may be revoked at any time lithe work is not dei,'", which this permit Is granted is the understanding that the contractor or builder named abc;" covered hereby whether shown on the plans or drawings or in the statements or specifics Signed: ECTOR) .-,i- In =raider-atm of the issuance to me of this pennk, I agree to perform the work coveredi ii plans, drawings, statements or specifications submitted to the proper authorities of Muni servants or employes. , ..,, PAY TO ORDER 41 sn Bank 790 West 49 street Hialeah, Florida 33012 305-825-5500 _Juan E. Gonzafez 470 W 38 Ft Hiateaft, FL 33012 • 5 ltiliMotl,r711V 1915 DATE 40,663-11.39/660 $ g DOLLARS 8 / bkc FOR Signed: 1'06601 / 39 21: 0 30 308 389 (Contractor or Buildel,A,- Date Legal Description Owner/Lessee/Tenet PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E.,2nnd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Job Address � 2 ) /6 Tax Folio kie7716e) toZP-7e, Historically Designated: Yes No Master Permit # ®® 0002 ' J Phone Contracting Co. 494/6. oe''' 3,.6 ' — Address Qualifier '%i fig/ C T 9} Owner's Address 4 5 /V t State # PTFOD t' C) ss# Phone Municipal # 7'9 e 412.- Competency # /V aa1- Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICA ' ` PLUM-101G MECHANICAL _ ROOFING WORK DESCRIPTION: Square Ft. Estimated Cost (value) 1) LP L) d " O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Signature of owner and/or Condo President Date P of Contractor or Owner Builder Date Nutary-as"b Owner and/or Condo President My Commission Expires CAI FEES: PERMIT //V ......°°--- RADON C.C.F NOTARY BOND APPROVED: TOTAL DUE \r 0 ' Zoning Building Electrical Mechanical Plumbing Structural Engineer Date otary as to Contractor or Owner Builder My Commission Expires Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date' 44512— Job Address 4f 1/14/ 9 &, Tax Folio Legal Description Historically Designated: Yes No O w n e r / L e s s e e / Tenant S O if A N2.10 M a s t e r P e r m i t # 20 d Z— ST I Owner's Address Lj 5 A. W Z cypt Phone / Contracting Co. O Le190 It., 151;1 Address Lf 2 / l Sc 'io '2674 Qualifier 0 Srkj IV 0/2 1-5-4 ss# - Phone State # IZFoo Lf3 c203 Municipal # /qZ 2_3 Competency # f 9 2-2-3 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRIC • PLUMBING ECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION {dig-P. t 7'o r ter I 1-4 ✓ J 1 S a/6A % sT: Cu.,,-A-6-r1^i i7 w/ Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all wor will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 regulatiu construction and zoning. Furthermore, I authorize the above -named contractor to dole work stated. Signature downer and/or Condo "dent Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning Building Electrical Mechanical Plumbing C.C.F. NOTARY BOND TOTAL DUE Structural Engineer APPLICATION FOR BUILDING PERMIT MUST ACCOMPANT THIS ADDENDUM. Is A MASTER PERMIT HAS H. AIMED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) • P LIMB ING ELECTRICAL MECHANICAL UNIT T B ./ FEE ITEM UNIT SWITCH CURETS FEE • ITEM . SPACE HEATBIS ' '. WIT FEE LIGHT CUTLETS CENTRAL HATING 'ATM RECEPTACLES A/C (WIND) SAL SERVICE TESF'CitARY A/C (CENTRAL) :ING FOUNTAIN SERVICE SIZE IN APS [ CT WORK TRAIN SERVICE REPAIR/METER CHATOE REFRIGERATION IE TRAP APPLIANCE CUTLETS PROCESS AND PRESS PIPING :CEPTCR RANGE TOP UNDERGIO&O TANKS .CRY / OVEN ABOVE GROUND TANKS DIY TRAY s WATER HEATER U.F. PRESS'LRE VESSELS S WASHER MOTORS 0- 1 HP STEAM BOILERS •• :A - • MOTORS OVER 1- 3 FP HOT WATER BOILERS . . . POT/3 COMP. MOTORS OVER 3- -5 H? MECHANICAL VENTILATION , RESIDENCE MOTORS OVER 5- 8 FP TRANSPORTING ASSE LIES , SLCP IrOTCRS OVER 8- 10 HP ELEVATORS/ESCALATORS CRARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS • "AL Id4TCRS OVER 25-100 FP ' COOLING TOWERS .R CLOSET MOTORS OVER 100 HP VIOLATION i RECT WASTES A/C WINDOW REINSPECTION .R SUPPLY TO: AIR CONDITIONERS • 'C UNIT STRIP HEATER IRE SPRINKLER GENERATORS TRANSFORMERS _ • EATER -NEW INST. GENERATORS TRANSFCR EBS _ i EATER- REPLACE GENERATORS TRANSFORMS • I VIII SPRINKLER -WELL SPECIAL PURPOSE i1)rMING POOL �_ • CUTLETS COMMERCIAL ( TER SERVICE :R CONNECTIONS TUBES SIGN TRA SFCR.VERS _ _ JTY- SE7(ER SIGN TIME CLOCK _ITY -WATER REFS TIC TANG( ,, - ®, A'fTE - V( TELEVISION CUTLETS '� WIELD, 4' TILE/RES. _ VICLATICN �' & ABANDON SEPTIC TAM( RER PECTt0H '� KAGE PIT CU. FT. CH BASIN CHARGE WELL ESTIC HELL _ A CRAIN F INLET _ AR DATER HEATER Z STAMP IPE ,L PIPING ai SPRINKLER SYSTEM :ER�(GAS) PIPING Bank of America Advantage i:0630000101. 00 1 19 78 7098 L,u 309? SLOE SHEFFIELD Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed:4 /29 /2002 Plumbing Permit Permit Number: PL2002 -109 Page 1 of 1 Applicant: JOHN Owner: FAZIO JOB ADDRESS: 45 NW 96 FAZIO JOHN ST Contractor TOLEDO PLUMBING CORPORATION Contractor's Address: 10825 SW 84 AVENUE Local Phone: 305 - 551 -4735 Parcel # 1131010330420 Legal Description: MIAMI SHORES SEC 6 PB 10-39 LOT 21 & W1/2 OF LOT 22 & E25FT OF LOT 20 /IV . 00 Total Fees: $0.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/26/2002 Construction Value: $1,600.00 Work: PLUMBING FOR NEW ADDITION If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit Is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with : understanding that the work will be performed In compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal a • + - This Permit may be revoked at any time If the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is grant is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby r - own on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Si, �, i (INSPECTOR) BY: �r1 /rte In cars;' - �i; �f : 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, • .. <, statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume respontsibility 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 Printed: 4/10/2002 Permit Number: = YP2002 -55i Applicant: JOHN Owner: FAZIO JOB ADDRESS: 45 Contractor ORONI INC Local Phone: (305)685 -0412 Parcel # 1131010330420 NW 96 FAZIO JOHN ST Contractor's Address: 14040 NW 6 CT Legal Description: MIAMI SHORES SEC 6 PB 10-39 LOT 21 & W1/2 OF LOT 22 & E25FT OF LOT 20 Fees: Description Amount FEE2002 -2019 Buildier's Bond $300.00 FEE2002 -2020 Building Fee $300.00 FEE2002 -2021 CCF $7.20 FEE2002-2022 Radon $18.95 FEE2002 -2023 Notary Fee $5.00 Total Fees: $631.15 Total Fees: $631.15 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/6/2002 Construction Value$101,419.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifkations that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: 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 stmt conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Mlami 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: Work: ENCLOSE GARAGE; RAISE FLOOR & ADD A BATHROOM If there is no permit package accessible on the Job-site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time If the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: In consideration of the issuance to me of this permit,1 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 Printed: 4/9/2002 Building Permit Permit Number: BP2002 -551 Applicant: JOHN Owner: FAZIO JOB ADDRESS: 45 Contractor ORONI INC Local Phone: (305)685 -0412 NW 96 FAZIO JOHN ST Contractor's Address: 14040 NW 6 CT Parcel # 1131010330420 Legal Description: MIAMI SHORES SE PB 10-39 LOT 21 & W1/2 OF LOT 22 & E25FT OF LOT 20 a /66c,56. /Do/2- e A bal born Fees: Descrip io Amount FEE2002 -2019 Buildier's Bond $300.00 FEE2002 -2020 Building Fee $300.00 FEE2002 -2021 CCF $7.20 FEE2002 -2022 Radon $18.95 FEE2002 -2023 Notary Fee $5.00 Total Fees: $631.15 Total Fees: $631.15 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/6/2002 Construction Value$101,419.00 If there is no permit package accessible on the job -site for Inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit Is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinary pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or sins that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done In compliance with such ordinances or If the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regufatkms pertaining to the work covered hereby whether shown on the plans or drawings or In the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSP TOR) BY: b corulderstlon of the issuance to me of this permit, I agree to perform the work covered hereunder In compliance with all ordinances and regulations pertaining thereto and In strict conformity with the PIM dressings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responislbilfty for all work done by either myself, my agent, eetrsrte or employes. signal: � 'f'- -�---- __ (Contractor or Builder) BY: Bank of America Advantage" ®Qa.ke4rnerkan GUARDIANB$AFETY BLUE EBB. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed :4 /9/2002 Building Permit Permit Number: BP2002-551 Page 1 of 2 Applicant: JOHN Owner: FAZIO JOB ADDRESS: 45 NW 96 FAZIO JOHN ST Contractor ORONI INC Contractor's Address: 14040 NW 6 CT Local Phone: (305)685 -0412 Parcel #113/1010330 -420 Legal Description: % C-'i a & / Fees: Descrip ion FEE2002 -2019 Buildier's Bond MIAMI SHORES SE5? PB 10-39 LOT 21 & W1/2 OF LOT 22 & E25FT OF LOT 20 Oo/L e A - )O/7 FEE2002 -2020 FEE2002 -2021 FEE2002 -2022 FEE2002 -2023 Building Fee CCF Radon Notary Fee Total Fees: Amount $300.00 $300.00 $7.20 $18.95 $5.00 $631.15 Total Fees: $631.15 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/6/2002 Construction Value$101,419.00 if there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for. a+ This Permit Is.granted to the contractor or builder named above to construct the build pertaining thereto and with the understanding that the work will be performed in compile proper municipal authorities. This Permit may be revoked at any time if the work is not 1 which this permit is granted is the understanding that the contractor or builder named el covered hereby whether shown on the plans or drawings or in the statements or specific Signed: ,% �� (INSPEEETOR) In consideration of the issuance to me of this permit, I agree to perform the work cove plans, drawings, statements or specifications submkted to the proper authorities of Mla servants or employes. Signed:" , (Contractor or Bul JOHN FAZIO JOHN A. FAZIO 45 N.W. 96 ST. MIAMI SHORES, FL 33150 Paytothe Order of � ,J /CO 121 Bank of America Advantage° BankofAmerica. ACH R/r 083100277 For J..E�X - 'e 1:063 &00 2771: 000070039060n' 03arkertmerkan 2697 63-27/631 FL 1 $ (3 /. /3 6UARDIAM., SAFETY BLUE FSPL Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond $ 3 $ 00_/ Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ 1 ( e (¢.01 /sq.ft.) Code Enforcement Fine Zoning Review ( sq.ft. = x/1000 x 0.60) (¢.005 /sq.ft.) 3 REVIEWED AND PREPARED BY: DATE: SECTION Zonin Electrical Mechanical Plumbing BY Fire Public Works Structural Buildin Official NKFIBMINIIIDZENINA Kum INIFIZEMPIMP CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2N» AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756-8972 • http : / /www.miamishoresvillage.com PERMIT APPLICATION Ma ster Permit No. S ary erinit ,16P ' aOO • ( - i 17, — M rrl ( 514-d 1C INSTRUCTIONS - The following.steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 4s L� Address Folio Number ( I ° 3101- 6'3 3 -• 0 L(-LO Lot 7.,1 Block 1 3a Subdivision / a la - 5 PB PG Current Use of Property 5 l'4 4. Cr Proposed Use of Property S 14) 4 C1 t (`°I Tenant Information Apt. PERMIT TYPE ( ✓) - B.uildinp V Electrical Mechanical Plumbing LPGX 11156 City State Zip Description of Work S'P Ce- 4 S FtOvL trAo AO O A- tt/kil-3stovt®t Zoning Linear Feet Square Feet eq Units Floors Value of Work t® ` Bldg Value 6 ax Assessi/Appraised Va1u Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Roofing Fence Other Extension Supplement Reinspection ARCHITECT New Construction y� Name M A.n X �r- cam[ wtp a t-1.(..,_ Enclosure License No. ' 1 0 7 `, Alteration Exterior Address 3 7 3 AD t_ 92:14.1 , Sr y►-1 t / I r htes�� 1 PL, `3`S 1 6 Telephone 50 f-. 1 5-4 , Z31' Alteration Interior Fax 5dr' 17 •74a“a Demolish PROPERTY OWNER Name Tit -1(0 Address 4s Ai 4✓ ei (P.M I, f_ _ 14i t l2. J(�L 17, e, Home Telephone (L f Business Telephone 10 r. 21e A 0-3-0 TYPE OF MANAGEMENT (✓ ) New Construction Name 691 / I� ^ / T / A fC,, , t� Enclosure License No. Alteration Exterior License No. C 6 e , Repair Telephon for 6 s ,i �f vizax fee_ 6 rg. r vt Alteration Interior Z Demolish Telephone 03 0 S- - t 1_ ei. 5 u 5' Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other ENGINEER 1 Name 691 / I� ^ / T / A fC,, , t� Name R4 4 S ®q Av I L License No. License No. C 6 e , e__7' Telephon for 6 s ,i �f vizax fee_ 6 rg. r vt Address 6 O N 6) 1 6crn4-- M(A ut( `F'. 1301 Z -: Telephone 03 0 S- - t 1_ ei. 5 u 5' Fax 10C - , .t6 ° G t-1 it ti CONTRACTOR Name 691 / I� ^ / T / A fC,, , t� License No. Address `,, /'tr 170 ` ' t ° 4 e__7' Telephon for 6 s ,i �f vizax fee_ 6 rg. r vt Qualifier Name / - J44vi63, Page 2 PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MPWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction, I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. • I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1st Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. RIDA, C. UNTY OF MIAMI -DADE STATE OF FLO A, COUNTY OF MIAMI -DADE Print Name S omtoo and subscribed before me this day of (TOO QR / Signature of No SEAL: in. P. fF BARBARA At tl PUCAZ' .i ".0 COML19B5'd0t P'U MBER CC?23468 INS' COSCISS ON EXPIRES M A rd, 2x;2®02... Personally known ; ' • I u + • enhfication r Type of Identification Produced: ea& f )rioelr5 Cif cenIse_. Signature of Conti°actor /.Qtiialifier Print Name �/ Sworn to and subscribed before me this, /� day of A/ ,vC Signature of Notary Pub c - State of Florida SEAL: 4,1±0. Cristina Hue * *My Commission CC895557 y'4,,,,.,' Expires December 19, 2003 Personally known �� OR, Produced Identification Type of Identification Produced: Page3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. 1'YPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Cooling Tower Fan Vent Hood, Cost Outlet, Wall A/C WaNWm. Tons Service, Temporary Dryer Vents, Number of A/C Central 4-7 Ton Ventilation, Cost Fire Pump Air Handler, Tons Outlet, Switch Ductwork, Cost of Signs Periodic Inspections A/C Central 8 -15 Ton Barbecue Fixture - Fluorescent Fire Sprinkler System Oven Space Heater (kw) Bath Fan - Vented, # A/C Central 16-20 Ton Fireplaces, Number of Fixture Light S Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low- volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New NIECIIANICAL TYPE QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. Minimum Fee A/C Central, Tons Bath Tub Cooling Tower - Heating Strips, each Vent Hood, Cost Miscellaneous Repairs A/C WaNWm. Tons Solar Water Heater Dryer Vents, Number of - Paint Booth Ventilation, Cost Filter Replace Air Handler, Tons Pool Piping Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Cap - Fixture Barbecue Fountain Fire Sprinkler System Piping Sprinkler System Bath Fan - Vented, # Cap - Water Fireplaces, Number of - Pressure Vessel S - PLUMBING TYPE A/C Condensate QTY TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: - DATE: 04111/2002 08:58 3056889550 ORLANDO PAGE 02 202811'64415 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. .TAX FOLIO NO. 1 131 010_3364 STATE OF FLORIDA: COUNTY OF DADE: 02R1.75941 2002 NAR 21 14:57 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 t of Commencement. etc 1. Legal description of property and street, address: NUJ q Ni ,- , ►.4 i Ohrduoi p) ` t 5a 2. Description of Improvement: (III tG 4G14t2,r) k V4-0 _ lE d r D w j all/brill 3. Owner(s) name an address: DOI'.n M1210 (�S ICAO FI 3 Interest in property: V42 CIDat _„ Name and address of fee simple titleholder: 4. Contractor's name and address: al e 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: • Amount of bond $ 6. Lender's name and address:. Arco RECORDSBPOR CFLUI ecouvrv, rtCaraq RWORD : R1FlED HARVEY RUVIAN Vircitrt viRCU1T COURT 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided bySection 713.13(1)(a)7., Florida Statutes. Name and address: WC3 8. In addition tarhims&f, Owner 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: 4LkAkA 0 9. Expiration date of this Notice of Commencement; the expiration date is 1 year from the date of re- ecording unless a different date is specified) Signature of Ow Print Owner's Name anYL7 Cl2aCa Sworn to and subscribed before me this 1 S Notary Public Print Notary's Name & #V 1' C, My Commission Expires r_ ` day 0 omc. 044v PM9 M urceirC PETORAV6 ;; •• . r,t 'CC coM MiSS14 Nu I+ ¢Ea f C 8O2a 7Q / ' Y 20,2o03 r et. 612.072-di Prrpararl by Addrooa: '13.14C44411 Pt 3.1162K BUILDING OWNER'S NAME JOHi, A, EAZIo IlgItI r�O IRE ADUR 8 ilnrtuding Apt., Unit, Suite, ntrd /or Bldg. No.) Olt P.O. ROUTE AND BOX NO. e(rmpa ny 't7 IY.�. �t�TH JTREET t 4rrr:r�C�K' TTY STATE IP cope IAMI SHORES FLORIDA 33150 ROPEtt..1 D SCR iION (Lot i Blork Nth ibo n 'ipx Parcel Tlumbar. Legal Dosctlptlon, olc.) LOT L� Wi LOT , & t . �(?T 20, .J.Lpc-K 30, MIAMI SHORES PO BUILDING USE (e.g., Residential, Non- resldentiol. Addition, Accessory, oto. Use Continents section If necessary.) iiL�ATITUDE//LONG DE(�(OPTIONAL) HORIZON TALp MUM: ( fMl° - t/#' - f10.00" or 011.00Nfle) Ii NAD 1927 I.9I NAD 1993 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the Matt-actions onptVes 1- 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3087.0077 Expires July 3f, 2002 SOURCE: L -. OPS (Type): 1 USGS quad Map (_,,,f Othen SECTION t3 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION PI CO MUNITY AWE CO M NIfY NUMBER 82. COU TY AME B H. AT IAMI SHORES 120652 MIAMI -DADE FLORIDA 84. MAP AND PANEL B5. SUFFIX 86. FIRM NUEX 97. FIRM F ANEL Bll. FLOOD 89. i3A88 FLOOD i;L8VATION(8) NUMBER DATE EFFECI'IVFJREVISED DATE ZONE(S) (Zone AO. We depth of flooding) 125025C0093 J 7-17-q 3 -2 -94 " 1' N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In B9. 1_1 PIS Profile 11(I FIRM 1_1 Cemmunitypetermined 1...4 Other (Describe): 811. Indicate the elevation datum used tor the BFE In 89: (.At NOVD 1929 1__1 NAVD 1988 (__1 Other (Describe): 812. Is the building located In a Coastal Barrier Resources System (cans) area or Otherwise Protected Area (OPA)? 1_) Yes III No Designation Date: SECTION c- BUILDING ELEVATION INFORMATION SURVEY REQUIRED) 01. Building elevations ere based on: (__IConstructlon Drawings* l__IBullding Under Construction* Alr, Finished Construction 'A new Elevation Certificate will be required when construction of the building la complete. 02. Building Diagram Number 1 . (Select the building diagram most similar to the building for which this certificate is being completed - see pages 8 and 'f. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1-V30, V (with BM), AR, AR/A, AR/AE, AR/A1 -A30, AR/AI-1, AR/AO Complete Items C3a -I below according to the building diagram specified in Item C2. State the datum used. if the datum is different from the datum used for the SFE`hi Section 8,; convert the datum to that used for the BFE. Show field measurements and datum conversion calculation; Use the space provided or the Comments plea Section D or Section G, as appropriate, to document the daturri eonverslon. Datum N G V D 2 9' Conversion/Comments N 0 N E Elevation reference mark used C 0 U N T Y Does the elevation reference mark used appear on the FIRM? 1_1 Yes O a) Top of bottom floor (including basement or enclosure) 1 2 . 6.0 tt.(m) 1 i3 b) Top of next higher floor N / A tt.(m) U c) Bottom of lowest horizontal structural member (V zones only) N /A tt.(m) U d) Attached garage (lop of slab) 1 0. 73 tt.(m) i ❑ e) Lowest elevation of machinery and /or equipment servicing the building N/A A it.(m) d 0 Lewes! adjacent grade (LAG) Q ..6_ .. tt.(m) ❑ g) Highest adjacent grade (I-IAO) 1100 IL(m) U h) No. of permanent openings (flood vents) within 1 11. above adjacent grade N / A U i) Total area of all permanent openings (flood vents) In C3h N/ A sq. In. (sq. cm) 1-4..1 No SECTION 0 - 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 Infvnnatton. 1 certify that the Information in Sections A, B, and C an this certificate represents my best efforts to intermit the data available. 1 understand that any false statement may be punishable by line or Imprisonment under 18 U.S. Code, Section 1001. CERI IFIEt�'S NARAME L. ES C W W. AR R LICENSE NUMBER 1060 4.H TITLE LAND SURVEYOR COMPANY NAME ADDRESS„ „ „ „,, CIT) STAT E J447 S W. 44TH STREET II FLA "S11 %5 SIGNATURE D E C E M B E R TT 3 TI-11 7 0 01 TELEP.t;(SE 2 21— 3 416 . KPnMA enrm R1_14 Al III Oh RFP t 3F \ /Ifl U Riff Ff1R Pal ACPR Alt PPM /1111 t+rlitIrltdC IMN3IITAN T: In theee spaces, oopY the corresponding Inrannet on boom Section A. BUILDING 1T EET AC?URE9S^ (IncludJ tg Apt., Unit, Suite, end /or Bldg. No.) OR P.O. ROUTE AND BOX NO. N.W. (b�TH T. CITY MIAMI SHORES NI d v 6 ; , TAW I D A `3f 5. Q .t ZIP CODE ririy ' drn 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. COMMEI•ITS J Ched4 here If attachments ,t SECTION E - BUILDING ELEVATION INFORMATION SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A WITHOUT ®FB . For one AO and Zone A (without BFE), complete Items 01 through 03. if the Elevation Certificate Is Intended for use as supporting lnromratlon for a LOMA or LOMR -F, Section C nrusf be cornp/efed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate Is being completed — see pages 8 and T. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building Is (.__� _,_� ft.(m) i��_ �In.(cnt) L.( above or 1_—I below (check one) the highest adjacent grade. E3. For Zone AO only: if no flood depth number Is available, Is the top of the bottom floor elevated in accordance with the community's iloodptain management ordinance? klYess J (No J.t.. J,Unknown. The local official must certify this information In Section O. SECTION F - PROPERTY OWNER kOR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without d FEMA - Issued or community - issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS COMMUNITY INFORMATION OPTIONAL The local official who Is authorized by law or ordinance to administer the community's tloodplelri management ordinance Den complete Sections A, B, C (or 0), end 0 of this Elevation Certificate. Complete the applicable Ilem(s) and sign below. 01.1`1 The Information In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect whb Is authorized by slate or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 02. LI A community official completed Section E for a building located in Zone A (without a FEMA - Issued or community- Issued BFE) or Zone AO. 03. LI The following information (Items G4 -G9) Is provided for community fioodplain management purposes. . PERMIT 1(1MBATI o6. DAT 1'ErnviIt ISSUED 6. ,F�E�IF CAT - OF CO ISSUED Check = r It et .AL tents 01. This perrnit has been Issued for: LI New Construction Li Substantial improvement 08. Elevation of as -built lowest floor (Including basement) of the building is: 09. BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: 4 ft.(m) Datum: LOCAL OFFICIAL'S NAME 1111E COMMUNITY NAME SIGNATURE COMMENTS I.1 Check here It attachments FFWMA Fnrrn R1 -31 AI Ir, qU 17FP1 Ar`Ffi Al I PPM/111R; FI1ITIrlNB RESTRICTIVE COVENANT DECLARATION OF USE PREPARED BY: Y4 Aidt- A— &A-11413.g6 L� DECLARATION OF USE 02R214613 2002 APR 08 11.40 KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned 3-t3.N ov FA Z o is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Lot(s) 2-1 Block 1 0 of M 04411 S,-ta S c"1- 6 (Subdivision), A.K.A. (address) ei S u tf/ q according to the plat thereof as recorded in the Plat Book l D Page 5 5 of the Public Records of Miami -Dade County, Florida, and Whereas, the undersigned owner(s) JG AN p4-sr desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That the use of the property or building will be as follows: /rtmc6- F/intt y 2esoptle6 -- NaT To de- ' 'NTell S PArc{02-4j NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. IN WITNE, S WHEREOF the undersigned has/have caused h\S hand(s) and seal(s) to be affixed hereto on this a� day of In 200k . TNESS(ES ignature and Print / .,1..04 Signature and Print 1M A21c A; CAM Pig E L c- STATE OF FLORIDA): COUNTY OF MIAMI- DADE): c FUa�czu PSignetutkand,l rent 4% Signature and Print 1 HEREBY CERTIFY that on this day personally appeared before me : Chi t lZrd who is personally known to me or has produced f--(Q doc (t\1f'y (,( C 1 (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this obt day of Apf ( , 20 O . . My commission expires 4.# Barbara Ann Fugezzi My Conurtleaton DD083828 NOTARY PUBLIC STATE 0 sol Expires March 29, 2008 STATE OF FLORIDA, COUNTY OF DADE I. HER ' Y CERTIFY that this is a e r,. py f the ongi'7ed inkth office on , AD 20 WITNES ` my hand and Official Seal. HARVEY IN, LERK, • Ci stand County Courts By ' I D.C. V `, �- 19429.t..ar. CRITIQUE SHEET JOB ADDRESS 9 A (At, 76 APPLICANT F4ai PHONE # APPLICATION "0 T7 6 IL) SHEET' OF MISCELLANEOUS PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. suhp,ct to compliance with all Federal, State. Coady.Vitiage rules rut mutations. VIttage essuntem no responstbIllty for accuracy attar pastas from t1ese arts. 2. This copy of plans twat be ayallahlt tacting site or no Inspection be conducted. DATE • 3//3/4,2-- ZONING COMMENTS .0eccieheogliaxi /2-e--co,C0 &fee7 . or usr firrifict*-V ot INITIALS or-f-feeewce z_cmil,06 Cur 3 - Z. 1-1'&76-(44,, a I ';'re/3 fri-de fe I f 14,izeue,/ 651c 6 ele 7 el Ca t--ef 76 (—a zo fro BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE. MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE (305) 795-2204 FAX (305) 756-8972 R n'CE1 i 7 ` ter' V `v�''�\ �i L % P' C-L �.� (� /owner, picked up 2 sets of plans far (address) r m�S 7- from the Building and zoning Department on (date) to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Signature ?6C-5Zee• 3637 U I {er __ 111 111 111 111 111 111 111 111 111 111 1 Hurricane Shutters Storm Panels • Accordions • Roll -ups No. pi SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Attn: Building Official: We are Dade County Notice of Acceptance Holder for the SSA (6.8" - HR) Aluminum Accordion Shutter under number 01- 0228.04. This letter authorizes j61+ r- i o to use our SSA / (6.8" - HR) Aluminum Accordion Shutter at the following job: Sincerely, A Kevin P. Kenne President Li S A! r,\I q6,711 s 5 -C"vr P9/40411 S /r4. f - '?3,7 15421 West Dixie Highway, Bay 23 • N. Miami Beach, FL 33162 • (305) 945-7277 • Fax: (305) 945 -1131 Hurricane Shutters Storm Panels • Accordions • Roll -ups No. IIZ- ., SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Attn: Building Official: We are Dade County Notice of Acceptance Holder for the SSA (6.8" - HR) Aluminum Accordion Shutter under number 0 1 - 0228.04. This letter authorizes rietc, o to use our SSA / (6.8" - HR) Aluminum Accordion Shutter at the following job: Lis Iv (974 Sincerely, P Ut_.J Kevin P. Kennedy President I'4/ -,1 sttel s,it ?7'? Es 15421 West Dixie Highway, Bay 23 o N. Miami Beach, FL 33162 • (305) 945-7277 ® Fax: (305) 945 -1131 .Lear ut.t. US, 2001 ID: PGT INDUSTRIES nalAnrtl•IJ� TEL NO: (941) 480 -1900 #114313 PAGE. 2/8 PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of. SH -7o1 Aluminum Single }lung Window Impact Resistant under Chapter S of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. - BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0629.08 EXPIR-I S:.I -1/0! /2006 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WCs :f r F1.AGI,EK STREET, SUM: 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX(305) 375-2908 C.'ON1'RACrOR LICENstNC: SISC.TION (305) 375.2527 FAX (305) 375 -25S1 C:o•r}tACroR Z.N1•'okce u.rrr UiVISIO (305) 375.2966 FAN (305) 375.290a PRODUCT CONTRoi, DIVISION ( 305) 375.2902 FAN (305) 372 -6339 Raut ttoangucx Chief Product Control Division THIS IS TIME COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW OMMITTEED This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11 /01 /2001 Its045000I tpc200011temptatesinot ce acceptance cover page.dot Internet mail address: ' postmaster^buiiclingcodeonlinc. tni Francisco 1. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office Uomepage: httlt : /Iwww. buildingcodeonline.conl ILL NU; I i41) 4i -1 *114313 PAGE: 3/8 Vinyl Tech/Progressive Class Technology_ _ ACCEPTANCE. No. :___01- 062-9.08 - - APPROVED November 01, 2001 EXPIRES • November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do, not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, ©8- 18-98 and last - revised on 10 -11 -2001, signed and sealed by Robert .E_ Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Noti :e of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to sinjle unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table' 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 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'. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6,1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida 13uilding Code (SFBC) in order to properly evaluate the installation of this system: !shag I. Chanda, P.E., Product Control Examiner Product Control Division • . v1 it 1.1.." 11 \11...J Vinyl Tech /Progressive Class Technologv t LL t 1%J '. J $J. 1UU 1 J Jt) 411'4J1J t "rt 3L' 4/U ACCEPTANCE No.: 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this offic :c. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade Cot.nty, Florida, and followed by the expiration date may be displayed in advertising literature. If any portions of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tinge. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE I C had , (-114,14L 'shag 1. Chanda, F.E., Product Control Examiner Product Control Division 3 53,125 MAX. 76.000 MAX. 5 3/4" VENT _SIZE; 50 1/2" x 38 1/4" 8.000 1 13 1/8" 01 13.000 ---1 TYA °,tiAD& SILL 'ELEVATION L RisE M1SSf, E IMPACT WINDOWS 1.) GIAZING OPTIONS: A. 5/16" (.350) L4MINA1TD GLASS (1/8" aled/ 090 film /1/8" annealed) B. 5/16...6350 LAMINATED GLASS (1/8" heat strengthened /.090 lilrn/1/8 " neat strengthened) 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 5 3/4 " FROM EACH CORNER (HEAD Jc SILL) MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING Al HEAD & SILL: 13.000 MAX. SPACING AT JAMBS: 13.125 .5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED } DESCRIPTION V.T. FLAN 0 FRAME HEAD LANG a► RAME SILL Atum. 6063- FLANGE FRAME JAM :. Alum. 60 F 0 M ETING Alum. 6063 -75 .Jum. 6063 -T5 QTY. / LOCATION VENDOR 1Y1 VENDOR if 61 226 612227 AF- 12225 (3 AF -12226 s' -12227„ 1222 612228 612 29 612230 SASH SIDE RAIL Alum. 606 -T5 6534571 9 10 • IEY16 tM) 1 L. #Q' 16 Lf;7 6 x .7 0 PHIL. PM H0. 14 SWEEP LATCH 8 x .625 PHIL FLT. HO. t 6 WIND OAD A' R Alum. 6063-T5 8 W T i . T. IP - VINYL BULB �?�'•' 19 SH T.P GUIDE 20 ' RE N • •.• - ----• 1 • er Clazin • Bead e`X $Y SOLUTIA IN £ "LAYER DUPONT PVB INTERLAY£R 7658PcAA 7858WW 612236 78X38PPT 6TP249K to attach Bolonc s to Jombs] 1 11.5 from end of vent top roil 2 if width is > =. 42" 2 Sweep Latch Screws rw t usir. • 2 Swee ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX AF- AF -12230 4.„s AF -12231 3457: TEAM PLASTICS TP -247 DOW CORNING H. .0 H.P.G. AQUA FA EWERS MINIATURE DIE CASTING GT. 214. XX�. Latches f ome 'ombs 30 -from bot. WIndtood A • a ter - Screws at ent Bottom Roil AF -12236 TP-24 MAS . R TOOL VINYL CH. 5TAVF. WEATH R RIP - PILE 6 062W 3 1 01 each frame omb SCHLCC L CORP. F. 826 -18'/ ... SA H FACr GUIDE went io b 2.5 nom bot. 6 x .500 PH11.. F T. H0." 75X 12F PAW (cosh to e • tie • e scr ws SCHER R IND. PROD Alum. .063 -75! to • of each frame am • 1♦ A U Ar- t � [:liti Ale'.4amuilwi :ki' FEENWMOREHEAD SM5504 ) PROTOTYPE N STOP 1N1 IX # 0 ADAPTER NITER 71087 2 6SM55W 61207 frame DESIGN PRESSURE RATING (P.S.F.) 5 /16 LAMINATED 5/16 LAMINATED W/ ANNEALED CLASS Y// HEAT STRENGTHENED CLASS WATER INFILTRATION WATER INFILTRATION WATER INFILTRATION WATER INFILTRATION REOUIRED NOT REQUIRED REQUIRED NOT REQUIRED -50.0 +50.0 toneri L. Clark. P.E. PE #39712 -50.0 +50.0 -80.0 +66.7 1 —80.0 +80.0 INDUSTRIES Itevsd By: F.K. - Roved By: D.B. 44 •WC•96 -1 D7 1— C.7 A PRODUCT RENEWED ANCEN4 of ~GLL'f.06 IRAT1014IIATI AJG�BM4Frt 01, ?tit mum TIM.D010 CODE VIM w w Date: ' Revisions: JO /r7 /D/ •;8, TABLE, EXTR. - Got e: I Revisions: - 8/18/98x:. D.B. Drown 2`9 98 description: ELEVATION &. PARTS LIST 1070 TECHNOLOGY- DRIVE NCXOMIS. rt. 34275 P.O. 60X 1529 ♦K1vAUtc rY •4174 ALUMINUM SINGLE HUNG WINDOW Series/Model: scale: 1 Sheet: 'Drawing No. _ 7nt A.t-rc 1 or 4 4040 -o 1q Rev: 7.734 ROUGH OPENING j_ .500 r IINACTIVE 75.000 34.500 DAYLIGHT OPENING 34.500 DAYLIGHT ACTIVE OPENING I - • fr .655- _ .C-X_CERLQ8 1 2.330 R0lJ1I OP 1NG - 2.784 seRiaNCE Tar REPORT: FTL- 1889 . _ IA23 r ROUGH OPENING vERDCAL SEC! . • . INTERIOR •••••■••••••••••••••••■•,■.*,•*•••■••••••••••••••••••■••••■••■•■•••■••■••••••• 01•■••••■■ EXTERIOR 5.1.125 49.625 DAYLIGHT DPENING INTERIOR 48,250 9 DAYLIGHT OPEIANS HORIZONTAL SECTION 2.710 ROLICH OPENING :rt L. Clark, P.E. PE #39712 StrucLtiraI 4,.71 INDUSTRIES RODUCT UNWTD A rwrie:cg t4t).4.--Og ?9 .0 ( DATt _.&01/6,4 i,q) F.K. 10/11/0! TB, TALE. EX;TR. Pv 14=1 • Cit4.111.4 Acrid 9/: Dote: •747rsons: 8/18/98 BUTUusticoatZta iirePPKI!" IM7",-;so §,7-57,1" Revhions: Oren Doty— D. B. 219/98 S EC T1 ONS 070 ItCHNOLOGY DRAT NOKOMIS. FL J4275 P.O. 80X 1529 NOKOmis, FL 34274 tith: ALUMINUIvf SINGLE HUNG WINDOW series/Axle SH-707 6 006T -08i 7 Tt76) Scate: Sheet. Orawg Na. D• • - • 4...• NTS 2 4040 13 ra- 0 , : • _L- .737 F - .705 (7) ALUM. 6063-T5 - • . 2.764 062 1.187 062 1.403 is 2.029 1L-1 ALUM. 6063-T5 H 1.165 1r- 1 .062 .655 T 2.784 ALUM. 6063-T5 • - - .062 2.530 1.348 .678 .050 .4 73 -r-1 ALUM. 6063-T5 0 ALUM. 6063-T5 0 ALUM. 6063 -T5 don -04 1.723 -- ALUM. 6063 -T5 1/8" ANNEALED OR HEAT STRENTHCNED GLASS .090 INTERLAYER -� SAFI.Eh BY SOLUTIA OR DUPONT PV8 i0 ALUM. 6063-T5 51� 4 u u ALUM. 6063 -T5 g _./04( 2obert L. Clark. F.E. 1070 TECHNOLCCr OWE NOKOMIS; FL 34275 Reilld ._ F.K. 10/1 1 /0 Rev=dgy: Dote. D.B....: _8/18/98 1/2" NOM. GLASS SITE 1%8" ANNEALED OR HEAT STRENGTHENED GLASS 5/ 1 6" LAMINATED GLAZING DETAILS IPPODUCT ificftt WIND a, yr cxtab. a -D- 2r^.ta` • :14. oNDATT.,/viI�Y;tiZOQb hA tirQYa 8y: D.B. RG�iplion8: p _ TB, TABLE. EXTR. JX w i�v'Mgi I 111,111.11A CO*:t C Revision= Dote: 2/9/98 Description: EXTRUSIONS & GLAZING OPTIONS rtk: ALUMINUM SINGLE HUNG WINDOW Dal mialsnawI IDd P1 r • 006T-08V (TP6 ►.o• TYP. HEAD a• 4 • TYP. HEAD /4" TAPCON �� S1n #12 Pa!vtiEan r— • • ' a a 1.500 .250 kfAX REFERENCE 7EST REPORT: .F71-1889 TYP, SILL 1.250 TYP. JAMS' 7 4/7 :n 1... Clark, F'.E. YE 439712 - Structural NDl1STRtES W Revsa Dote; F 1011 Vo Revs4 Sy: Dote• D.&r .- ....8/18/98 Pa'- -_ Date:.... D.8. . 2/9/98 Description: ANCHORACE Re atons: T8, TABLE, EXTR. Rev Voris: 1070 TECHNOLOGY AWE' NOKOMIS...FL 34275 P.O. BOX 1529-- - NOKOMIS. FL .3'274 Tith: r 0 ALUMINUM .SINGLE HUNG WINDOW S e r i e s / J . 4 7 d e : Scalb:.. -_ S n e e r D r a w i n g No. .. -- ... SH -701 NTS 4 Q(. 4 4040 - 12:57 DEC 01 2001 ID: PGT INDUSTRIES M1MADE TEL NO: (941) 480 -1900 1114313 PAGE: 2/8 MIAMI -DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of: SH -701 Aluminum Single Hung Window Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BC CO may revoke, modify, or suspend the use of such product or material immediately. - BCCO reserves th right to r•3voke this approval, if it is determined by BCCO that this product or material fails to meet the require:nents of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0629.08 EXPIRES. I I/01/2006 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, strr1: 1603 MIAMI. FLORIDA 33130 - 1 563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR L10ENS1N(: SECTION (303) 375.2527 FAX (305) 373 .25U ( :o T tACTOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 373.290a PRODUCE' CONTROL DIVISION (305) 373.2902 FAX (305) 372 -6339 Raultwangucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &'PRODUCT REVIEW COMMITTEEO This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 •(.,o Francisco J. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office 11s045000I1pc20001ttemplates1notice acceptance cover page.dot Internet mail address: postrnastcrgbuildingcodeontine.eom Homepage: http://wwwbuildingcodeonline.com ,atC 03, 2001 ID: PGT INDUSTRIES TEL NO: (941) 480 -1900 1114313 PAGE: 3/8 Vinyl Tech/Progressive Glass Technology ACCEPTANCE. No. : 01- 0629.08 APPROVED November Olt 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last- revised on 10 -11 -2001, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 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'. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.L2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code _ (SFBC) in order to properly evaluate the installation of this system. t 41,41 1. La. iNctA Ishaq I. Chanda, P.L•'., Product Con trol Examiner Product Control Division AC 03, 2001 ID: PGT INDUSTRIES Vinyl Tech /Progressive Glass Technology TEL NO: (941) 480 -1900 *114313 PAGE: 4/8 ACCEPTANCE No. : 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 0l, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal :application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no Longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, usc, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. Any of thc following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endotsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade Cot.nty, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by thc manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE 1cket. , L114.k,d< Ishaq I. Chanda, F.E., Product Control Examiner Product Control Division 3 53.125 MAX. ye.000 MAX. Fen VFW _SIZE; 50 1/2" x 38 1/4" 5 3/4 " 8.000 —T. 1/8" ON C I • * 13.000-1 TYP. BLAB & SILL 'ELEVATION LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5/16 (.35)) LAMINATED GLASS (1/8" onnealed/.090 film/1/8" annea(ed) B. 5/16" (.350) LAMINATED GLASS - (I/8" heot strengthened/090 (ilm/1/8" heat strengthened) 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 5 3/4 " fl ?OM EACH CORNER (HEAD & SILL) MAX. 6" FROM LACH CORNER (JAWS) MAX. SPACING 47 HEAD & SILL: 13.000 MAX. SPACtNG AT JAMBS: 13.125 .5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6 ) RLIERPsICF TEST REPORT 1-11-1889 r- ITEM NMI FLANGED FRAME HEAD Alum. 6063 -T5) 612225 1 Q FLANGE► FRAME SILL Alum. 6063 -T5 612226 1 3 FLANGED FRAME JAM:. ?Alum. 6063 -T 612227 2 4 FIXED MEETING RAIL (Alum. 6063 -75 612228 1 i 5 SASH TOP RAIL (Alum. 6063 -T5 6122291 6 SASH BOTTOM RAIL (Alum. 6063 -T5 7 SASH SIDE RAIL Alum. 5063 -T51♦ 8 9 DESCRIPTION Y.T. # QTY. / LOCATION ' 10 SILICON 2 ©16 &EMU '� 2 • -D x©16 �ID� l : _. ; 13 r6 x .750 PHIL. PN. HD. 7658PFAA 2 to attach Balances to Jombs) AQUA FASTENERS 14 SWEEP LATCH 1(11.5" from end of vent top roil MINIATURE DIE CASTING PGT.214.XX 2 if width is > =- 42" i ; 8 x .625 PHIL FLT HD. 7858WW •2 Sweep Latch Screws MERCHANTS FASTENER - 4 when using 2 Sweep Latches) . AF -12236 16 WINDLOAD ADAPTER (Alum. 6063 -T5) 612236 2 frame jambs 30 - from bat); ALUMAX 17 I '8 x 375 PHIL. P.H. T K 78X38PPT 4 Windlood Adapter- Screws) MERCHANTS ASTENER IA , � 18 WEA HERSTRIP - VINYL UL SASH 67P749K 1 at Vent Bottom Roil) TEAM PLASTICS TP -249 MASTER TOOL —73 i g H TOP GUIDE 2 1 per each balance � j, PCT WEATHERSTRIP 612231 ALL1 AL UMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR VENDOR # �� AF -12225 W AF- 122'6 AF -12227 12229 AF -12230 AF -12231 6534571 i 6TP247K 8 8 1 per Glazing 8eod 62899C ALUMAX TEAM PLASTICS DOW CORNINC H.P.C. H. P.G. AF-534571- TP -247 -i 899 d 20 .SCREEN ` .2 1 er each balance ORG 21 BALANCE COVER 22 2 1 ® each frame tomb CALDWELL BALANCE 23 WEATHERSTRIP - PILEVINSEAL 61062W 3 0 rent jambs & vent lop roil) SCHLEGEL CORP. FS7826 -181 24 SASH FACE CU1DE 71087 2 1 /vent iamb. 2.5 from bot.) VINYL TECH. \PGT 25 6 x .500 PHIL FLT. HD. 75x12FPAw (sash face guide CHERER 1N0. PROD. ide screws) AF -12244 26 SA$H STOP ,Alum. 6063 -TS 612244 2 9 ( top of each frame iamb ALUMAX 27 ;8 x 1.000 PHIL. P.H. SMS 78X I PPA 4 [Frame &' Vent Assy. screw /MERCHANT'S FASTENER S/45504 28 SEAM SEALER 6SM55W 29 WINDLOAD ADAPTER (PLASTIC) 61207 2 (0 frame iambs. 30" from bot.), PROTOTYPE • WC996 -1207 _ 5TAVF. (5) LATER DESIGN PRESSURE RATING (P.S.F.) 5/16 LAMINATED • 5 /18 LAMINATED W/ ANNEALED CLASS W/ HEAT STRENGTHENED CLASS ; WATER INFILTRATION WATER INFILTRATION WATER IhIFILTRAT10N I NOT REQUIRED REQUIRED NOT REQUIRED -80.0 +66.7 -80.0 +80.0 WATER INFILTRATION REQUIRED -50.0 +50.0 -50.0 +50.0 tobert L. Clark, P.E. PE #39712 Ss =■rlural 1NDUSTRIES 1070 TECHNOLOGY - DRIVE NOKOMIS, 11 34275 P.O. 80X. 1529 NOKOMIS, FL 34274 gevsd By: F.K. - Knout 8j.; 0.8. Drown 8y: D.B. DOW ' Revisions: i o/ 17/0 r .B; TABLE. EXTR. 1 11 000m Cote: 1 Revisions: 8/18/98):. ._ Ws: 9/98 1 PRODUCT RENEW EM MICE No, pf— G -`t.t?L1 IRAT1ON DATt' No ✓e�tiia o (, 7 1011 4 OescriptIon: ELEVATION & PARTS LIST Title: ALUMINUM SINGLE HUNG WINDOW Series /!lodet: Scale: Sheer Growing No. SH -7101 INS i 1 of 4 I 4040 W W 2.784 ROUGH /OPENING .500 !31 IN ACTIVE • 34.500 DAYLIGHT OPENING 76.000 r 12 4.500 DAYLIGHT ACTIVE OPENING ROUC1 OPENING 2.330 .655 — 1. _EX T. PLQR o °VGr'vc --- 2.784 1? LRENCE TEST REPORT: FTL -78$9 VE RTIUAL SE67 -16 INTERIOR EXTERfOR 53.125 49.625 DAYLIGHT OPENING P. G. T. INTERIOR 14 48.250 2.710 ROUGH OPENING DAYLIGHT OPEtJ$N HORIZONTAL SECTION Rersd 9j: F.K. RedD. d B 6 Grote: r0 /t a/D 8/18/98 0ro*o 8y:::- Dolt:- D.B. 2/9/98 Desciiprionr Italcrt L. Clark, P.E. - - -_ -._ PE U39712 5jruettiral 1070 TECHNOLOGY ORivE NOKOMIS. FL 34275 P.O. 80X 1529 NOrCOM15, FL 34274 SECTIONS Revisions: TB, TABLE, S3IdISMINI ROTA CT RENWTO A Mill'acx :yrttcei tort DATr.,1:: eYrri, f( ExTR. Pv t d L. cl - atvnc !revisions: DL?TLfl 4t1 CODE C rrae: ALUMINUM - SINGLE HUNG WINDOW Series /140de: St1 -70) 0 006T-08V (Tb6) 0) Score: - - Orowing No. 'Rev: n I) NTSIShe0: 2 01 040 1J . • • • • 2.784 .662 .737 .705 (7) ALUM 6063-T5 *2029 .062 1.403 0)- ALUM. 6063-T5 H 1.165 .062 -0- 1 1.348 .678 .050- - 4 73 --c-1 173- 0 ALUM. 6063-T5 0 ALUM. 6063-T5 .062 .655 "T 2.784 2.330 •■■■•■•-■•". ALUM. 6063-T5 - .057 1 ALUM. 6063 -T5 4 .49n 117 10 .123 1.-- j ALUM. 6063 —T5 2.325 1/2" NOM. ! GLASS BITE 1 /8" ANNEALED OR HEAT STRENTHLNED CLASS . 090 1NIERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 1.969 .062 350 k- ) ALUM. 5063 —T5 .451 A l� 62- -I11 ® ALUM. 6063 -T5 /7/ / -Phi/ Robert L. Clark. P.E. 1070 TECHNOLOGY ORME NOKOMIS, FL 34273 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/1 6" LAMINATED GLAZING DETAILS IMYOUCT VA10,11:11(11 !./iiivGT,2iOQC Re%sd By-: Rota:. F. K. 10 /11/0 Rrrsa Dote•-. - - D.B_ ._. 8/_18/98 eaAians: ? R TB, TABLE, EXTR. Redsioes: blown 8y: Date: D.B. 2/9/98 1 DasertpUan: EXTRUSIONS & GLAZING OPTIONS rtk: T002 `E0 031 00:ET S3Id1SncNI 19d r 0 • 006T -08b k^ tom' _ . jc telrt. • ....+2.13r4At W ALUMJNUIv1 SINGLE HUNG WINDOU/ P1 • TYP, HEAD TYP. HEAD REFERENCE 7EST REPORT: FTL- 1889 TYP, S1LI 4 TYP. JAMB 1 x 1000 BUCK INDUSTRIES- -1 1.250 1, (.J P1 n W 2 x WOOD m BUCK m MAX.- TYP. JAMB Revel. it Date :. Revisions: 10 /11 /0' TB, TABLE, EXTR. Re.sQ ooze - D: -_- -8/18/98 Worn 8, Oats: D.B. 2/9/98 Description: ANCHORAGE True: ALUMINUM = SINGLE HUNG WINDOW S Rawl L Clark,. RE. YE 4139712 1070 TTCHNOLOCY OWE NOKOMIS. a 34275 - P.O. BOX - 1529 --`- NO1 OMIS, Ft. J4274 Revsions: p .yauc �i ?,fiw it ebsONOPOIMMIRMOIO : a-riv pis+ DAT" N--.- �e/� N._ l sue. tick ,1 dot, ercesi�toQe1. Seale .._ Sneet: _ Drawing No.. - -_ _. _ SH -701 NTS f 4 a� 4 4040 S3Id1S�QNI;lEd :QI Rel � r, �- -- 1 5' MIAMI•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION - (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: SSA / (6.8" - HR) Aluminum Accordion Shutter - under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0228.04 EXPIRES: 07/29/2002 Raul Rodriguez Chief Product Control Division /2-V-4-0 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 04/09/2001 \ 1s045000I \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : //www.buildingcodeonline:com Atlantic Shutters, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 01- 0228.04 04/09/2001 07/29/2002 1. SCOPE This revises the Notice of Acceptance No. 99- 0524.01, which was issued on July 29, 1999. It approves a " 6.8" — HR" Aluminum Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This " 6.8" — HR" Aluminum Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing .No. 01 -853, titled " Millennium Shutter System ", prepared by Knezevich & Associates, Inc., dated December 8, 1998, last revision #6 dated February 8, 2001, sheets 1 through 11 of 11, 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. These documents shall hereinafter be referred to as the approved drawings. . LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This " 6.8" — HR" Aluminum Accordion Shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: G.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A 1v1akar, P.E.- Product Control Examiner Product Control Division Atlantic Shutters, Inc. ACCEPTANCE No. : 01- 0228.04 APPROVED 04/09/2001 EXPIRES 07/29/2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code clianges. h. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice di Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the uscr by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ile.(2 Helmy ley akar, P.E.- Product Control Examiner Product Control Division 3 MIA MMADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGI.ER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT 1)IVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: SSA / (6.8" - HR) Aluminum Accordion Shutter - under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0228.04 EXPIRES: 07/29/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 04/09/2001 \L 0450001 \pc2000\ltemplates\notice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : //www.buildingcodeonline.com Atlantic Shutters, Inc. ACCEPTANCE No. : 01- 0228.04 APPROVED 04/09/2001 EXPIRES 07/29/2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 99- 0524.01, which was issued on July 29, 1999. It approves a " 6.8" — HR" Aluminum Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This " 6.8" — HR" Aluminum Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing .No. 01 -853, titled " Millennium Shutter System ", prepared by Knezevich & Associates, Inc., dated December 8, 1998, last revision #6 dated February 8, 2001, sheets 1 through 11 of 11, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This " 6.8" — HR" Aluminum Accordion Shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy akar, P.E.- Product Control Examiner Product Control Division 2' Atlantic Shutters, Inc. ACCEPTANCE No. : 01- 0228.04 APPROVED 04/09/2001 EXPIRES 07/29/2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. h. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this adceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice 'Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy �al:ar, P.E.- Product Control Examiner Product Control Division 3 Echecwed b� vb a .115'= 0 In 2.874" GENERAL. NOTES; 1. THESE ACCORDION SHUTTER SYSTEMS ARE DESIGNED IN ACCORDANCE WITH THE SOUTH FLOROC}'A BUILDING CODE. MIAMI -DADE COUNTY 1991. EDITION. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N.. WITH A MINIMUM Fy OF 30.125 K.S.I. 1. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE OR SLAT AS FOLLOWS: ATLANTIC SHUTTERSC. NORTH MIAMI BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.0 N. POP RIVETS SHALL BE 1/6 "0 OR 3/16 "0 5052 ALUM. ALLOY. 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIOE CLOSURE. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -DADE COUNTY PROTOCOLS PA 201. 202. AND 203. 8. DESIGN I5 BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 98 -050 & No. 00 -013. 9. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 10.FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 11. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12.ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE HR ACCORDION SHUTTER SYSTEMS. U.O.N. 13. THE HR ACCORDION SHUTTER SLAT HAS A BULGE CENTER OF SLAT TO DISTINGUISH IT FROM THE 6.8 ACCORDION SHUTTER SLAT. 3.745" OWALL HEADER (6.8 ONLY) SCALE: HALF SIZE 2.655" .588'x' .600" o� 0 o• 0 N 1.825" 1.583" .484" 6° .400" -105' TYP. 2.300" BASE SILL SCALE: HALF SIZE 250" TYP. 7.00" MAX. ga ANGLE (HR ONLY) SCALE: 3" = 1' - 0" 0 0 N 125" TYP. 5.00" MAX. OgANGLE (6.8 ONLY) SCALE: 3" =1'- 0" 1.048" WALL HEADER SCALE: HALF SIZE d :105" I 1.230" 1 TYP. 3.635" 4.510" (6 1 BASE TRACK ��•..// SCALE: HALF SIZE 1.110" 444 " HEADER SCALE: HALF SIZE 4.596" 4.190" HR 10. MARK r.0618" .258" .030R / 1.250" 1. 745" 1.200" 4 O BUILD OUT WALL HEADER (6.8 ONLY) SCALE HALF SIZE .219": 1 7a TYP. HR SLAT SCALE: HALF SIZE 4.603" 4.140" 4. 1.523" Oj TYP. 6.8 SLAT SCALE: HALF SIZE 1.750" HR STARTER SCALE: HALF SIZE L307.. 10 MALE / FEMALE LOCK (6.8 ONLY) SCALE: HALF SIZE .1875" .1125" .3375" FOR 6.8 AND HR WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION AND ARE NOT REQ'D IN THE CLOSED POSITION. 0 ALUMINUM OR PVC LOCK PIN (NOT REQUIRED) SCALE HALF SIZE 02/22/01 14 :08 11 6.8 STARTER SCALE: HALF SIZE 2.702" 2.465" 2.289" 0 0 0 CO 4 1.200" 1.100" I .250" .125 i .125" 16 CENTER MATE 1 SCALE- HALF SIZE 0 m co 4.596" / / 2.298" HR ID. MARK219" trt..0618" i ga ALT. HR SLAT SCALE: HALF SIZE 4.510" G^' CI ALT. 6.8 SLAT SCALE: HALF SIZE 4.102" r 054" x.227" STAINLESS STEEL ASSEMBLY .3200 HOLE c5 11 -NYLON .050" 12 WHEEL 1.100" - .240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. ,1 .250" iO ROLLER ASSEMBLY SCALE: HALF SIZE 2.642" 2.405" 2.216" 100" r125" 0 4 1.950" 0 m 4 L- 050 ": 0 .120 J\ 13 • .750 "I .870 " BRASS PUSH LOCK SCALE: HALF SIZE .3750 010 -24 THUMB SCREW ev 19 0---1.12 17 CENTER MATE 2 SCALE HALF SIZE 16 17 OR US WITH AND ONLY SLIDE ROD SCALE HALF SIZE NYLON WASHER (NYLON BUSHING OPTIONAL) #14 x 2 -3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TOP & BOTTOM) NYLON BUSHING W/ WASHER: 7/16 "0 x 1/2" @ INTERIOR JOINT TOP 7/16"0 x 1" Cad INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 14 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 8U LDING CODE DATE Om 411 • Atli BY sf, ar: . �iffl PRODUCT C • ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO..l `OZ . Chi n o 2 m ^4 8 s Ent • ry o M • 2 a m $0 & ASSOCIATES. 1 x W z 0 6 7'1411 .t Z 0. tel HCA a ° ZH 44 C491 scale As Noreo design by VPC 'drawn by MC draaIng no 01-853 sneer 1 of 117 'cneu.ed bl VA FASTENER (ol 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2 FASTENERS EACH ANGLE 1"x2 "x1 /8" OR 2" x 2" x 1/8" ALUM. ANGLE EXISTING GLASS 6_8 ACC4]01RIZA1■1\1 SHUTTER NOT APPLICABLE TO HR ACORO10N SHUTTER 1 -1/2" MIN N t,I ui Q J Jm t7d i�' Ow L W 11 ALT. DIRECTION OF ANGLE LEG ^ immalm �► f C ammo ew —. 0 0 3/16 "0 ALUM. POP RIVET OR *12 SMS 6.80" (TYP.) TYPICAL PLAN VIEW SCALE: 3" = 1' -0" 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "N ALUM. POP RIVET OR *12 SMS @ 18" O.C. (TYP.) TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) 3/16 "o ALUM. POP RIVET OR #12 SMS 18" Q.C. (TYP.) 2 "x2 "x1/8" 6063 -T6 ALUM. TUBE 1" x 2 " x. 0 9 3" 6063 -T6 ALUM. ANGLE. TYP. 3/16 "0 ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1 "x2 "x1 /8 "OR 2 "x2 "x1/8" ALUM. ANGLE TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = 1' -0" 1/4 -20 THUMBSCREW INTO THREADED HOLE. LOCATED (al 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 5 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ", ONE (al 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET. OR 1/4 -20 MACHINE BOLT & NUT @ 18" 0.C. w J CO d t- w w N NOTE: STARTER 11 LOCATION MUST BE ADJUSTED TO INSURE ULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECTION■ EXISTING GLASS .•—TOP TRACK PLAN VIEW 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS TYPICAL ELEVATION N T.S. BOTTOM TRACK T 015 & BOTTOM -1/2', MIN. 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" t\ FASTENER p 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2 "x2 "x / .090" 6063 -T6 ALUM. TUBE TYP. I2 "x5 "x1/8" /x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT (al 18" 0.C. SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE• 4 • • r l BY PRODUCT • NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 1 "O2.2.$•09 uz Zr- W w� I- Q G — O 0. ter ce Q W z O- w SW >z W j N W zZ 0 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382 -2800 • FAX (954) 382 -2989 • FLORIDA COA 03205 1 WEBSITE: WWW.KNEZEVICH.COM • E -MALL• KA®KNEZEVICH.COM COPYRIGHT 0 2001 KNEZEVICH & ASSOCIATES, INC1 1 o 0) 0 N 0 • a [date 12/08/98 scat• AS NOD] (dewy', by t VIA 02/22/01 14:08 drawn by ( Mt drawing no 1 01 -853 sheet 2 of 11 SILL 7 lll/ - Z O Z Q < Xd a N N tit w J m Z Q it- ow Li VI et LL t/1 r... „\ Aiii, r� u7 ;,,,� /►r _ v 1 0/ © 1� 10 .•—TOP TRACK PLAN VIEW 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS TYPICAL ELEVATION N T.S. BOTTOM TRACK T 015 & BOTTOM -1/2', MIN. 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" t\ FASTENER p 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2 "x2 "x / .090" 6063 -T6 ALUM. TUBE TYP. I2 "x5 "x1/8" /x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT (al 18" 0.C. SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE• 4 • • r l BY PRODUCT • NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 1 "O2.2.$•09 uz Zr- W w� I- Q G — O 0. ter ce Q W z O- w SW >z W j N W zZ 0 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382 -2800 • FAX (954) 382 -2989 • FLORIDA COA 03205 1 WEBSITE: WWW.KNEZEVICH.COM • E -MALL• KA®KNEZEVICH.COM COPYRIGHT 0 2001 KNEZEVICH & ASSOCIATES, INC1 1 o 0) 0 N 0 • a [date 12/08/98 scat• AS NOD] (dewy', by t VIA 02/22/01 14:08 drawn by ( Mt drawing no 1 01 -853 sheet 2 of 11 W EXISTING STRUCTURE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) II GLASS OR u 2 FOR MI SEE TABLE DOOR SEPARATIO CC 1- 0 p r =W Z Li OVIQ °ZF- 0< a Li/l) 1/4 -20 S.S. MACHINE SCREW & NUT (nl 12" O.C. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) t7 +'- - W 0 GLASS OR DOOR 6-8 ACCC)RID!C)N SHUTTER NOT APPLICABLE TO HR ACCORDION SHUTTER EMBED. EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 5) "1/2 • 1/4" MAX. FROM PIN GUIDE TO BUSHING ,WASHER (TYP.) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE Op WALL MOUNT SECTION SCALE : 3"= V- 0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 W 0 EXISTING STRUCTURE 5" MAX. 1/2" 1/2" 1/2' SEE TABLE 2 FOR MIN. SEPARATION N 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) FROM GLASS r4Ar J (g WALL MOUNT SECTION SCALE : 3"= 1'- 0" 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS @ 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING ,WASHER (TYP.) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS - GLASS OR DOOR --- W L7 0 W C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE 0 pi 00 AL 0-0 pr. 1/2" GLASS OR DOOR -- 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING STRUCTURE w W GLASS OR DOOR EXISTING CONCRETE OR BLOCK ONLY. W000 FRAMING & WOOD ANCHORS NOT ACCEPTABLE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING 'WASHER (TYP.) #12 x 1/2" SMS @ 12" 0.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. ® AND ® ASSEMBLY O W w w EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE #12 x 1/2" SMS @ 12" O.C. OR 3/16 "0 ALUM. POP RIVETS (n 6" O.C. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EMBED. BUILD OUT MOUNT SECTION SCALE : 3"= 1'- 0" CC w - a Fw ) W jD FN =p' W N►_- OZ v ca _N< Xw 0Z 1- X °a wV1 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) THREADED , PENETR. "T - SEE TABLE " -- 2 FOR MIN. • EPARATIO FROM GLASS 1/2" � 1 ;AI 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REO'D WITH THIS LOCATION CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 5) OCEILING / INSIDE MOUNT SECTION SCALE : 3"= 1'- 0" EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. D.C. EXISTING FINISH MATERIAL ''I- 1/2;-1/Z', 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE W/ THREE 1/4"0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD (al EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE TUBE EXTENDS BEYON D LAST TRUSS, EXTEND TUBE TO NEXT TRUSS 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TWO 1/4 "0 WOOD LAG SCREWS (al 24" 0.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS PLYWOOD & STUCCO FINISH 0 b 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 S.S. MACHINE SCREW 24" 0.C. IN BETWEEN TRUSSES WITH 1/2"0 ACCESS HOLE ON BACKSIDE OF TUBE OR #14 SMS @ 24" O.C. MAX. IN BETWEEN TRUSSES #14 SMS © MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1" x 4" x .125" 6063 -T6 ALUM. TUBE NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 P.S.F. OWALL MOUNT SECTION SCALE : 3 "= 1'- 0" a ww F-rn ® 8 in F XZ Qw X CC w • }- J I0 w Z U oNQ °Z1-' Q o� 4 (MAX. DESIGN LOAD = 72 P.S.F.) TRUSS MOUNT SECTION SCALE : 3"= 1' 0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT C: �TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO .0 1- 02.2,55'•04 x W COPYRIGHT 0 2 0 1 .9 N4 h= -, a 17,1; • E-1� a l Y KAilafEVI y r ^ FL Lice FE zu) dare scale AS NOTED drawn by MC desIQn by VJK rcha[+.ed bj ViK drargnq no 01 -853 sheet 3 of 11 02/22/01 14:08 EXISTING STRUCTURE 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1 THIS PG. FOR NUMBER OF ANCHORS REQ•D.) ALT. LEG DIRECTION SEE NOTE G1, THIS PAGE FOR ANGLE SIZE AND ANCHORS REQ•D rTw ACCESS HOLE f 6.8 15..CCORC010IN SHUTTER NOT APPLICABLE TO 1-1 R ACCORDION SHUTTER 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS @ 12" 0.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4" MAX. FROM PIN GUIDE IT0 BUSHING WASHER (TYP.) GLASS OR DOOR zo m � 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1 THIS PG. FOR NUMBER 0 ANCHORS REQ•D.) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS THREE 1/4"0 THRU BOLTS _ •z '- Z L: z a z a Z W W J m J Ct Cl LL W W W _ Zen w1 X o Q 11 2X lnr S X W Z w to 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) Tf ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) EXISTING STRUCTURE EMBE EXISTING STRUCTURE LTw SEE NOTE G1, THIS PAGE FOR ANGLE SIZE AND ANCHORS REQ'D 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS (nl 12" 0.C. ALT. LEG DIRECTION ACCESS HOLE (MAX. DESIGN LOAD = ± 72 P.S.F.) BUILD -OUT MOUNT SECTION SCALE : 3 "= 1'- 0" EXISTING FINISH MATERIAL 3 CUT IN 2" TO 3" INTERVALS 0 FOR CURVE (SEE DETAIL Q FOR WELDING INFO). TYP. TOP & BOTTOM. FULL LENGTH INSIDE EXCEPT AT "NOTCHES" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) FASTENER (a EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON c3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE W u Z I- . N 0 W l7 0 W EXISTING STRUCTURE EXISTING FINISH MATERIAL 02/22/01 14:08 Nix caw ~ J o� LLJ w ZLJ O Uf Q 0z1- kJ a- 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT @2 "0.C. CUT AT INTERVALS TO ORM CURVE (SEE DETAIL LO FOR WELDING INFO.) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER (n1 EACH 2" TO 3" PIECE CURVED TRACK DETAIL SCALE : 3 "= V- 0" * BEAM SCHEDULE DEMOTION SHUTTER siw, SOT7OM SEW TOP SEW 2" x 5" 5'-0" 9' -5" 9.-0" Tw =125" 8' -0•• 8' -1" 8' -0" Tf = .125" 10' -3" 7' -4" 7.--4- 2" x 7 5' -0" 1r -4" 8. -5" 8' -0" 9' -8" 7. -6" Tw = .072. Tf = .130 10'-3" 8. -9" 7. -0" 2_ x 9.. 5' -0" 15. -5.. 9. -4- Tw = 072" • 8' -0" 13. -2" 8' -4" If = .224 10' -3" 11' -11" 7' -9" * USE BE M SCHEDULE FOR DETAIL (G . TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS WHERE USED TOGETHER. BEAM MUST BE LIMITED TO TOP BEAM SPANS. NOTE 01: 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE TOP & BOTTOM. FOR 2" x 5" & 2" )5 7" BEAM, USE THREE 1/4"0 POWERS CALK - IN ANCHORS @ 3" O.C. IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM. USE FOUR 1/4"0 CALK -IN ANCHORS (a 3" 0.C. IN EACH ANGLE AND USE 11" LONG ANGLES MIN. SHUTTER SEPARATION FROM GLASS (SEE TABLE 2) #14 x 1/2" SMS OR 3/16 "0 ALUM. POP RIVETS (66" O.C. S AND Y — OR DOOR L MAX. SHUTTER in titZ 0 -- --�L�� 1/6" MAX FROM PIN GUIDE •f X TO BUSHING WASHER (TYP ) m Q 1 --MAX 1/8" TILE FINISH MATERIAL N% p/i /gyp /% M /IH % n /Y I114I I�Y1MI •LNIMMICWIMICMCOMOIMIll `4012.0001 \Rttp.COM1. NX.10ell• ..�.c......n..M(.OLWO<L /: / EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE CEILING HEADER (SEE NOTE BELOW) * *CEILING HEADER PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE BUILD -OUT ANGLE 2" (@TRACK *NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) OWELDING DETAILS SCALE : 3 "= 1•- 0" 2" x 4" x 1/8" CONT 3/4" PLYWOOD ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN @ 6" 0.C. WITH 7/8" MIN EMB. IN CONC OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 6" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2"0 THRU BOLT @ 12" 0.C. 1/4 "0 POWERS RAWL CALK -IN @ 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 24" 0.C. W/ 1-1/2" MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD x 72 P.S.F.) PASS THRU DETAIL SCALE : 3 "= 1'- 0" FASTENER, SEE DETAIL® @ EVERY 2" TO 3" PIECE (c_UT LINE (SEE DETAIL L FOR INFO.). TYP. CURVED TRACK PLAN VIEW N.T.S. CEILING HEADER 0 (SEE DETAIL FOR WELDING INFO. AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 4/d 0 /z.. BY . • PRODUCT � OL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE N0. C)1 - O Zzs'. OL}. COPYRIGHT 0 2 0 0 1 K N E Z E V .� r1 M F3l e!I t 14 INNO COI . KI EZ .. __. Lice PROFESSIONAL FL L PE No: 983 (1) date 12/08/98 (scale j AS NOTCO desngn by V JK drawn by MC checked .nc V Jo drawing no 01 -853 sheet 4 of 11 1 tcnecwed b y)K 6 -8 ACCORDION SHUTTER NOT APPLICABLE TO 1-1 ACCOR lc, 101V SHUTTER FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S.F MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE LOAD (W) P.S.F. MAX. SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE Cl TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 CS CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 - CS CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 12 J►izakl 11 '"���� 1/4 "0 ITW OR ELCO TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,000 PS.L CONCRETE) 12 48.0 12 12 12 12 11 12 12 10 12 7 12 12 6 12 5 12 12 12 12 12 12 12 12 12 9 12 12 8 12 6 !� 6 2.0 12 12 11 12 8 12 12 7 12 5 12 8 5 10 4 12 12 12 12 10 12 12 10 12 7 12 9 6 12 L. 12 7 2.0 12 12 9 12 7 12 12 6 12 5 11 S L. 7 3 12 12 12 12 9 12 12 8 12 6 12 6 5 8 4 12 110.0 12 12 6 12 4 10 5 4 7 3 9 3 3 S/ ' i 12 12 8 12 5 12 5 5 8 4 10 4 4 6 3 200.0 9 3 3 5 7 9 3 3 5 5 V� 9 3 3 5 10 4 4 6 3 10 1. 4 6 3 10 4 4 6 3 CONCRETE 48.0 A���� //.///re/�APA� ® 12 ��N 6 2.0 A /, /,� /i/ r /S„ �/ rA i ® 9 * 3/8 -0 POWERS RAWL DROP- IN STEEL BOLT WITH 1 -9/16" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 72.0 4,1r , 'i W, ror' V ' ,' 8 110.0 „�,� Aol rariv0VA 12 12 12 12 11 12 12 10 12 7 12 9 8 12 6 20 0.0 ,� fra 9GVJ AV 12 9 8 12 - 12 9 8 12 6 12 ' i * �I`lll■I 1/4~0 POWERS FASTENING CALK -IN W/ 7/8- & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.St. CONCRETE) EMBED. 48.0 12 12 12 12 12 12 12 10 12 = 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 62.0 12 12 11 12 9 12 12 8 12 12 12 12 12 12 12 12 12 12 12 12 9 12 12 9 12 72.0 12 12 10 12 8 12 12 7 12 12 10 12 12 12 12 12 12 12 11 12 8 12 8 7 12 110.0 12 12 6 12 5 12 6 4 9 12 7 12 12 10 12 8 12 8 7 11 S 12 5 6 8 2 0 0.0 12 4 3 7 3 12 4 3 7 , 12 7 12 5 6 8 4 12 5 6 ,12 8 4 12 5 6 8 1/4 -0 ELCO CRETE FLEX w/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.300 PSI CONCRETE) 48.0 12 12 12 12 12 12 12 12 12 12 12 12 12 ` 12 12 12 12 12 12 12 12 12 12 12 62.0 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 72.0 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 10 12 10 10 12 110.0 , 12 12 11 12 8 12 8 7 11 12 8 12 12 12 12 10 12 9 10 12 7 12 7 8 10 200.0 12 5 6 8 4 12 5 6 8 12 8 12 7 X12 8 10 6 12 7 8 10 6 12 7 8 10 HOLLOW CONCRETE BLOCK t. AII\I`III‘kl`11\III ��jMIIIIIW- 1/4 -0 ITW OR ELCO TAPCON W/ 1 -1/4~ MIN. EMBEDMENT 48.0 12 112 8 12 5 10 10 5 10 7 7 12 9 12 6 11 11 6 11 1 4 7 7 4 7 62.0 11 11 6 11 4 8 8 4 8 5 /43 4 012 12 7 12 S 9 9 S 9 3 6 3 3 5 d 72.0 10 10 5 10 3�7 7 3 7 A4 A 11 11 6 11 4 7 7 4r7 3 5 43 ��/r% 3 „r 110.0 6 6 3 6 4 /�� //% 3 7 7 4 7 5 3 3 . 4 200.0 3 r,,, /dr 3 „/, 3 '�'C���,/,r��l �,��AIM,% 1/4 -0 POWERS CALK -IN S. 1/4 -20 STEEL MACHINE EMBED SCREW 48.0 12 12 8 12 6 12 12 6 12 9 j 6 2.0 12 12 6 12 5 10 10 4 10 7 0 12 7 12 12 7 12 5 8 5 4 7 FASTENING W/ 7/8" STAINLESS 72.0 12 12 5 12 4 9 9 4 9 6 4 5 .4 5 110.0 8 8 3 8 V 5/ , 3 a 5 a A A • 10 5 10 4 7 3 4 4 6 A 3 3 200.0 5 ,,,,�i� % /i /�/ i/. 5 �%/%/.%I /. 12 7 ®'!. 12 48.0 12 12 12 12 11 12 12 11 12 7 12 12 7 12 12 12 12 12 11 12 12 11 12 8 12 �X-q�q�� qata _ © 6 2.0 12 12 12 12 8 12 12 8 12 6 11 7 5 9 12 12 12 12 9 12 12 8 12 6 12 7 5 10 4 1/4 ~0 ELCO CRETE FLEX w/ 1 -1/4- MIN. EMBEDMENT 72.0 12 12 10 12 7 12 12 7 12 5 9 4 4 6 12 12 10 12 7 12 12 7 12 5 10 5 5 7 3 110.0 12 12 6 12 4 9 4 4 6 3 8 3 4 4 A 12 12 7 12 5 10 4 4 6 3 8 3 4 5 3 200.0 8 3 4 4 8 3 4 4 8 3 4 4 8 3 4 5 3 8 3 4 5 3 8 3 4 5 3 -1-)721.701 14 :09 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S.F MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 0 OCI -3/4 ", 48.0 12 12 10 12 8 12 12 7 12 6 12 12 4 12 4 ./Ta1 IIEIIEEMI46l1AHU6Vl41lYtlNNWgino, 1/4 ~0 WOOD LAG SCREW W/ MIN. 1 -3/4- THREADED PENETRATION "7" SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN 62.0 12 12 8 12 6 12 12 5 12 4 12 10 3 12 3 72.0 12 12 7 12 5 12 12 4 12 4 12 6 3 9 110.0 12 12 12 3 12 6 3 9 r 11 4 7 200.0 11 4 7 i j 11 4 7 11 4 7 * t 7/16 -0 W000 W/ 7/8~ MIN. STAINLESS STEEL MACHINE 4 8.0 12 12 12 / 12 12 12 10 10 ,10 „�,,,, BUSHING EMBEDMENT STEEL SCREW 62.0 12 12 12 j% 12 12 12 8 5 6 A 72.0 12 12 • / 12 / 10 10 4 10 7 3 A 4 110.0 9 9 ' i i 4 %�% ia�/% 3 T i 200.0 5 A WAWA 3 r .FrarI 3 0, ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UM(TED TO THOSE SHOWN IN TABLE 1, SHEET 6. 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. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS..EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 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 IN CENTER OF NOMINAL 2" x 4" (MIN) W000 STUD 3/4" EDGE DISTANCE IS 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. 2 x S (TYP.) 2 HEADER / SILL OR 1 S / © COMBINATION 0 0 1 x S ITYP.), 2 x S (TYP.) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR: - C1 CONNECTION TYPE USING PIECE Q - C3 CONNECTION TYPE USING PIECE 6 WITH OUTSIDE ANCHORS - APPLICABLE TO 6.8 SYSTEM ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE* 14 •9 ar PRODUCT C" ROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE Nab! - 022T-04 •10 u z Z l_ `i- t/1 ■- 14.1u f-� Qo o ON W z o W r N D W to Zz 0 CH & ASSOCIATES. IN 0 ni 0 0 wE 1 WI C3 Enag 4 VJ. KN rlss FL ' e e No: P. 10 0583 9 in 0 0 r. • 'date 12/08/981 scale AS NOTED design by Vbit drawn by MC drawing no 01 -853 sheet 5 of 111 6_8 ACCORDICaIJ SHUTTER NOT APPLICABLE TO HR ACCOFLOION SHUTTER T A B L E 2 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SHUTTER SPAN (L) (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) L max (FT - IN) 40.0 8 -3 3 -1/8 1 -5/8 10 -0 3 -3/4 2 -1/8 11 -11 3 -3/4 3 50.0 8 -3 3 -1/8 1 -3/4 10 -0 3 -3/4 2 -3/8 11 -3 3 -3/4 3 60.0 5 -0 3 -1/8 1 -1/4 8 -3 3 -1/8 1 -7/8 10 -9 3 -3/4 3 70.0 5 -0 3 -1/8 1 -1/8 8 -3 3 -1/8 1 .-7/8 10 -4 3 -3/4 3 80.0 6 -0 3 -1/8 1 -3/8 8 -3 3 -1/8 2 -1/8 9 -4 3 -3/4 2 -5/8 90.0 5 -0 3 -1/8 1 -3/8 F 7-0 3 -1/8 1 -5/8 8 -3 3 -1/8 2 -1/8 100.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -3/4 8 -3 3 -1/8 2 -1/4 110.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -3/8 120.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/4 130.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/2 02/22/01 14 ;09 TABLE 1 NOTES; 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L E 1 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS - DESIGN WIND LOAD W (P.S.F.) POSITIVE WIND LOAD NEGATIVE WIND LOAD - L max (FT - IN) L max. (FT - IN) 30.0 12 -10 12 -10 35.0 12 -4 12 -10 40.0 11 -11 12 -10 45.0 11 -7 12 -10 50.0 11 -3 12 -10 55.0 11 -0 12 -10 60.0 10 -9 .12-4 65.0 10 -6 11 -6 70.0 10 -4 10 -8 72.0 10 -3 10 -4 75.0 10 -2 9 -11 80.0 9 -11 9 -4 90.0 9 -7 8 -4 100.0 9 -3 8 -3 110.0 9 -0 8 -3 120.0 8 -8 8 -3 130.0 8 -4 8 -3 133.0. 8 -3 8 -3 140.0 7 -11 7 -11 150.0 7 -5 7 -5 160.0 6 -11 6 -11 170.0 6 -6 6 -6 180.0 6 -2 6 -2 190.0 5 -10 5 -10 200.0 5% -6 5 -6 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY !l. .RI i . PRODUCT • ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.C) I. - 0 22g • Oy z VICH & ASSOCIATES, z 8 awevnimumm V.J. ,CNEZEVICH .dOSiSSIONII La FL Lic _ No: PE 0 • . 983 c 0 M 0 I- 'art 12/08/98 scat. AS NOTED des.Qn by V JN (drawn by ( MC (ch.ched by V JK drawnnq no 01 -853 sheet 6 ©f 11] FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). EXISTING GLASS HR ACCO Ft. IDION SHUTTER NOT APPLICABLE TO 6.8 ACCORI=11 SHUTTER 2 FASTENERS EACH ANGLE 1"x2 "x1 /8" OR 2" x 2" x 1/8" ALUM. ANGLE 3/16 "0 ALUM. POP RIVET OR #12 SMS TYPICAL PLAN VIEW SCALE: 3" = 1" -0" 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "0 ALUM. POP RIVET OR #12 SMS @ 18. O.C. (TYP.) 2" .x 2" x 1/8" 6063 -T6 ALUM. TUBE 1"x2 - x.093" 6063 -T6 ALUM. ANGLE, TYP. 1� 3/16.0 ALUM. POP RIVET OR #12 SMS (al 18" O.C. (TYP.) TYPICAL HR BLADE TYPICAL HR BLADE 3/16 "0 ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1 "x2- x1 /8"OR 2 "x2"x1/8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = 1' -0" 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S 1S' -6 ". FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED z a 0. N W I- N X Q m w J CJ1 4 1-- w w MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1"' x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER @ 18. O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18" O.C. NOTE: STARTER LOCATION MUST BE ADJUSTED TO INSURE LL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECT ONE EXISTING GLASS 1-- -TOP TRACK PLAN VIEW 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED (m 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6 ". TYPICAL ELEVATION N T.S BOTTOM TRACK TO & BOTTOM -1/2 MIN.I 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0•' TOP & BOTTOM FASTENER (8 18" O.C. 1-1/2" (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2 "x2 "x .090" 6063 -T6 ALUM. TUBE TYP. x5 "x1/8" / x CONTINUOUS ` ALUMINUM ANGLE IOPTIONAL ANGLE ORIENTATION TYP. Ili'► �! -fie _`� -- ` 6 "W ALUM. '6 -20 NUT #12 x 1/2" GALVANIZED OR S.S. SMS, 3/1 POP RIVET, OR 1 MACHINE BOLT & (al 18" O.C. SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ 09/2.001 BY PRO OUCT C ROL DIVISION BUILDING CODE COMPUANCE OFFICECi ACCEPTANCENO.0 L-0Z2`6•0 & ASSOCIATES. INC; 2001 KNEZEVICH 0 .v m 02/22/01 14:09 s V! Y11E1.EV1 s ,^ PRWESs>0N* .., FL Lice PE 0 +• • 80 vv ©c� O: 83 h N 00)) 5 N 0 0 bate 12/08/98 sce AS al NOTED design by VP( drown by MC checked by VJK drarwng no 01 -853 [sheet 7 of 11 Z O - zc i Q CL N d Nw dm E i- SIL L 7 o w l/ 4JO:w VI U to iM .r: ag%)..= AIAW-AillkIIIIIIIIIIIIIIIIWA11W11M111r(a■"' lep" el 18 13 - , e 18 1-- -TOP TRACK PLAN VIEW 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED (m 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6 ". TYPICAL ELEVATION N T.S BOTTOM TRACK TO & BOTTOM -1/2 MIN.I 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0•' TOP & BOTTOM FASTENER (8 18" O.C. 1-1/2" (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2 "x2 "x .090" 6063 -T6 ALUM. TUBE TYP. x5 "x1/8" / x CONTINUOUS ` ALUMINUM ANGLE IOPTIONAL ANGLE ORIENTATION TYP. Ili'► �! -fie _`� -- ` 6 "W ALUM. '6 -20 NUT #12 x 1/2" GALVANIZED OR S.S. SMS, 3/1 POP RIVET, OR 1 MACHINE BOLT & (al 18" O.C. SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ 09/2.001 BY PRO OUCT C ROL DIVISION BUILDING CODE COMPUANCE OFFICECi ACCEPTANCENO.0 L-0Z2`6•0 & ASSOCIATES. INC; 2001 KNEZEVICH 0 .v m 02/22/01 14:09 s V! Y11E1.EV1 s ,^ PRWESs>0N* .., FL Lice PE 0 +• • 80 vv ©c� O: 83 h N 00)) 5 N 0 0 bate 12/08/98 sce AS al NOTED design by VP( drown by MC checked by VJK drarwng no 01 -853 [sheet 7 of 11 EXISTING STRUCTURE 0 W L7 0 w CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 7" MAX. 1/2" 1/2" 0 SEE TABLE 4 FOR MIN. SEPARATION FROM GLASS GLASS OR DOOR EXISTING I I STRUCTURE _AO -Prut 1/4- 20 MACHINE BOLT W/ NUT OR #14 SMS @ 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EMBED. 1/2" wZ VIQ _ m tZ W Z F m Q • - ►— GLASS C=L OR DOOR tLi ✓ � j 1-Zo • O w N o v O: VI 0 Q E < w UJ oL HR ACCORDION SHUTTER NOT APPLICABLE TO 6_B ACCORD1ON SI-I UTTER EMBED. EXISTING STRUCTURE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 9). 1/2' 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/2" 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING •./ BUILD OUT MOUNT SECTION � SCALE : 3 "= 1'- 0" EXISTING STRUCTURE 1/4 -20 S.S. MACHINE SCREW & NUT (a12 "O.C. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) tV tV EXISTING FINISH MATERIAL 3 CUT IN 2" TO 3" INTERVALS 0 FOR CURVE (SEE DETAILR FOR WELDING INFO). TYP. TOP & BOTTOM. FROM GLASS X Q E Q 11/4" MAX. FROM PIN GUIDE TO BUSHING GLASS OR DOOR DIST EXISTING CONCRETE OR BLOCK ONLY WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE SPACING FOR MAX. 1/4" MAX. FROM PIN !GUIDE TO BUSHING 'WASHER (TYP.) Iz #14 x 1/2" SMS @ 12" O.C. OR 1/4"0 ALUM POP RIVETS @ 12" O.C. � S AND ® ASSEMBLY WASHER (TYP.) EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE 0 WALL MOUNT SECTION SCALE : 3 "= 1'- 0" FULL LENGTH INSIDE EXCEPT AT "NOTCHES" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON 0 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EDGE DISTANCE EXISTING STRUCTURE EXISTING FINISH MATERIAL 02/22/01 14:09 ,Q 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT @ 2" O.C. CUT AT INTERVALS T RM CURVE (SEE DETAIL RR FOR WELDING INFO.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE OCURVED TRACK_ DETAIL SCALE : 3 "= 1'- 0" EXISTING STRUCTURE SEE TABLE '•` 4 FOR MIN. EPARATIO FROM GLASS 1/2" W W J =Om Ow to .Zuni OVI< Z I- Q O0- Q 11/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP.) C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CEILING HEADER (SEE NOTE BELOW) * PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE * CEILING HEADER BUILD -OUT ANGLE #14 x 1/2" SMS @ 12" O C. -OR 1/4"0 ALUM. POP RIVETS @ 12" O.C. 2" @ TRACK * NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION. WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) OWELDING DETAILS SCALE : 3 "= EDGE C3 CONNECTION TYPE REFERENCE ANCHOR DIST. SCHEDULE SPACING FOR MAX. CONNECTION TYPE (SPACING SHOWN REFERENCE ANCHOR IN DIAGRAM ON PG. 9) SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT RELIT WITH THIS LOCATION �/ ® CEILING / INSIDE MOUNT SECTION SCALE.: 3"= V- 0" FASTENER. SEE DETAIL® @ EVERY 2" TO 3" PIECE 5UT LINE (SEE DETAIL R FOR INFO.). TYP. CEILING HEADER 0 (SEE DETAIL ® FOR WELDING INFO.) CURVED TRACK PLAN VIEW N.T.S. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATER •m Z di ! BY IMF MINN' PRODUCT los TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOD —OZ2S. pLj 1160 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382 -2800 • FAX: (954) 382 -2989 • FLORIDA COA #320S I WEBSITE: WWW.KNEZEVICH.COM • E -MAIL: KA®KNEZEVICH.COM Zr r 1,RofEss1cx.+t. FL • I- z 1 Z U) VJ. PE 'ATLANTIC 15421 West Dixie S TTER Highway Bay 23 North Miami Back � Florida 33 ii1C • Ph: (305) 945 -7277 fu: (305) 945 -1131 IW -74 • ■ Lice No: 05 ;983 revisions 311 datc by ducrlptien_� 6/22/0 VJKfDO MO ACCOROtON SYST t2 /27 /0olVM COUNTY COMMENTS 102/05/01 AS GENERAL REVIstONB 02/0e /Ot AS COUNTY COMMENTS 1 I 4A I.D.* 02220198254E 1301 ©®©a1� 12/08/981 (date scat. AS NOTED drown by MC [de V/K ` by ire c Med V /K by drawing no 01 -853 sheet 8 of 11 1-I1F1 ACCOR DIC TJ SHUTTER NOT APPLICABLE TO 6.8 ACCORDION SHUTTER 02/22/01 14:09 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 0 •Q •• eY MI PRODUCT P. OL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. W 1- 02.2.. O �{ 1 x S TYP 1 x S TYP. FASTENER SPACING (INCHES) FASTENER SPACING (INCHES) ANCHOR SCHEDULE DESIGN LOADS AND SPANS REQUIRED FOR VARIOUS us Z ,F, 0c G ANCHOR TYPE LOAD IW) P.S.F. MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE SPANS UP TO -0' (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -2" (SEE NOTE 1) SPANS UP TO 15' -6" (SEE NOTE 1) CONNECTION (SEE C1 TYPE NOTE C21C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 12 f l.V1.I.RC IC 9 75.0 9 12 12 12 9 9 12 9 12 6 9 12 7 12 5 9 10 5 10 3 90.0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 1. 9 8 4 8 3 :SIN 1111111111111N111111111111H% 1/4-0 ITw OR ELCO TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 140.0 9 12 7 12 5 •9 10 4 10 3 9 8 6 8 3 9 7 3 7 180.0 9 11 5 11 4 9 7 3 7 W 9 7 3 7 , 9 7 3 7 r 230.0 9 8 4 8 3 9 7 3 7 5 5 9 7 4 7 �/ 9 7 / 4 �i, i * r'l 1 1/6 -0 POWERS FASTENING CALK -IN W/ 7/8" 8 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 PSI CONCRETE) I EMBED 75.0 9 12 10 12 8 9 12 7 12 5 9 12 • 12 4 9 11 900 9 12 8 12 6 9 12 5 12 4 9 12 12 4 9 9 0 160.0 9 12 5 12 4 9 11 3 11 3 9 9 9 9 8 8/ 180.0 9 12 4 12 3 9 8 / A 8 49 8 8 a 9 230.0.9 9 3 9 r 9 8 8• 9 8 r 8 r 9 8 8 t', 75.0 9 12 12 12 9 12 12 12 10 9 12 12 9 12 7 12 S 90.0 9 12 12 12 9 12 11 12 8 9 12 12 9 12 6 12 4 1/4 "0 ELCO CRETE FLEX W/ 2" MIN. EMBEDMENT (MIN. 3,300 P.S.I. cONCRETE) 140.0 9 12 10 12 9 12 7 12 5 9 12 . 12 9 12 5 12 4 180.0 9 12 8 12 • 9 12 5 12 4 9 12 12 9 12 5 12 4 230.0 9 12 6 12 9 12 5 12 4 9 12 12 9 12 5 12 4 HOLLOW CONCRETE BLOCK !n111N1111111 11111111111111111 V: 1/4 "Ol ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 75.0 9 10 6 10 9 7 4 7 3 7 6 6/ 5 3 %�/��% 3 %/ 90.0 9 8 5 8 7 5; 5 A 6 5 5/ 3 PaME�/ 4 3 140.0 7 5 3 5 4 3 3 4 3 1 180.0 5 4 li�i'/ row i�V'it<I/ i roii"/li �� 2 / 2 30.0 4 3 � /�� % /.Eai;l7//.�irA� ���� 8 �� EJ//.///�, /��' ∎AEI/ �// �/ %/�i!!/ 4/ 4 3/ �/ ra t(rf 1/4 -0 POWERS CALK -IN W/ & 1/4 -20 STEEL MACHINE ■II FASTENING 7/8" STAINLESS EMBED SCREW 90.0 9 10 5 10 9 7 7 7 6 6 5 140.0 8 6 3 6 6 6 / 4I/ / 5 3 / 3/ 4 3 / 180.0 6 5 5 4 3 3 4 3 3 4 3 3 230.054 / 4 4 3/ 3 4 3 3 4 3/ 3 75.0 9 12 9 12 9 12 • 12 9 12 12 9 8 8 / rd El 90.0 9 12 7 12 • 9 12 12 9 10 10 8 6 6 1/4 "0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 140'0 9 11 5 11 9 7 7 8 6 6/ 7 5/ 5 0 5 5/ 180.0 9 8 3 8 '7 6/ 6 7 5 5 0 7 230.0 8 6 3 6 7 5 77/,, 5/ 7 5/ 5/ 7 5 5 • m11111N11111i111111111i1111111111t; 1/4'0 ELCO TAPCON w/ 1 -1/4" MIN. EMBEDMENT 75.0 12 12 8 12 12 9 9 10 8 8 6 S 5 /� 90.0 12 11 7 11 10 7 7 8 6 6 5 4 3/ e / 4 3 3/ 140.0 9 7 4 7 b 5 5 S 4 4 4 180.0 7 5 3 5 5 /1 3: / 3 / 4 3 e / 3 re / 4 3 230.0 5 7 4 4/ 4 3 3 4 3 3 4 3 3 . 02/22/01 14:09 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 0 •Q •• eY MI PRODUCT P. OL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. W 1- 02.2.. O �{ 1 x S TYP 1 x S TYP. FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO ' 6' - 0" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 15' - 6" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 0 0 27/32 75.0 9 12 8 12 6 9 12 5 12 4 9 12 3 12 / �7T1- 1�U1N11111UUlllU11tlH1U1l1 mu- 1/4 -0 WOOD LAG SCREW WI MIN. 1- 27/32" THREADED PENETRATION •'T" SHEAR PARALLEL OR PERPENDICULAR 70 WOOD GRAIN 90.0 9 12 6 12 5 9 12 4 12 4 9 11 / 11 9/ 9 140.0 9 12 4 12 3 9 12 3 12 j 9 9 180.0 9 12 3 12 9 9 A 9 9 9/ 230.0 9 11 r 11 r 9/ 9 9 9 10 10 Ira 7/ 5 3 W /' 0 *\`\,,,,, E 9 0.0 9 7/16 "0 W000 BUSHING W/ STAINLESS STEEL ENT STEEL MACHINE SCREW 140.0 8 6' 6 r i 6 // 4 3 i% �I 180.0 6 5 5 UNE% 3 7. 4 3 230.0 5 4r 4�/ 4 3r 3 / 4 3r� 2 x S (TYP.) TOP FLANGE 1. ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. 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. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. 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 CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 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 IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS 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. HEADER 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. USED AS SILL 2 x S @ OUTSIDE ANCHOR (SEE PICTURE ABOVE) 0 O O I1xS (TYP II SOT. FLANGE ANCHOR (ISEEE PICTURE ABOVE) NOTE "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR Cl CONNECTION TYPE: SPACING DIAGRAM FOR C3 CONNECTION TYPE: OI HEADER / SILL / ® COMBINATION 0 0 f1 x S (TYP.)I - C1 CONNECTION TYPE USING PIECE - APPLICABLE TO HR SYSTEM ONLY - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE ANCHORS ONLY - APPLICABLE TO HR SYSTEM ONLY L•0 z Z W W u I- QQ o V6 0. N 1/1 K .QW z o2S- •�- W V � W N W N Z O ( RQ EU tEZEVICH I. SSIDNAL I. N 0 8 FL I.3cerg No: PE ; + 1983 iA. C 0 M 0 111 3 CO 0) N tl date 12/08/98 scale AS NOTED design by VlK (drawn by ` MC [chec[checked byj ked drawing no 01 -853 11 sheet 9 of 'checked byI V JK • HR ACCORIDI:JN SHUTTER NOT APPLICABLE TO 6.8 ACCORDION S1 -4WTEFt ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ui 0 a „, E �c G ANCHOR TYPE LOAD P.S.F. MAX. (SEE NOTE 1) MIN. 3' EDGE DISTANCE SPANS UP TO 6 - 0" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 10' - 2" (SEE NOTE 1) SPANS UP TO 15• - 6" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 . TYPE C2 .C3 NOTE 3) C4 C5 CONNECTION (SEE Cl TYPE C2 NOTE C3 3) C4. C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONCRETE CONNECTION 75.0 9 12 12 12 11 9 12 10 12 7 9 , 129 1) 12 6 9 11 5 6 3 90.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 9 4 4 3 it/iNt1111 WIN UM N1 ►> 1/4 "0 ITw OR ELCO TAPCON W/ 1 -3/4" MIN EMBEDMENT (MIN. 3,000 P.S.L CONCRETE) 140.0 9 12 8 12 6 9 11 S 11 4 9 9 4 9 3 9 8 3 3 12 180.0 9 12 6 12 4 9 8 1. 8 3 9 8 4 8 3 9 8 3 3 12 2 3 0.0 9 9 4 9 3 9 8 4 8 3 9 8 4 8 3 9 8 3 3 8 • 12 75.0 9 12 12 12 16 9 12 12 12 12 9 12 12 12 10 9 12 8 12 '7 * 3/8 "0 IN & STEEL 1 -9/16" (MIN.3.000 I � 90.0 9 12 12 12 15 9 12 12 12 10 9 12 11 12 9 9 12 7 12 12 POWERS RAWL DROP- 3/8 "m STAINLESS BOLT WITH MIN. EMBEDMENT P.5.1. CONCRETE) 140.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 12 6 12 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 4 9 12 6 12 2 30.0 9 12 7 12 5 9 12 6 12 4 9 12 6 12 1. 9 12 6 12 I* 111 O 1/4 "m POWERS CALK -IN W/ &'1/4 -20 STEEL MACHINE (MIN. 3,000 ■1 I FASTENING 7/8" STAINLESS SCREW P.S.I. CONCRETE) EMBED. 75.0 9 12 12 12 12 9 12 11 12 9 9 12 10 12 7 9 12 6 8 90.0 9 12 12 12 10 9 12 9. 12 7 9 12 8 12 6 9 12 5 6 140.0 9 12 9 12 7 9 12 6 12 4 9 11 5 11 4 9 10 1. 4 180.0 9 12 7 12 5 9 10 4 10 3 9 10 4 10 3 9 10 4 4 23 0.0 9 12 5 12 4 9 10 4 10 3 9 10 4 10 3 9 10 4 4 75.0 9 12 1212 12 9 12 12 12 12 9 12 12 12 10 9 12 8 10 90.0 9 12 12 12 12 9 12 12 12 10 9 12 11 12 8 9 12 7 8 1/4 "m ELCO CRETE FLEX W/ 2" MIN. EMBEDMENT (MIN. 3.300 P.S.I. CONCRETE) 140.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 S 9 12 5 6 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 4 9 12 5 6 2 3 0.0 9 12 7 12 5 9 12 6 12 4 9 12 6 12 4 9 12 5 6 HOLLOW CONCRETE BLOCK 1111 1 -1 VI 11111111111111111 1111111110 v4 "a ITW /4TM NC EMBEDMENT 75.0 9 11 6 11 4 9 7 4 7 3 8 6 4 6 5 I. 4 90.0 9 9 5 9 4 8 6 4 6 7 5 3 5% 4 3 A 3 %�//�. 140.0 7 5 3 5 5 4 4 � Eai/!% V E 180.0 5 4 4 44 3 AlI 230.0 4 3 AIWA /� /�'� /��'/ArAW� *'711 � 75.0 9 12 9 12 6 9 10 6 10 4• 9 9 5 9 7 6 5 4 ppr i /�� Oa 90.0 9 12 7 12 5 9 9 5 9 3 9 7 4 7 6 1/4"0 POWERS FASTENING CALK -IN W/ 7/8" EMBED & 1/4 -20 STAINLESS STEEL MACHINE SCREW 140.0 9 5 8 3 7 5 3 5/ 6 4 7 4% 5 180.0 8 6 3 6 7 5 4 j 4 5 4 4 // 5 4 230.0 6 5 3 5/ :544 4 /,�5 4//� �/ 4/ 5 L. 75.0 9 12 11 12 8 9 12 7 1 2 5 9 12 6 12 9 8 90.0 9 12 9 12 6 9 12 6 12 4 9 10 5 10 9 6 AAA 1/4 "0 ELCO CRETE FLEX W/ 1-1/4" MIN. EMBEDMENT 1400 9 11 6 11 4 9 8 4 8 3 8 6 3 6 4 7 5 160.0 9 9 4 9 3 8 6 3 6 EINEM A 7 5 230.0 9 7 3 7 7 5 3 5 VAINIMETA 7 5 rAZI/ 0 :N111NNN111NIN11N1111N1 1 -1/4" IV> 1/4 "0 ELCO MIN. EMBEDMENT 75.0 12 12 10 12 7 12 10 6 10 4 11 9 5 9 4 7 6 3 6 90.0 12 12 8 12 5 11 8 5 8 4 9 7 4 7 3 6 5 3 5 140.0 10 8 5 8 3 7 5 3 5 �� - W% 5 4 4 180.0 8 6 4 6 5 4 I/ � 5 4 4 230.0 6 5 3 5 � �� �. 5 4 O ra 02/22/01 14:09 ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OF) 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 CONNECTION TYPE. 4 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 CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 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 IN CENTER OF NOMINAL 2" x 4" (MINI WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 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. FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN . LOA MIN. 4-1/r EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 6' - 0" 8' - 8" 10' - 2" 15' - 6" P.S.F. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ST IC ANCHOR TYPE MAX. CONNECTION CONNECTION CONNECTION CONNECTION (SEE NOTE TYPE TYPE TYPE TYPE 1) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 CL. C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 ICONCRETE 75 0 9 12 12 12 16 12 12 12 16 9 12 12 12 16 9 12 12 12 ^ 10 * lainIZ 90.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 13 9 12 12 12 9 3/8 -0 POWERS RAWL DROP- 140.0 9 12 12 12 15 9 12 12 12 10 9 12 11 12 8 9 12 10 12 7 IN & 3/8 "0 STAINLESS 180.0 9 12 12 12 11 9 12 10 12 8 9 12 10 12 '7 9 12 10 12 7 STEEL BOLT WITH 1 -9/16" MIN. EMBEDMENT 2 3 0.0 9 12 12 12 9 9 12 10. 12 7 9 12 10 12 7 9 12 10 12 7 (MIN. 3,000 P.5.I. CONCRETE) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE • 0. '�... BY MAP A -3 PRO•UCT CO ' DL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 V - 022. CC. OM rot o i T v ;x. • p W F 1:1; g v M V.i XN rL Uc.,n H & ASSOCIATES, IN HT 0 2001 KNEZEVI v Yu) e No: PE 0 date 12/08/98 scale AS NOTED ['design by 1 ( Vht (drawn by ` MC drawing no. 01 -853 sheet 10 of 11 HR A�11CORL')ICI SHUTTER NOT APPLICABLE TO 6.8 ACCORDION SHUTTER T A B L E 4 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P. S.F.) ACTUAL SHUTTER SPAN IL) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) L max. (FT -IN) 40.0 9 -0 2 -1/2 1 -3/4 11 -0 2 -1/2 2 -1/8 14 -4 3 -1/4 3 -1/1. 50.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -1/4 13 -6 3 -1/4 3 -1/4 60.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -3/8 12 -11 3 -1/1. 3 -1/4 70.0 9 -0 2 -1/2 2 11 -0 2 -1/2 2 -1/2 12 -4 3 -1/4 3 -1/4 80.0 9 -0 2 -1/2 2 11 -0 2 -3/4 2 -3/4 11 -11 3 -1/8 3 -1/8 90.0 9 -0 2 -1/2 2 11 -0 2 -7/8 2 -7/8 11 -5 3 -1/8 3 -1/8 100.0 9 -0 2 -1/2 2 -1/8 10 -0 2 -1/2 2 -1/2 11 -1 3 -1/8 3 -1/8 110.0 9 -0 2 -1/2 2 -1/4 10 -0 2 -5/8 2 -5/8 10 -9 3 3 120.0 9 -0 2 -1/2 2 -1/1. 10 -0 2 -3/4 2 -3/4 • 10 -5 3 3 02/22/01 14 :09 TABLE 3 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 4 NOTE: 1. ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L E 3 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD (P.S F.) POSITIVE WIND LOAD NEGATIVE WIND LOAD `- L max. (FT -IN) L max. (FT -IN) 32.5 15 -2 15 -6 40.0 14 -4 15 -6 50.0 13 -6 15 -6 60.0 12 -10 15 -6 70.0 12 -4 15 -6 80.0 11 -10 15 -2' 90.0 11 -5 14 -3 100.0 11 -1 13 -7 110.0 10 -9 12 -8 120.0 10 -5 11 -7 150.0 9 -8 10 -10 160.0 9 -6 10 -2 170.0 9 -3 9 -6 179.1 9 -1 9 -1 186.4 9 -0 9 -0 190.0 8 -9 8 -9 200.0 8 -4 8 -4 . 210.0 7 -11 7 -11 220.0 7 -7 7 -7 230.0 7 -3 7 -3 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT C of. ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Ot - ()Z2. 0(4 'Jw z Z-"an W to F V H <C3 V � N N Cfl a: Q W c?S- =z „, W NJ W H Z Y 0 V CH & ASSOCIATES. INC, Sal W 0 0 m rn w • Cjrn Owl 04 1� sr. I. ' V.1. KMEZEVIcH FL Lic = ie No: PE'I'0983 a r N z co 0 ♦e N 0 dare 12/08/98 scats, AS NOTED design by VJK 'drawn by ML (checked by VJK drawing no. 01 -853 sheet 11 of 11 cheC4ed by( V1K 2.874" N N .062" 62" .200" .971" 3.74 5" CDWALL HEADER (6.8 ONLY) SCALE: HALF SIZE 2.655" .588 *r .600" 0 N .0 .D 0 0 •r 1.825" 1583" / 1 .484" 6° .400" -105" TYP. '- 2.300" 1 .250" 0 BASE SILL SCALE: HALF SIZE 250" TYP: 7.00" MAX. I ga ANGLE (HR ONLY) SCALE: 3" = 1' - 0" 0 o. 125" TYP. 5.00" MAX. 0 ANGLE (6.8 ONLY) SCALE: 3" = V - 0" VARIES 1.048" .068' N Cn 2.782" 143" '`j 11 .068" x.095" tn N 1.825" sI .143 x.143 F062' , .0951 630i' li 44 .095' I.971" 3.610" �•/ 0 WALL HEADER SCALE: HALF SIZE 4. -./ BASE TRACK � SCALE: HALF SIZE 1.110" 4 "443" 10 MALE / FEMALE LOCK (6.8 ONLY) SCALE: HALF SIZE i .1875" .1125" • .3375" FOR 6.8 AND HR WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION AND ARE NOT REQ'D IN THE CLOSED POSITION. 0 ALUMINUM OR PVC LOCK PIN (NOT REQUIRED) SCALE: HALF SIZE 02/22/01 14:08 m 0' 1.994" 997" 1.825" 143" L 200"I 682I 630I' 1.250" .x:062" .372"f / 2.8221 .971" 0 0 0 N HEADER SCALE: HALF SIZE .258" .030R 4.596" 4.190" HR ID. MARK r.0618' 3.874" - .115" 1.825" 1.708" 1,100" 1 )1i Cr. :200" 195-3' .062'14i 1. 745" /630" 096" r� in N ._J 62" L.200•• 971" 1.250" / 1.200" 0 BUILD OUT WALL HEADER (6.8 ONLY) SCALE: HALF SIZE i .219-1 7a TYP. HR SLAT SCALE: HALF SIZE 4..603" 4.140" f- T-.258" .030R 1.523" 054. .297" Oj TYP. 6.8 SLAT SCALE: HALF SIZE 1.750" -1 `.307" HR STARTER SCALE: HALF SIZE 30.225 .043" r.314" 1325" 1.625" 022" 069" 11 6.8 STARTER S,:ALE: HALF SIZE 2.702" 125 = ' 1-125" 16 CENTER MATE 1 SCALE: HALF SIZE .050': .250= 4.596" r 2.298" HR ID. MARK---\1 rr 219" .0618" 8a ALT. HR SLAT SCALE: HALF SIZE 4.510" 4.102" 0 ALT. 6.8 SLAT ��..// SCALE: HALF SIZE x.227" STAINLESS STEEL ASSEMBLY .3200 HOLE yn -NYLON WHEEL 1.100" .240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 12 ROLLER ASSEMBLY SCALE: HALF SIZE 2.642" 2.405" 2.216" 1.100" -125.1 GENERAL NOTES; 1. THESE ACCORDION SHUTTER SYSTEMS ARE DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. MIAMI -DADE COUNTY 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 30.125 K.S.I. 4 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE OR SLAT AS FOLLOWS: ATLANTIC SHUTTERS INC. NORTH MIAMI BEACH, I`-LORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.0 N. POP RIVETS SHALL BE 1/4 "0 OR 3/16 "0 5052 ALUM. ALLOY. 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -DADE COUNTY PROTOCOLS PA 201. 202, AND 203. B. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.1 TEST REPORTS No. 98 -050 & No. 00 -013. 9. TOP ANO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 10.FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 11. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12.ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE HR ACCORDION SHUTTER SYSTEMS, U.O.N. 13. THE HR ACCORDION SHUTTER SLAT HAS A BULGE tO CENTER OF SLAT TO DISTINGUISH IT FROM THE 6.8 ACCORDION SHUTTER SLAT. 13 BRASS PUSH LOCK SCALE: HALF SIZE 3750 #10 -24 THUMB El SCREW lIIi� 1r 0 \ N .01 190" .125y.' 7 CENTER MATE 2 SCALE HALF SIZE 16 17 OR US WITH AND ONLY SLIDE ROD SCALE: HALF SIZE NYLON WASHER (NYLON BUSHING OPTIONAL) #14 x 2 -3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TOP & BOTTOM) NYLON BUSHING W/ WASHER: 7/16"0 x 1/2" CM INTERIOR JOINT TOP 7/16 "0 x 1" (al INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 1q BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU LDING CODE DATE Om •' BY IPIM AIrd PRODUCT C • OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOnl 0Z2-15 -DLL • z z ZN W •F„ W U I-- 0 <0 _0 5_' 0. N N (� Q z diy o S W LJ W p N W N Zz You ev m' o Al ij 0 U oaf III. y� N � � t ffi J O 2001 KNEZEVICH & ASSOCIATES. IN 0v KN FL LI• PE 0 No: 983 a z 2 z z 0 0 v } 1 0 ta a 0 dal• 12/08/98 (scale l AS NOTED design by 3/0( 'drawn by MC dray.nq no 01 -853 sheet 1 of 11 FASTENER p 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). Z ti, " Otnw Za J(� c W4 i4 gr- °n tfl EXISTING GLASS 6.8 ACCORC)1C)N SHUTTER NOT APPLICABLE TO HR ACCORDION SHUTTER ALT. DIRECTION OF ANGLE LEG 1 -1/2" MIN 2 FASTENERS EACH ANGLE 1 "x2"x1 /8 "OR 2 "x2°"x1/8" ALUM. ANGLE 3/16 "0 ALUM. POP RIVET OR 4$12 SMS 6.80" (TYP.) TYPICAL PLAN VIEW SCALE: 3" = 1' -0°' 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16"0 ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS. 3/16"0 ALUM. 1/4 -20 THUMBSCREW INTO POP RIVET. OR 1/4 -20 THREADED HOLE. LOCATED @ MACHINE BOLT & NUT 1/3 SPAN TO 2/3 SPAN FROM ( 18" O.C. BOTTOM OF SHUTTER FOR BLADES 5 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3". ONE @ 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE. TYPICAL. FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED 3/16 "0 ALUM. POP Q RIVET OR #12 SMS N a. 18" O.C. (TYP.) �, 3/16 "0 ALUM. POP D: w 2" x 2" x 1/8" RIVET OR #12 SMS I- 6063-T6 ALUM. TUBE Ii @ 18" O.C. (TYP.) I- D 1" x 2" x .093°" 2 FASTENERS V=i 6063 -T6 ALUM. EACH ANGLE ANGLE TYP. � l X THREE 3/16"0 ALUM. Z ��� Il� POP RIVETS OR THREE IIJI #12 SMS, TYP. 1 "x2 "x1/8" OR 2" x 2" x 1/8" ALUM. ANGLE TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = w J 4 )- 144 w to NOTE: STARTER 11 LOCATION MUST BE ADJUSTED TO INSURE ULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECT ONO. I' 5 EXISTING GLASS SILL -fir , 0) . " --.÷--- 0 ■ T 0 ..,, TO' & BOTTOM s 1-- -TOP TRACK PLAN VIEW 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS TYPICAL ELEVATION N.T.S BOTTOM TRACK -1/2°; MIN. 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" FASTENER p 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 1 -1/2" /2 "x2 "x .090'° 6063 -T6 ALUM. TUBE TYP. �2" x 5• x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP vi #12 x 1/2" GALVANIZED OR S.S. SMS. 3/16 "0 ALUM POP RIVET. OR 1/4 -20 MACHINE BOLT & NUT @ 18" D.C. SIDE CLOSURE OPTIONS SCALE: 3- = 1' -0°' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 11104 • ' •• BY PRODUCT NTROL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 2.z .d- lJz z w~ F- n <0 _0 V ON ce Q ca = W w'- NJ W �+ zZ T O 2001 KNEZEVICH & ASSOCIATES. to m cV d A ,s141 Di-3as e ZW (,)�p hi I■ IfNOFESSIONAL YJ. PIN (FL Lice s No: PE 00+983 l o1 [data 12/08/98 scat. As NOyCO design by VIe drawn by MC [checked b Vni draw.ng no 01 -853 sheet 2 of 11 02/22/01 14:08 EMBED. IfrA W F , o I • •,...J II fi GLASS OR r2 FOR MI SEE TABLE • DOOR t.SEPARATIO FROM GLASS EXISTING STRUCTURE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) w 0 w V) 0 1/2" 0 W O: )- w WW - J ~ = • W w I H owm V1 4 XIZ OZI- �J Ova < 9,..- � 1/4 -20 S.S. MACHINE • SCREW'& NUT (nl 12" O.C. W 0 w 6:8 ACCORDION SHUTTER NOT APPLICABLE TO HR ACCORDION SHL TI'El EMBED. EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 5) 1/2 • 1/4" MAX. FROM PIN GUIDE TO BUSHING sWASHER (TYP.) GLASS OR DOOR 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE 0 WALL MOUNT SECTION SCALE : 3"= 1'- 0" C4 CONNECTION TYPE REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX. STRUCTURE SPACING 5" MAX. IOp. Rlirmo H n N 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING W L7 GLASS OR DOOR -- W L7 SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 0 WALL MOUNT SCALE : 3 •= GLASS OR 000R -- 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS @ 12" 0.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" EXISTING STRUCTURE EMBED. OBUILD OUT MOUNT SECTION SCALE 3 "= V- 0" 1/2" 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w w F w �W FN =0.- NFOvm t7 N <t XZ 0Z- J OVa u V1 SECTION 0" SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS O® O: w W 1— J � D =0� w Z LJ co ON 4 CZ I- 04 u V) I1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING STRUCTURE GLASS OR DOOR EDGE DIST #12 x 1/2" SMS @ 12" O.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" 0.C. OS AND ® ASSEMBLY EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE 1412 x 1/2" SMS @ 12" 0.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. SEE TABLE 2 FOR MIN. EPARATIO FROM GLASS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING W a. F W • =0 tr0- co t7 -N4 XZ 0ZI- Z J �N 1/2" EXISTING CONCRETE OR BLOCK ONLY. W000 FRAMING & WOOD ANCHORS NOT ACCEPTABLE -G3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 0 V Le I 'rte 4 w4w 11/4" MAX. FROM PIN 1/2" GUIDE TO BUSHING WASHER (TYP.) EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. O.C. EXISTING FINISH MATERIAL EDGE DIST. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ•D WITH THIS LOCATION CEILING / INSIDE MOUNT SECTION SCALE : 3"= 1'- 0" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 5) 1f2j" 3" 1 ,- 1/2'x-1/2 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN W000 (al EACH RAFTER OF TRUSS, 24. O.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS, EXTEND TUBE TO NEXT TRUSS 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TWO 1/4 "0 WOOD LAG SCREWS (0 24" O.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS THREADED PENETR. "T" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) PLYWOOD & STUCCO FINISH 1/4 -20 S.S. MACHINE SCREW p 24" O.C. IN BETWEEN TRUSSES WITH 1/2 "0 ACCESS HOLE ON BACKSIDE OF TUBE OR #14 SMS T24" O.C. MAX. IN BETWEEN RUSSES #14 SMS (nl MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1" x 4" x .125' 6063 -T6 ALUM. TUBE NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 P.S.F. OWALL MOUNT SECTION SCALE : 3 "= 1'- 0" 1/4" MAX. FROM PrN GUIDE TO BUSHING WASHER (TYP.) 4 (MAX. DESIGN LOAD s 72 P.S.F.) OTRUSS MOUNT SECTION SCALE : 3"= 1'- 0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ��� BY .�/�___."i's A . PRODUCT C "' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 1 - 02.255..011 v" z Z N W tel w u I-- 0 4 tIlVe° ON a W z =z,,, V � WI— J IV D Wv1 Z oV H & ASSOCIATES, INC,' COPYRIGHT 0 2001 K N E 2 E V 1 �? r7 N � ,— cr>, � 1 '. z N $� w • � g • Z �VJ. KNNEZEVI �. IIROrEtS1Uld ,. FL Lice's • o: PE 0 11•83 • VI e dare 12/08/98 scat• AS NOTED f [distort by l ViK ( drawn by MC 'ch•Ck.d by'( viK1 drawonq n•. 01 -853 sneer 3 of 11 02/22/01 14:08 EXISTING STRUCTURE 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE 61 THIS PG. FOR NUMBER OF ANCHORS RELIT.) GLASS OR DOOR I- zo Iw m � 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1 THIS PG. FOR NUMBER 0 ANCHORS REQ'D.) ALT. LEG DIRECTION SEE NOTE 61, THIS PAGE FOR ANGLE SIZE AND ANCHORS ,1 1-Tw ACCESS HOLE 6.8 ACCORDION' SHUTTER 1NI r APPLICABLE TO HFt ACCC7 FAD, Cr SP- PUTTER 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS @ 12" O.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/1." MAX. FROM PIN GUIDE PTO BUSHING WASHER (TYP.) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS THREE 1/4"0 THRU BOLTS 0 X' p Z w cc I " o TA Z Z• W a J V1 O: O: W y/ 1-t 7 = X a W 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) Tf ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) EXISTING STRUCTURE EMBE EXISTING STRUCTURE EXISTING FINISH MATERIAL L' LTw SEE NOTE 01, THIS PAGE FOR ANGLE SIZE AND ANCHORS REQ'D 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS @ 12" O.C. ALT. LEG DIRECTION ACCESS HOLE (MAX. DESIGN LOAD = s 72 P.S.F.) OBUILD -OUT MOUNT SECTION SCALE : 3 "= 1'- 0" Q (1 )0 FOR CURVE (SEE CUT IN 2" TO 3" INTERVALS DETAIL Q FOR WELDING INFO). TYP. TOP & BOTTOM. I I FULL LENGTH INSIDE EXCEPT AT "NOTCHES" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON 0 CONNECTION TYPE TO ' VERIFY ANCHOR SPACING IS ACCEPTABLE v Z N • 0 w t7 0 W 1/4" MAX. FROM PIN GUIDE 1/2" '.' TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W / NUT @2" O.C. ORM CURVE (SEE DETAIL CUT AT INTERVALS TO LO FOR WELDING INFO.) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE QCURVED TRACK DETAIL SCALE : 3 "= 1'- 0" EXISTING STRUCTURE EXISTING FINISH MATERIAL * BEAM SCHEDULE DESCRIPTION S A OFAM WTOP AN 2- x 5" 5. -0" 9. -5.. 9. -0" Tv = .125" Tf 8•_p" 8• -1" 8' -0" = .125" 10. -3" 7' -4" 7' -4" 2" x 7.. 5._0.. 1V-4" 8' -5" 8._0" 9. -8" 7. -6" Tf.07 " = 10._3" 8' -9" 7. -0" 2" x 9" 5. -0.. 15.-5" 9. -4" 8' -0" 13' -2" 8' -4" Tv = 072" Tf = .224 10' -3" 11' -11" 7' -9" * USE BE M SCHEDULE FOR DETAIL TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. NOTE G1: 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE TOP & BOTTOM. FOR 2" x 5" & 2" x 7" BEAM, USE THREE 1/4"0 POWERS CALK - IN ANCHORS 3" O.C. IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM. USE FOUR 1/4"0 CALK -IN ANCHORS @ 3" O.C. IN EACH ANGLE AND USE 11" LONG ANGLES MIN. SHUTTER SEPARATION FROM GLASS (SEE TABLE 2) #14 x 1/2" SMS OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. TSSEMIcPY AND —GLASS OR DOOR L:J J 0 U, d Z a --+, 1/4" MAX FROM PIN GUIDE 41X TO BUSHING WASHER (TYP ) 1^I Q -MAX 1/8" TILE FINISH MATERIAL EQ.. /: Al MB1 2" x L" x 1/8" CONT 3/4" PLYWOOD ALUM. TUBE (6063 -T6) i 1/4"0 POWERS RAWL CALK -IN @ 6" O.C. WITH 7/8" MIN EMB IN CONC OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 6" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2"0 THRU BOLT @ 12" O.C. 1 /4 "0 POWERS RAWL CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE CEILING HEADER (SEE NOTE BELOW) * *CEILING HEADER PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE BUILD -OUT ANGLE @ TRACK *NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) OWELDING DETAILS SCALE : 3 "= 1'- 0" 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD z 72 P.S.F.) OPASS THRU DETAIL SCALE : 3 "= 1'- 0" FASTENER. SEE DETAIL® @ EVERY 2" TO 3" PIECE UT LINE (SEE DETAIL L FOR INFO.), TYP. CURVED TRACK PLAN VIEW N.T.S. CEILING HEADER 0 (SEE DETAIL © FOR WELDING INFO. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE L}'/0 °1 /240 BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.QJ - Z ZSS (} z Z� W L� w v I—. 0 Q0 V � 0, I/i N V1 C . 2 W N w �+ Z 0 1260 N. UNIV zin cuE CH & ASSOCIATES, INC. 0 2001 KNEZEV Y- ,8 m VJ. KIiIEZ PROFESSIONAL FL Lice s No: PE 111983 date [se ar• As NOTED design by V JK a N 00)) N 0 12/08/98 'drawn by MC checked bl. V i« drawing no 01-853 (sheet 4 of 11 02/22/01 14:08 12/08/98, fcnecred bY V JA 6_8 ACCORDION SHUTTER NOT APPLICABLE TO HR ACCORDION SHUTTER 02/22/01 14 :09 FASTENER SPACING (INCHES) FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN w I, E = E ANCHORTYPE MIN. 314' EDGE DISTANCE MIN. 2' EDGE DISTANCE MN. 3' EDGE DISTANCE LOAD P.S.F. MAX. SPANS UP TO 6' -0•' (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 CS 8 12 E� Ii11i1j111�11I1111�I1i�Ii�I11> II'"''''" 1/4 "0 ITW OR TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN 3.000 P.S.I. CONCRETE) 12 48.0 12 12 12 12 11 12 12 10 12 7 12 12 6 12 5 12 12 12 12 12 12 12 12 12 9 12 12 8 12 6 12 6 2.0 12 12 11 12 8 12 12 7 12 5 12 8 5 10 1. 12 12 12 12 10 12 12 10 12 7 12 9 6 12 4 ELCO 72.0 12 12 9 12 7 12 12 6 12 5 11 5 4 7 3 12 12 12 12 9 12 12 8 12 6 12 6 5 8 4 110.0 12 12 6 12 4 10 5 4 7 3 9 3 3 5/ 12 12 8 12 5 12 5 5 8 4 10 4 4 6 3 2 0 0 . 0 9 3 3 5 7 9 3 3 5 / 9 3 3 5 10 4 4 6 3 10 4 4 6 3 10 4 4 6 3 CONUKt I t * 3 /8 "0 IN & STEEL STEEL 1-9113" (MIN. 11111 POWERS MIN. 3,000 48.0 ,�,e, /,��//r A fi ��� Ar 12 12 12 12 16 12 12 12 12 16 12 12 12 12 12 62.0 Z ,,,,ra 12 12 12 12 16 12 12 12 12 14 12 12 12 12 9 RAWL B STAINLESS BOLT WITH EMBEDMENT PS.I. CONCRETE) DROP- 72.0 , /, „ /O / /,,,,,,,,, /�, AM 12 12 12 12 16 12 12 12 12 12 12 12 10 12 8 110.0 /� „ /,® /� /,� / /�,�,� , /,�A� 12 12 12 12 11 12 12 10 12 7 12 9 8 12 6 200.0 „,,,, ;,�,,,,,,,,��,,,,,, 12 9 8 12 6 12 9 8 12 6 12 9 8 12 6 * till 1/4 "0 POWERS CALK -IN 8.1/4-20 STEEL MACHINE (YON. 3,000 EMBED. SCREW 48.0 12 12 12 12 12 12 12 10 12 8 12 12 7 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 FASTENING W/ 7/8" STAINLESS MI. CONCRETE) 62.0 12 12 11 12 9 12 12 8 12 6 12 10 S 12 12 12 12 12 12 12 12 12 12 9 12 12 9 12 6 72.0 I 12 12 10 12 8 12 12 7 12 5 12 7 4 10 12 12 12 12 12 12 12 11 12 8 12 8 7 12 5 110.0 12 12 6 12 5 12 6 4 9 3 12 4 3 7 12 12 10 12 8 12 8 7 11 5 12 5 6 8 4 ,200.0 12 4 3 7 3 12 4 3 7 3 12 4 3 7 12 5 6 8 4 12 5 6 8 4 12 5 6 8 4 48.0 12 12 12 12 12'12 12 12 12 12 12 12 11 12 : 12 12L12 12 12 12 12 12 12 12 12 12 12 12 11 62.0 12 12 12 12 12,12 12 12 12 9 12 12 9 12 • 12 12 12 12 12 12 12 12 12 1212 12 11 12 8 1/4"0 ELCO CRETE FLEX w/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.300 PS.1. CONCRETE) 72.0'12 12 12 12 12 12 12 11 12 8 12 8 7. 12 12 12 12 12 12 12 12 12 12 10 12 10 10 12 7 110.0 12 12 11 12 8 12 8 7 11 5 12 5 6 8 12 12 12 12 10 12 9 10 1 12 7 12 7 8 10 6 200.0 12 5 6 8 4 12 5 6 8 4 12 5 6 8 12 7 8 10 6 12 7 8 10 6 12 7 8 10 6 HOLLOW CONCRETE BLOCK :IIN1111101111t111111111NUNIpI> 1/4 -0 TAPCON 1 -1/4" MIN. ITW OR W/ EMBEDMENT ELCO 48.0 12 12 8 12 5 10 10 5 10 3 7 7 3 7 12 12 9 12 6 11 11 6 11 4 7 7 4 7 3 62.0 11 11 6 11 4 8 8 4 8 3 5 3/ 4 A 12 12 7 12 5 9 9 5 9 3 6 3 3 5 7 2.0 10 10 5 10 3 7 7 3 7 Ai„� Ad Amor- / 110.0 6 6 3 6 4 !i A /�,�,,, 200.0 3,,,,,,/L/,.,l�il �„ //// %1.� /��,/,.+����,�i/� / /,ir 12 6 11 /N�,. 11 6 11 4 * 1 CALK IN & 1/4 -20 STEEL MACHINE E ENIN SCREW 48.0 12 12 8 12 6 12 12 6 12 4 9 9 4 9 12 12 12 12 9 12 12 9 lll 62.0 12 12 6 12 5 10 10 4 10 3 7 4 3 5 0 12 12 10 12 7 12 12 7 12 5 8 5 4 7 3 WRS FA STAINLESS 72.0 12 12 5 12 4 9 9 4 9/ 6/ 4 12 12 9 12 6 11 11 6 11 4 7 3 4 5 7, 110.0 8 8 3 8 Ull„ W AZ 10 10 5 10 4 7 3 4 4A MEIV 200.0 5 3� ,/,,,ilAW AEIVA / 3 3 48.0 12 12 12 12 11 12 12 11 12 7 12 12 7 12 12 12 12 12 11 12 12 11 12 8 12 12 7 12 5 62.0 12 , 12 12 12 8 12 12 8 12 6 11 7 5 9 12 12 12 12 9 12 12 8 12 6 12 7 5 10 4 1/4"o ELCO CRETE FLEX EMBEDMENT 72.0 12 12 10 12 7 12 12 7 12 5 9 4 4 6 12 12 10 12 7 12 12 7 12 5 10 5 5 7 3 110.0 12 12 6 12 4 9 4 4 6 3 8 3 4 4 A 12 12 7 12 5 10 4 4 6 3 8 3 4 5 3 200.0 8 3 4 4/ 8 3 4 4 / 8 3 4 4 Pr 8 3 4 5 3 8 3 4 5 3 8 3 4 S 3 02/22/01 14 :09 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 314' EDGE DISTANCE SPANS UP TO 6' -0.. (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 CS CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 CS CI 0 3 21 -3/4"/ 48.0 12 12 10 12 8 12 12 7 12 6 12 12 4 12 4 `T :_A141UgUHRIVH1111t11{iU1114Wu 1 /4"17) WOOD LAG SCREW NW/ MIN. 1 -3/4" THREADED PENETRATION "T" SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 62.0 12 12 8 12 6 12 12 5 12 4 12 10 3 12 3 72.0 12 12 7 12 5 12 12 4 12 4 12 6 3 9 110.0 12 12 12 3 12 6 9 /, 11 4 / 7 200.0 11 4 7/ /i% 11 4 7 / 11 4 7 48.0 12 12 12 12 12 12 ' 10 ,o if ,o ` * t ,,��1, 62.0 12 1212%/12 1212 j 8 5 6 A in 7/16 -0 WOOD BUSHING W/ 7/8" MIN. EMBEDMENT STAINLESS STEEL STEEL MACHINE SCREW 72.0 12 12 A 12 ,/ 10 10 4 10 7 7 3 A 4 110.0 9 ' 9/ i 4 � AMA 200.0 S V 3 /5 V 3 /S f 3r ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 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. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. 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 CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS - EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 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 IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD 3/4" EDGE DISTANCE IS 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. I// DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. f* DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED W1NGNUT. 2 x S (TYP.) HEADER / SILL OR / © COMBINATION 0 I 0 x S (TYP.)[ 2 x S (TYP.) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR: - C1 CONNECTION TYPE USING PIECE (- C3 CONNECTION TYPE USING PIECE 6 WITH OUTSIDE ANCHORS - APPLICABLE TO 6.8 SYSTEM ONLY APPROVED AS COMPLYING 'MTh THE SOUTH FLORIDA BUILDING CODE DATE • L • �►r BY .gn r : • �. PRODUCT C s ROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.01 - OZ Z$•Q4 FL es fn WI .1/ °v g 5 OZZ W Y 2F • A W ciao. g • ✓ ry a� F. 0 z W .5 U. 41 W N m • . I en a No: 0 083 ,, rg ecoo11 co Ol CI N N O date scale AS NOTED design by l vie drawn by MC dravnq no. 01 -853 sheet 5 of 111 6 -8 ACCORIDION SHUTTER NOT APPLIGAILBLE TO HR ACCORDION SHUTTER T A B L E 2 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SHUTTER SPAN (L) (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) L max. (FT - IN) 40.0 8 -3 3 -1/8 1 -5/8 10 -0 3 -3/4 2 -1/8 11 -11 3 -3/4 3 50.0 8 -3 3 -1/8 1 -3/4 10 -0 3 -3/4 2 -3/8 11 -3 3 -3/4 • 3 60.0 s 5 -0 3 -1/8 1 -1/4 8 -3 3 -1/8 1 -7/8 10 -9 3 -3/4 3 70.0 5 -0 3 -1/8 1 -1/8 8 -3 3 -1/8 1 -7/8 1Q -4 3 -3/4 3 80.0 6 -0 3 -1/8 _ 1 -3/8 8 -3 3 -1/8 2 -1/8 9 -4 3 -3/4 2 -5/8 90.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -5/8 8 -3 3 -1/8 2 -1/8 100.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -3/4 8 -3 3 -1/8 2 -1/4 110.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -3/8 120.0 5 -0 3 -1/8 1 -3/8 7-0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/4 130.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/2 02/22/01 14 :09 TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L E ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WINDNLOAD (P.S.F.) POSITIVE WIND LOAD NEGATIVE WIND LOAD - L max. (FT - IN) L max. (FT - IN) 30.0 12 -10 12 -10 35.0 12 -4 12 -10 40.0 11 -11 12 -10 45.0 11 -7 12-10 50.0 11 -3 12 -10 55.0 11 -0 12 -10 60.0 10 -9 12 -4 65.0 10 -6 11 -6 70.0 10 -4 10 -8 72.0 10 -3 • 10 -4 75.0 10 -2 9 -11 80.0 9 -11 9 -4 90.0 9 -7 8 -4 100.0 9 -3 8 -3 110.0 9 -0 8 -3 120.0 8 -8 8 -3 130.0 8 -4 8 -3 133.0 8 -3 8 -3 140.0 7 -11 7 -11 150.0 7 -5 7 -5 160.0 6 -11 6 -11 170.0 6 -6 6 -6 180.0 6 -2 6 -2 190.0 5 -10 5 -10 200.0 5 -6 5 -6 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE• •' 0• BY TI► .I.i /.. .... PRODUCT Cy - 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.n l - O 22:R.09 z Z N r• W V I-0 <C 0 Ua. 0. N N to de ,Q w z W NI M W N Z u CH & ASSOCIATES. IN HT O 2001 KNEZ 1 °v IG V.1. IGYE -E 107E PROFESSION L > SEE FL Lic No: PE d+ s 983 N = Y M = N z9Ni9Z u m = u p V O 0 s®1 e O 0 40. In N, date 12/08/98 scale AS NOTED design by V IK drawn by MC checked byj VmJ draw.ng no. 01-853 sheet 6 of 11 FASTENER p 18" O.C. (USE ANY ANCHOR SHOWN N ANCHOR SCHEDULE). EXISTING GLASS HR AC OR IC) ION SHUTI-ER NOT APPLICABLE TO S.8 ACCORDION SHUTTER 1 -1/2" MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER (al 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2 FASTENERS EACH ANGLE 1 "x2 "x1 /8 "OR 2"x2 "x1/8" ALUM. ANGLE 3/16 "O ALUM. POP RIVET OR #12 SMS TYPICAL PLAN VIEW SCALE: 3" = 1' -0" 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "0 ALUM. POP RIVET OR #12 SMS 18" O.C. (TYP.) TYPICAL HR BLADE 3/16.'0 ALUM. POP RIVET OR #12 SMS p 18" O.C. (TYP.) 2 "x2 "x1/8" 6063 -T6 ALUM. TUBE 1" x 2" x .093" 6063 -T6 ALUM. ANGLE. TYP. I1� TYPICAL HR BLADE 3/16 "0 ALUM. POP RIVET OR #12 SMS p 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE #12 SMS. TYP. 1 "x2 "x1 /8" OR 2" x 2" x 1 /8" ALUM. ANGLE • TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = 1' -0" 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6 ". FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED m W -J m I- LL) w N #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18. O.C. NOTE: STARTER LOCATION MUST BE ADJUSTED TO INSURE LL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECTION,. EXISTING GLASS TOP TRACK PLAN VIEW 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED (al 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6 ". TYPICAL ELEVATION N T.S. BOTTOM TRACK TOP & BOTTOM 1 -1/2• s--- j MIN. 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = V-0" FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). /2 "x2 "x .090" 6063 -T6 ALUM. TUBE TYP. Ir2"x5"x1/8" / x CONTINUOUS ALUMINUM ANGLE IIOPTIONAL ANGLE ORIENTATION TYP. 'L' &WAN SIDE CLOSURE OPTIONS #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16.0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18. O.C. TOP & BOTTOM i 1 -1/2" MIN. NJ ut ui Q 03 oa Zt O W O W LL VI SCALE: 3" = V -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE___ //2.001 BY PRObUCT COIIFI'ROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCENO.0 L-OZ2 •0 pi I •z Z ZF — W VI W V I- Q° _o VI H de 4W z =„, V � N D WVt ZZ OCIATES. INC •d x V W z at 0 1 v C a a r 02/22/01 14:09 date 12/08/98 .cal• AS NOTED design by VJK 'drawn by nC checked by Vitt drawing no 01 -853 sheet 7 of 11 Z 0VI F a o_oLai VI J w 0 SILL W VI cc W ti to I/ 13 �.� >• 18 ®�I A e18 TOP TRACK PLAN VIEW 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED (al 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6 ". TYPICAL ELEVATION N T.S. BOTTOM TRACK TOP & BOTTOM 1 -1/2• s--- j MIN. 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = V-0" FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). /2 "x2 "x .090" 6063 -T6 ALUM. TUBE TYP. Ir2"x5"x1/8" / x CONTINUOUS ALUMINUM ANGLE IIOPTIONAL ANGLE ORIENTATION TYP. 'L' &WAN SIDE CLOSURE OPTIONS #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16.0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18. O.C. TOP & BOTTOM i 1 -1/2" MIN. NJ ut ui Q 03 oa Zt O W O W LL VI SCALE: 3" = V -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE___ //2.001 BY PRObUCT COIIFI'ROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCENO.0 L-OZ2 •0 pi I •z Z ZF — W VI W V I- Q° _o VI H de 4W z =„, V � N D WVt ZZ OCIATES. INC •d x V W z at 0 1 v C a a r 02/22/01 14:09 date 12/08/98 .cal• AS NOTED design by VJK 'drawn by nC checked by Vitt drawing no 01 -853 sheet 7 of 11 EXISTING STRUCTURE w 0 W W l7 0 W CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ,-- 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS (a) 12" O.C. (TYP. TOP & BOTTOM) 7" MAX 1/2" 1/2" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) FROM GLASS —GLASS OR DOOR EXISTING STRUCTURE 1/2" EMBED. n � n 1/2" W p W HR AC CORCPION SHU-ITER NOT APPLICABLE TO 6.8 ACCO12L1I CI P4 SHUTTER EMBED. EXISTING STRUCTURE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 9) 1/4" MAX FROM PIN GUIDE TO BUSHING 2' GLASS OR DOOR 1/4 -20 S.S. MACHINE SCREW &NUT@12 "O.0 CC W CC W w MD m D to W W NI- 0um �y r < tj, oQ~ OS AND© LA- L, ASSEMBLY Vt GLASS OR DOOR EXISTING CONCRETE OR BLOCK ONLY WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) #14 x 1/2" SMS (a 12" O.C. OR 1/4 "0 ALUM POP RIVETS (al 12" O.C. - -11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. � SPACING [ M 1 BUILD OUT MOUNT SECTION ��.. --// `SCALE : 3 "= 1'- 0" EXISTING STRUCTURE S 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE #14 x 1/2" SMS @ 12" 0.C. .OR 1/4"0 ALUM POP RIVETS (al 12" O.C. 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) EXISTING FINISH MATERIAL 3 CUT IN 2" TO 3" INTERVALS O FOR CURVE (SEE DETAIL WELDING INFO). TYP. TOP & BOTTOM. O W X W ---S 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 0 WALL MOUNT SECTION SCALE : 3 "= V- 0" FULL LENGTH INSIDE EXCEPT AT "NOTCHES" FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EDGE DISTANCE EXISTING STRUCTURE EXISTING FINISH MATERIAL 02/22/01 14 :09 CC W Q W F w DD F- to = o m ®= NW W • F. 011)— O — < Z 0Zi- Z J ON 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT (al 2" O.C. CUT AT INTERVALS T RM CURVE (SEE DETAIL RR FOR WELDING INFO.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER (al EACH 2" TO 3" PIECE OCURVED TRACK DETAIL SCALE 3 "= t- 0" EXISTING STRUCTURE 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CEILING HEADER (SEE NOTE BELOW) * * CEILING HEADER BUILD -OUT ANGLE PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE 2" @ TRACK *NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION. WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) OWELDING DETAILS SCALE : 3"= 1'- 0" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (SPACING SHOWN IN DIAGRAM ON PG. 9) 0 CEILING / INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" FASTENER. SEE DETAIL© (la EVERY 2" TO 3" PIECE RRUT LINE (SEE DETAIL FOR INFO.). TYP. CEILING HEADER O3 (SEE DETAIL ® FOR WELDING INFO.) CURVED TRACK PLAN VIEW N.T.S. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATER at, Z•• BY 'A_.w .� PRODUCT vs TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O1-• OZ21.5 • icy ro YJ. KN • 1AOFFSS11001. ' • ^. FL Lice s No: PE 011',983 C 0 m S data 12/08/98 scaAS le MOTCO des,gn by vi,' `drawn by ( MC l rchetk•d b)1 v iK draw,nq no 01 -853 sheer 8 of 11] H IFt ACCORLIIQN SHUTTER NOT APPLICABLE TO 6.8 ACCORDION SHUTTER ' FASTENER SPACING (INCHES) ANCHOR SCHEDULE DESIGN LOADS AND SPANS REQUIRED FOR VARIOUS w t U I z G ANCHOR ME LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE SPANS UP TO 6 - 0" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 10' - 2" (SEE NOTE 1) SPANS UP TO 15' - 6" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 CS CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONCRETE 6 75.0 9 12 12 12 9 9 12 9 12 6 9 12 7 12 5 9 10 S 10 3 90.0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 4 9 8 4 8 3 51111111111ii111H11111111111 4> 1 /4 "0 ITW OR ELCO TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 140.0 9 12 7 12 5 .9 10 4 10 3 9 8 4 8 3 9 7 3 7 * 7/16 "0 W000 W/ 7/8" MIN. STAINLESS STEEL MACHINE 180.0 9 11 5 11 4 9 7 3 7 5 4 4 9 7 3 7 4 9 7 3 7 140.0 2 30.0 9 8 4 8 3 9 7 3 7/ 3r 3 9 7 3 7 P 9 7 3 7% 11 3 * tll 1/6"0 POWERS C 8 1/4- 1/6-20 STEEL MACHINE (MIN. 3.000 ■iI FASTENING STAINLESS SCREW P.S.I. CONCRETE) EMBED. 75.0 9 12 10 12 8 9 12 7 12 9 12 6 12 9 11 3 90.0 9 12 8 12 6 9 12 5 12 9 12 5 12 9 9 3 9 140.0 9 12 5 12 4 9 11 3 11 9 9 3 9 9 8 8 180.0 9 12 4 12 3 9 8 A 8 4 9 8/ 8% 9 8/ 8 230.0 9 9 3 9 9 8 io 9 8 /WA 9 8 0 c 75.0 9 12 12 12 12 9 12 12 12 9 12 11 12 9 12 12 90.0 .9 12 12 12 12 9 12 11 12 9 12 9 12 9 12 12 1/4 "0 ELCO CRETE FLEX W/ 2" MIN. EMBEDMENT (MIN. 3,300 P.S.I. CONCRETE), 140.0 9 12 10 12 8 9 12 7 12 9 12 6 12 9 12 12 180.0 9 12 8 12 6 9 12 5 12 9 12 5 12 9 12 12 230.0 r 9 12 6 12 5 9 12 5 12 9 12 5 12 9 12 12 HOLLOW CONCRETE BLOCK 3■I111111N1 111111111111114> 1/4-0 ITW TAPCON W/ 1 -1J4" MIN. EMBEDMENT 75.0 9 10 6 10 4 9 7 4 7 7 6 3 6/ 5 3 3/ 3 3 WAN 0 90.0 9 8 5 8 3 7 5 3 5 A 6 S 3 5/ 4 140.0 7 5 3 5r,4 4 3 r 3rA4 AM 3%3ME����� I .04�/ 180.0 5 4 Mill r AWAVA 230.043 iM /1=lirM!I / /MJJ/ O . / 4' p * 1 1(Jl 1/4 "0 POWERS CALK -IN W/ 8 1/4 -20 MACHINE I FASTENING 7 /8" 'STAINLESS EMBED SCREW pp 90.0 9 10 5 10 9 7 7 7 6 6 S 4 3 140.0 8 6 3 6 6 4 5 3 a re / 4 180.0 6 S SSTEEL � 230.0 5 4/ 4/ 3 4 3I 3/ 4 3 3 75.0 9 12 9 12 9 12 12 9 12 12 9 8 8 r A // 4 go /!/ 90.0 9 12 7 12 9 12 12 9 10 10 8 6 6 1!4 "0 ELCO CRETE FLEX W /1 -1/4 "MIN. EMBEDMENT 140.0 9 11 5 11 9 7 7 8 6 6/ 7 5 5 180.0 9 8 3 8 7 6A 6/ 7 5 45 a. 7 5 ra 5 230.0 8 6 3 6P 7 5 5r 7 5/ 5/ 7 5y 5 5re 5 • ,i08gi1111i1111i1111UlllINI> 1/4 "0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 75.0 12 12 8 12 • 12 9 9 10 8 8 6 90.0 12 11 7 11 10 7 7 8 6 6 5 4 4 140.0 9 7 4 7 6 5 5 5 4 4 4 3 3 A3 180.0 7 5 3 5 A 5 3 �3A4 3 A3 �4 3 230.0 5 4 iIO 4 3 3 4 3 3 V/ 4 3� 3 r Ira 02/22/01 14:09 APPROVED AS COMPLYING 'MTH THE SOUTH FLORIDA BUILDING CODE DA 0 •Q a• BY ellAMi:%rA /�. PRODUCT ► dr• OL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.C)1- 02.2.5S. o y 1 x S TYP. 1 x S TYP. FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOA P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 15' -6" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE Cl TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE Cl TYPE C2 NOTE C3 3) Cl. C5 O 0 721- 27/32" 75.0 9 •12 8 12 6 9 12 5 12 4 9 12 3 12 4 iineuun■,nuuwnuum,uumw. 1 /4 "G WOOD LAG SCREW WI MIN. 1- 27/32" THREADED PENETRATION "T" SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 90.0 9 12 6 12 5 9 12 4 12 4 9 11 11 140.0 9 12 4 12 3 9 12 3 12 j 9 9 r 9 180.0 230.0 9 9 12 11 3 � iAa� 12 AO � 9 9 A 9 9 // ,/ 9 9. 9 r 9 9 a 9 , * 7/16 "0 W000 W/ 7/8" MIN. STAINLESS STEEL MACHINE 75.0 9 12i10� 6 A 5 0 9 5 4 i/ 4 3 %%%% 8/ 4 A 3 5 4 4 3REF 3 3 �� W�' y/r i/,�I/ � 1��� „�„ 90.0 9 10 BUSHING EMBEDMENT STEEL SCREW 140.0 8 6' 180.0 6 5 230.0 5 4, I. 4 3r 3 / 4 3 r r goor ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. 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. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 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 CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 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 IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS 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 2 x S (TYP x _ USED AS SILL 9. HEADER 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. TOP FLANGE 2 x S @ OUTSIDE ANCHOR (SEE PICTURE ABOVE) 0 Q 0 0 x S (TYP.)I 1 x 8 INSIDE \ HEADER / SILL BOT. FLANGE ANCHOR (SEE PICTURE ABOVE) NOTE- "5" INDICATES SPACING DIAGRAM FOR Cl CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE - APPLICABLE TO HR SYSTEM ONLY \CD / 0 COMBINATION 0 0 a1 x S (TYP.)! ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE ANCHORS ONLY - APPLICABLE TO HR SYSTEM ONLY J" z Z• W •F tet� wU I- Q 0 V � 06 � N knee Q W z a2S - 2 W v� W ~ NJ W ? iJ z N U 0 N N 4 U N z Y 0 0 ✓ 0 aliMilliliMININNO FYJ. KNEZEV(CH PROFESSIONAL ENGINEER L I.1cen No: PE 7I 1983 N c 0 0 It rda r. V N O 12/08/98 seal• AS NOTED design by VAN drawn by MC (eneewed by ` VAN drawing no. 01 -853 sheet 9 of 11) 4 MR ACCO RID IO1\1 SHLi FTER NOT APPLICABLE TO 6.8 ACCORIZ:0I C, F,1 SHUTTER FASTENER SPACING (INCHES) ANCHOR SCHEDULE DESIGN LOADS AND SPANS REQUIRED FOR VARIOUS w ,�, - Qc G ANCHOR TYPE .. LOAD P.S.F. MAX. (SEE NOTE 1) MIN. 3' EDGE DISTANCE SPANS UP TO 6' - 0" (SEE NOTE 1) SPANS UP TO 8'- 8" (SEE NOTE 1) - SPANS UP TO 10' - 2" (SEE NOTE 1) SPANS UP TO 15• - 6" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 - 3) C4 CS CONNECTION (SEE C1 . TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONCRETE 5.,111111 Mk IIIIIIII e;.- 1/4 "0 ITW OR ELCO TAPCON W/ 1 -3/4" MIN EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 75.0 9 12 12 12 11 9 12 10 12 A 7 9 12 9 12 6 9 11 5 6 3 90.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 9 4 4 3 140.0 9 12 8 12 6 9 11 5 11 4 9 9 4 9 3 9 8 3 3 12 180.0 9 12 6 12 4 9 8 4 8 3 9 8 4 8 3 9 8 3 3 9 2 3 0.0 9 9 4 9 3 9 8 4 8 3 9 8 4 8 3 9 8 3 3 r * 3/8'0 IN & STEEL 1 -9/16" (MIN. . ��'' -IM POWERS 3/8 MIN. 3.000 12 11 75.0 9 12 12 12 16 9 12 12 12 12 9 12 12 12 10 9 12 8 12 9 12 � 90.0 9 12 12 12 15 9 12 12 12 10 9 12 11 12 9 9 12 7 12 7 RAWL DROP- "0 STAINLESS BOLT WITH EMBEDMENT PS.L CONCRETE) 140.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 12 6 12 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 4 9 12 6 12 230.0 9 12 7 12 5 9 12 6 12 4 9 12 6 12 4 9 12 6 12 s* �i'!! i 1/4 -0 POWERS CALK -IN & 1/4 -20 STEEL MACHINE (MIN. 3,000 �I FASTENING W/ 7/8" STAINLESS SCREW PS.L CONCRETE) EMBED. 75.0 9 12 12 12 12 9 12 11 12 9 9 12 10 12 7 9 12 6 8 90.0 9 12 12 12 10 9 12 9 12 7 9 12 8 12 6 9 12 5 6 140.0 9 12 9 12 7 9 12 6 12 4 9 11 5 11 4 9 10 4 4 180.0 9 12 7 12 5 9 10 4 10 3 9 10 4 10 3 9 10 4 4 230.0 9 12 5 12 4 9 10 4 10 3 9 10 4 10 3 9 10 4 4 75.0 9 12 12 12 12 9 12 12 12 12 9 12 12 12 10 9 12 8 10 90.0 9 12 12 '12 12 9 12 12 12 10 9 12 11 12 8 9 12 7 8 1/4 -0 ELCO CRETE FLEX W/ 2" MIN. EMBEDMENT (MIN. 3,300 P.S.I. CONCRETE) 140.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 12 5 6 r 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 4 9 12 5 6 2 3 0.0 9 12 7 12 5 9 12 6 12 4 9 12 6 12 4 9 12 5 6 HOLLOW CONCRETE BLOCK la NtNlNitutttttlit ti11U1tU, 1/4 ~m ITW 1-1/4" M N. EMBEDMENT 75.0 9 11 6 11 4 9 7 4 7 3 8 6 4 6 5 4/ 3/ 4 3 r 90.0 9 9 5 9 4 8 6 4 6/ 7 5 3 5 4 4 140.0 7 5 3 5 5 4 4 4 �//M IY' EVAA 180.0 5 4 4 4 3 10 /1/1�I ������%!/��AAAIME 6 �y 10 4 r� 9 9 /� / //, 5 /V 9 7 / /ii% 6 pp, r �� ��� rfi. 4 230.0 4 3 / *'I, Ol�� 1/4 -0 POWERS FASTENING CALK -IN W/ 7/8" EMBED & 1/4 -20 STAINLESS STEEL MACHINE SCREW 75.0 9 12 9 12 6 9 90.0 9 12 7 12 5 9 9 5 9 3 9 7 4 7 6 5 140.0 9 8 5 8 3 7 5 3 5 j 6 4 / 4 5 4 180.0 8 6 3 6 4 5 4 j 4 5 4 4 5 4 230.0 6 5 3 5 5 4 % 4 5 4 4 , 5 4 75.0 9 12 11 12 8 9 12 7 12 5 9 12 6 12 9 8 0 90.0 9 12 9 12 6 9 12 6 12 4 9 10 5 10 9 6 1/4 ~0 ELCO CRETE FLEX BERM MIN. EMBEDMENT EMBEDMENT 140'0 9 11 6 11 4 9 8 4 8 3 8 6 3 6 7 5/ 5 ��� A A/�/, 180.0 9 9 4 9 8 6 3 6 �%% 7 5 3 S f 7 230.0 9 7 3 7/ /,3� 7 5 3 5 / 7 5 3 5 a 7 5 ll11■1UU11=111111111111UU111W 1/4 ~0 ELCO TAPCON W/ N. EMBEDMENT 75.0 12 12 10 12 7 12 10 6 10 4 11 9 5 9 7 6 6 90.0 12 12 8 12 5.11 8 5 8 4 . 9 7 4 7 6 5 5 140.0 10 8 5 8 3 7 5 3 5% r 6 4 3 4 A 5 4 A 4 A 180.0 g 6 4 6 5 4 // ��%i' 5 �' 4 i/. 230.0 6 5 3 5 / 5' 4 A����/ 5 4 4 ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. 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. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. 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 CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 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 IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS 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. FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN Di- i In MIN. 4-1/2' EDGE DISTANCE ATLANTIC T C 15421 West Dixie 1 d Highway Bay 23 and SHUTTERS, N Florida 33162 lx. 1$c a ph: (305) 945 -7277 fax: (305) 945 -1131 • V.! 1 FL Lic,..1 PE •Sep.. (A SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO COUNTY COMMENTS I 6' - 0" 8' - 8" 10' - 2" 15' - 6.. P.S.F. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ST' )C ANCHOR TYPE MAX. date 12/08/98 seals drawn by AS NOTED jL MC design by lrcneewed bye vie )`. vie) CONNECTION CONNECTION CONNECTION CONNECTION (SEE NOTE TYPE TYPE TYPE TYPE 1) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 Cl.. CS C1 C2 C3 C4 CS ICONCRETE 75 0 9 12 12 12 16 9 12 12 12 16 9 - 12 12 12 16 9 12 12 12 10 * .IN 90.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 13 9 12 12 12 9 3/8~0 POWERS RAWL DROP- 140.0 9 12 12 12 15 9 12 12 12 10 9 12 11 12 8 9 12 10 12 7 IN & 3/8 "0 STAINLESS 180.0 9 12 12 12 11 9 12 10 12 8 9 12 10 12 7 9 12 10 12 7 STEEL BOLT WITH 1 -9/16" MIN. EMBEDMENT 230.0 9 12 12 12 9 9 12 10 12 7 9 12 10 12 7 9 12 10 12 7 (MIN. 3.000 P.S.I. CONCRETE) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE $ 10* era BY -W . a . PRO6 UCT C • TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.() i - O22 5C. Q`I KNEZEVICH & ASSOCIATES, INC.I+ CONSULTING ENGINEERS • PRODUCT TESTING IIII 1260 N. UNIVERSITY DRIVE, SURE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382 -2800 • FAX: (954) 382 -2989 • FLORIDA COA #3205 WEILSITE: WWW.KNE2EVICH.COM • E-MAIL: KAISXNUEVIOLCOM COPYRIGHT O 2001 KNEZEVICH & ASSOCIATES. INC 8.8 SYSTEM LICENSED BY SOUTHERN SHUTTER ASSOCIATION!' Di- i In ATLANTIC T C 15421 West Dixie 1 d Highway Bay 23 and SHUTTERS, N Florida 33162 lx. 1$c a ph: (305) 945 -7277 fax: (305) 945 -1131 • V.! 1 FL Lic,..1 PE •Sep.. XN a•. 4 CH a No: + 0 0983 description Ut L COUNTY COMMENTS COUNTY COMMENTS I ©:it date 12/08/98 seals drawn by AS NOTED jL MC design by lrcneewed bye vie )`. vie) draw,nq no. 01 -853 sheet 10 of 11 02/22/01 14:09 HR ACCORDION SHUZTER NOT APPLICABLE TO 6.8 ACCORDION SHUTTER T A B L E 4 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD NO (P. S. F.) ACTUAL SHUTTER SPAN (L) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) L max. (FT -IN) 40.0 9 -0 2 -1/2 1 -3/4 11 -0 2 -1/2 2 -1/8 14 -4 3 -1/4 3 -1/4 50.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -1/4 13 -6 3 -1/4 3 -1/4 60.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -3/8 12 -11 3-1/1. 3 -1/4 70.0 9 -0 2 -1/2 2 11 -0 2 -1/2 2 -1/2 12 -4 3 -1/4 3 -1/4 80.0 9 -0 2 -1/2 2 11 -0 2 -3/4 2 -3/4 11 -11 3 -1/8 3 -1/8 90.0 9 -0 2 -1/2 - 2 11 -0 2 -7/8 2 -7/8 11 -5 3 -1/8 3 -1/8 100.0 9 -0 2 -1/2 2 -1/8 10 -0 2 -1/2 2 -1/2 11 -1 3 -1/8 3 -1/8 110.0 9 -0 2 -1/2 2 -1/4 10 -0 2 -5/8 2 -5/8 10 -9 3 3 120.0 9 -0 2 -1/2 2-1/1. 10 -0 2 -3/4 2 -3/4 • 10 -5 3 3 02/22/01 14 :09 TABLE 3 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN-TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 4 NOTE: 1. ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L E 3 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD W (P.S.F.) POSITIVE WIND LOAD NEGATIVE WIND LOAD - L max. (FT -IN) L max. (FT -IN) 32.5 15 -2 15 -6 40.0 14 -4 15 -6 50.0 13 -6 15 -6 60.0 12 -10 15 -6 70.0 12 -4 15 -6 80.0 11 -10 15-2? 90.0 11 -5 14 -3 100.0 11 -1 13 -7 110.0 10 -9 12 -8 120.0 10 -5 11 -7 150.0 9 -8 10 -10 160.0 9 -6 10 -2 170.0 9 -3 9 -6 179.1 9 -1 9 -1. 186.4 9 -0 9 -0 190.0 8 -9 8 -9 200.0 8 -4 8 -4 210.0 7 -11 7 -11 220.0 7 -7 7 -7 230.0 7 -3 7 -3 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY .. __.. :E PRODUCT C (''r ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0t- n2.2.FS- 04 CH & ASSOCIATES, INC, 2001 KNEZEV 0 vo (NJ. KNEZEVICH F I_ Lic = e No: PC 0983 •1• a V 0 N 41 0) N U) dale 12/08/98 scale As NOTED design by VPK drawn by MC (checked by V 1K drawing no. 01 -853 sheet 11 of 11 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CENTRAX #: 13 -SG -11489 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 02 -0098- -N CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Holding Tank [ ] Innovative Other [ ]Repair [ ]Abandonment [ ]Temporary [ NA ] APPLICANT: Fazio, John AGENT: OWNER, PROPERTY STREET ADDRESS: 45 NW 96 St Miami Shores FL 33138 LOT: 21 BLOCK: 130 SUBDIVISION: Miami Shores Sec 6 [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 3101 - 033 -0420 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] A [ 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 286 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] N F LOCATION TO BENCHMARK: 10.64'NGVD Cl NW 93 St & N To S Cl Lot I ELEVATION OF PROPOSED SYSTEM SITE [ 0.5 ] [ INCHES ] [ BELOW]BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 30.5 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: Install 900 gls. new, multi - chambered s/t equipped w/ an approved filter. Install 286 sq.ft. d/f lasing the existing suitable soil, previous confirmation of that condition in the required area, plus 1.0'width all aroud the perimeter to 72 "depth. The existing system was evaluated and found working properly and in addition with the new system together can be considered enough for the entire house. The set back from the existing irrigation well to the new 'system shall be no less than On This permit is for the addition only. Invert elev. of d /f . no less, than 8.60'NGVD Bottom of d/f elev. no less than 8.10'NGVD 11T ELEVATION- NM OF ONNNFIE@.O ELEVATiOt� SPECIFICATIONS BY: RAM, APPROVED BY: Arrieta, Roland TITLE: TITLE: Engineer I Dade CHD DATE ISSUED: 3/12/02 EXPIRATION DATE: 9/12/03 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) [ostas_cons_4016 -1) Page 1 of 2 PROJECT: • SHAD SHAFIE, P.E. •• STRUCTURAL ENGINEER • • • • ' • •• • • • • •• • •• • • ; COMP. BY: 5S 844 N.E. 98th Street • Miami Shores, Florida 33138 • DATE: 12.. fl. o I Phone: (305) 984 -5974 • E -Mail: sshafie@bellsouth.net • • • • • •• . • • .. • • • • • .JOB NO: • • • . • • . C - - - - • ••: • '.' '.' ..: •'. WAGE NO: FCcoe 56)scs 444 J Zx12s @lZ "a.c.. SeA L -e. " 4a C.OA,p = IS esp L w E (,orb t 410 fs w t I, ••• • •• • • •: ; • • • ' • •, 50. • W = 15(11) 10Plf ..10(13)::: 0(1i)= 512 pU: 21N 5a>-rke41,) PLANE St1.5 r' e', (L/ e.(„ A) o . 2 Ct 24 oc * SCe. ArT kc-4 ;c Z C ci trC Shad Sharte, S44 N.E. Mk Street Miami Shores, Resift 3138 Description -Floor Joist io • • • •• • • —•• • iv .11fe ;azsio :etdonce: •• • • -Bagnit ShalSefre • • • -bate: • , -DevafPften Fazig Rtgiteri • • See!: • • !kw floor Fterntra • • • • • • •••• • , • • • • - • • • • • .. • • • • • • • 000000 •• • • • • 0 • •• oo 0 • -Job # General iriformation Section Name 2x12 Beam Width Beam Depth- iViember Type- fIrri Wt. Adeed to tceds Load Dur Factor two Beam-End-F1y pfn-prn ViroottlYensfty „ 34.000 pcf 1.500 in -11.250 in • Uniform Loads Over-Fait-Span • Center - DL - cantilever «DL -fileihMantilever _at S.- .7-a • • •• „ • 000 • • • • • ; • Center Span- .8.50 -Lu- - 2,00 It -L-eft Cantilever - ft Ls- raw It • -Right Cantilever ft tu- 400 ft Southern Pine, No.22-4 Thick, 42 Wid FbEaseAllow 9750 psi Fv Allow ae-0. psi :Fo.Allow -5654 psi .1-,000.4•1csi .-RepatitiveMember 20.004/ft • -tt. gift - ft/ft • 1.1.: -##ft Ift I Span= 8.5311, Beam Width = 1-.500in x Depth = 11_251n, Ends-are Pin,Pin Max Stress Ratio. 0.254 Maximum Moment ffewable.. Max -Positive Moment Max.. Negative Moment Max a Left Support • Mar@ Riltit Support 'MM allow fti 284.71-psi Fb 1,100:1-pst • 0.7 it-4t 0,70k-ft at 4.250 It - 0.00 k-ft at 0.000 ft 0.00k-ft • -0,00k-ft 200 Reactions... fv _ 22.09 -psi- •.taft171. Fv -M100 psi 1%fitlX. Maximum-Shear *_1„5 -Allowable -Shear: Camber 11:104c - 17.-tcrk @left Right ateft- O.:Center fk-Mtibt Mek Max CI; 11-4 tifk C133-/c 0,000. in ,4.015 in_ 0.1300 0231c 3A Deflections CenterSparc.. Deliectiorr ...Locatiorr ....Lerigth/Deft - Dead Load- -0.010 in • - 4.25G ft 10;311.3-- Tolati_Oad teft-Cantftevem. 4032 in • Deflection 4.250ft ...-Length/Defl 3,190 "99- RightCarditever... Deflection ...Length/Defl Deacithati Toted oait _ IXO •0.0919 in 0.0 • 11,000. in 0.0 I FORM 600A -97 ....P:ofect Name: A<adress: City, State: Owner: Climate Zone: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A FAZIO RESIDENCE Builder: 46 NE 96TH STREET Permitting Office: MIAMI MAW, FL Permit Number: Jur!sdiobon Number. 231000 South . New &Instruction oP existing Addition 2. Single family or mold-family Slagle family 3, Nu eburofunk . ifmu1e..f ajY 4. Number slf Redroostts I 5, !alibis a wont entle? 6. Condi& and floor area (R`} 221 11° 7, Glass arra a$. type a. Ciear . si gle pane 18.01t' b. Clea:- delepazte 0.0 ft' c. 'i'iat/other SC/i*Ki1C - sitlgio pane 0.0 FP d. The/other "C/SNOC - double pats 0.0 f!° 8. Row typos a. Slab -M.0g tide Edge insolation 62.010) It b. WA c. NIA Wall types a. Cdnon.'tr, let Dui. Easterior Cuz&csut', let ' zraal, Adiaeeat e. •' i i. d. N/A e N/A i tit [:tiling: ypcs is Under aattk • b. N/A c. NIA II. Ducts a. N/A b. N/A 103.2, 276.0 fir — R•32, 276.01a R -14,0, 221.0 ft; r; GlassiFloor Aral: 0.08 12. Ccoling eystczxr a. PTAC and Rosin Unit Cap: 8.6 k&a4zr EER: 1000 b. N/A c.N/.4 13. Mating sYstesis to N1.4 b. N/A o. N/A 14. 13ot water systems a. F.lectr/e Waimea b. NIA c. Cae+tka tttion credits (flit lien recoesey, Solar D1*P -Dodia nod lot* paw) IS, irsi'AC codas (CF- Cenittg fan, CV-Cross ventilation, ii•W?,ole house fan, PT-Progparnmeble REL.Attiontifiant brinier, 1010.C4lialtizosne opolbm M- H.Muirilona ) Total as -built points: 4709.20�� Total base points: 4915.40 I hereby certify by this ealtualati Energy Code. PREP DATE: covered 1 I hereby certify mat this btlllding, as Wigned, is In corm:tance with the Florida Energy Code. OWNER/AGENT: DATE: Cep: 50.0 gallons _ l:F; 0.8* Review of the plebs and specifications covered by this calculation Indicates oomplianx with the Florida Energy Code. Before construction Is completed this building will be Inspected for compliance with Section 563.908 Florida Statutes. BUILDING OFFICIAL: DATE: EneravGauom (Version: FLRCNA -20 01 Summary Energy Code Results Residential Whole Building Performance Method A 45 NE caTi4 STREET Mme, fl. FAZIO RESIDENCE Class 3 Rating Racist-elm No. 0 Climate: :Soot 313012002 Summer: Winter: Hot Water: Total: Base 6274 points 286 points 2086 points 8 points Building Loads As -Built Summer: Winter: Hot Water: Total: 5490 points 468 points 2086 points 8043 points Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 2233 points 312 points 2370 points 4915 points Cooling: Heating: Hot Water: Total: 1872 points 468 points 2369 points 4709 points PASS e- Ratio: 0.96 arn: F CNA-2001 r'P ENERGY PERFORMANCE LEVEL (EPL) DISPLAY C ESTIMATED ENERGY PERFORMANCE SCORE* 60 115.5 The Mgber the seers, the *ore efici.nt the haw. New cesetivation of ewe 2. Stogie badly at awiti -5 y 3. N,onber of oohs, iftaettl•tlndty 4. Ni rnber of Bedrooms 5. Is thla a wane case? 6. Ceadidassd &karat on 7. ens tree /typo a. Char • noglepeme b. pear • double panic e. Tie lemer SCrsa(OC- tide pane d. TOM(. SGSROC - double paoe S. Floor types a Sish•Orrenele Edge lembeico b. N/A a. WA 4. Wa11 typos a. Console. tat lose. Barbs b. C'aocscOk ht lewd. A4aowe C. N/A d. N/A a N/A 10. Ceiliea typo a Wet Attie b. WA a WA I I. :aueaa a. N/A S. N/A , 45 NE NTH STREET, MIAMI, FL, SW* foully 1 No 1a0IP 0.0 ft* 0.0 t;' 0.0 ft* 1011.0, 62.0(p) It woke 276.0 lt' *63.2. 276.0 f* 12. Coo a, PTAC and Ream unit b. N/A a N/A 13. Naming vistas* a. NIA b. N/A c. N/A Cap:6.6kBtu/br _ EEk 10.00 Mew 14. luau warm systems a. Eget& Itoistance Cap: 50.0 gai1ous -. %F: oast b. N/A as ( i1.sat tecovsty. Saler _.. IMF' best ) 1t+�1l0, 221,0 !1= If. IfYAC oaks ... (CF•Cal&g ha. CV•Croea aced 23F-Whole haw tae. e Il — Atlietad.ntbwt* hates) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through ough the above energy satins features wkith will' be installed (or exneedad) in this horns before anal faapeation. Otherwise, a new EPA. Display Cad will be completed based eft installed Code compliant features. Builder Signature: Date Address of New Haste: City/FL Zip: *NOTE; The Funnies estimated energy perjormanee ,more is only available throrigh the NZA/REtS computer pmgra►r This Is nal a Baikling Exerts Rating Ow is ) cirgraatctt Or 86 jar a L PAJDOE ERaAySrur1i destg eatronj, your home may 4rrul ' fore taw *Amoy mortgage (WO litonstives tfyou obtain a Florida Energy Gaffe Ram Contact the £am ' Garde Hotline at 407/638.1492 or see the Energy Gauge web site atwww, foes ucj'edu for irg2rrstdtton and a trot decertified Raters. Far trionnation about Florida's Energy Efficient-1 Code For Building Corratnaston, COMM the Department fCommunity Affairs 1151/487 -1524 Ener v(i.ttaa2 (Version: PtRCNA•200) FORM 600A -97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florid. Department of Community Affairs Residential Whole Building Performance Method A Pled Name: FAZIO RESIDENCE Aodrests: City. abide; ;.?caner!. Climate tone: 46 NE ll6TH STREET WWI, FL South I . New xw*uction or existing 2. Single family or molts -Asmiy 3. Numb.n °t ante, If multi- family 4. Number of Bedrooms 5. Is this L woo ogee? 6. Crnldltiaazd floor area (0.+) 7. Glass art 9 & type a. C.iear • ei:. ;le pane h. Clear - dtwble pane 0. Mut/other 4C/SHGC - amgtc pane d. lien/other ^C/SHOC • double pane 8. Floortypee a. Slab-On-GI Rdge Inmletioa b. NA c. N/A Walt type a. Confute, dot lanai, Exterior b. Gmtcteir, bit "val. Adjacent d.' N/A e N/A 10 Ceiling ; ypcs a. Under attic b. N/A c. NIA 11. Ducts a. N/A b. N/A L l— f....� Glass/Floor Builder Perrnittng Office: MIAMI Permit Number. Jur!sdlction Number. 231000 Addition Single fismfly . . 1 No 221 ft° ILO ft° 0.0 f' 0.0 ft' 0.0 f1° 1 0.0.62.0191 n — /A-3.2, 276.0r tt�3 2, V6.0 5a — 1049.0,221.0W : 12. Cooling iy a. ?'i'AC and Room Unit b. N/A c. N/A 13. Heeling swans a. WA b. N/A o. NtA 14. Hot water systems a. Electric Rcsi b. WA c. ConeerradOn media (flit Beat reootey, Solar DM-Dedicated beat pump) 15. H@AC credits ME-0011iugfen, CV.Crues vtntitatien, 1 Whole hours fan, PT-Programmable 911 -Attic rant barrier, -C 34241 beritlzotse Total as -built points: 4709.20 Total base points; 4916.40 1 hereby codify `tau plan by this calculation are in Energy Code. PREPARED B DATE:, i hereby certify t net ; is building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: I PASS Cop: 8.6 lato/br EER:10./►p — Cap: 50.0 gallons 17; 0,81 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Cods. Before consduction is completed this building wilt be inspected for compliance vlrlth Section 563.808 Florida Statutes. BUILDING OFFICIAL: DATE: EnerovGeuoeM (Version: FLRCNA -2001 Summary Energy Code Results Residential Whole Building Performance Method A 46 NE 56Th STREET MIA FL FAZtO RE81 ENCE Class 3 Rating Regiat'aticto No. 0 Climate: 6011th 3/30/2002 Building Loads Summer: Base As -Built Winter: Hot Water: Total: 6274 points 286 points 2086 points 8646 points Summer: Winter: Hot Water: Total: 5490 points 468 points 2086 points 8043 points Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 2233 points 312 points 2370 points 4916 points Cooling: Heating: Hot Water: Total: 1872 points 468 points 2369 points 4709 points PASS e- Ratio: 0.96 Enoro+C3a oe*Vor : F1.RCNA •2001 s ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* ./ $54 The Whet the ewe, the more efficient the home. 1. New caaaavataa or attlades 2. Staide Soft ottndti•t y a. Number of gaits, i€ta •has16, 4. Number otMadtaoma $. is this a worst case? 6. Captained flaws= ( ! 7. suet area type s. Chat' • singtapma b. Clear • dam peat a. Tiatkabat paw d Itratlatbar WPM 4C - doubts pane S. Floortypee a t3tes Edge kattlatitra b` WA a. N/A 9. Wasll/ypaa Cot C *. let Iii. b, Cansattak fat heat, a N/A d NIA a NIA 10. Calling types L Wet Adio b. WA a. WA 11. Duda a. NIA b. NIA , 45 NE SISTN STREET, MIME, Pi.. Adtitlos 12. Cboli gsyetamc Sank mss' .•.. 1 1 ,,,, b. NA No — 22 t itca c. N/A 18.0 W _ 13. Heafla$ a truths 0.0 lip ,_ u. NIA ao r — 0.0 b. 61/A a. P A.C: a d Roan unit R•0.0, 62.0(.) ft c. N/A R=424276.0 ftt 11+3.2.276.6 ft' It 19.0, ZtIA A' ... 14. lief wades moos a. Bic ltesialaaae b. N/A a. Conatow6aa audio (Hat heat zaaomsry, Solar 111114Dadiestial beat IMP) 15. IIYAC credo (CF -Cenkt CV.Cross vcalilatteaa, 'UP- -Whola boat. tiara, h7 Rhi- Atllarsdiate terabit. 64Z- C-Multizoae totaling, WiZabfakizone beating) I aatialry that Ibis home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will he Metalled (or exaetedud) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based eta instalkd Code compliant features. Builder Signature: late: Address of New Home: t 1ty/PL Zip: cap: 8.6 kites/ r •,_ Era: 10.90 _ Cap:50.0 pilots — 'NOTE: The hratte's matted esagy performance score is only available through the FL IRE computer program This is ttgt a Badding Energy Rating if'yoar seoie is 80 or greater (or 86 jar a LS EPAJDO, EnagvStara''d uuiou), your home may quaf for energy telef eey mortgage (MO was ityoat obwat a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 4074538 -1492 or see the Energy Gauge web site at www. flea urf'edu f©r alttraresion and a list ctjcertfited Rom. For Ggb wsarton about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunuy 49hfrs rat 850/487- -1824 BnerrvGeuaem (Version: FLRCNA•2001 FORM 800A-97 Plect Marne: Audress: Oity , e. Stat • • ',..)wner: • Climate Lone: Spam FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Rork,* Department of Community Affairs Residential Whole Building Performance Method A FAZIO RESIDENCE Builder 46 NE 96TH STREET Permitting Office: MIAMI MIAMI FL F'entlit Number Jurisdiction Number 231000 i. Ness usestruction or existing 2. Siegl,. foxily or caold-family 3, Nurnb..anfttabi, if raulti-fataSy 4. Nuntber re Bedrooms 5. Is this t met awe? S. Canditioced flow area (its) 1. Glass art 3 & type a. Clear • si gle pane b. Cie*. dtvible pact c. Met/otter SC/5141C - single paw d. Tint/other *V-ISHCIC - doable pane $, Roar type* a. Slab-On-0 side Edge Lneaietion b. N.'A 9. Well typos ettatittgA', int Zuni, E.xtecier b, Catwalk-, int us:1, A4%cent c. d. 'N/A s N/A 10 Ceiling :ypcs Under fisie b. N/A c. NiA 11. Ducts a. N/A b. N/A L Glass/Floor Area 0.08 Aii911610 hereby certify that by this calcuiatiori Energy Code. PREPARE DATE: Addition Single finfly 221 it® 1$.O *l 0.0 IP 0.0 114 0.0 ft Ris0.0. 62.0(p) R-3.2, 276.05* R..3.2, 276.0 r Rav19.0 221.0 5* 12. Cooling system a. rfAC and Room Unit b. NIA c. N1 13. *al* sYsenis a. 1414 b. N/A a NIA 14. Hot water system a. Eleatic Resistance b. NIA c. Conservation orodies (14S-Heat tecovery, Solar 1314P-Drot1catral Nat mg) IS. 15VAC credits (CF-Cciiing fan. CV-Cicas ventlistien. HP-Whole house fan, PT-Programmable Therincetat., 1-Attic ratherit barrier, isfal•C-64altizone cooling. Ive$11-Multiacca holdet Total as-buift points: 4709.20 Total base points: 4916.40 PASS Cap: 13.61ditaihr EER: Cap; 50.0 gall* 0,611 covered 1 Review of the plans arid Florida specifications covered by this calculation indicates compliance with the Florida Energy Cods. Before construction is competed this building voill be inspected for compliance with Section 563.906 Florida Statutes BUILDING OFFICIAL,: — DATE: 1 hereby certify flat 04 building, as Compliance with the Florida Energy Code. OWNERIAGENT: DATE: EneravGauoee Nersion: FIRMA-2001 Summary Energy Code Results Residential Whole Building Performance Method A 45 NE 95tH STREET MiAMf Ft F ZtO RESIDENCE Class 3 R.iOnr, Repast *atlrn NA 0 Climate: SVIA'o 31302002 Building Loads Base Summer: 6274 points Winter: 286 points Hot Water: 2086 points Total: 8646 points As -Built Summer: 5490 points Winter: 468 points Hot Water: 2086 points Total: 8043 points Energy Use Base Cooling: 2233 points Heating: 312 points Hot Water: 2370 points Total: 4915 points As -Built Cooling: Heating: Hot Water: Total: 1872 points 468 points 2369 points 4709 points PASS e- Ratio: 0.96 En.ravGlauee.W ri in: FLRCNA -200) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCOW • 54.5 The b$Sber the score, the more efficient the hatne. I. Ncw se cc se cldsdna 2. Slagle really se ztutata- family 3. Number of oohs, ifmWtkiaai4 4. Numbaofaedroome S. le this a worst cave? Cooditioaad fioors:ea ill') 7. Manama I type a. Clan singlet/ea b. dear • double pear a T4tioneescIs3;OC « single pate d Tau/mbar SCISHOC - double pane S. Floor typos a. Si b.0043nde fie kaniation b. N/A a WA 9 Wall type a. Comae. Td insri. Exterior b. Cements. he bard. Adjacent o. NIA 4. WA a WA 10. Canoe types a. Hader Adie b. WA a. WA 11. Alas a. N/A b. NIA 45 NE farrtri STREET. MIAMI, Ft., Addit100 Soak family .... 1 1 No 221 its 111.0 n.' 0.01P 0.0 a' 0.00' 1000.0, 62.0(p) tt Z3.2, 276.00' 276.0 f' 12. Coolingsyatnma a. Pr AC and Room Veit b. N/A e N/A 13. I eyelets: a. WA b. WA e. N/A 14. Hot water sytona a. Mattis hasiestose Cap: 50.0 *me , EF: 0,8$ Cep: S.6 k$aVbr . — EEL 10.00 Moor b. N/A Cassaweita stadia (21* Heat toaovery, Soler 126114,Dediadad heat ) I•19.0, 221.0 A' 15. HYAC aedita (CF•CeWag Sm, CVO eeadle , HF -Wboka borne he, 1Mf _. *h- Attiendiaet bather, MZ C- 1ekbizaneaooling„ MZ41 uhizo ebesing) I Cort* that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be *galled (or exceeded) in this home before final inspection. Otherwise, a new FAQ. Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Hone: may, Zip; ' NOTE: The hwnes estleeaeed etrrrgy pas forma a score is only available through the FLA'RES crmtp This is nolo Budding Energy Rating r a er score is 80 crg redder far 86 for a LSEPAIDOR E & ra`d tignario,), yew hone* may quallfrfier energy 41eiettty mortgage (ER* inetettives Wyatt obtain a Merida Energy Gasege Ratting Cara= the Energy Gouge Rath* at 407/6.18-1 492 or seethe o�6r+rtartont and a flat Snow �e web site atwww fail ucjedtt for recertified Raters. For tt nrntaetort about Florida's Energy Mk/ono Cods For Standing Construction. contact the Department of Cemmvnuy Afflt/re at 830/487- -1824 Eeeravtieuaci Wanton: FLRCNA•2001 Residcsttlal Cooling and Heating Load Calculations Based on ASHRAR 1997 Handbook of Fuadasnantab cbapta 27 eagrgSAVELM Consulting Engines/3,1m JOB Name: Palo Residence 8380 NW 189 Tenses Went takes P ojeot No.: 120501 Ft 93016. Tet(345) 8234206 File No.: 1205 Date: 03f33;al Lint/ Area served /4/0.1 (ROOM .41k CONDITIONIGR) Calculated by A.M. Checked by: R.G. ITEM SOLAR SHADE T. AREA =Mt ITEM LET U T. AREA f{4 N, Glass 37 x x 0 = 0 N. Wall 14 x 623 x 0 - 0,3 NE. (acs 0 x x - 0 NE. Wall 0 x x 0 - 0.0 E. Chace 91 x x 0 = 0 B. Wall 24 x 0.23 x 0 = 0.0 SE, Glass 0 x x a 0 SE. Wall 0 x x 0 = 0.0 S. Glass 56 x x 18 = 1008 5. Wall 17 x 0.23 x 114 = 445.7 SW. Glass 0 x x �. 0 SW. Wall 0 x x 0 m 0.0 W. Glass 91 x x 0 = 0 W. Wall 24 x 0.23 x 180 = 993.6 NW. Glass 0 x x 0 NW. Wall 0 x x 0 3 0.0 Hor. Glass x x = 0 Knee wall x x •- 0.0 T. Glass area 1$ Subtotal 1008 T. Wall Area= 294 Subtotal = 1439 Mt AT U T. AREA ,.Tuna um ETU/Unit TOTAL iiniaiR Partition 13 x 0.23 x 294 my 879.1 People 230 x 2 - 460 Roof 48 x 0.05 x 221 ft, 530.4 Kitchen 1200 x 0 = 0 Floor 13 x 0 x 321 0.0 InfilJVent. = 1.1xQxDT 14.144 x 16.5 = 233.4 Ceiling x x = 0.0 Miscellaneous - 1200.0 Subtotal = 1409 Subtotal = 1893 TOTAL SENS. GTH=TOT. SENS. x 13 = 5750.18 Btw'Hr = 7475.23 Btuair HEAT LOSS ITEM T. AREA AT U 1111[: Walls 294 x 27 x 0.23 m 1825.7 Roof 221 x 27 x 0.05 = 298,4 Floor 221 x 27 x 0 ffi 0.0 Glass 18 x 27 x 1.1 ffi 534.6 ventilation= 1.ixl3+txr,Q 1.I x 21 x 14.144 = 420.1 Partition 294 x 27 x 0.23 = 1825.7 TOTAL 4904.5 Btalbt 1(W 1.4 Kw Q =ARCH.xVOLJ60'' 0.48 x 1768 / 60 14.144 Area AJC= 221 Sq. ft, Volume A/C= 221 x 8 = 1768 Cu. it. TONS 0.6 USE = 0.71 Tons Cfm 220 Sq.Ft tT = 3113 CFM/sq.ft = 1.0 Residential Cooling and Healing Load Calculations Bawd an ASHRAS 1997 HeMboolc of Ituadasaaniaa Chanty/17 egrareASAti Consult:0g engineersano. JOB Name: Fazio Residence sta80 N. W e99 Tenace Mafia Lakes Project No.: 120501 F1 WO. TeP.C305} aae4206 File Ne : 1205 Date: 03/3'•,Y1:'. nit/ Area served: A/Cri (ROOK AIR CONDITIONRR) Calculated by: ANL Checked by: R.C. lifig SOLAR SHADE T. AREA $ ►' AT U T. AREA _ tI N. Glass 37 x x 0 - 0 N. Wall 14 x 0:13 x U _ 0,0 0 NB. Wall 0 x x 0 0.0 B. lassss 0 x x - 0 B. Wall 24 x 0.23 x 0 = 0.0 E. Cifass 91 x x 0 � x 0 s 00 SE. Glass 0 x x 0 SE. Wall 0 x = 40..0 S. Glass 56 x x 18 = 1008 S. Wall 17 x 0.23 x 114 SW. Glass 0 x x A. 0 SW. Wall 0 x x 0 m 0.0 W. W. Wall 24 x 0.23 x 180 m 993.6 W. Glass 91 x x 0 �' 0 0 x x 0 p,0 NW. Glass 0 x x = 0 N. Waft 0.0 for. Glass x x 0 Knee wail x x 'F. Glass area = I* Subtotal = 10011 T. Will Area.. 294 Subtotal 1439 Mt AT U T. AREA An= Ught BTU/Unit TOTAL - OTU• Partition 13 x 0.23 x 294 .. 879.1 People 230 x 2 4150 Roof 48 x 0.05 x 221 = 530.4 Kitchen 1200 x 0 :: 0 Floor 13 x 0 x 221 - 0.0 lnfil.Nent. s 1. I xQxDT 14.144 x 16.5 = 233.4 Ceiling x x = 0.0 Miscellaneous - 1200.0 Subtotal ffi 1409 Subtotal = 1893 TOTAL SENS. 5750.1$ Btu/Fi G1ThTOT. SENS. x 1.3 7475.23' HEATS nevi T. AREA AT U nag Walls 294 x 27 x 0.23 = 1825.7 Roof 221 x 27 x 0.05 298,4 Flo41r 221 x 27 x 0 = 0.0 Glass 18 x 27 x 1.1 .. 534.6 ventustisn^. Lts erxQ. 1.2 x 27 x 14.144 -. 420.1 Partition 294 x 21 x 0.23 s 1825.7 TOTAL 4904.5 Sttl/ftr KW IA Kw Q =ARCH.WOL /60a 0.48 x 1768 / 60 = 14.144 Area A/C= 221 Sq. ft. Volume A/C= 221 x 8 1768 Cu. S. TONS 0.6 USE R 0.71 Cfm a 220 Sq. Pt./T = 311.3 C M /sq.f3 = 1.0 Tons