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541 NE 94 St (3)Permit No.____r_______ Application is hereby made for the approval structure herein described. This application is and all provisions of the Laws of the State of of Miami Shores Village shall be complied building during progress of work. t Owner's Name and Address Registered Architect and /or Engineer --t– Employing Electrician's Name 11 11 Location and Legal Description Street and Number where work is to be performed —No_ State work to be performed and purpose of building (By Floors) New Building Remodeling Service Overhead Size Feeders____ Conduit.___ —,:-- Main Sw.___________— Amps. Main Fuses___ Amps. Underground Type of Installation— Conduit Tubing _, B.X.L Metal Moulding Amount of Permit $ fin STATE OF FLORIDA, ss. COUNTY OF DADE. Before me, the undersigned authority, appeared -- -- _ - _- - - -- -- MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT of the detailed statement of the plans and specifications herewith submitted for the building or other made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division wtt whether herein specified or not. A copy of approved plans and specifications must be kept at t _ —_ ______ No Street 7 ck Addition lectrical Inspector. The undersigned applicant for this building permit ,oes hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being ection 5966, Compiled General Laws of Florida Permanent Supplement. and has com- plied with the provisions thereof, and will require simir compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause tobe posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to empiy only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. a notary public, duly authon.d to to me well known, and who, being by me first duly sworn. upon oath deposes and of the above described construction, that he has carefully read the therein by him stated are true. Date Street--------- -- -- -- - -- – Subdivision_ ___ Street_ Repairs__ ____ No. of Stories__ r 7 ste" Electrican. administer oaths and take acknowledgments, personally foregoing ap li that he is the on, and that he did sign the same, and that all facts -- My Commission Expires Itary Public. State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made net,,v by improper notice for inspection, or faulty materials and /or workmanship. SWITCH O UTLETS LIGHT O UTLETS PLUG E''P'T'S REC �f FIXTURES N O.LA 9 MPS REFRIG. OUTLET IRON OUTLE RANGE O UTLET RANGE CONN. WATER H EATER W. HEAT. CONN. SPACE H EATER STRIP H EATER TOTAL CONTR. b ice' 0 G l9 CHECK ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0-1 HP MOTORS 1 -3 HP N EON TRANS. RADIO TOTAL CONTR. LIST CHECK Permit No.____r_______ Application is hereby made for the approval structure herein described. This application is and all provisions of the Laws of the State of of Miami Shores Village shall be complied building during progress of work. t Owner's Name and Address Registered Architect and /or Engineer --t– Employing Electrician's Name 11 11 Location and Legal Description Street and Number where work is to be performed —No_ State work to be performed and purpose of building (By Floors) New Building Remodeling Service Overhead Size Feeders____ Conduit.___ —,:-- Main Sw.___________— Amps. Main Fuses___ Amps. Underground Type of Installation— Conduit Tubing _, B.X.L Metal Moulding Amount of Permit $ fin STATE OF FLORIDA, ss. COUNTY OF DADE. Before me, the undersigned authority, appeared -- -- _ - _- - - -- -- MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT of the detailed statement of the plans and specifications herewith submitted for the building or other made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division wtt whether herein specified or not. A copy of approved plans and specifications must be kept at t _ —_ ______ No Street 7 ck Addition lectrical Inspector. The undersigned applicant for this building permit ,oes hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being ection 5966, Compiled General Laws of Florida Permanent Supplement. and has com- plied with the provisions thereof, and will require simir compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause tobe posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to empiy only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. a notary public, duly authon.d to to me well known, and who, being by me first duly sworn. upon oath deposes and of the above described construction, that he has carefully read the therein by him stated are true. Date Street--------- -- -- -- - -- – Subdivision_ ___ Street_ Repairs__ ____ No. of Stories__ r 7 ste" Electrican. administer oaths and take acknowledgments, personally foregoing ap li that he is the on, and that he did sign the same, and that all facts -- My Commission Expires Itary Public. State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made net,,v by improper notice for inspection, or faulty materials and /or workmanship. Permit No MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT AP LICATION. ELECTRICAL PERMIT DateL '`" Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address Registered Architect and /or Engipeer Employing Electrician's Name ____ ___�_ � %� _ � Street Location and Legal Description ______ Subdivision 9� , % . � Street and Number where work is to be performed —No Street State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Repairs Service Overhead Size Feeders Conduit. Underground Type of Installation— Conduit Tubing W B.X.L Metal Moulding Amount of Permit $ / (Signed) My Commission Expires No. �_L��____� Street_�� Main Sw._ — Amps. Main Fuses (Signed) Notary Public. State of Florida No. of Stories__________ Electrical Imspwtbr. The undersigned applicant for this building permit does hereby certify that he ∎'derstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub - contractors, on work to be performed under this permit. as are licensed by Miami Shores Village.' Master Electrican. Amps. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that be did sign the same, and that all facts therein by him stated are true. NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO.LAMPS REFRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CONTR. LIST AO "' V' �i�.,� CHECK ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0-1 HP MOTORS 1 -5 HP NEON TRANS. RADIO TOTAL CONTR. LIST CHECK Permit No MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT AP LICATION. ELECTRICAL PERMIT DateL '`" Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address Registered Architect and /or Engipeer Employing Electrician's Name ____ ___�_ � %� _ � Street Location and Legal Description ______ Subdivision 9� , % . � Street and Number where work is to be performed —No Street State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Repairs Service Overhead Size Feeders Conduit. Underground Type of Installation— Conduit Tubing W B.X.L Metal Moulding Amount of Permit $ / (Signed) My Commission Expires No. �_L��____� Street_�� Main Sw._ — Amps. Main Fuses (Signed) Notary Public. State of Florida No. of Stories__________ Electrical Imspwtbr. The undersigned applicant for this building permit does hereby certify that he ∎'derstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub - contractors, on work to be performed under this permit. as are licensed by Miami Shores Village.' Master Electrican. Amps. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that be did sign the same, and that all facts therein by him stated are true. NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Permit No. . . Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliant and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address Registered Architect and /or Engineer Employing Electrician's Name Brothers Elect. Corp. Location and Legal Description Lot Block Subdivision Street and Number where work is to be performed —No State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Overhead Site Feeders... ... Conduit. Underground "" "° "' Type 4 4 I allation— Conduit. ...T.:b. ,g. Amount of Permit $....... ..i STATE OP FLORILA, COUNTY OF DADE. SS. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Main Sw No dr/ Street. f/.....(S✓ No 1387 Repairs.... No. of Stories .B.X L . ....Metal Moulding. (Signed). ... . The undersigned '.pplicant ;or this building permit doe:: hereby certify that he understands and t. labor under the :lorida Workmen's Compensation Act, being Section 5966, Compiled General Laws has complied with the provisions thereof, and will require similar compliance from all contractors or work to be performed under this permit; and will post or cause to be posted for inspection on the site as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to licensed by Miam•: Shores Village. (Signed). Date 1/4,/Q Street Street N.W.54th.St. !:J i Amps Main ?'uses... Amps ‘2 ....f0.. el Elr.ctr:.al Inspector ccepts his obligations as an employer of of Florida Permanent Supplement anJ sub - contractors employed by him in the of the work such public notice or notices be performed under this permit, as a e Master Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described constru:tion, a_.d he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RECE•P'T'S FIXTURES NO. LAMPS REFRIG. OUTLT: IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. H'1.r T. CONN. SPACC HE'.. ER STRIP HEATEn TOTAL CONTR LIST CHUCK ENT. SW. DIST. CAB. "Er'V:CE T.Z. P. SERVICE PERM. 11 OTOY'f; 0.1 HP :C OTORS 1.5 HP NEON TRANC. RADIO TOTAL CON.R. LILT ' / CHECK Permit No. . . Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliant and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address Registered Architect and /or Engineer Employing Electrician's Name Brothers Elect. Corp. Location and Legal Description Lot Block Subdivision Street and Number where work is to be performed —No State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Overhead Site Feeders... ... Conduit. Underground "" "° "' Type 4 4 I allation— Conduit. ...T.:b. ,g. Amount of Permit $....... ..i STATE OP FLORILA, COUNTY OF DADE. SS. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Main Sw No dr/ Street. f/.....(S✓ No 1387 Repairs.... No. of Stories .B.X L . ....Metal Moulding. (Signed). ... . The undersigned '.pplicant ;or this building permit doe:: hereby certify that he understands and t. labor under the :lorida Workmen's Compensation Act, being Section 5966, Compiled General Laws has complied with the provisions thereof, and will require similar compliance from all contractors or work to be performed under this permit; and will post or cause to be posted for inspection on the site as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to licensed by Miam•: Shores Village. (Signed). Date 1/4,/Q Street Street N.W.54th.St. !:J i Amps Main ?'uses... Amps ‘2 ....f0.. el Elr.ctr:.al Inspector ccepts his obligations as an employer of of Florida Permanent Supplement anJ sub - contractors employed by him in the of the work such public notice or notices be performed under this permit, as a e Master Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described constru:tion, a_.d he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Date 7 I I - 9 k Job Address ( /J .G . Pal S i Tax Folio / ? ) Q . _ . 0 6 ) 0 1 405c7D Legal Description LD LL - r 1 / - BLOCK o 6 J ua - Di U ( c ) L t - rr ontak-las er / Lessee / Tenant 't Q Gt . Master Permit # !/6a77 Owner's Address 91 /Le -'1 Lt ET i MOM IIOM t 4w eS a 7> 1 X11 -m4o Contracting Co. 0 i‘Ce_Ct_Pr) , ,Dnc '1 , akisi 1.1, - Pjd)Th • Qualifier 6 i U tD CLI tr6 fl trl- bC4 ) Architect /Engineer Bonding Company Mortgagor Permit Type(circle one): WORK DESCRIPTION ll�l� ,Q i2Q lC a iTrE s (q) Square Ft. Signa Date: APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE solkeibb Oa of owner an'!f /or Condo President Notary as to Owner and /or C@PIAtt My Commission Expires: DEBORAHC'CARABALLO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC555154 MY COMMISSION EXP. MAY 15, 2000 ** * * * * * * * FEES: PERMIT t{O. OO RADON C.C.F. /_ C® Fire Zoning Buildin Mechanical Plumbing_ Address Li) Th ST. Address Address ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN Estimated Cost(value) i 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 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 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and at all work will be don- 'n compliance with all applicable laws regulating construction a d zon Furthermore, I autho• the abov j am-; co tractor to do the work stated. Signature Owner- Builder Date: Notary as to Contractor or Owner- Builder My Commission Expires: OFFICIALNOTARYSEAL DEBORAH CCARABALLO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC555154 * * * * * MW COMMISSION EXP. M*IY 15, 2000** NOTARY TOTAL DUE Woo Other Electrical Engineering_ Date: Dear City Official, We are the Dade County Notice of Acceptance holder for the following products: "A.C.C.A." Aluminum Accordion Type Shutter under number 94- 1201.06. Extruded Aluminum Roll -up Shutter under number 94- 0818.05. Extruded Aluminum Storm Panels under number 94- 0802.05. 18 ga. Galvanized Steel Storm Panels under number 95- 0120.02. Aluminum Hinged Colonial Shutter under number 95- 090$.04. This letter authorizes Emilio Cuzan to use any of the following: Sincerely, rolladent 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form u t. i C� DC) h . E . 0-OE . s . 3g "A.C.C.A." Aluminum Accordion Type Shutter under number 94- 1201.06. Extruded Aluminum Roll -up Shutter under number 94- 0818.05. Extruded Aluminum Storm Panels under number 94- 0802.05. 18 ga. Galvanized Steel Storm Panels under number 95- 0120.02. Aluminum Hinged Colonial Shutter under number 95- 0908.04. at the following job: Job Owner's Name: el - EW-( • y'A Job Address: a. E. QLT si. }n ( sttoizEs cc. Hallandale: (305) 454 -4114 Dade: (305) 757 -8591 Broward: (305) 525 -3466 Palm Beach: (407) 686 -6277 Fax: (305) 454 -1577 j2olladen, Inc. . ACCEPTANCE NO.: 94- 1230.03 APPROVED . QM. 0 6 1995 -2a- EXPIRES Sept. 12. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; and fastened at the bottom using 1/4" studs w/ washered wingnut spaced at 6 1/4" o.c., to the 2" x 2" x .125" studded aluminum angle, which is fastened, using 1/4 " -20 x 1/2" machine bolts w/ nuts spaced at 9 1/2" o.c., and 6" o.c., above 115 psf to another 2" x 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; end caps consisting of 3" x 2" .125 ", 2' x 2" x .125" or 1" x 2" x .125" aluminum angles shall be installed at the sides to cover the gaps between wall and panels, as indicated on the Drawing No. 94 -51, Sheet 2 of 4, Section B -B, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are captured at the top into the ceiling mount "U" shape header which is anchored to the inside of the opening, and fastened at the sill, using 1/4" studs w/ washered wingnut spaced at 6 1/4" o.Z7, the 2" x 2" x .125" continuous studded aluminum angle, which is anchored to a concrete slab or bulkhead, as shown on Drawing No. 94 -51, Sheet 2 of 4, Section C -C, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 4.2 Anchorage of the aluminum header and angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of Drawings No. 94 -51, Sheets 1, 2, 3 and 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to mect the pressure requirement of the opening in which it is to be installed. 6.3 This revision supersedes Notice of Acceptance No. 94- 080105 dated Sept ;12, 1994. Man 1 Perez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 145" PANEL) SATISFACTORY HETI- 95-430 Max. 5.50" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 131" PANEL) SATISFACTORY HETI- 94 -367i Max. 3.70" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (39" X 96.5" PANEL) SATISFACTORY HETI -94 -146 Max. 2.25" CYCLIC WIND PRESSURE TEST +68 PSF +52 PSF _ HETI -94 -146 SFBC PA 203 -94 - POSITIVE x 96.5" PANEL) HETI -94 -146 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 - NEGATIVE (39" x 96.5" PANEL) -91 PSF HETI -94 -146 -70 PSF HETI -94 -146 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (40" x 97" PANEL) +168.00 PSF HETI -94 -338 +1 12 PSF HETI -94 -338 © Design 1.129" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (40" x 97" PANEL) -326 PSF HETI -94 -338 -217 PSF HETI -94 -338 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (39" X 96.5" PANEL) +79 PSF HETI -94 -144 +52.7 PSF HETI -94 -144 @ Design .6" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (39" X 96.5" PANEL) -105 PSF HETI -94 -144 -70 PSF HETI -94 -144 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (39 3/8 "X108" PANEL) +195 PSF HETI -94 -367 +130 PSF HETI -94 -367 © Design 1.77" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEG. (39 3/8 "X 108" PANEL) -237 PSF HETI -94 -367 -158 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (50" X 131" PANEL) -131 PSF HETI -94 -367 -87 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (97" X 170" PANEL) -60 PSF HETI -94 -367 -40 PSF HETI -94 -367 DESIGN PRESSURE RATING See "Panel Performance Chart" on Dwg. No. 94 -51 Sheet 1 o 4. Rolladen, Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED : rJUL 0 6 1995 EXPIRES Sept. 12. 1997 NOTICE OF_ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: - Man •el Perez, P.E. Plans Examiner II Product Control Division Rolladen, Inc. ACCEPTANCE NO.: 94 - 1230,03 APPROVED : I JUL 0 6 1995 EXPIRES Sept. 12. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 145" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI -95 -430, dated March 15, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 131" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI- 94 -367i, dated December 1, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test, per PA 201 -94 and PA 203 -94, of extruded aluminum storm panels, Samples I, II and IV, (39" x 96.5 ") and Sample III (39" x 91 ") prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -146, dated June 14, 1994, signed and sealed by Arshad Viqar, P.E. 8.1.4 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (40" x 97 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -338, dated October 14, signed & sealed by Hector M. Medina, P.E. 8.1.5 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (39" x 96.5 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -144, dated June 13, 1994, signed & sealed by Arshad Vigar, P.E. 8.1.6 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, Sample I, (39 3/8" x 108 "); Sample II, (50" x 131"); and Sample III (97" x 170 "); prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -367, dated November 9, 1994, signed & sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -51, Rolladen, Inc., aluminum storm panels, Sheets 1 thru 4 of 4, prepared by AI- Farooq Corp. dated 07/07/94, with Revision No. D dated 04/04/95, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Certified Inspection Report from mill, prepared by the William L. Bonnell Co., dated 7/18/94 for aluminum alloy 6063 -T6. 8.3.2 Certified Tensile Test Report No. HETI- 94 -T11 prepared by Hurricane Engineering & Testing Inc., dated July 29, 1994. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations , Pages DI, RI -R14, S1-S4, A1-A17, G1-G10 & API -AP 11, prepared by Al- Farooq Corp., dated 12/21/94, signed and sealed by Humayoun Farooq, P.E. Manuel Perez, P.E. Plans Examiner [[ Product Control Division - 2d - Rolladen. Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED : rJ111 0 6 1995 EXPIRES : Sept. 12. 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Manse( Perez, P.E. Plans Examiner [I Product Control Division TOTAL AMOUNT r 8 T (. 00 DEPOSIT h Min. Required) ( 1 L.o 0 . DUE C.O.D. Pay Installer r a2 D, 00 Installati estimated to begin to weeks from date in approxiimately C i of receipt of deposit. This you will be contacted to date. is only n estimated date and schedule the actual installation utter(s) to be Installed: Inside CJ Outside Rear Indicate by num counter clockwi © OMIT Front t Special Instructions: ' /V ROLLADEN INCORPORATED rolladen 6'44/viva `/ �rollade CUSTOMER NAME J'Asz 16 �i ' , JOB ADDRESS S BILLING ADDRESS VI/ ME, '1 $� 4 $ / � 0� 33/38 TELEPHONE S ?— OgYO PROPERTY OWNER OTHER PHONE 41 — 7 - 5 q 642.) 9f q— a 1(e f We propoge to furnish and install the following: Electrical hook -up included in this price?. YES fl NO l Surface Mount ❑ Recessed ❑ TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook -up is to be performed by Rolladen or its authorized sub - contractor, a maximum of ten percent (10 %) of the\ contract amount may be retained pending completion of same. FLOOR OF BUILDING : OWNER OF PROPERTY? YES Ot NO ❑ (If NO, fill in Owner's name and address Is "high- work" required? YES ❑ NO in space provided at top of form Products a to be inst e the premises situated in OH6 County, State of T (4 owned by Purchaser and described as: Lot + Block � Sub Division. /WAN( 4l( S E S sec, a (� 0 O al0 0 Pr CONTRACT TO ADD T ERMS ON REVERSE SIDE . "BUYERS RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash downpayment." EXECUTED IN SIX COP .f ONE COPY OF WHICH WAS D IVERED TO • ND RECEIPT IS HEREB ACKNOWLEDGED BY BU ER, THI DAY , 19 ( alesma (Pu aser . ign er ) ROL -4 (X) Accepted & Approved �� ORDER NO. A r 0- / l MAIN OFFICE (Purchaser Sign Here) Page ! of l Unit No. Prdt Slid . Door Win Entry • Door Room Opening Size Width Height Operation US Profile Color OIS Profile Color Frame for Manual Crank Motor Mtr /Or 1 � G Y 1 f ZN� CO ao X G Y + X M I tl.. Ie=1 N KEJ � lam. 2 lJ X 1' 'i c2o x 6 0 1( « I) '1 s x kA,RAr s qg X, x A r ' ti 4 X F Troam W x vo s- A A- Gl. k 76 5 6 . ti q - g o,,,AQte x 66 NOW: 1 F E.l,4.1J1 II,,gS Cl/J J DOYS 1: 8 �A 5r U)ACL(, J 1) 1i 'DO Fa- 6ua-130•-t,)+ s 1 0 0 0 .. fJo?� � I s rze ,�.t �� &t- (4 CL. N 6w ' [. M ) foi& F IN} 1�1 4PS from left to right from: No. 12 A1115")1.-4 Inside Outside — 1 Iota openings o be covered Filler Panel(s) to be located (multiple count as one). Units are numbered in section No. and utter(s) to be Installed: Inside CJ Outside Rear Indicate by num counter clockwi © OMIT Front t Special Instructions: ' /V ROLLADEN INCORPORATED rolladen 6'44/viva `/ �rollade CUSTOMER NAME J'Asz 16 �i ' , JOB ADDRESS S BILLING ADDRESS VI/ ME, '1 $� 4 $ / � 0� 33/38 TELEPHONE S ?— OgYO PROPERTY OWNER OTHER PHONE 41 — 7 - 5 q 642.) 9f q— a 1(e f We propoge to furnish and install the following: Electrical hook -up included in this price?. YES fl NO l Surface Mount ❑ Recessed ❑ TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook -up is to be performed by Rolladen or its authorized sub - contractor, a maximum of ten percent (10 %) of the\ contract amount may be retained pending completion of same. FLOOR OF BUILDING : OWNER OF PROPERTY? YES Ot NO ❑ (If NO, fill in Owner's name and address Is "high- work" required? YES ❑ NO in space provided at top of form Products a to be inst e the premises situated in OH6 County, State of T (4 owned by Purchaser and described as: Lot + Block � Sub Division. /WAN( 4l( S E S sec, a (� 0 O al0 0 Pr CONTRACT TO ADD T ERMS ON REVERSE SIDE . "BUYERS RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash downpayment." EXECUTED IN SIX COP .f ONE COPY OF WHICH WAS D IVERED TO • ND RECEIPT IS HEREB ACKNOWLEDGED BY BU ER, THI DAY , 19 ( alesma (Pu aser . ign er ) ROL -4 (X) Accepted & Approved �� ORDER NO. A r 0- / l MAIN OFFICE (Purchaser Sign Here) Page ! of l 60' ' sauu.sa. _./ Irdimmi HMI 2' 1 I H , i to -70 t . , . . - 270 A _z_ _ 5 8 _Z._ / , 5Z Z , . . , '60 ' , . / • . . I 1 1 I , [ I I I 3 . . I 1 le }r i 11 1 ' ' 11 . , * . , t . . , . I i • . • 4.i, 1 3 J . , . , . . • s,...._72....., , 1 fi_-_-. 17 , 1 . i --, , P 601i-S _0(1. r . _ _ : _1 -ri:).___F4a.)e , 1 _ s.. ____ _ _ ___ _ r ... 0 f J c. _hi . 2 0<, E . L- _ _ . -.. ___ _ — 1 trOP tErCOLI I OP COVE g_ 1 - I 1 i . ---..----.. • . . - . .. . -.. ._.. .. - - - ..- .-_ -.- .- -.. - _ . 1 - ---1— • . - 1 i - _ . _ _ _ _ ri q..ti _.,S.tiu. T:rt:e.,___. 14E1 ri r. q 1 _ . _ .. . . . . _. ._ _.. . _.. . . 1 i • 1 i i , , . 1 1 i __, A I is! 1 1 t I 1 1 1 ■ . . 1 _ 1 . • . . . • 60' c � METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale FL 33009 Your application for Product Approval of: Extruded Aluminum Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 94 -51, Sheets 1 thru 4 of 4. (For listing, see Section 8 oft /us Notice of Acceptance) has been - for acceptance by Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.:94- 1230.03 (Revises No.: 94- 0802.05) Expires:09 /12/97 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/06/95 Director Building Code Compliance Dept. Metropolitan Dade County Rolladen. Inc. ACCEPTANCE NO.: 94- 123003 APPROVED : I JUL 0 6 1995 EXPIRES Sept. 12. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION This approves an extruded aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -51, Sheets 1, 2, 3, and 4 of 4 using extruded aluminum alloy 6063 -T6, with a typical wall thickness of .068 ". 2.2 Panel consist of a single extrusion having an effective width of 6.250" and a total width of 7.684" and forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 5 x 2 x .125" angle, 2 x 2 x .125" angle. 2.4 . Tested specimen: Dimensions: 39" x 96.5 "; 40" x 97 "; 50" x 131 "; 39 -3/8" x 108 "; 97" x 170" 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 12' -0l" or 145 ", see "Panel Performance Chart" for Panel Span vs. Design Load on Sheet 1, to be installed only as outlined on Drawing No. 94 -51, Sheets 1, 2, 3, and 4. 3.2 Minimum separation to existing glass to protect varies according to panel length. 3.2.1 Panels 0- 96.5 ": 2 1/4" 3.2.2 Panels 96.5 " - 131 ": 3 3/4" 3.2.3 Panels 131" - 145 ": 5 1/2" 3.3 Maximum clearance between top of panel and inside of header shall he 1/4 ". 3.4 Special Requirement: None. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the top into the wall mount "h" shape header, anchored to the wall; and fastened at the bottom, using 1/4 " -20 studs w /wing nut and washer spaced at 6 1 /4 "o.c., to the 2" x 2" x .125" studded aluminum angle, .which is anchored to the wall, as shown on Drawing No. 94 -51, Sheet 2 of 4, Section A -A "Wall Mounts ", bearing the Dade County Product Control approval stamp. 4.1.2 i3uildout Mount The panels are captured at the top into the Ceiling Mount "U" shape Header which is attached with 1/4 " -20 x 1/2" machine bolts w /nuts spaced at 9 1/2 ", o.c., and 6" o.c 115 psf to a 2" x Man Perez P.E. Plans Examiner 11 Product Control Division CONTRACTOR '? Name 0ht)Y:. C-414 vA.`0 flptpc,c 5 • o f3A l i-tot4kS A c . MCI 5 License No. O a O c1O 3 225 Address 4 t? Q t..t.. w INIt t &Mk i f^L ?ft SI V5 Telephone 0 64 g 4sit Fax 06 (I5b Qualifier Name L CJCJ t 1 / — G-) PROPERTY OWNER Name Addres . , A' • er ` .� m l r��) c�WA. , - . FL, t 3 ,373? Home Telephone 38 5 7` 0 Q ( v Business Telephone NI Fax / 4 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other 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: 5 / N,.. 1 St Th - � 4I. Address Apt. Folio Number i) "3a h 6 b i L[ - c go L o t ) 9 Block .5�5 Subdivision) 5 Sets. a. PB / n PG t7 Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT H % i Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. t �, City State Zip D e s c r i p t i o n of Work re. p )c( c. e me n t © el b r Q 1 -e k Lc-Pi n i -e r c Y►r1 t Zoning Linear Feet Square Feet 1 4 ..; Units 5 Floors GG 1 4alue of Work I t ' 2 E Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT APPLICATION ENGINEER r t Name License No. Address Telephone Fax Page 2 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 (MDWASD) 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, 1" 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. STATE Signature of 0 er FLORIDA, Co, UNT / OF IAMI -DADE STATE 0 RIDA, COUNTY OF IAMI -DADE / Si nature of Contractor / Quali9er Print Name Sworn to and subscribed before me this J3 day ature of N SEAL: tary Public State of Florida O — p yOb A;�tl"�`L nY PL/ AptGELA IN g�CS.ER 1� �(i CpSist4srOl Mu"u`:,ER N am. a CC786695 � . •. � rao:vnsy �t.stn O � O . 5 Personally known "6 ' O0R 6du y c c i l I / Type of Identification Produced:F&D.. «/o� L i 0 I5 34° 0 is" Print Name Sworn to and subscribed before me this Signature of SEA blic - State of Florida �y1CA`ti�';�1L� BRIAN G KING NOTARY PUBLIC STATE OF FLO MMISSION NO. DD005293 MY CO .SST • • Er'. Px'B. 24,205 _ OR, Produced Identifica Personally known PERMIT APPLICATION Type of Identifica '.n Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot 'Ribs 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 MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet 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 Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 I OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State.DCA (Radon) Code Enforcement Fine Zoning Review SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official B ay' ❑ PROOF OF OWNERSHIP (Attach) ❑ FIRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ 60.00 $ / 0 (sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) 5,00 REVIEWED AND PREPARED BY: 1 D TE • • • PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ ‘6 k • ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com PERMIT APPLICATIION FOR MIAMI SHORES VILLAGE Date a lC, 99Job Address `D41 N .E_ c{ .+ Tax Folio Legal Description Historically Designated: Yes No >< Owner/Lessee / Tenant M .Mtc u I �E y.� i E . Master Permit # 41(111/ p Owner's Address 5 N.E. - 14 S-f- Phone Contracting Co. 3 - 2 1bA) S re t � n Q & f). Address t 3 I S5 IA 2 A- C_, 3� C / 1� • 'f, Qualifier Tr) (:Ee eol. jZ, a , . E L Phone JOf'ci r State # Z Municipal # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one) BUILD PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION l J,kc • 13 4 l u .44 i ,) v kt W k.,l) a t , Square Ft. Estimated Cost (value) .zQOd -- 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 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 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, 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 regulating construction and zoning. Furthermore, I authorize the above -named contractor to do e L stated. Notary as to Owner and/or My Commission Expires: OFFICIAL NOTARY SEAL DELL MARIE SPRINGER NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC770476 MY COMMISSION EXP. AUG. 25,2002 FEES: PERMIT qt) RADON APPROVED: Zoning Building Mechanical el m: 2 ,s'.s� C.C.F. � ol-C) NOTARY Plumbing Date Competency # ■ Si .: I. - of Co r■ : t or Owner La. otary as to Contract• . • My Commission E eves: Electrical Owner - Builder ke% DEBORAH JEANNE ROSSITER :` MY COMMISSION CC 584190 as EXPIRES: December 10, 2000 H Ins. Co. 3 R 1 :P Bonded Thm Nobly Pubic Una:w fEers Date Date BOND 7 TOTAL DUE V1' -f!VJ rrl,.y 1V -VJ 1.1.1 VV../ Jf.:VVVO January 27, 1999 Mr. Ken Pangborn Binnings Pan American 2805 N.E. I85 St. Miami, FL 33163 Re: PA8 Mullion; Renewal No. 99- 0114.01 PA8 Mullion w /steel; Renewal No. 99- 0114.02 Dear Mr. Pangborn: This is to inform you that the Notices of Proposed Action for the above referenced products under said renewal numbers have been issued and will be sent to the Building Code and Product Review Committee for their final review on January 29, 1999. We expect that their review will be completed within 20 days, at which time the Notice of Acceptance (NOA) will be issued. By means of this letter we are extending the expiration of the below listed NOAs from the original of February 1, 1999 expiration date to February 26, 1999 to cover the committees final review time. Please attach a copy of this letter to the existing NOA at time of permitting. 98- 0608.10 PA8 Mullion 96- 0102.01 PA8 Mullion w /stcel This letter expires February 26, 1999. We hope this addresses your concerns, should you require any further information on this matter please feel free to contact this office. Sincerely, Raul odriguez Product Control Supervisor cc Francisco J. Quintana, R. A., Director NOA file CAVL4...1 L U.'lAVL MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Ncw Expiration Date February 26, 1999 New Expiration Date February 26, 1999 11504500031P ROD UC7IPRODCN TL\PCLETTER\STATUS199Binn∎ngt PanAm01.doe Internet mail address: postmaster @buiidingcodeonline.com • Homepage: http : / /www.buildingcodeonline,com METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Binninj Pan American 2805 N.E. 185 St. Miami, Acceptance No.:95- 1114.02 Expires:02 /01/99 FL 33163 • CONDITIONS Approved:02 /01/96 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: PA - 8 (1 "x) Aluminum Mullion under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Constructikn, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. PAI- DET.DXF, Sheets 1 tkru 5 of 5. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida'Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails io meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodliguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL BUILDING CODE COMMITTEE This application JPrcduct Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County J3innings Pan American, ACCEPTANCE No.: 95- 1114.02 APPROVED FEB 0 1 1996 EXPIRES : FEB 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DtSCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Binnings Pan American Aluminum PA -8 (1"x) Mullions (Non - reinforced). To be used to support only windows with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extrudad aluminum rectangular tu'oe of 1/8" lateral, 0.17370. 158" front & 0.220" back wall thickness, with a tee shape protrusion in front creating a double groove to accommodate the win jow's perimeter frame flange. Tube dimensions are: 1 -1/8" x 3" (Part 08 -67), 1 -1/8" x 3 -1/2" (Part 08 -68), 1 -1/8" x 4" (Part 08 -70) and 1 -1/8" x 4 -1/2" (Part 08 -69) Tube material is aluminum alloy 6063 -T5. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: A side -by -side configuration, consisting of one 41" wide x 78- 13/16" high Series PA -14 Aluminum Single Hung Window and one Fixed Window of the same size mulled together. Overall dimensions: 6' 10" wide x 6' 6- 13/16" long overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be used only to support windows, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 78 ". 3.4 For Design Pressure Rating vs. Mullion length, see "lx Mull Performance Charts" for each mullion size (PA -8 -1.30 for 1" x 3" mullion, PA -8 -1.35 for 1" x 3 -1/2" mullion, PA -8 -1.40 for 1" x 4" mullion and PA -8 -1.45 for 1" x 4 -1/2 ") on Sheet 5 of 5, Drawing No. PAI- DET.XLS, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition and clip installation details, see "Anchoring Details" on Sheets 4 of 5, Drawing No. PAI- DET.IXF, bearing the Dade County Product Control approval stamp. 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. Man - Perez, P.E. P1 Product Control Division xaminer II J3innings Pan American ACCEPTANCE No.: 95- 1114.02 APPROVED FEB 0 1 1996 EXPIRES FEB 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INNTALLATION: 4.1 Vertical or Horizontal Applications: 4.1.1 Clip Angles to Masonry or Concrete Two 2" x 2" x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored (with wood block notched out) directly into concrete or to a concrete filled block with two 1/4" x 1- 1 /2 ",T4paon (two per angle clip, four per end), with a minimum embedment of 1 -1/4 ", spaced 1 -1/4" apart minimum, as shown on Section "Clip Installation ", Drawing No. PA1- DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control 'approval stamp. 4.1.2 Clip Angles to Wood Two 2" x 2" x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullion,(totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored to a 2x wood buck using two #14 WS x 1 -1/2" embed (7 diam.) (2 per angle clip, four per end), (Note: when wood buck is less than a 2x, concrete anchors shall be used to go thru buck and penetrate into concrete as described above in 4.1.1) as shown on Section "Clip Installation ", Drawing No. PAI- DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.1.3 Clip Angles to Steel Stud or Runner Two 2" x 2" x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored to a 605J 18 or equal steel stud or runner using two 1/4 " -20 Self Tapping SMS (2 per angle clip, four per end), as shown on Section "Clip Installation ", Drawing No. PA 1- DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.2 Fastening of the windows jambs to mullion must use either a #10 x 1- 9/16" min. thru -bolt with nut or a #10 x 5/8" Self Tapping SMS, spaced at 4" from ends and 24" o.c. or as per window approval, whichever is less. 4.3 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.4 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.5 Fasteners mist have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. • Manilsl- Perez, P.E. Plar$xaminer II Product Control Division TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE +46.50 PSF MTL -16617 +46.5 PSF MTL -16617 UNIFORiM1 S1 Al IC PRESSURE AT FULL TEST LOAD . SFBC PA 202 -94 POSITIVE +69.88 PSI: MTL -16617 +46.50 PSF MTL -16617 This is a verification test only. For Design Pressure Rating vs. Mullion length, see "1 x Mull Performance Charts" on Sheet 5 of 5, of Drawing No. PAI- DET.XLS, bearing the Dade County Product Control approval stamp. $innings Pan American, ACCEPTANCE NO.: 95- 1114.02 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. ILJ NTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 ,The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windov.'s to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion can not be installed as part of an impact resistant unit. 7. TESTS PERFORMED RESULTS APPROVED FEB 0 1 1996 EXPIRES FEB 0 1 1999 Manu= l Pe z, P.E. Plan Product Control Division aminer II •$innings Pan Americans ACCEPTANCE No.: 95- 1114.02 APPROVED : FEB 0 1 1996 EXPIRES : FEB 0 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Miami Testing Laboratory, Test Report No. MTL- 16617, dated December 27, 1995, signed and sealed by David Gale Ober, P.E. 8.2 Drawing: 8.2.1 Drawing No. PA1- DET.DXF and PA1- DET.XLS, Binnings Pan American, Sheets 1 thru 5 of 5, prepared by Binnings Pan American, dated 01/10/96, signed and sealed by William. M. Meyers, P.E. 8.2.2 Manufacturer's die drawings and sections.' 3.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Robt. E. Fisher - Wm. M. Meyers, P.E. Consulting Engineers, dated 01/10/96, signed and sealed by William. M. Meyers, P.E. 9. COMPARATIVE ANALYSIS: See "1 x Mull Performance Charts" on Drawing No. PA1- DET.XLS, Sheet 5 of 5, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For mullion system cross sections, see "General" Sheet 1 of 5, "Typical Installation Details" Sheets 2 and 3 of 5 and for anchoring details, see "Anchoring Details" Sheet 4 of 5, of Drawing No. PAl- DET.DXF, bearing the Dade County Product Control approval stamp. • Manu. ' erez, P.E. PI. �� xaminer II Product Control Division j$ianing Pan American ACCEPTANCE No.: 95- 1114.02 APPROVED : FEB 0 1 1996 EXPIRES : FEB 0 1 1999 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 documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. r 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; d) 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, 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 fiiing of a revision application with appropriate fee) and granted by this office. 5. Any of the foliowing 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 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 ail times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as teste but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and�ullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. • 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF TNIS ACCEPTANCE - 3 - Man el erez, P.E. Plans E Product Control Division iner II MIAMI-DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1223.08 Expires:12 /31/1999 Approved: 01 /28/1999 Internet mail address: postmaster ®buildingcodeonline.com 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 Binnings Pan American CONTRACTOR LICENSING SECTION 2805 N.E. 185 St. (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33163 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 PA -3 Series Aluminum Awning Window 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 BCCO that this product or material fails to meet the requirements of the South Florida Building . Code. 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 Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com - Binnings Pan American 2 of 3 ACCEPTANCE No.: 98- 1223.08 APPROVED JAN 2 8 1999 EXPIRES : December 31, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews Notice of Acceptance No. 98- 0623.42, which was issued on August 27, 1998. It approves an aluminum awning 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 PA -3 Series Aluminum Awning Window and its components shall be constructed in strict compliance with the following documents: Drawing No. PA -3ASS, titled "PA -3 Assembly Drawing," prepared by Binnings Pan American, dated March 5, 1998, sheet 1 of 1, 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 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum awning window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING Each window 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 narked 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. Manuel erez, P.E., Produc Product ontrol Division ntrol Examiner Binnings Pan American ACCEPTANCE No.: 98- 1223.08 APPROVED JAN 2 8 1829 EXPIRES : December 31, 1999 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. 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, 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 of 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 need 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 ACCEPT • NCE Manue erez P.E., Product C•r.1 Examiner Produc ontrol Division 3 of 3 BILL OF MATERIAL PART NUMBER DESCRIPTION MATERIAL REMARKS 1 3-55 ATW FRAME HEAD ALUM 1 PER WINDOW 2 3-42 ATW FRAME SILL ALUM 1 PER WINDOW 3 3-41D ATW FRAME JAMS ALUM 2 PER WINDOW 4 3-04 DRAW BAR ALUM 1 PER WINDOW 5 3-19 TORQUE BAR ARM ALUM 1 PER WINDOW 6 3-21 VENT AND TRANSFER LINK ALUM 1 PER WINDOW 7 3-23A VENT HEAD ALUM 1 PER VENT 8 3-24 VENT SILL ALUM 1 PER VENT 9 3-50 BOTTOM VENT SILL ALUM 1 © BOTTOM VENT 10 3-25 VENT JAMB ALUM 2 PER VENT 11 3-43 VENT HINGE ALUM 2 PER VENT 12 3-53 VENT LOCK ALUM 2 PER VENT 13 3-2003C FRAME WEATHERSTRIP VINYL AS REQUIRED 14 3-2007A VENT HEAD WEATHERSTRIP VINYL AS REQUIRED 15 3-3041 COVER PLATE ALUM 1 PER WINDOW 16 3-5000 TORQUE BAR BEARING NYLON 1 PER WINDOW 17 3-5003 TORQUE BAR ARM BUSHING NYLON 1 PER WINDOW 18 3—A7000 SHOULDER ARM ALUM 1 PER WINDOW 19 3-8012 VENT LOCK PIN STEEL 2 PER VENT 20 3-8014 DRAWBAR & HINGE RIVET ALUM 2 PER VENT 21 — -- GLASS (556 OR DSB) GLASS AS REQUIRED 22 — -- GLAZING BEAD ALUM AS REQUIRED 23 3-6006 TORQUE BAR STEEL 1 PER WINDOW 24 3-5013 BUSHING GUIDE NYLON 1 PER WINDOW 25 3-6010 AL CRAFT OPERATOR LINK ZINC 1 PER WINDOW 26 3-8000 HOOK TO LINK RIVET ALUM. 2 PER VENT 27 3-8005 HINGE KEY RIVET ALUM. 2 PER VENT 28 3-3054 SCREEN FRAME ALUM. 1 PER WINDOW 29 3-3055 STRETCHER CLIP ALUM. 4 PER WINDOW 30 3-3050 SCREEN FRAME CORNER ALUM. 4 PER WINDOW ..••••"" ".•,.. ----- -....,, ,---- ..--""--. ----" -,,, ... ....--- '-. \ .....,,,.. ,...-- ..,..„ ....., ............ ....„ ,.., "' III ------ z A LJ CC 1X BUCK VERTICAL! NSTALLATION SHIM AS REQUIRED F 1/4" SPACING MAX. • 2X . BUCK VERTICAL INSTALLATION HALF WALE 3/16" DIA. TAPCON 1 1/4" EMBEDMENT MIN. 1/4" SPACING MAX. SHIM AS REQUIRED [ 1/4" SPACING MAX. 1" X P.T. WOOD BUCK 0 CP 0 .4 //10 P.H. S.M.S. 1 1/4" EMBED MIN. 2" x P.T. WOOD BUCK SHIM AS REQUIRED 1/4" SPACING MAX.-- BUCK DIMENSION FRAME O.S.M. 4 '1 G Kfts suu 1X BUCK HORIZONTAL INSTALLATION 6" TYP. —6" TYP. 0 53" EQUAL-1 < ,PA-3 AWNING ELEVATION \71 DESIGN PR ESSURE RATING DESIGN PRESSURE RATING PRODUCT RENEWED ACCEPTANCE No. 98 -1225 . Og EXPIRATION DATE 1 • 3i By PR( R tvCrtorte: Ma !trial: *um D ' e RJS Prieto wd fly: TROL vtsr DS COMPLIANCE Da te: 3/5/98 Date: Draw Cia41 Part Numb t,': POSITIVE +40.67 NEGATIVE) —40.67 APPROVED AS COMPLYING VI:TH THE SOUTrI 61.1111:tiG CUE VT: C.:••IsV:CE 0;110E . 1 .-C - 7/7 Part Class: 01; S.!.);■ Prod Ca tag ory: Sertet/Yo t: PA-3 ASSEMBLY DRAWING 'Drawing Numb er: P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931-2350 No " I Rivi.ion &wit. PA-3ASS 1 141 • ( 3.0020 1" X 3 MULLION X 3 1/2" MULLION 1" X 4" MULLION 4300 1" X 4 1/2" MULLION MCA$CiN -lit I AI I • n ...1 CPS (2) PER OO '..FS 5142:15 4.0 1 n I C.0 (Z) : � !MCr ad LOAD APPLICATIONS MAl cL!'S () POI Da) S= 9•£T 4� !2 71- APP.p$ :.` rower :Ks - .X2- APPLES i;• I /:t*. (T4. APPL1UN170 - • 4 t, ^ enerJ Notes: 1. Mullion system hen been oesianed in accorcance with the South Flcrido Building Cane. Wino speed considereci is 110 mon. im ortcnee tcctor is 1.05. exposure fa ^or is �. and the mean roof height of the building is eauol to or lees than 60 feet. 14uilians im.talled in Dace County mist have o hurricone protective system, surf. cs storm panels. 3. All aluminum extrusions snail be 606.3-T5 uniess noted otherwise. Fo =9.5 4/3 =12664 4. All steel reinforcement to meet ASTM A -36 Fa 22.0 4/3 -29.3 5. Design locos on sneet 2.1 copy to both : posiiive and negative loads. 6. The aesign loads indicated in the performance chart cannot exceed the design loess of the individual wincows or their attenaant comparative analysis clam. 7. Muias must be installed in the structure with clips. as shown on sneet 3. 8. Fastening spacing of the window prociucm to the mull must be as per the product approval for the winnow. Fcstening of the mt:lts,.rnust use either c #10 x bolt w/nuz or #1C x Self- Tcpoing SMS. Tne minimum length fcr the 510 bolt is 1 9/16. Tne minimum length for the #10 Self -Tc pine SUS is 5/8'. 9. The mull system is used for the following Metro Dace product o. 94- 0301.03 Fixed Win•cx: Specialty b. 94-0307.01 Fried Window: Specialty c. 94- 0808.04 Fixed Window Seecialty d. 94- 0808.05 Fixed window: Soerairy -! e. 93- 0623.01 Horr_anto o l Rolling W now LIAT F rg- eRf.iAR V _)1c962 f. 94- 0623.02 Horizontal Rolling Winnow g. 94- 0202.02 Awning Winaow • -• h. 94- 0202 -01 Awning Window- ir r ;ciP.OL OIYSON i. 93- 1119.11 Ducl Frame Single Hung J. 94- 0803.02 Single Hung Winm• k. 94- 0808.03 :Ingle Hung Window &nnirgs ri ns Ame Pan 4n►... ea.. I . - cum.. INSTALLATION -- - = n �,a.f,ca - - - u - _ -- - - -- _ - - _--- '.c.::_r= ..... a ^! � -- "- _'a ..nom..•_- .__•�`..,,,,.,�srL� Wi- - _c•. -ice "teit=A0iO , ate.. - • S alit 3 1/Z MA& Kil U trod- else ISer../x...r MULLION 1 ALL GENERAL I- ....., ...w.. PA1- i7ET.Dx AFP OVE; AS CO PLYIN:; Vii THE se.: s F r;:,A :LOING CURE BUILDING" CODE COMPLIANCE OFFICE ACCEPTANCE 40 Q i () P.O. Box 630038 2805 N.E. 185th Street M 1af11i, Florida 33163 (305)931-2350 • 1 OF 5 p. 1 01/10/96 [, . 110 • GAMS 760 FROM L47 1t D,c Ili4i rx CR 1•11. S:0 1 1 j 1 iu �f am TYPICAL INSTALLATION EW SILL TO FDW HEAD 110 6=5 SITS FROfi 00 1S a.^_ MAX rJl on Px SUS row MAW HEAD P4r..6 1 4aR4 RAW S7L_ 1500 a 1000 ACM10 SHIT.% Or 1 • 3300. 1 a 44200 and 1 a 4.503 Sm4L 94 FRAME HEAD PA-t4 TYPICAL INSTALLATION AWN SIL TO SH HEAD #10 • 0.623 316 4' MRON 00— - I6• ac mkt r dt Px. SlS HS most 53L PA -16 Aa.14 FARE MEAD PA-3 TYPICAL INSTALATTON HS SILL TO "W HEAD R PRASE SRL 1.000 • 1.000 IdALIOM 91001 OF 1 . 1500. 1 • 4,000 and 1 • •300 SAML • 5000 1<4113M 97.4 or 1 a SSDO. 1 1 4p00 and 1 s 4300 SWAG SM FRAME HEAD P1►-14 110 • 0195 Sib r mom END ir OL MAX Fx CR PJL SMS SM FAME Sit PA ■l• TYPICAL INSTALLATION SH SILL TO AWN HEAD H4 ;AWE HEAD PA-16 Itr • acs SUS r mom pal IS c.c. I..i Fx OR P.M. SAS NS FRAME AA. r-11 TYPICAL INSTALLATION AWN SILL TO HS HEAD 12E0 • 1000 14A1POR SNOW OF 1 • 1s00. 1 t 4.000 o•0. 1 • 4100 Sad . TYPICAL INSTALLATION HS SILL TO EH HEAD 110 1 0.625 srs C Moss END it D.C. MAX ►x OR Px SYS flame SILL PA-1 1.000 • 3000 u.1 OM SHOM CF 1 13=0. 1 1 4=0 ..a• 1 • 6.500 SAME. 410 s C.. 942 4 IRON 00 VZ IS' OL F.11. CR P.H. x 96 1" rEm Flume -1 Fvr3 HS FAME HEAD PA-16 Ola 1 060 t ;x4 00 • 0: dax F.$. CR Ozt. ENS 04 FRAME Sit Pa -14 TYPICAL INImul i1ON SH SILL TO AWP4 HEAD i.Ct= • 1500 ►4ALl70M 5>0lr1 �4e5•.N.UT04 _ OF 1 • CAT. 1 • 4.000 s C 1 • 4300 SNP rwM/L H'EA� p4 - " 1.000 • 1500 wA.LCw 9Owno • 4. 0 OF 1 ..'_500. 1 4500 1 dnd 1 • 4.500 SAmE. Pr 3 FttAiE HEAD rfricAL INSTALLATION EW SILL TO FPW 1.000 • 3DC0 WLLOM SOW OF 1 •1'Y. 1 a 4SIL10 4w1 1 t 4.000 SAW. H0 F11M•>C SRL PM -16 d MAW HEAD PA-1 TYa1c1L INSTALLATION HS SILL TO EW HEAD #10 • 6625 96 4• FROM 00 It o.0 MAX Fx 6R Px 96 LOCO 1 3600 MIALIC.4 901m41 .61xa7212M OF I 1 1 1 4.003 and 1 s 4532 SAME Trprva. INSTALLATION EW SRL TO AWN HEAD 110 • O. S16 r mom END 16' 0.4. MAX Fx CR PA. 06 94 RAMC 531 MA 1.000 1 1000 &&U 4 90.4 a6TALLATIOM OF 1 la-50a 1 i 4000 era 1 • 4.500 SAUL ER FRAiE MEAD TTP!GAL INSTALLATION SH SILL TO EW HEAD DF.r Clam Port Clams INSTALLATION — ilw1I- I1•nosawr PA -1.2 -2 110 • 6L 536 MDR M D._ 1.ma Fn R PY_ '36 R FRa ME SL' PM3 LECO • 3. MAAl23M 04 42232 w0. 1 a 4.500 SAME. AaM MAC NEAR h-1 TYPICAL INSTALLATION EW SILL TO HS HEAD 110 • ois SI6 4• Mal 00 ir 0.. MAX F.H. OR P.H. SAS � FRASC MEAD TYPICAL INSTALLATION FPW SILL TO EW HEAD I Pmat Cal6rrrir MUWON TYP1C':.L INSTALLATION HS SILL TO EW HEAD F9► rRA1E SLL PA-6 1500 • 1900 MULL OS 5140.M OF 1 • 3300. 1 • 4DM mid 1 1 4300 SAME I S1e•st/Ya4t ALL TYPICAL INSTALLATION DETAILS IDtiwmP dlwllr • PA1- 0£T.DXF - - _ r .fit r ya_ -_ 23 .4 "�� 1Y X17 t•r/ - =a_ —� -_ r - - -- 110 • O.i23 as mom END It 014 7MAi r1: 60.1 P.M. Y. rtL46E Sal Po-3 1.000 • 321O0 Lt3LOM SHOW Of s 130p. 1 • 4.000 4fa 1 t 4300 SAME. Vf E MEAD 110 • 01:61 S6 r FROM 00 IS OL MAX FA. CR PJL 534 mac SU Pr-3 1500 1 11102 141LL0N 940'v OF 1 a 1:.023. 1 1 4000 and 1 • 4300 540E `26 MAC MUD PA-I6 APPR :3 ;3 C::' ?LYIIIGG WITH T r: 30!71: FLO ;:;. =. St!.D;; G CODE D.= T .. ( r te o'J 1 /.lr4 FiiODl:iz-CvitTM DIV1S!Oii SUiLD;NC COC_ COIdPUARCE OFF CE AccE ic= n! ^°. IIIN - P.O. Box 630038 2805 H.E. 185th Street 1Aiami, Florida 33163 (305)931 -2350 �SA.ar 2 OF 5 01/10/96 • . • 1= a 3=3 . i . r..5.Ucu anon ANSCHAAZIOm OF. 1 a 1 ACCO and z 4.500 SAW. 94 MAHE Madi p2—s4 mS Imam( JAMS P11...14 Old • DA..= sus e room DC ir mmi Fit. CR Pit SYS TYPICAL trisTALLKnom wow !RAW HEAD #10 • 0106iNS e Mow DO ir mAk -. nil OR RH. SUS Sit FRAME =A. P.= a 117CA/ ammulAnom sm SILL TO FPW HEAD • - • ‘" - FiSTS.HOPS • soleAcc■Acie PC. Tire •810. OD: re Oft.. Ar; PER AVOCA= Aw.w2 wirOZ 171.miL .40411 m8=20VISC 5 L. 1 - - • SH ID SH TOPICAL INSTALLATION SH TO •mw 1.030 1000 utAliDK 37471/M OF 1 z 1301 1 4=0 mmd 1 4=C0 SALL 4.3542'n2 TTPICLL INSTALLAMON HS TO FP.* Or 1 • 3... 1 1 4401 Red 1 j 4.3 CO SWE. HAL HIST/NOM NC RACE TOR TITS SPACAF •ROw Dl v OC CP_ AS POI PRO0LCI ApPoOws. vHCS1OfER 5 1.S..S. P • d / rj[ TYPICAL mcsTALLOm AWN TO ANN TYPICAL occrALLATIoN OWN SILL TO FPN HEAD P•v-.3 TYPICAL INSTALLATION CPW TO FPW r ah; 110XCH p ML i7579IE5 MR TtTE • v SPACIRIVCAA OC: 7 CC OR IS PM FROOUCI APPROVAL IsvOIDER CS 7 -1.coo ar.co 'RADON SHOMA INSIALLASYN CF 1 2 3-5CC. 1 4t00 UM 1 • 4-500 SeAlL PCTURC .MA0 PA..4 1 TYPICAL INSTALLATION HS SILL TD rpoi HEAD S.CCO • 3.003 MILD" PCSLRLAZIOM Cl 1 2 1 1 , -SCO Amu 1 i AL-4.3 =17'M Meet .341.6 Pm...1 OR ••••-•4 takt. . rayr SPG 4. AROu DIX 24. CC CR. AS PM P.003:1 APFROIHA. RAR:304TR 5 LESS ato4 SYNE MEAD PA-3 TYPICAL INSTALLATION FP/ SILL TO AWN HAD TYPICAL INSTALLATION EW TO EW /10 • 0. MIS a" ate/ END ir CLC. HAS Fit OR PJ4. SMS HP. nr.Aut SLL po.-8 TYPICAL INSTALLATION AWN TO FPW 1=0 • .1000 IRJUJOH 9004,4 , --88SLALLATC4 OF 1 2.300. 1 2 4=0 cod 1 1 4303 SAW_ TI TYPICAL INSTALLATION nmor sit! TO HS HEAD 1.000 1000 MIRLION SiCAR4 - L - 14 OF 1 1 :11200. 44333 mod 1 1 4.003 "AK FROM MeS PA■4 CM Pm■14 JAFELT, 'yr; 130: _e 04. 43 POI PROOUCI APPRNAL HPICKetER 5 L. 1.000 8 3.000 1LL1101 SHORM VeSIACCATICH Ce 1 a .2.930. 1 a. 4.003 441A 1 • 4-300 SAME Hama JAMS PA-4 r cam MS FRAME MEAD PA-lb 010 • 0. SIAS 4• FROM DO 15 oz. 4845 F.K. OR Pit SUS rp. FRAmE SML pA-6 1.000 8 3.000 113.1.104 9CiP4 HSTALIJ.TION Cr 1 1 .1300. 1 4.COO are 1 1 4. S. MS MAW JAMS Pm... 'typicAt. INSTAJ_LATION Binnings ri E . AmericanPan PA CXemm I Aelre Cheame INSTALLATION - Shrift Aramobarr PA-1.2-1 • TYPICAL INSTALLATION EW ID FP', TYPICAL INSTALLATION HS TO HS raemmmo ~maw PAI.-0ELDXF SK FRAME MAD P.-t • 110 • 0.5 96 4 MOW ENO ir o.. liNg FA. CR Pit 96 mpw sal TO SH HEAD 1P- — Sa,I 1hm• I NULIJON 1 ALL — PAW Pure MIA P8-6 1.000 • 3.033 IALLCH SMOAK TOPA OF 1 x 15CO. 1 I 4200 448.3 1 • 4-303 SAME AIIA37ED A3 compunm WiTH THE SOUTH ROMA BUAINNG CODE CAT' 4: - - 19 By PRODUCT DIVISION BUILDING CODE COMPLIANCE OFFICE AGCMANCv NO q5— )1.4 . 0 P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 331 63 (305)931-2350 TYPICAL INSTALLATION DETAILS 3 OF 5 I . c'.11/10/.96 ams _Ell. =CO #14 X 1 14" P142.1PS TLC W-4, SAS WORK =ICEIP PICUPS FLaZ MEAD Pitt 4401922 .secnct.= J •aPeoc PKLLPS FLAT IEA PP 48/2111C0 13.19C I =IT IAPPWC Pt= il.A7 HEAD 48075:11 ;; t•PCCAt PICLLIPS MT HEAD PpeillOtt112. ••••• FASTENERS • 1 INSTALLATION FOR 2X WOOD BUCK 1 44 i--AsRa;AmONI Tv. C.S2C 0 — r INSTALLATION FOR MASONRY zy• APFRO1/113 tS CaMPLYING WITH DIE SOUTIii1ORIDA BUILDING CODE oxr k 1° BY 011.12PA— / PRODU CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE CCUTANCr NO .6Z IX ARIL &STA U. Is KR PIME ra VT •10 SAG ••..././ 0.2w Cl_ 2 rot MX 01.P: 4 PER EAD. D•••• Cisme IP•ort Cbsam INSTALLATION Pert•akonisr: • — OCOO •••■ PGIAL1. AS PVt PRI:CLIC Vf savatut rxrxtfir • • . — • • COWS= fPRECLS I ir TARO. I. 1 • • • Clat 3/4 1 1:613CD"V• hr DOC (2) PER •MG.L: • COICRITE •■■•■•■}M, • • • P-CT • • e • • • 11 WEEK • =NCR= (PT) • • 3,a DC • .• . • OW I Ike DC= F4 PR DO • • • • •A • • • 1 INSTALLATION FOR 1X WOOD BUCKI OR ANYTHINC. L TNAN EC! sc." sox err MEM') vow net Dm et 1404,..T6 FOR cuPS CR MIPS MAX IS ATLAGEO 4020 LOW CoPICTT: 1246 LES •to str PMFM IIRCtoar DeSIALL AS POI PROOUCT APPRCAK.L ON BY GEPARVE CALCULATIONS. 1Prei Cragerse paareatorekwizek S./MI.1.10N I ALL _ANCHORING METAILS saes 1:1.7ST 04. 2 POt Aso= R$ 6 rot INSTALLATION FOR STEAL STUD "WOW \P6114.1. AS F.J1' PRXItArr AM. OR et ausa...x•rs. • P.O. Box 630038 2805 N.E. '185th ' Street Miami, Florida 331 63 (305)931-2350 holm 1j /1Q/96 - . • • • ••, s•.; • - - - yliS• _ •••=1. -4. OF 5 150.000 100.000 -- i - 50.000 - 00.000 50.000 000 000 ::: - 0.000 000 • 000 • i I • 000 000 - 000 000 ::: - ` Binnin2S Pan American 1 Mull Performance Charts e 300.000 250.000 200.000 E 150.000 100.000 50.000 0.000 400. 350. 300. 250. 200. 150. 100. 50 0 20.000 25.000 20.000 25.000 TIM 30.000 35.000 30.000 35.000 1 :3.0 Mnli Maximum Design Pressures +/- 40.000 45.000 L \' 50.000 60.000 1 s 3.5 Mull Masimum Design Pressures +/- 40.000 45.000 W 50.000 60.000 65.000 70.000 65.000 70.000 Instructions for Performance Charts 1. Get the postive and negative pressures required for the windows. Required pressures should be defined on the building plans. 2. Get the maximum window width and height of the windows to be mulled together. 3. Basal on the Load Applications on Sheet 1, determine W. 4. Determine the appropriate graph line (Mull L) based on the length of the mull. • 5. Determine the intersection of the graph line and the window dimension to obtain the maximum permissible design pressure of the mull. 6. The resulting design pressure must be equal to or Batter than the required pressure obtained in step 1 above. Note: The de-tign pressure applies only to the null system and does not apply to the windows. 77re windows must meet the required pressure based on 0 • separwe produrs appro ed 75.000 75.000 MuII L - +- 49 .000 - -•f-6z.n00 .�_ 73.000• `- re- 73.000• ' Mull L -p-- 49.000' •••42 unn - ' '.x_73.000 + 3.000' : 1 350.000 20.000 APPROVED AS COMPLYING MTH THE SOUTH FLORIDA B1!iL DING CODE E.'AT . R BY PRODU - ;,JNTI?OL DIVISION BUILDING CODE COMPLIANCE •OFFICE ACCEPTANCE NO25-: 114 25.000 30.000 35.000 1s4.OMull Maximum Design Pressures +/- 40.000 45.000 W 1:4.5 «Il Maximum Design Pressures -1- Example: Two windows 25" s 49" nulled side by side with a required design pressure of -50.67 -68.00. Mull kngth is 49 ". Maximum window dimension is 25" (using the window width). The acceptable mull tvould be a 1 x 3.00 Mull. Blnnings Pan American PO Box 630033 2305 NE 135th Street Mimi. Florida 33163 (305)931.M50 1 X MULL PERFORMANCE CHARTS Dwv Sr KP Revised By: KP Date Dwn: 01/10/96 Date Dan: 01/10/96 95- 1114.02 SHEET NUMBER: 5 OF 5 . DWN NUMBER PA1- DET.XLS 50.000 60.000 65.000 70.000 75.000 MuIIL ;-.--62 000• •- - -73 00n• -r - -5.000- PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date .-- Job Address ,'2f I � , � � i q L ( '1 Tax Folio 1 13 0 vO [C) 7 Legal Description tg l (),5 5%ert,' Owner / Lessee / Tenant C_.c ? (2 `I" o . VI Master Permit #1 475-- .41 IV'c . 71 Wm 8'"l ' Phone 3313)F Owner's Address APPROVED: Contracting Co. r- hD110 dm, Lan Qualifier 0111414 1 C State # Municipal # ArchitecEngineer _ (1<YU ! 1 Address f Bonding Company Address Mortgagor Address Permit Type(circle one': BUILDING WORK DESCRIPTION I ure of owner and/or on President (pi Notary as to Owner and /or Condo President My Commission Expires: ,RY PUBLIC. STATE OF FLORIDA. COMMISSION EXPIRES: SEPT. 26, 1994. * ** * .,NUKB TI*tU NOTAR * PUBLIC UN *gRWRITFAS, * Zoning Mechanical Address ! O/ iiiL- /J/ ud Phone - 757459 h C(,d) ✓l't Competency # Ins.Co. ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN u lhcb. hu -�5 Square Ft. Estimated Cost(value) a00 () 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 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 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate =nd that all work will be done in compliance with all applicable laws regulating co •'L tion and o.ing. Furthermore, I autho>e±¢e the above -named ntractor to do the work stated. Signa j e of Contractor o Builder Date' ' 1M— cLew Notary as to Contractor or Owner- Builder My Commission Expires: NOTARY PUBLIC. STATE OF FLORIDA. MY COMMISSION EXPIRES: SEPT. 26, 1994. BONDED THRU NorARY PUBL-IC UNDERWRITERS. * * * * * * * * ** FEES: PERMIT , f 7' 63 RADON C.C.F. c't NOTARY TOTAL DUE 1 Fire Other Electrical Plumbing Engineering T.OT&I MOUNT !o OL ., 0 Slid Daps; DEPOSE (% Min. A ;aired) 1 2. Q 0 • j `D 'o5` DUE C.O.D. Pay Installer a 4 oL: , ' 0 Installation estimated to begin to \ 3 weeks from date in approximate, _. of receipt of de::: This you will be ca- ... •ted to date. is only an estimated date and schedule the actual installation Unit No. Lid Slid Daps; > Entry Door Room Opening Size Width Height 3 4 1 X S4,- Operation US .- rctile C: (.yet- ; j PC. OIS Profile Color Frame Color Manual Crank Motor MidOr 1 f'rw.c, V f5c2. M ‘ 2 . ; SP-M 2 S� x -5 4. 4 Y t 3 =- &rz M 2. 3°I x S 4 s; f I :mss.. o-/ FA.f4.1 L--,/ t z.a o .A.1 S4r x z l 1) 5 •A a! ( � 11 14s 51 ►1 6 -.4. , / st2. ) La s. 1 S S x S -y 11 . I .%,,,. ; v - fx-P-a w tt�®t2.c.�} 61 fir x b l ) 8 i 10 Total openings o be covered (multiple count i =filler Pane; s; to be located in section No. as one). Units are numbered from left to risht from: and No. inside Cctside None and No. CUSTO WER NAME E ‘1G1.174,RE *)/ ,JOB ADDRESS {1 54 : �• 94- N'.0 A S�< . 3ILLI ADDRESS i"1 i. ELEP ;ONE OTHER PHONE Z' S We propose to furnish and install the following: a bnutters) :o De installed: Insioe IJ Uu Special instructions: FLOOR OF L�tLDiNG Sr Rear Indicate by number counter clockwise XQ O:v,IT . Front Is "high - ;Pork" required? YES ❑ NOS— ROL -4 (Salesman) Accepted & L'-,.proved tiOLLAli��� EI H\ICORPOI1A TE ORDER NO. C I PROPERTY OWNER Electrical hook -up included in this price? YES ❑ NO ❑ Surface Mount ❑ Recessed ❑ TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook-up is to be performer : oiiaden or its au norized sub- contractor, a maximum of ten percent (10%;,) of the contract amount may be retained ponding completion of same. OWNER OF PROPERY? YES NO ❑ ;:: NO, fin in Owner's name address in space provided at top of form.) Products are to be installed on the premises situated in �Y -L7Tr County, State of C • owned by Purchaser and r ,cribed as: Lot Block , Sub Division. CONTRACT SUBJECT TC a-:DDITION L TERMS O i EVE SIDE "8UYE':3 RIGHT TO CANCEL" "Thin Is a home solicitation kale, and if you do r 3t want the goods or seneices, ur may cancel this ac : :anent providino written notice to the Seiler in persc;;t, by telegram, or by mail. This r: :r` :ce must irudicate tiro tiY;u do not want the goods or services and must be dea :S.rred or postmarked before mic of the third busb :.).:;s day ate race sign this agreement. If you cancel th:s agreement, the seller may nc :. :yep all or part of cash downwf mwnt. EXECUTED tN SIX COPIES, ONE COPY OF W HICF, WAS DELIVERED TO, A ND RECEIF. HER ACKNOW... _.:;OED BY BUYER, TdiS G DAY OF M A-N , 1941, (X) 3 3493 —IN OFFICE 1 (X) (Purcha • °r Sign Here) Page of ya ,' 0.7"20A C1.4 IC L - • c, AA AAA` ----- 116,4(1 l\osn-- • 7 It Q 1 c!.! 1 • ■ — = - " fi t —C 1y /lN— C � a ce . fir. � < \N \ j to Q W may: l( i fIVV \ ArS' 1 7,1c0 t if !..-�. 111 I RA J - - - at_ IYA\ — =mot A Y1‘. IP ' 11 /11)Q u Qi °t\t, C I'A\ !; AMN . • i SECTION B -B ELEVATION 5LAT p.m N.TS. �(+ R xI I 2 I 5 LAY C7µ N.TS arid- At% o 3 ya' frr ALT SECTION B - vp gvt-rs Ankfise- SECTION A - A N.T. CORNER DETAIL N.T. S N T. S. COASTAL EXPOSURE BUILDINGS HEIGHT L118 60 11' 'LET IONS 1 LOAD FT 1 PSI 1 ; MAX. ;ANCHOR : SLAT :SPACI SPAN ; IN. 116716; 30.2 113• -1 25 0 -15 1 180 ; 33.1 112 " -6'I 23 I 1I17111 37.0 112 " -2 - i 22 15 -26 1 650 1 42.9 1 11' -4'1 20 1 1 1 1 II6T111 41.4 111• -6 21 25 -35 1 IND ' 46.1 110' -6 19 1 I I 111711) 45.9 :10' -111 20 36-58 1 IND I 53.3 110' -2'1' 16 1 1 I BUILDINGS H1I0HT OV18 60 FT 1 1 1 ' MAX. 'ASCH01; ELM/ :IONS 1 LOAD 1 SLAT ISPACIII FT 1 1 PS/ 1 SPAN 1 IN. 1 1 1 I !INTIM! 32.4 112'-101 24 0 - 18 1 110 1 51.2 110' -4 18 1 1 1 1I67111 39.3 111' -I'1' 21 18-26 1 1110 1 62.9 111' -4' 1 17 1 117111 44.4 111' -1 - 1 20 25 -36 1 IND 1 70.3 18' -10 - 1 18 1 1 1 : 111178/1 49.2 110' -7'1 18 35 -55 1 SID 1 77.8 :5' -5 1 1 1 1 : 1167111 55.2 110" -0 18 05 -75 1 IND 1 97.4 18' -0 1 14 1 1 1 1 1I1T811 50.0 IS' -7 : 17 95 -100 1 IND 1 95.0 17' -4 1 14 t I 1 I 1117111 55.0 19' -1 ' 17 100 -1501 IND 1 104.5 1e• -6' 1 14 1 1 1 1 1217111 75.8 18' -6 1 15 • 1160 -2501 IND 1 119.7 15' -10 14 1 1 ! INTINI 85.2 6' - i 15 250 -2501 IND 1 134.9 15' -2 1 14 i 1 1 15 TOP EADER RAIN GUARDS +. 00" PANEL VENTE D PANEL SOUTH FLORIDA BUILDING C0D11 STANDARD RIPOSURI 1 BUILDINGS ALL H1I0HT8 1 1 1 1 MAI. 1L17 (LOAD 1 SLAT P7' 1 PSI 1 SPAR 1 0 - 15 :29.7 113• -1 1 . 15 -28 138.3 112' -4 1 1 28-28 140.7 111'-7' I 1 1 1 35 -55 145.1 Il1' -0 t 1 1 t 58 -79 150.6 110' -5 6 1 1 175 -100 :55.0 110• -0 1 1 1 1100 - 160160.8 , 9' -6- 1 1 1 1160 - 250169.3 18' -11 1 1 1260 - 350178.1 1 6" -5 •16 G 1ANCHOII :SPACI 1 1 IN. 1 I 1 1 21 1 1 1 22 ' 1 1 21 1 1 1 1 20 1 1 1 19 1 1 1 1 1e 1 1 1 17 1 1 16 1 1 1 15 1 1 1 BOT TOM SILL. -r • FEMALE •I. MOUNTING HINGE CENTER LOCK SOUTH DATE BY SIL ADAPTER MALE APPROVED ASCOMPI.YING WITH THE BUI.00:G CODE • I Q•- 19 ¢,Z. CONTRCL DAIMON S*DLDU4G C:Ai COMPUANCS DIKE ACCEPTANCE NO. 5 07/ (7 •/ GENERAL NOTES 1. THIS STRUCTURI IS D1510180.I1 ACCOIDANCI 5176 1961 SOOTS I1ORIDA WILDING CODA. 2. DESIGN CIITIIIA FOR ALUMINUM. MINIMUM MECHANICAL P101117181 i SA11TT FACTORS A1N IN ACC:MOAMC' HITS TIN 'ALUMINUM CONSTIUCTIOS MANUAL'. LATIST IDITI01.. 3. ALUMINUM ALLOTS. ALL 1171USI018 SHALL IS ALLOTS AS N0T60 IN DETAIL DRAN210, ALL SHIT SSALL BS ALLOT 3003 -114. 4. 57611. SURFACES TO 6B PLACID IN CONTACT V211 ALUMINUM SMALL 61 GIVEN 011 COAT OF ZINC CIIONATI PRIMER IN ACCOIDANCI NITS /BD18AL SPIC. N0. TIP -643. 01 BB GALVANIZED. S. ANCIOIS INTO COICIITI 1SALL IS 1/4' TAPCOS, 1 -3/4' 11111561ST 0' F 14 863 NIT1 RAUL PLUGS 06 80UIVAL111T. • 4. ALL SOLTB, NUTS AID BASSEIN MALL II 17671111/ STILL 06 ALUMINUM ALLOT 2024 -74 01 7075 -T6, OR /LAT11 117114,.. 7. TEE DLSIGI OF ANT SNUTTII AT A GINN IL1VATION I6ALL COMPLT MITI III TAIL'S 111TA11110 TO TIN IIPOSU11 /Lon. v WIGS CSITISIA) DIFLICTIOI 1 L /30 01 2' '• ▪ • SOUTH FLORIDA BUILDING CODE _[ 'GIBS - L 1MIITTEz " - -- .ROLL ADEN , - I NC . _ - _S6�IW�1lLbLW-'- JIA Ae.yo. of AL- PAROOO CORPORATION ENGINEERS PLANNERS G PRODUCT TESTING C 1 235 S.W. 67TH AVENUE • MYAAAI. FLORIDA 33174 . TELEPHONE 13051 264.8100 • FAX 1303) 265.6976 D.. ST OA T. .OAR. 0MA1yI$0 50. " 92 -1 wr I OF L' 08 -09 -1993 12 :50PM FROM ROLLHPEN,INC ;. This nstrument Prepared bX : Tate t (r O k4 . Name: Rolladen, Inc. it'r ri - ib Address: 550 Ansin Blvd. Hallandale, FL 33009 Permit No. Tax Folio No. 11 O(4) (An) NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF -Oa C THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is providers in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) i'At A.- t t -s 02 S E. Z P. 8 / Fotr.t o ti - 3 Z o E, _ ea l4- -og i o LCD i' t 8 W 1 f Z t c-r 19 r L-. o c 2. General description of improvement: + ���.e (»c�t r14J.: (S 3. Owner information: a) Name and address: (_ ei'1� b) Interest in properly 1 t a n� s't . 3 b 1 3 c) Name and address of fee simple titleholder (if other than owner 4. Contractor: Rolladen Inc. 570 Ansin Blvd. Hallandale, FL 33009 � 14..•,, C ,.. . /, 5. Surety a). Name and address By b) Amount of bond $ 6. Lender: (name and address) Signature of Notary Public / � Notary's name s� tot. !AA 1 . Owner's Address roTARY PUDIIe. STATE Or F'.OSIDA. Notary's Commission i e) s SENT. 23 1994. � IJ � Nura�it P'FlOb it'e JffJGW'.�ilQ6 L TO 13057568972 P.01 o y of 1 /?lr.CO'i4 7 Persons within the State of Florida design ?4 d by Owner capon whcm notices yr other documents may be server' s p.?ov,d2c' y Section 713.13(9)(x)7, R7 Statutes: (name and address). 8. In addition to himself, 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). 9. Expiration date of notice of commencement (th e;cpiration date Is 1 year from ? date of recording unless a different date i .' ecifiPd __ r iles f a'? �� _ __ / Sworn tq and subscr ed, before L ___..... � �i nature of ;C� /YiC,'r this_ J day Of _, 1� °�•� ✓ ,/ ( 9 f` 1 Owners Name _ 1 ) R 1 i . I _`ALL! .A1-1,z.) r77 1 •� , 9 PROPERTY O \,N EE F 6 / le F IL �`1 New Construction Name e 3 0.OwJ5 -7-4 C77D•) di./. / s _ Name S4 I N d F I ST. Address ��. / 7 ' .v. E /'5_ �7 /l.' 9 Ai; s10,P. "./ Address pi 1 A M I S I-ItiR ES .3,3 13 Home Telephone 3 ` _757- 7 _ 6 g // d J -- e Demolish Business Telephone Relocation of Structure Fax Foundation Only CONTRACTOR New Construction Name e 3 0.OwJ5 -7-4 C77D•) di./. / s License No. ''-.� . oz 2 7a Z Address ��. / 7 ' .v. E /'5_ �7 /l.' 9 Ai; s10,P. "./ .S /z 93/3B Telephone , ma Fax o � :elliz D Qualifier Name 7* 4€ -- e TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Master Permit No. RMIT APPLICATION tll2si�liaty P e m X 1 0 . •: • ••• • • • • • • • • • • • • • • • • • 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 byatie prowert•ownes and.qualifiQr. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your app :If vfpr$ yviII 13% done, a roofing application must be submit- • • • • • •• • • ted 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: 5 / Y . E. 7 'f S Address Folio Number) / '3 2 D PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Apt. Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT CHANGE (✓ ) ARCHITECT Name License No. Telephone 111Atm i SFfoRES City FL . State �NST'AIl N EtN Description of Work Zoning Linear Feet Square Feet Units Floors Value of Work I S CO " Bldg Value Lot 18 112. L4r19Block 5 Subdivision MIAf11 . I1ORzS PB_La___ PG Current Use of Property Proposed Use of Property Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. 3313 g Zip / \ 4 U e fo CA-AJ l I! ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK Wr -K U'1. H1VIN4 R10EtVED Yfi)t& VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF tONSTRUCTM are IitSiited 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 MIST BE MAINTAINED I •L A A CN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES BHALI✓ BE ItEI'r [tEE PROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROTv1 BENISG D1, G A#1sD B OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sia l 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 (MDWASD) 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, 1" 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. ST F FLORIDt COUNTY OF IAMI -DADE STAI OF FLORIDA, AUNTY OF MIAMI -DADE Si • ture Owner E &E Print Name !/ q Sworn to and subscribed before me this °� 7 day ofr Signature of Nota lic - State of Florida SEAL: Personally known • • • • • • • • ••• • • • • • • • • • • • •••• ••••••• • DEBORAH JEANNE ROSSITER 'l MY COMMISSION # CC 959854 "l EXP;RES: December 10, 2004 Bonded Thru Notary Public Underwriters Type of Identification Produced: Si _ 11 e of Contrakfor / Qualifier O G; /p4� a -U. Z_ Name Sworn to and subscribed before me this ,-2 6 day of , Signature of No SEAL: Personally known otli JEANNE ROSSITER MY COMMISSION # CC 959854 Ind ! ltf F . a . Bonded T December ru Not Puul Underwriters PERMIT APPLICATION OR, Produced Identification Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. .T'Y'PE Dryer ()Ty. 'I'Y'l'l% _t u tpApp awce • • QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light 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 MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain ()Ty. TYPE. Generator QTY. TYPE Refrigeration, Tons QTY A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet 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 Page 3 ••• • • • • • . . . • • • . . .. . . . •••• • • •• • • • ••• •• • PERMIT APPLICATION . . • . . . INSTRUCTIONS: Please indicate the type of work being pel farmed' and gVantijyCie4) DI the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 • ••••• • • • ••••• • • • ••• • • • • • • • • • • • ••• • • • • ••• • • OFFICE USE ONLY ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) CHECKLIST ❑ CONCURRENCY (New Construction) ❑ OTHER (Sp ify & Attach) ••• • • ❑ OWNER -- BUILDER FORM • (Attach) •• • • • • • • • • • ❑ PROOF 3F OWNERSHIP (Attach) ••• •• • • • •• {4 HAS t ITIMArPROVAL • • : : ($eF t / $es e�)• • ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY $ $ 6 `) (sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) $ (¢.01/sq.ft.) DATE 4.M.ep TOTAL $ 0 • 1 CONDITION OF APPROVAL Revised July 2001 10050 .I:. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com NITAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1/bS Time Type Insp'n 1 G Permit No. ` q Name �CZA bCLA w Address 5q / At-E ` c. `, Company ' - - r- Phone # c 36- % T G -5 / For Inspector: illote K Name & Date Approved Correction Re- Insp'n Fee LEDO $LT -� ?cr Go /- J .- MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request Dat ) Time Type Insp'n Permit No Name \ \ cit C - - Address' 7 - -\ .� 4_1 Company Phone # For Inspector: 9»ti )0) —► Name & Date Approved Correction Re- Insp'n Fee Q} D a L ' 4 641 7 1 N--- �-,I M.IAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Builyiing Inspection Request Date i 1 3 Type Insp'ti' — (( �� ( .� Permit No. L g / 1 Time Name Address /t[_ 9ci Company / ,, Q � Phone # c goy • a ( / -V51/ For Inspector: j) /1 T Approved Correction ❑ Re- Insp'n Fee ❑ /f 4 P % D O OR e) 0 a — Max. MULLION SPACING - 1 W -1 W - 1 Max. SLIT SPAN (SEE SCHEDULE) P TYPICAL SINGLE UNIT ELEVATION (NO STORM BARS REOUIRED) NOTE SEE SHEET 2 & J OF 16 FOR COMPONENTS NOMENCLATURE NOTE: SEE SECTIONS ON SHEETS 4 THRU 10. (To.) (Typ.) (Typ. Eo. END) Max. SLAT SPAN (SEE SCHEDULE) Max. STORM BAR SPACING (SEE SCHEDULE) O 0R © Max. SLAT SPAN Max. STORM BAR SPACING (SEE SCHEDULE) TYPICAL (SEE SCHEDULE) CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE SEE SHEET 2 & J OF 16 FOR COMPONENTS NOMENCLATURE. WHEN 1 APPLICABLE Max. HEADER SPAN & NOTE: SEE SHEET MAXIMUM HEADER SPAN (SEE SCHEDULE) -4 Max. MULLION SPACING (SEE SCHEDULE) APPLICABLE O ORI Cant. NIP TYP /CAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE: SEE SHEET 2 & J OF 16 FOR COMPONENTS NOMENCLATURE. 0 0 0 0 O R (TYP•) ©© ©DR (Typ. Eo. END) (TYP•) 0 Max. SLAT SPAN (SEE SCHEDULE) W -2 W -2 0 TYPICAL CONSECUTIVE MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) 2 & J OF 16 FDR COMPONENTS NOMENCLATURE. - W - J (SIMILAR) Min. A 1 4. 3 6. 7. (B) TO EMSTWC CONCRETE 8L00( WALL: - I /4' • T.4PCON ANCHORS, AS MANUFACTURED BY I.T.W./BUILDEX OR ELCO TEXTRON. NOTES: 8.1) MIMMUM EMBEDMENT OF TAPCON ANCHORS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 I/4' 52) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING NALL, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE M41N STRUCTURE BEHIND SUCH PANELS (C) ANCHORS .SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMEN04TIONS AID SPECIICA- flONS OF THE ANCHOR'S MANUFACTURER. • ORO Cont. 9. � / IL EC O 1 ■c. 1 ROLL - UP SHUTTER HAS t> l DESIGNED N •Ccopa4NCE mat TFE 1994 MAY 010E'COWRY EDITION OF THE SOUTH FLORIDA BUILDING COLIC • DESIGN N91D LOADS 37MLL BE AS PER worm • OF AXE 7 1N7H 110 m.p.h. - . BASIL MID SPEED. ROLL -LP SI(I17 'S ADEQUATE FOR IMPACT AND FATIGUE RESSTANCF HAS BEM b4RF1ED N • .. ACCORDANCE WITH SECTIONS 2315 & 2314 RESP£CTh(LY OF THE ABOVE MENTIONED L:OOE AS PER FENESTRATION TESTING LAS REPORTS /2465. 2637. 2640. 2641. 7642 2734 2737 d JO /L . 2. ALL ALUMINUM EXTRUSIONS SHALL BE 5063 -I6 ALLOY (UNLESS 071ERIOSE NOTED). • 3. All SCREWS TO E STANA.ESS STEEL 304 0R 316 SERIES w/50 Mod MD FONT AND 90 Mal 7FJNCS7.E S7R£746714. BOLTS 7D if 2024 -14 ALUMINUM ALLOY. GLLWHALED OR 51.454.ESS STEEL M1U J6 /al MINIMUM VELD PONT.. STORM BARS AT FLOOR OR LYING MOUNTING INSTALLATIONS LMT BE REMOWBLE AT NON M,FRAC4?E CONDITIONS HONEYER. EACH STORM BAR SHALL BEAR A PEIBANENNT /ABEL N • t. .E PLACE PITH A NMRNM/C NOTE INSTRUCTING 114E MONT 0R OWNER THAT STORM ems' OASTS E INSTALLED IA/TH CORRESPONDING HARDWARE CURING PERIOQS OF HURRICANE WARNING AND THAT ROLL UP SHUTTERS ROl NOT OFFER HURRICANE PROTECTION 1AVLESS All STORM BARS ARE INSTALLED AS DIRECTED. REMOLMBLE STORM BATS 9AU. BE STORED N A CONSPICUOUS PLACE NMI EAST AND IMMEDA7E ACCESS SO THAT THEY CNY BE REACHED AND INSTALLED ANY TIME (MARIAICA E OYXMORlONS OR NOV St47S ARE ROLLED DOWN. THE EFFECT OF II,E RATS ROLLED 006,4 WITHOUT STORM BARS IS; THOSE DAIS WALL SUP OUT OF TRACK OLAE TO THE DEFLECTION CAUSED BY WIND FORCES. ANCHORS TO WALL FOR 977E RAGS & BOX COWAECTVN SHALL BE AS FR'.LO4S (UAGESS OTHERWISE NOTED) (A) TO (X671NC POURED CONCRETE: - 1/4' • TAPCON • ANCHORS AS MANUFACTURED BY 1.T.W./BLAEDEX OR ELCO 701717 4. NOTES A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 J/4 NO EMBEDMENT N70 STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRED EMBEDMENT A.2) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS OR PAYERS BE FOUND ON 1145 COSTING WALL OR FLOOR. ANCHORS SHALL BE LONG EN0004 TO REi10I THE AMN STRUCTURE BENIN0 SUCH PANELS. (0) ANCHORS REQUIRED FOR STORM BARS, HEADERS & MULLION COONECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS S, 4 7. 8 & 10 OF 16 RESPECTIVELY. P0659 BOLTS & 04LK -IN ANCHORS TO BE AS MANUFACTURED BY POWERS RAM. FASTENING. INC. MINIMUM EDGE DISTANCE .AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEETS, 1414CHEVER IS LARGER (MORE CRITICAL). ANCHOR J/8"I POWER BOLT 1,14 . 0 CALK -IN 1/4% TAPCON 8. POLIETIDWVE BLOCKS USED AT SPRANG LOADED SYSTEM FOR REMOVABLE STORM BARS SHALL COMPLY W/THE FOLLOWING SPECIFICATIONS: ASTM 0£SI NALION PROPERTIES VALUE 0256 O&M 0790 IT SHALT BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 1.5 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE 10. SHUTTER MANUFACTURER'S STAMP SHALL BE PLACED ON THE 51D035D SURFACE OF THE SIDE RAIL .APPROXIMATELY 4" ABOVE THE BOTTOM OF SUCH RAIL. STAMP SHALL READ AS FOLLOWS NA TIONAL SHUTTER ASSOCU7704 INC MAMA. FL • M4WhOADE COUNTY PRODUCT CONTROL APPROVED. 4 • 11. ROLL -UP MECHANISM NOT PART OF MRS APPROVAL WHEN APPUGIBLE TILLIT TESTING & ENGINEERING COMPANY 6737 79...Im. se.. sea 217 - %Maw GIRL>E1s FL 37763 Ran.: (30.7)671 -1510 . 9.r : (3175).871-15.11 58 -,' No WALTER A. 71LLIT Jr.. P. E. FLORIDA Uc. / 44767 _ SPACING J J /4_" 2 3 " IMPACT RESISTANCE TENSILE CAPACITY FIDNRAL CAPACITY EDGE 07STANC£ 4 I /2" J" 2 1/2' 7.95 FT -Lt/in (AVERAGE) 4243 pal (AVE7UC 1012 ps( (AVERAGE) 40mrh SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI, FLORIDA 33122 araaornaw A112 NY. Ir KSCHITE11 • - 3 MIAMI -MADE COUNTY NIT AS SHOWN SCALE 8/15/01 01 -239 DRAWING No SHEET 1 OF 16 ,307' I II 181' p1.6 ICI TYP. I!ltll■ 079' AO TYPE 1 SLAT: EXTRUDED ALUMINUM SLAT 606J -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 2.000' ---{ .250' 1F TYPE 4 STORM BAR: 4" HEAVY EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 4.000' Ol HEADER TYPE 3: 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " 1150 J © TYPE 2 SLAT: EXTRUDED ALUMINUM BOTTOM SLAT 606J -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 2.000' 2000' --{ 0 ® TYPE 5 STORM BAR: EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 3/8" -16x4 1/2' SS. CAP SCREWS W/NUT 7 O 24' 0.C. STARTING AT 10' FROM 70P AND BOTTOM OF STORM BAR. TYPE 1 SIDE RAIL: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1" 188' © TYPE 1 STORM BAR: 2 " EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " 2.000' 2.000' 250' TYR 2.000' 188' • 3/8"-16x4 1/2' IS CAP SCREWS W/NUT / - O 24' 0.C. STARTING AT 10' FROM TOP AND BOTTOM OF STORM BAR. 250" IMP. © TYPE 6 STORM BAR: 4" HEAVY EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" .AUG 17 2001 2.000' .125' .125' TYPE 2 STORM BAR: 3" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" .125" 3.000 © /1 i1i INC . \ T7LLIT TESTING f ENGINEERING COMPANY 6387 AL 00 �1 2 — raft NR.7410 QO —MD .LfI ES- 0008719 WALTER A. 77WT Jr.. P. E FLORIDA Lk. 44167 HEADER TYPE 1: 0 HEADER TYPE 2: 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI. FLORIDA 33122 RIM Als 1 .125' TYPE 3 STORM BAR: 4" EXTRUDED STORM BAR 606J -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" morVnwr 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = I" .125' unasrRrr . 125' MIAMI —DADE COUNTY MU' AS SHOWN SCALE 8 /15 /01 04TE 01 -239 DRAWING No SHEET 2 OF 16 1000' .123' ® TYPE 1 MULLION: 4" EXTRUDED MULLION 6063 —T6 ALUMINUM ALLOY SCALE: 1/2' :12 h © BOX COMPONENTS AND ASSEMBLY DETAIL (SEE SHEET 3A OF 16 FOR ALTERNATE ROLL —UP SHUTTER LIF71NC MECHANISMS) 4.000' .250 FM. TYPE 2 MULLION: 5" EXTRUDED MULLION 6063 —T6 ALUMINUM ALLOY SCALE: 1/2' — 1 ' • TOP PROFILE 3005 —H28 ALLOY. BOTTOM LEADER W /PLUSH. REAR PROFILE 3005 —H2B ALLOY. BOTTOM PROFILE J005 —H28 ALLOY. COVER PROFILE J005 —H28 ALLOY. NYLON DISK: 4 1/4' 0. 0. ROLLING CUSHION W /BALLS. BOX SIDE BRACKET GIST ALUMINUM. RIBBON: 17/32' WIDE. SIDE RAIL SLAT. EXTRUDED ALUMINUM DRAWING HOOP. GALVANIZED STEEL DRUM: 1 9/16' 0. 0. x 0.032' Thk. RETAINING METAL PLATE: 26 Ga. CoIv. SN. AT EACH END. NYLON FERRULE: 1 17/32' 0. D. x 0.045' Thk. x 3 5/16' Long. NYLON FUNNEL SCREWS: 4 x 1/2' S. S. 45 CHAMFER STUB DETAIL (OPTIONAL) (N. T. s.) 4.000' 6063 —T6 ALUMINUM ALLOY SCALE: 1/2' - 1 ' .250' TYP. TYPE 3 MULLION: 6" EXTRUDED MULLION ® BOX SIDE BRACKET TYPES /1 iflZ INC . \ ncur TE5 1N0 t ENGINEERING COMPANY 6393 KW. J6t6. SL. St*. 217 - I 44 C.IIKIMR. n. 33166 P7ion.: (3073671 -1370. Fa.: (,147}671 -1371 EH- 0006719 WALTER A. TILLIT Jr., P. E. FLORIDA Uc. / 44167 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th AN MIAMI, FLORIDA 33 122 lent M. OAR MIAMI -0.40E COUNTY AS SHOWN SCALE 8/15/01 DATE - 01 -239 DRAWING No SHEET J OF 16 TYPE DRIVE ROLL -UP SHUTTER SYSTEM MOTORIZED ROLL -UP SHUTTER SYSTEM ALTERNATE ROLL-UP SHUTTER LIFTING MECHANISMS /1itEM. flLLIT TESTING & ENGINEERING COMPANY 6494 MI.. JO U& s7. ST.. I17 — WOW PIRRIE]V; ft 33166 Pnon.: (05071 -1330. Far : (333)871 -1371 EEO -0006719 WALTER A. 71LUT Jr.. P. E. FLORIDA Lie. 44167 HAND CRANK ROLL -UP SHUTTER SYSTEM 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 MW. 74711 Ave 6IIAAlI, FLORIDA JJ 122 M. w af5019 x94 NY. .1 ooc3aro+ MIAMI —D4DE COUNTY an' AS SHOWN SCALE 8/75/07 DATE 01 -239 DRAWING No SHEET J4 OF 16 MAX /MUM DESIGN LOAD w' (P. s. r.) SIDE RAIL JO WALL MOUNT INSIDE MOUNT BUILD —OUT MOUNT 80.0 OR LESS 6' 6" 6" 6' 6' 6' >80.0 TO 150.0 5 " 5" 6" 6" 6' 6" >150.0 TO 160.0 5" 5' 6' 6' 6" 6" ♦ MAXIMUM ANCHOR SPACING ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY _ THE FOLLOWING FACTORS (REDUCED SPACING OBTAINED USING FACTORS SHALL NOT BE LESS THAN 3 "): ACTUAL E. D. FACTOR 3" .86 2 1/2" .75 2" .50 SECTION P - P (1) : WALL MOUNT SCALE: 1/2 = 1' SIDE RAIL ANCHOR SCHEDULE MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING(in)* FOR SIDE RAILS CI) CONNECTION TO C. B. S. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) * MAXIMUM ANCHOR SPACING- (in.) AT SIDE RA /LS VERSUS EDGE DISTANCE = E. D. SECTION P - P (2) : INSIDE MOUNT SCALE: 1/2" - 1' /14 x 1'S M. S 06' 0. C. MASONRY P OURED CONCRETE SUBSTRATE LEGEND TAPCON ANCHORS (SEE 15 SHEET)ULE ON 1.500' .250' Max. • SECTION Q - 0 : MULLION MOUNT (FACE MOUNT) SECTION R - R : MULLION MOUNT (FACE MOUNT) SCALE 1/2' — 1' SCALE: 1/2" — 1" POURED CONCRETE OR CONCRETE BLOCK REQUIRED E. 0. SECTION P - P (3) : BUILD -OUT MOUNT SCALE: 1/2" = 1' 250' Max. OR /14 r 1' S M. S 0 6' 0. C. W -1 OR W -2 0 2' x 2' x 125' Cont. ALUMINUM ANGLE 1 'xJ'x 1/8 ; 2'xJ x 1/8' J'xJ'x 1/8' OR J'x4 x 1/8' CONT. BUILD -OUT TUBE. /14 x 1" S. M. S. 0 6' 0. C. E0 /F itEiZ3NC. \ TTLUT TESTING & ENGINEERING COMPANY 6U MK S6t . CAROM . Sew 217 - $VCIWI CAROM 1S .11166 Phan* (J1 )871 -isJo . ram : ()871 -1311 EB- 0006719 WALTER A. TILITT Jr.. P. E. FLORIDA Lic. 44167 2 /14 x 1' S M. S 06'0. C. R[r: AI .250 Max. /14 x 3/4' S. M. S 0 6' 0. C. SCALE: 1/2" W-1 OR W -2 OR DESCRIPTION .250'Max. mar - OR 5 0 2' x 2' x .125' Cont. ALUMINUM ANGLE SECTION R - R : MULLION MOUNT (INSIDE MOUNT) 40mm SLAT ROLL —UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Aro MGWI, FLORIDA 33 122 An: AY CrlNI11011 m/r 0 MIAMI —DADE COUNTY AS SHOWN SCALE 8/15/01 DATE 01 -239 DRAWING No SHEET 4 OF 16 ANCHOR & ANGLE SCHEDULE FOR ELEVATION !^ 1 DESIGN LOAD (pal) ANCHOR TYPE & QUANTITY ANGLE THICKNESS 72.0 OR LESS .. (6) 1/8' 160 OR LESS (4) 3/8' 0 x 2 1/4' POWERS BOLTS 1/4' a REQUIRED v CONCRETE' EXISTING GLASS m-- 2.000" -- (Min.) - (Min.) (Min.) / ././ /////// POURED CONCRETE J REQUIRED • 1.000' -7 SEE SCHEDULE ON SHEET 12 OF 16 1' x 2' x .125' Cont. Alum. ANGLE W/ CONCRETE ANCHORS 0 6' 0. C 3.000' Min. 4.500' Min. (BEYOND) /// O O O ®0RO EXISTING GLASS CEILING & FLOOR MOUNTING INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W /CONCRETE ANCHORS ( SEE SECTION Y FUR ANCHOR 71PE REQUIREMENT) SCALE : 1/4' - 1' SINGLE SPAN SECTIONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR et HEADERS. POURED CONCRETE REQUIRED /// u I-- -2.000' S 1 FOR TAPCON ANCHORS FOR CALK -IN ANCHORS OR POWERS BOLTS ANCHORS POURED CONCRETE J 01? CONCRETE BLOCK REQUIRED SECTIONS V - V S1 • --2' Min. WALL MOUNTING INSTALLATION W /FIXED STORM BARS W /CONCRETE ANCHORS SCALE : 1/4' - 1' I' x 2' x .125' Conf. Alum. ANGLE W/ CONCRETE ANCHORS 0.. 12' 0. C SECTION )O O Q SECTION S (BEYOND) O O .75050' a X 2' x 5' S Cont. x N. /THICKNESS ConALUMINUM NUM ANGLE W i i POIYERS BOLTS AT STORM BAR LOCATION, - - - REST 0 12" 0. C. (SEE SCHEDULE ON THIS SHEET) • 1 1/2' x / 1/2' x 125' x STORM BAR DEPTH Alum.. ANGLE EA. SIDE SCALE : 1/2' 1 1/2" x 1 1/2" x .125' x STORM EAR DEPTH Alum. ANGLE EA. SIDE = 1 FOR • INSTALLATION INTO CONCRETE USE (2) 1/4'0 TAPCON ANCHORS EA. SIDE FOR DESIGN LOADS UP TO 80 PSF., 54" MAX. SLAT SPAN & 96' MAX. STORM EAR SP /Iv d (2) J /B'OXJ" POWERS BOLTS EA. SIDE FOR GREATER LOADS AND SPAN CONDITIONS. FOR INTO HEADERS (i. )2) (d) OR (l, USE /14XJ /4 £M.S. EA. SIDE. OOO (2) / 14 x 3/4" S. M. S. EACH SIDE. S - S (FOR FIXED STORM BAR) (D® (2) 1/4' I -20 M. S. W/ 7/8' 0 x 3/32' WING NUT - S (FOR REMOVABLE STORM BAR) SCALE : 1/2" = 1' ** W/ 4' -O' Max. SLAT SPAN & 8•-O• MAX. STORM BAR SPAN I' §5 I \ AUG '17 2001 12.000' FOR INSTALLATION INTO CONCRETE USE (2) 1/4'0X7/8' CALK -IN • EA. SIDE FOR DESIGN LOADS UP TO 80 PSF., 54' MAX. SLAT SPAN & 96' MAX. STORM BAR SPAN, & (2) J /8'0X1 1/4' CALK -INS • EA. SIDE FOR GREATER DESIGN LOADS AND SPAN CONDITIONS. FOR INSTALLATIONS INTO HEADERS O. OR (7, USE (2) 11413/4' S.M.S. EA. 57 DE. 2 xJ'x.250' (FOR TYPE 1 STORM BAR), 2x4 x.250' (FOR TYPE 2 STORM BAR) OR 2 x5 x.250' (FOR TYPE J & 4 STORM BARS) Alum. ANGLE (4. SIDE x 6' HIGH 0/ (2) 3/8"0x2 1/4' POWERS BOLTS TO WALL AT CENTER OF ANGLE LEG & (4) /14x3/4' 7D STORM BAR. / CONCENT7IAT70N OF TAPCON ANCHORS / 0 4" 0. C. DR 3/8 x 2 1/4' OPTIONAL STORM BAR CONNECTION /1 itE3 NC .\ TILL IT TESTING t ENGINEERING COMPANY Q W S 14.W. J6 h. St. Sea 217 - WCOWI C A R O M fl. 331011 Phone : (J01871 -ISJO . fa.: (JW)d71 -1530 E8- 0008719 WALTER A. 11LLIT Jr., P. E. FLORIDA Lic. # 44167 • 1 1/2'x 1 I /2'x :125'3. 0' -4 1 2' ALUMINUM ANGLE W/ (2JJ /8' 0 x J' POWERS BOLTS EACH SIDE. EDGE OF (2) / 14 x 3/4' S. M. S. WALL EA. SIDE. SECTION SI - Si SCALE : 1/4' = 1" * 1/4' 0 - 20 OR 3/8' 0 - 16 MACHINE SCREWS USED JOINTLY W/ 1/4' 0 x 7/8' OR 3/8" 0 x 1 1/4' CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE T1ME STORM BARS ARE REMOVED. (SEE BET. A). DETAIL A SCALE : 1/2' = 1" ANCHOR 2.000' 4.000 .000' 4.000' 12.000' ELEVATION SCALE : 1/8" = 1' 1 1/2' x 1 1/2' x .125' x STORM BAR DEPTH Alum. ANGLE W/ (2) / 14 x 3/4" S. M. S. SIDE EA. LEG. 2' x 5' Mar. Cont. Alum. ANGLE (SEE SCHEDULE FOR THICKNESS) TAPCON ANCHORS 01? 3/8" I x 2 1/4" POWERS BOLTS 0 4" 0. C., REST 0 12' (SEE SCHEDULE FOR QUANTITY) 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI, FLORIDA 33122 3!X x. aOrx1I11W Ant 1 MACHINE SCREW FULLY EMBEDDED INTO ANCHOR @GO 12.000" ML4Ml -014DE COUNTY our AS SHOWN SCALE 8/15/01 LUTE 01 -239 DRAWING No SHEET .5 OF 16 ANCHOR & ANGLE SCHEDULE FOR ELEVATION DESIGN L0.40 (psi) ANCHOR TYPE & QUANTITY 72.0 OR LESS •• (6) 1/4" 0 TAPCONS 160 OR LESS (6) 3 /8 0 x 2 7/4' POWERS BOLTS POURED CONCRETE REQUIRED 7// EXISTING GLASS SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 OF 16 / / / //� POURED CONCRETE J REQUIRED 11-- 2000 " -- (Min.) (Min.) - - (Min.) S 000 J • 1' x 2" x .125' Cont. Alum. ANGLE W/ CONCRETE ANCHORS • 6' 0. C.' 3.000- min. 4.500' Min. (BEYOND) /// r ® //, EXISTING GLASS POURED CONCRETE REQUIRED SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 OF 16 P. n g. 2.000" ---- -2.000" (Min.) SI POURED CONCRETE — OR CONCRETE BLOCK REQUIRED SI FOR TAPCON ANCHORS 1 1 X FOR CALK -IN ANCHORS OR POWERS BOLTS ANCHORS CE/UNG & FLOOR MOUNTING INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W /CONCRETE ANCHORS - ( sEE SEC111QN � MR ANGG TYPE REQUIREMENT) SCALE : 1/4' • 1' SINGLE SPAN SECTIONS AND DETAILS SECTIONS V — V ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS. —2• Min.— , 1 0 0 0 0 0 0 " Minr 1' x 2' x .125' Cont. Alum. ANGLE W/ CONCRETE ANCHORS O 12' 0. C. /..• ,- -\ / / 1 I I / / 000 (BEYOND) OORO .750' • 2' x 5' (Max.) x 1/4" THICKNESS Cont. ALUMINUM ANGLE W/ CONCENTRATION OF TAPCON ANCHORS 04'0. C. ORJ /8 1/4" POWERS BOLTS AT STORM 84R LOCATION. REST 0 12' 0. C (SEE SCHEDULE ON THIS SHEET) WALL MOUNTING INSTALL4 TION W /FIXED STORM BARS W /CONCRETE ANCHORS SCALE : 1/4' - 1' 1 1/2' x 1 1/2' x 125' x STORM BAR DEPTH Alum. ANGLE EA. SIDE SECTION 5 - S (FOR FIXED STORM BAR) SCALE : 1/2' = 1 1 1/2" x 1 1/2' x -- .750 125' x STORM BAR DEPTH Alum. ANGLE EA. SIDE SECTION 5 - 5 (FOR REMOVABLE STORM BAR) SCALE : 1/2" = 1" * 1/4" 0 -20 OR 3/8" 0 -16 MACHINE SCREWS USED JOINTLY W/ 1/4" 0 x 7/8" OR J /8" 0 x 1 1/4" CALK-IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DET. A). DETAIL A SCALE : 1/2" = 1 " ANCHOR CI OR Fl MACHINE SCREW FULLY EMBEDDED INTO ANCHOR FOR INSTALLATION INTO CONCRETE USE (2) 1/4'0 TAPCON ANCHORS EA. SIDE FOR DESIGN LOADS UP TO 80 PSI; 54' MAX. SLAT SPAN & 96' MAX. STORM BAR SPAN. & .(2) J /8'0X3' POWERS BOLTS EACH SIDE FOR GREATER DESIGN LOADS AND SPAN CONDITIONS FOR INST 1A710N INTO HEADERS Q , e OR Q), USE (J) /14X3/4' S.M.S. EA SIDE. O f OR F l (J) / 14 x 3/4" S. N S. EACH SIDE. /1 7rIiINC. \ (2) 7/9" J 0 x 3/32 WING N TILLJT TEST7NQ & ENGINEERING COMPANY am KW. sm. SL. sea 217 - mom GARDEN. n .13168 Rion.: (30.7)671 -1530. Fa:: (XCIa 1 -1331 Ea- 0006719 WALTER A. TILL? Jr., P. E. FLORIDA Lic. 441 67 FOR INSTALLATION INTO CONCRETE USE (2) 1/4 CALK -IN • ANCHORS FA. SIDE FOR DESIGN LOADS UP TO 80 PSF., 54' MAX. SLAT SPAN & 96' MAX. STORM BAR SPAN. & (2) 3/8'0X1 1/4" CALK -INS • EA. SIDE FOR GREATER DESIGN LOADS AND W /MNt. SLAT SPAN OF Jr. F R �I STALLATIONS INTO HEADERS Gg © OR W. USE (J) /74X3/4 - S.M.S. EA. SIDE. 12.000 ** W/ 4' -0' Mox. SLAT SPAN & 8' -0" MAX. STORM 84R SPAN ELEVATION SCALE : 1/8" = 1" x EDGE OF (J)/ 14x4/4" WALL art NY. r• ! 1/21' x 1: 1 x'.125" x 0 -4 7/2 " ALUMINUM ANGLE W/ (2) 3/8" 0 x J POWERS BOLTS EACH SIDE S.M.S. E.A. SIDE SECTION SI . - 51 SCALE : 1/4' = 1" 1 1/2" x 1 1/2' x .125" x STORM BAR OEPTH Alum. ANGLE W/ (3) / 14 x 3/4' S M. S. EA. SIDE EA. LEG. 12.000 TAPCON ANCHORS OR 3/8" 0 x 2 1/4" POWERS BOLTS 0 4" O. C.. REST 0 12' (SEE SCHEDULE FOR QUANTITY) 40mm SLAT ROLL —UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI. FLORIDA JJ122 2' x 5' Max. Cont. Alum. ANGLE MIAMI - D4DE COUNTY an AS 511O1W4 SCALE 8/15/01 DATE 01 -239 DRAWING Na SHEET 54 OF 16 9 • • MEM ._. • 11 J 'M.. 11 r...- 1 POURED CONCRETE REQUIRED 7// EXISTING GLASS SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 OF 16 / / / //� POURED CONCRETE J REQUIRED 11-- 2000 " -- (Min.) (Min.) - - (Min.) S 000 J • 1' x 2" x .125' Cont. Alum. ANGLE W/ CONCRETE ANCHORS • 6' 0. C.' 3.000- min. 4.500' Min. (BEYOND) /// r ® //, EXISTING GLASS POURED CONCRETE REQUIRED SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 OF 16 P. n g. 2.000" ---- -2.000" (Min.) SI POURED CONCRETE — OR CONCRETE BLOCK REQUIRED SI FOR TAPCON ANCHORS 1 1 X FOR CALK -IN ANCHORS OR POWERS BOLTS ANCHORS CE/UNG & FLOOR MOUNTING INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W /CONCRETE ANCHORS - ( sEE SEC111QN � MR ANGG TYPE REQUIREMENT) SCALE : 1/4' • 1' SINGLE SPAN SECTIONS AND DETAILS SECTIONS V — V ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS. —2• Min.— , 1 0 0 0 0 0 0 " Minr 1' x 2' x .125' Cont. Alum. ANGLE W/ CONCRETE ANCHORS O 12' 0. C. /..• ,- -\ / / 1 I I / / 000 (BEYOND) OORO .750' • 2' x 5' (Max.) x 1/4" THICKNESS Cont. ALUMINUM ANGLE W/ CONCENTRATION OF TAPCON ANCHORS 04'0. C. ORJ /8 1/4" POWERS BOLTS AT STORM 84R LOCATION. REST 0 12' 0. C (SEE SCHEDULE ON THIS SHEET) WALL MOUNTING INSTALL4 TION W /FIXED STORM BARS W /CONCRETE ANCHORS SCALE : 1/4' - 1' 1 1/2' x 1 1/2' x 125' x STORM BAR DEPTH Alum. ANGLE EA. SIDE SECTION 5 - S (FOR FIXED STORM BAR) SCALE : 1/2' = 1 1 1/2" x 1 1/2' x -- .750 125' x STORM BAR DEPTH Alum. ANGLE EA. SIDE SECTION 5 - 5 (FOR REMOVABLE STORM BAR) SCALE : 1/2" = 1" * 1/4" 0 -20 OR 3/8" 0 -16 MACHINE SCREWS USED JOINTLY W/ 1/4" 0 x 7/8" OR J /8" 0 x 1 1/4" CALK-IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DET. A). DETAIL A SCALE : 1/2" = 1 " ANCHOR CI OR Fl MACHINE SCREW FULLY EMBEDDED INTO ANCHOR FOR INSTALLATION INTO CONCRETE USE (2) 1/4'0 TAPCON ANCHORS EA. SIDE FOR DESIGN LOADS UP TO 80 PSI; 54' MAX. SLAT SPAN & 96' MAX. STORM BAR SPAN. & .(2) J /8'0X3' POWERS BOLTS EACH SIDE FOR GREATER DESIGN LOADS AND SPAN CONDITIONS FOR INST 1A710N INTO HEADERS Q , e OR Q), USE (J) /14X3/4' S.M.S. EA SIDE. O f OR F l (J) / 14 x 3/4" S. N S. EACH SIDE. /1 7rIiINC. \ (2) 7/9" J 0 x 3/32 WING N TILLJT TEST7NQ & ENGINEERING COMPANY am KW. sm. SL. sea 217 - mom GARDEN. n .13168 Rion.: (30.7)671 -1530. Fa:: (XCIa 1 -1331 Ea- 0006719 WALTER A. TILL? Jr., P. E. FLORIDA Lic. 441 67 FOR INSTALLATION INTO CONCRETE USE (2) 1/4 CALK -IN • ANCHORS FA. SIDE FOR DESIGN LOADS UP TO 80 PSF., 54' MAX. SLAT SPAN & 96' MAX. STORM BAR SPAN. & (2) 3/8'0X1 1/4" CALK -INS • EA. SIDE FOR GREATER DESIGN LOADS AND W /MNt. SLAT SPAN OF Jr. F R �I STALLATIONS INTO HEADERS Gg © OR W. USE (J) /74X3/4 - S.M.S. EA. SIDE. 12.000 ** W/ 4' -0' Mox. SLAT SPAN & 8' -0" MAX. STORM 84R SPAN ELEVATION SCALE : 1/8" = 1" x EDGE OF (J)/ 14x4/4" WALL art NY. r• ! 1/21' x 1: 1 x'.125" x 0 -4 7/2 " ALUMINUM ANGLE W/ (2) 3/8" 0 x J POWERS BOLTS EACH SIDE S.M.S. E.A. SIDE SECTION SI . - 51 SCALE : 1/4' = 1" 1 1/2" x 1 1/2' x .125" x STORM BAR OEPTH Alum. ANGLE W/ (3) / 14 x 3/4' S M. S. EA. SIDE EA. LEG. 12.000 TAPCON ANCHORS OR 3/8" 0 x 2 1/4" POWERS BOLTS 0 4" O. C.. REST 0 12' (SEE SCHEDULE FOR QUANTITY) 40mm SLAT ROLL —UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI. FLORIDA JJ122 2' x 5' Max. Cont. Alum. ANGLE MIAMI - D4DE COUNTY an AS 511O1W4 SCALE 8/15/01 DATE 01 -239 DRAWING Na SHEET 54 OF 16 ANCHOR & ANGLE SCHEDULE FOR ELEVATION /^ DESIGN LOAD (psl) ANCHOR E ANGLE THICKNESS STORM BAR TYPE 70.0 OR LESS •• (6) 1/4" " TAPCONS 1/6• OC DO OE OF D 1 F1 a POURED CGVCRETE REQUIRED TOP SPRING'-L • r SYSTEM EXISTING GLASS SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 OF 16 PIASRC BUSHING • 1.000'- j— U n POURED CONCRETE J REQUIRED I-- 2.000" (Min.) S 2.000= (Min.) BOTTOM SPRUNG - LOADED SYSTEM IPA MP/ PLASTIC BUSHING • 1' r 2' x .125' Cont. Mum. ANGLE - W / CONCRETE ANCHORS • 6' 0. c'. s • a? TOP SPRING- LO40E0 SYSTEM (BEYOND) (BEYOND) 4.500' Min. O BOTTOM SPRING- L040ED SYSTEM CE/UNG & FLOOR MOUNTING INSTALLATION W/ REMOVABLE STORM BARS W /SPRING— LOADED SYSTEM * SCALE : 1/4' a 1 ' SECTIONS V — V O TOP SPRING - LOADED SYSTEM SEPARATION TO SEE SCHEDULE ON SHEET 12 OF 16 BOTTOM SPRING - LOADED SYSTEM POURED CONCRETE REQUIRED PLASTIC BUSHING • GLASS -mil r- -Z 000' (Mm.) 1-2000' (Min.) PLASTIC GUSHING • POURED CONCRETE J OR CONCRETE BLOCK REQUIRED • SEE SHEET 9 OF 16 FOR SPECS & DETNLS. 1' Min. 1 ' x 2' x I25' ConL Alum. ANGLE W/ CONCRETE ANCHORS 0 12' 0. C A O R TOP SPRING - LOADED SYSTEM (BEYOND (BEYOND) BOTTOM SPRING - LOADED SYSTEM 2' x 5' (Max.) x VARIABLE THICKNESS Cont. ALUMINUM ANGLE W/ CONCENTRATION CF TAPCON ANCHORS 04'O.C. ORJ /B "Ix21 /4' POWERS BOLTS AT STORM BAR LOCATION, REST 0 12' 0. C. (SEE SCHEDULE ON nos SHEET) WALL MOUNTING INSTALLATION W/ REMOVABLE STORM BARS W /SPRING — LOADED SYSTEM * SCALE : I /4' ' I' SECTION S — S : SINGLE STORM BAR SCALE' : 1/2' = 1 ' 12.000" --' ^12.000' --+- 4.000'- -4.000 ELEVATION SCALE : 1 /B' = 1' ** W/ 4' -0" Max. SLAT SPAN dr B' - MAX. STORM BAR SPAN /1itTI TILL? TESTING & ENGINEERING COMPANY 6593 MN. J81h SL, Slw 277 — WOW GROENX FL 11768 Mono : (305)871 -1310. Fax : (305)677 -1531 ES- 0006719 WALTER A. 77LLIT Jr., P. E. FLORIDA Lie. 44167 X MX No SPRING-LOADED SYSTEM • SECTION S — S : DOUBLE STORM BAR SCALE : 1/2' = 1' 2' x 5' Max. Cont. Alum. ANGLE (SEE SCHEDULE FOR THICKNESS) 4. 000 ' -+- 4.000' --4- 4.000' --l-- 12.000' TAPCON ANCHORS OR 3 /8" 4 x 2 1/4' POWERS BOLTS 0 4' 0. C., REST O 12' (SEE SCHEDULE FOR OUANTTTY) 12.000' 40mm SLAT ROLL —UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI, FLORIDA JJ122 arr MIAMI —LADE COUNTY AS SHOWN SCALE 8/15/0 DATE 01 -239 DRAWING No 2125 Cont. Alvin. 7UB1 .125' x (r -J• (mcnr.) ALUMINUM F TO BUILD -OUT TUBE /4' S.M.S. EA. LEG ANCHORS O I ?' 0. C. FULL LENGTH TO POURED CONCRETE POURED CONCRETE -� REWIRED DOOR OR WINDOW GLASS BUILD -OUT TUBE (BEYOND) POURED CONCRETE J OR CONCRETE BLOCK REWIRED 1 r W,/,W L NOTE: SINGLE SPAN SECIZONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS I • x 2 x .125' ConL Ahim. ANGLE W/ ` J' x 4(Min.) x .125' Cont. Alum. TUE /14 x J/4' SAS. 0 12•'a C TO TUBE W/ 2 x 2' x .125" x 0' -4' (Min.) / ALUMINUM ANGLE TO BUILD -OUT TUBE r/ J /14 x J /4' S.M.S. EA LEC & CONCRETE ANCHORS • 12' a C FULL LENGTH TO POURED CONCRETE (c) � ) `i) O or O1 (BEYOND) o 2' X 7" MAX. X .250' CONT. ALUMINUM ANGLE W/ I/4 "0 TAPCON ANCHORS 0 12" 0.C. W/ CONCENTRATION OF 4 - /8'0 X 2 1/4' POWERS BOLTS 0 4' 0.C. AT TYPE 1, Z J. d• 4 STORM 84R LOCATION (SEE ELEVATION X), AND W/ CONCENTRATION OF 6 -3 /8'0X2 1/4' POWERS BOLTS 0 4' 0.C. AT TYPE 5 & 6 STORM 84R LOCATIONS (SEE ELEVATION X). BUILD -OUT TUBE (BEYOND) f CASE / FIXED STORM BAR CONNECTION AT BUILD -OUT INSTALLATIONS W /SHEET METAL SCREWS SMILE : 1/4' SECTIONS V - V POURED REEQUIP u DOOR OR - WINDOW GLASS POURED CONCRETE OR CONCRETE BLOCK REQUIRED 2.000' Mr SEE SHEET 12 OF 16 FOR Min. SEPARATION 10 CLAS$ SJ CASE 0 0 0 i 1' x 2' x .125' Cont. Alum. ANCLE W/ /14 x 3 / 4 ' £ U . . 0 12' 0. C. 70 TUBE 4' X 6' MAX. X .250" CONT. ALUMINUM TUBE W/ 1/4'0 TAPCON ANCHORS 0 12' 0.C. W/ CONCENTRATION 11 OF 4 -3/8'/ X 2 1/4" POWERS BOLTS • 4 0.C. AT TYPE 1. 2. J, & 4 STORM 8AR LOCATION (SEE ELEVATION X). AND w/ CONCENTRATION OF 6 -J /8"/X2 1/4" POWERS BOLTS 0 4" 0.C. Ar TYPE 5 & 6 STORM BAR LOCATIONS. (SEE ELEVATION X). G) (H ) of ( ) 2" x J (M/n.) x 250' Cont. ALUMINUM ANCLE W/ CONCENTRATION OF 4 14 x 1 1 2 S M. S O 1 1/2" 0. G AT STORM BAR LOCATION, REST 0 12' 0. C. .750' j- .750' -! • 1 1/2' x 1 1/2' x .125" x STORM BAR DEPTH Alum. ANGLE EA. SIDE -.750'7.750' - FOR INSTALLATIONS INTO BE & HEADERS (G�� (h� OR (I USE (2)/14x3 S. M. S E. SIDE FOR DESIGN LOADS UP TO 80.0 oaf &(J) /14 x3/4" S. M. S. El SIDE FOR GREATER DESIGN LOADS. 4 -3/8'0 X 2 7/4' POWERS BOLTS 0 4' 0.C. AT TYPE 1, 2, 3, et 4 STORM BAR L0GT10N AND 6- 3/8 "IX2 1/4' POWERS BOLTS 0 4' O.C. AT TYPE 5 & 6 STORM BAR LOCATIONS 2' x 7' Max. x .250' Cont. ALUMINUM ANGLE (CASE I) • /1 TEEM. \ T7LLIT TESTING & ENGINEERING COMPANY 6593 KM. MA. St. St& 217 - 14179914 G41620454 F1 3J160 Aare : (306)87I -15X . Fax : (306)571 -1371 EB- 0006719 WALTER A TILLIT Jr., P. E. FLORIDA Lie. / 44167 RIM ft 2 (2) / 14 x 3/4' S M. S. FOR DESIGN LOAD UP TO 80.0 p.s.f. & (3) / 14 X 3/4' 5. M. S FOR DESIGN LOAD GREATER THAN 80.0 p.s.f. EACH SIDE. SECTION S3 - S3 SECTION S3 - S3 SCALE : 1/2' - 1' ELEVATION / X SCALE : 1/8' - 1' SINGLE : 1/2' - 1' `- (2) / 14 x 3/4' S. M. S. FOR DESIGN L0.4D UP TO 80.0 p.s.f. & (3) 1 14 X 3/4' S. M. S. FOR XSIGN L04D GREATER THAN 80.0 p.s./. EACH SIDE mnr `C )(E)or( _ - 1 x x 1 x 1?5' x STORM B BAR DEPTH Alum. ANGLE EA. SIDE DOGE Oor D 1 or F 1 WHEN APPLICABLE 1 1 /2 "x 1 3 2 "x .125 x STORM BAR DEPTH Alum. ANGLE W /(2)/ 14x3 /4 "S. M. 5 EA SIDE E4. LEG FOR DESIGN LOADS UPTO80.Opsf &(3)/14x 3/4' S. M. S. EA. SIDE EA. LEG FOR GREATER DESIGN LOADS. 12.000' 12. 000 " -4. 000' -- 14.000 " -- 1 -4.000' -1- 4.000' -1•-- 4.000 " - 12000" 4' x 6' x .250' Cont./ ALUMINUM TUBE (CASE U ONLY) 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave. MIAMI, FLORIDA 33122 MY. N. J FOR /NSTALIAITNS /NTO,IUBE & HEADERS (G . ©OR(LI USE (2) /14 x J /4' S M. S. El SIDE FOR • DESIGN LOADS UP TO 80.0 psf & (J) /14 x 3/4' S M. S EA. SIDE FOR GREATER DESIGN LOADS. or 0 12.000' MIAMI -DAADE COUNTY arr .45' SHOWN SCALE 8/15/01 LATE 01 -239 DRAWING He SHEET 7 OF 76 1 11 MI 1u"- ._will ••• _.is L L. 11.0..:. P11. C`J" J L )0C 1 1 )O � R 2125 Cont. Alvin. 7UB1 .125' x (r -J• (mcnr.) ALUMINUM F TO BUILD -OUT TUBE /4' S.M.S. EA. LEG ANCHORS O I ?' 0. C. FULL LENGTH TO POURED CONCRETE POURED CONCRETE -� REWIRED DOOR OR WINDOW GLASS BUILD -OUT TUBE (BEYOND) POURED CONCRETE J OR CONCRETE BLOCK REWIRED 1 r W,/,W L NOTE: SINGLE SPAN SECIZONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS I • x 2 x .125' ConL Ahim. ANGLE W/ ` J' x 4(Min.) x .125' Cont. Alum. TUE /14 x J/4' SAS. 0 12•'a C TO TUBE W/ 2 x 2' x .125" x 0' -4' (Min.) / ALUMINUM ANGLE TO BUILD -OUT TUBE r/ J /14 x J /4' S.M.S. EA LEC & CONCRETE ANCHORS • 12' a C FULL LENGTH TO POURED CONCRETE (c) � ) `i) O or O1 (BEYOND) o 2' X 7" MAX. X .250' CONT. ALUMINUM ANGLE W/ I/4 "0 TAPCON ANCHORS 0 12" 0.C. W/ CONCENTRATION OF 4 - /8'0 X 2 1/4' POWERS BOLTS 0 4' 0.C. AT TYPE 1, Z J. d• 4 STORM 84R LOCATION (SEE ELEVATION X), AND W/ CONCENTRATION OF 6 -3 /8'0X2 1/4' POWERS BOLTS 0 4' 0.C. AT TYPE 5 & 6 STORM 84R LOCATIONS (SEE ELEVATION X). BUILD -OUT TUBE (BEYOND) f CASE / FIXED STORM BAR CONNECTION AT BUILD -OUT INSTALLATIONS W /SHEET METAL SCREWS SMILE : 1/4' SECTIONS V - V POURED REEQUIP u DOOR OR - WINDOW GLASS POURED CONCRETE OR CONCRETE BLOCK REQUIRED 2.000' Mr SEE SHEET 12 OF 16 FOR Min. SEPARATION 10 CLAS$ SJ CASE 0 0 0 i 1' x 2' x .125' Cont. Alum. ANCLE W/ /14 x 3 / 4 ' £ U . . 0 12' 0. C. 70 TUBE 4' X 6' MAX. X .250" CONT. ALUMINUM TUBE W/ 1/4'0 TAPCON ANCHORS 0 12' 0.C. W/ CONCENTRATION 11 OF 4 -3/8'/ X 2 1/4" POWERS BOLTS • 4 0.C. AT TYPE 1. 2. J, & 4 STORM 8AR LOCATION (SEE ELEVATION X). AND w/ CONCENTRATION OF 6 -J /8"/X2 1/4" POWERS BOLTS 0 4" 0.C. Ar TYPE 5 & 6 STORM BAR LOCATIONS. (SEE ELEVATION X). G) (H ) of ( ) 2" x J (M/n.) x 250' Cont. ALUMINUM ANCLE W/ CONCENTRATION OF 4 14 x 1 1 2 S M. S O 1 1/2" 0. G AT STORM BAR LOCATION, REST 0 12' 0. C. .750' j- .750' -! • 1 1/2' x 1 1/2' x .125" x STORM BAR DEPTH Alum. ANGLE EA. SIDE -.750'7.750' - FOR INSTALLATIONS INTO BE & HEADERS (G�� (h� OR (I USE (2)/14x3 S. M. S E. SIDE FOR DESIGN LOADS UP TO 80.0 oaf &(J) /14 x3/4" S. M. S. El SIDE FOR GREATER DESIGN LOADS. 4 -3/8'0 X 2 7/4' POWERS BOLTS 0 4' 0.C. AT TYPE 1, 2, 3, et 4 STORM BAR L0GT10N AND 6- 3/8 "IX2 1/4' POWERS BOLTS 0 4' O.C. AT TYPE 5 & 6 STORM BAR LOCATIONS 2' x 7' Max. x .250' Cont. ALUMINUM ANGLE (CASE I) • /1 TEEM. \ T7LLIT TESTING & ENGINEERING COMPANY 6593 KM. MA. St. St& 217 - 14179914 G41620454 F1 3J160 Aare : (306)87I -15X . Fax : (306)571 -1371 EB- 0006719 WALTER A TILLIT Jr., P. E. FLORIDA Lie. / 44167 RIM ft 2 (2) / 14 x 3/4' S M. S. FOR DESIGN LOAD UP TO 80.0 p.s.f. & (3) / 14 X 3/4' 5. M. S FOR DESIGN LOAD GREATER THAN 80.0 p.s.f. EACH SIDE. SECTION S3 - S3 SECTION S3 - S3 SCALE : 1/2' - 1' ELEVATION / X SCALE : 1/8' - 1' SINGLE : 1/2' - 1' `- (2) / 14 x 3/4' S. M. S. FOR DESIGN L0.4D UP TO 80.0 p.s.f. & (3) 1 14 X 3/4' S. M. S. FOR XSIGN L04D GREATER THAN 80.0 p.s./. EACH SIDE mnr `C )(E)or( _ - 1 x x 1 x 1?5' x STORM B BAR DEPTH Alum. ANGLE EA. SIDE DOGE Oor D 1 or F 1 WHEN APPLICABLE 1 1 /2 "x 1 3 2 "x .125 x STORM BAR DEPTH Alum. ANGLE W /(2)/ 14x3 /4 "S. M. 5 EA SIDE E4. LEG FOR DESIGN LOADS UPTO80.Opsf &(3)/14x 3/4' S. M. S. EA. SIDE EA. LEG FOR GREATER DESIGN LOADS. 12.000' 12. 000 " -4. 000' -- 14.000 " -- 1 -4.000' -1- 4.000' -1•-- 4.000 " - 12000" 4' x 6' x .250' Cont./ ALUMINUM TUBE (CASE U ONLY) 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave. MIAMI, FLORIDA 33122 MY. N. J FOR /NSTALIAITNS /NTO,IUBE & HEADERS (G . ©OR(LI USE (2) /14 x J /4' S M. S. El SIDE FOR • DESIGN LOADS UP TO 80.0 psf & (J) /14 x 3/4' S M. S EA. SIDE FOR GREATER DESIGN LOADS. or 0 12.000' MIAMI -DAADE COUNTY arr .45' SHOWN SCALE 8/15/01 LATE 01 -239 DRAWING He SHEET 7 OF 76 J ' x J' (Mox.) r125 Cont. Alum TUBE W/ 2' x 2' x .125' x O -J' (Mar.) ALUMINUM ANGLE TO BUILD-OUT TUBE W/ 3 114 x 3/4' S.M.S EA LEG & CONCRETE ANCHORS 0 12' O. C. FULL LENGTH TO POURED CONCRETE' POURED CONCRETE --� REQUIRE' 11 titanic II CLASS II II II - 2.000' Min. II BUILD -OUT TUBE-I-- (BEYOND) /1"/ POURED CONCRETE 0R CONCRETE BLOCK REWIRED SEE SHEET 12 OF 16 FOR Mil. SEPARATION 70 GLASS. CASE l 1' x 2' • .125' Cont. N ANGLE W/ : J' x 4(Min.) x .125' Cont. Num. TUI /14 x 3/4' Sus 0 12' 0. C. 10 TUBE : ' W/ 2' x 2' x .125' x 0 ryrn.) ALUMINUM ANGLE TO BUILD -OUT TUBE r/ J/ 14 x 3/4" S.M.S. EA LEG & CONCRETE ANCHORS 0 12' O. C. FULL LENGTH TO POURED CONCRETE TOP SPRING - LOADED SYSTEM (BEYOND) SCALE :. 1/4' - 1' SECTIONS V - V O 0 (BEYOND) BOTTOM SPRING- LOADED SYSTEM 2' X 7' MAX. X .250' CONT. ALUMINUM ANGLE W/ 1/4'0 TAPCON ANCHORS 0 12' O.C. W/ CONCENTRATION OF 4 -3/8'0 X 2 7/4' POKERS BOLTS 0 4 0.C. AT TYPE 1, Z J, & 4 STORM BAR LOCATION (SEE ELEVATION X), AND W/ CONCENTRATION OF 6 -J /8'0X2 1/4' POWERS BOLTS 0 4' 0.C. AT TYPE 5 & 6 STORM BAR LOCATIONS (SEE ELEVATION X). 0 or POURED CONCRETE REQUIRED \ EXISTING GLASS - 1 1 rH /1// /// / POURED CONCRETE OR CONCRETE BLOCK REQUIRED BUILD -OUT TUBE (BEYOND) • SEE SHEET 9 OF 16 FOR SPECS. & DETAILS. SEE SHEET 12 OF 16 FOR tin. SEPARATION 2.000' 18n. CASE /I REMOVABLE STORM BAR CONNECTION AT BUILD -OUT INSTALLATIONS W /SPRING- LOADED SYSTEM * f' x 2' x .125' Cont. Alum. ANGLE W/ /74 r 3/4' SM.S 0 12 0. G 70 TUBE SJ j n a �i N-�� 1 al (BEYOND) 4' X 6' MAX X .250' CONT. ALUMINUM ruff W/ 7/4 TAPCON ANCHORS 0 12' 0.C. w/ CONCENTRATION OF 4 -3/8'0 X 2 1/4' POWERS BOLTS 0 4' 0G . AT TYPE 1. 2, & 4 STORM BAR LOCATION (SEE ELEVATION X). ANO W/ CONCENTRATION OF 6 -3 /8'0X2 1/4' POWERS BOLTS 0 4' 0.C. AT TYPE 5 & 6 STORM BAR LOCATIONS (SEE ELEVATION X). (BEYOND) BOTTOM SPRING -LOADED SYSTEM O TOP SPRING - LOADED 5)51571 O 0 O F1 2' x J' (Min.) x .250' Cont. ALUMINUM ANGLE W/ CONCENTRATION OF 4 if 14 x 1 1,/2' S M. S. O 1 1/2' 0. C. AT STORM BAR LOCADON. REST 0 12' 0. C. /l irEThZ . \ 11LLIT TE377NG & ENGINEERING COMPANY 0.793 MW. 361*. SL STD. 217 - WOW ft 33766 "ono : (.107)821 -1510. rag : exeMor - 1531 EB- 0006779 WALTER .4. TILLIT Jr. P. E. FLORIDA Lic. 44167 SECTION S - S : SINGLE STORM BAR SCALE : 1/2' = 1' 2' x 7' Max. x .250' Cont. - ALUMINUM ANGLE (CASE I) 4 -J /8'I X 2 7/4' POWERS BOLTS 0 4' 0.C. AT TYPE 1, 2, J & 4 STORM BAR LOCATION ANO 8 -3 /8'0X2 1/4' POWERS BOLTS 0 4' 0.0 AT TYPE 5 & 6 STORM BAR LOCATIONS 0 n 4' x 6' x .250' Cont. ALUMINUM TUBE (CASE /I ONLY) r 1H71. N. 2 SPRING-LOADED SYSTEM • 12.000' --T- 12.000' -i-4. 000' -a-f4. 000' -4- 4.000' --- 4.000'- -I- 4.000' --I- 12.000' ELEVATION/X\ SCALE : 7/8' - 1' SECTION S - S : DOUBLE STORM BAR SCALE : 1/2' = 1' CO) or AS APPLICABLE 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI. FLORIDA 33122 & NT ■1: N. 2 �O L 1 �--_ 12.000' MIAMI - LOADE COUNTY AS SHOWN SCALE 8/75/01 DATE 01 -239 DRAWING No SHEE7 8 OF 16 X, Y DIMENSIONS FOR A GIVEN TYPE OF STORM BAR STORM BAR TYPE I x .,) tyro) (C) I 1 19 /,M' I Mar . (0) 1 23 /12' 2 23/32 (£) 1 2J /J2' J 2J/17' `F) i 1 15 /J2' J I5/32' p� 1 2J /J2' 2 2J/32' (a ; 7 15 /J2' J 15/32' BOTTOM OF HEADER • OR cONCRE7F SLAB i TOP OF STORM BAR--1 TOP SPRING - LOADED SYSTEM TYP. J/8"-16x4 1/2" S.S. CAP SCREWS W NUT 0 D ONLY FOR & E E SPACING & LOCATION STORM BARS ON SHEET 2 OF 16). BOTTOM SPRING - LOADED SYSTEM .J75" Zli 1 I =P 11=P r T 'r T I b d I 1 11 I I 750'- 1 - . 750" -.750 STORM BARS I DEPTH L 1 - .750'- 4 -J /16'/x1/2" ALUMINUM l--BUTTON HEAD RNETS AT EACH SIDE OF STORM BAR { TYPICAL CONNECTION TO STORM BARS (SIDE VIEW) SCALE :: 1/2" = 1" 4 -J /18'01x1/2" ALUMINUM BUTTON HEAD RIVETS AT EACH SIDE OF STORM BAR STORM cos ® ® x SEE SCHEDULE FRONT _ POLYETHYLENE BLOCK /8x1/2 - VAS 9/16 .D.xJ /16' PITCH W /1/16 "I WIRE GALV. STEEL SPRING. POLYETHYLENE BLOCK b 2 -J /8 "0x9' ALUM. BAR (6061 -76 ALLOY). .375' .375 P 9 TOP SPRING— LOADED SYSTEM SCALE: 1/2" = 1" d .375 "-I----1 TY ! Y SEE SCHEDULE SIDE VIEW . .375' TYp ra m • /8x1 /2" S.M.S. TRUSS HEAD W /PHILLIPS SLOTTED HEAD FRONT BOTTOM TYPICAL SPRING- LOADED SYSTEM FOR REMOVABLE STORM BARS AS AL TERNA TE TO THE USE OF CALK -IN ANCHORS 2- J/8 ALUM. BAR (6061 - 76) ALLOY. e S C A L E : 1 " = 1 " — 0+1 /18' --- IL EC O INC. Y SEF SCHEDULE .375 / 4- J /16 - 0 POP .J75' IMP. SIDE VIEW SPRING— LOADED SYSTEM SCALE: 1/2" = 1" PLASTIC BUSHING • .1 • a TTLLIT TESTING & ENGINEERING COMPANY 0.593 ILIA. JIM. R. Sla 217 - wow GARDENS 11 .73100 "on" : (X5)1171 -1530 . Far : 027)071 -1531 EB- 00087/9 WALTER A TTLLIT Jr., P. E. FLORIDA Lic. 44167 OF STORM BAR \ \EXISTING CONCREETE ENGAGEMENT HOLE DETAIL ON CONCRETE) FOR .REMOVABLE SPRING- LOADED STORM BARS NOTES: (1) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE 5/8"10x1" DEEP, W /1/16" MAX. TOLERANCE IN BOTH DIAMETER & DEPTH. (2) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE PERMANENTLY PROTECTED BY FITTING PLASTIC BUSHING (SEE DETAIL 1) INTO HOLE. IT SHALL BE THE RESPONSIBILITY OF SHUTTER'S OWNER TO PERMANENTLY KEEP BUSHING FREE OF OUST & MOLD BY REMOVING IT FROM ENGAGEMENT HOLE, CLEANING IT AND REPOSITIONING IT INTO HOLE AS INDICATED ON ABOVE DETAIL. /Ex w ti SIDE PLASTIC BUSHING: DETAIL 1(ISOMETR/C) 40mm SLAT ROLL —UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th AN MAMA, FLORIDA J3122 • an are. w — 1 SCALE: 1" = 1" a1r MIAMI -DAOE COUNTY AS SHOWN SCALE 8/15/01 DATE 01 -239 DRAWING Ho II; SHEET 9 OF 16 f 1/2' x 1 1 2 x .125' x MULLON DEPTH Alum. ANGLE (EACH 90E) w/ (2) 3/8' x 4' POWERS BOLTS TO SLAB (7)p. TDP & BOTTOM) 00 1.000' 1.000' POURED CONCRETE REQUIRED .7' x 3' x 3 /8' x 0' -2' 8081- . ANGLE FOR SINGLE MULTIPLE SPANS W/ . MU110NS DOOR CRJ & 3' x 3' x 3J//6' • 0 - TG ANGLE FOR WINDOW GLASS SINGLE dr M ULIFiE SPANS FOR . W/ (1) I/7' I THRU BOLT TO MULCH THRU RAIL AT SINGLE SPANS 2 I I THRU BOLTS AT MULTIPLE SPANS USE 7/88' D.7 AT BOLLS 0/4 OR R 4 0 4 GR R/4 WALL MOUNTING : SECTION W - (3) • ® SOLE: 1/8'- I' OO ' (2) J/6' I THRU BGLTS FOR UP TO 150 pal DESIGN LEND & (3) 3/8' 0 17 (I BOLTS FOR GREATER LEADS O O O (7)p. TOP & B01T00 ) .000 .500' Min. FLOOR/CEILING MOUNTING : SECTION W -W (1), W/O HEADER SECTION W -W (2), W /HEADER SCALE : 1/8' - 1' // 0 ELEVATION/\ SCALE : 1/8' - 1' l' x 2' It .125' CALM. AUAINUM ANUS W/GPCON ANCHORS 6 a C 0 EYRO (ONLY FOR W -11(2)) • 1 x ,(,jj0[[)4' S M. S IV& S. FOR �10 /14x3/4' PYXIRED CONCRETE REQUIRED POURED CONCRETE 11EOLfRED NOTE : THIS INSTALLATION IS ONLY 44980 FOR STORM BARS WITH Max. SPAN - 8' -0 ; HEADERS WAH 12 -0' Max. SINGLE SPAN dr 80 pal MAXMUII DESIGN La40 OR MI? STORM BARS WITH W.Y. SPAN -6' -0 ,. HEAOENS W M 15 -0' MAX. SINGLE SPAN & 80 p.a.l. MAXIMUM DESIGN LOAD. ELEVATION SCALE : 1/8' 1'x 2'x .123' Cant. ALUINIUM AMRE W/TAiCYi4 ANCHORS • 12' 0. G SECT IONS W -W 0 OR O 2' x 4' x / 4' a 0 ANGLE CONWCTED TD NOEL (3 ANCHORS ) A 7/2' J' x 3' x 3/8' x 0' -2' 8081 -T8 Nan. AWOL W/ 4 /14 x ,y4• S M. S TO HEIOER & 1/2 I x x 4 3/4' POWERS BOLT ANCHOR TO 1Wal. O O OR (alEN0E0 PASSED OPENING) 8.000' .500' .300' .L500'7-1500' (2) 2' x 4 • x 1/4 • x 0' -8 Alum. ANGLE W/ (4) 1/4' I THRU BOLT TO HEADER Or (J) 3/8' I x 2 1/4' POWERS BOLTS TO WALL EACH ANGLE W/ 1 1/2' Min. PENETRATION. TYPICAL HEADER CONNECTION AT ENDS: POURED CONCRETE REOU/RED WALL MOUNTING : SECTION W -W(3) ELEVATION SCALE : 1/8' - 1' 1 -.500' 1.750' 750' SCALE : 1/8' J BEYOND C O OR O 2' x 4' x 1� 4' x 0' -B' Alum. ANGLE W/ (4) 1/4' I THRU BOLT TD HEADER & (3) .3/8' 0 x 2 1/4' POWERS BOLTS TO N14LL. USE 2' x 7 x 1/4' Alum. ANGLES FOR CASES W/ J' BUILD -OUT TUBE. 2' r 2' x 1 4' x 0' -6' Alum. ANGLE Ell SLOE W/ (2) 3/8' I x 2 1/4' POWERS BOLTS TO WALL & (2) J/8' I THRU BOLTS TO MULLION. SEE NOTE 1 2' x 2' x / 4' x 0' -6' Alum. ANGLE EA. SIDE W/ (2) 3/8' I x 2 1/4' POWERS BOLTS TO WALL & (2) 3/8' THRU BOLTS TO MULLION. /1 TEM . \ 77LLlT TES77NO & ENGINEERING COMPANY 6598 Nw. J6th SL. 9!D. 217 - 711171717421 GARDENS R 53166 Rona : 005)871-1530 Fax : 7)871 - 1531 EB- 0006719 WALTER A. 71LL1T Jr.. P. E FLORIDA Lie. / 44167 2' x MULLION'S 013 x 1/8' Cont. ALUMINUM 7UBE W/ 2' x 2' x 1/8' x 0' -2' ALUMINUM AN(2E To MULLION w/ .T /14x3 /4'S. M. S. EA. LEG POURED CONCRETE REQUIRED • DOOR OR WINDOW GLASS - - - 1 = = =J WALL MOUNTING : MULL /ON CONNECTION AT TOP & BOTTOM : SECTION W -W (1) SCALE : 1/8' - 1' NOTE 1 : EXISTING WALL MAY BE POURED CONCRETE OR CONCRETE BLOCK FOR DESIGN LOADS UP TO /50.0 prl AND SHALL BE POURED CONCRETE OR CONCRETE FILLED BLOCKS FOR GREATER LOADS 1 ' x 2' x 1/8' Cont. ALUMINUM ANGLE W , 14 x J /4'SM.S.O 12" O HEADER STORY EWA ALLOWED. BN & UST SPLIT ROLL LP MULLCNS t TRICKS W/ FACE MOLNT. O 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI, FLORIDA 33122 oessnox R1: No a DESCRIPTION Ma RY. lb J MIAMI —DADE COUNTY ALIT AS SHOWN SCALE 8/75/01 GATE 01 -239 DRAWING No SHEET 10 OF 1 WOOD HEADER REQUIRED EXISTING WINDOW VARIES, SEE TABLE 1 ON SHEET 12 OF 16 FOR Min. SEPARATION /GLASS FOR INSTALLATIONS WITHIN 30 /GRADE MEASURED AT BOTTOM OF SHUTTER 2x4" CONT. SILL PLATE REQUIRED N. T. S. 1/4" 0 x 4" LONG LAC SCREW 0 Ea. STUD x 2' x 1/8' Cont. Alum. ANGLE (6063 —T6 ALLOY) J 1' x 2" x .125" Cont. Alum. ANGLE (606J —T6 ALLOY) 1/4" 0 x 4' LAG SCREWS 0 12' 0.C. O MIDWIDTH OF PLATE W000 STUD O 24" O. C. MAX REQUIRED WALL MOUNTING INSTALLATION - SINGLE SPAN CONDITION .MI11111111 11111111114....•.•... 1 SCALE : 3/8" = 1" , PLAN B (SECTION) INSIDE MOUNT EQ E PLAN A (SECTION) - WALL MOUNT SCALE : 3/8' — 1" 2" x 4" WOOD STUDS REQUIRED O CORNER (TYPICAL) � 5 0' ox. 2' x 2" x .125' Cont. Alum. TUBE (6063 —T6 ALLOY) /14" x 3/4" S. M. S. 0 6" 0. C. 1/4" 0 x 4" LONG LAG SCREWS O 6' 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING W000 STUD. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LCAOS UP TO 75.0 psf. 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER TO BE SOUTHERN PINE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 3. MINIMUM PENETRATION OF LAG SCREWS INTO W000 MEMBER TO BE 1 1/2' 2' x 4" WOOD STUDS REQUIRED 0 CORNER (TYPICAL) _ \111■1101101M11111=1010■■_____` 1/4' 0 x 4" LONG LAC SCREWS 0 6' 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD STUD. / 14 x 3/4" S. M. S. 0 6' 0. C. /l i[11Z3 .NC. \ TILLIT TESTING t ENWNEERINQ COMPANY OM ANC J61A. St. 51. 217 - WOW GARDENS FL 37166 Prat • (307)671 -1630. Far • (366)671 -1631 EB- 0008719 WALTER A TILL? Jr., P. E. FLORIDA Lie. / 44167 PLAN C (SECTION) BUILD -OUT SCALE: 3/8" = 1" 2" x 4" STUDS 2' x 4' WOOD STUDS REQUIRED 0 CORNER (TYPICAL) 1/4" 0 x 4" LONG LAG SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD STUD. 1 "x3 "xl /8 ", 2x3x1/8 � 3x3 "x1 /8" OR 3'x4 "x1 /8" CONT. BUILD —OUT TUBE. 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI. FLORIDA 33122 1 as MY. No • 1 MIAMI —DADE COUNTY 611! AS SHOWN SCALE 8/15/01 LUTE 01 -239 DRAWING No SHEET 11 OF 16 SLAT TYPE Mex. DESIGN LOAD W (p.s.f.) MAXIMUM SLAT SPAN MINIMUM SEPARATION TO GLASS SINGLE & MULTIPLE UNIT • SINGLE & MULTIPLE UNIT •• SINGLE & MULTIPLE UNIT ••• 40.0 4' - 0" 2 7/8" 2 5/8" 45.0 3' -10" 2 7/8" 2 5/8" 50.0 J' -9" 2 7/8" 2 5/8" 55.0 J' -7" 2 7/8" 2 5/8' 60.0 3' -6" 2 7/8" 2 5/8" 65.0 3' -5' 2 7/8" 2 5/8" 70.0 3' -4" 2 7/8" 2 5/8" 75.0 3' -3' 2 7/8" 2 5/8" 80.0 3' -2" 2 7/8" 2 5/8" 85.0 3' -1' 2 7/8" 2 5/8" 90.0 3' -1' 2 7/8" 2 5/8" 95.0 3' -0' 2 7/8" .2 5/8" 100.0 2' -11" 2 7/8" 2 5/8" 105.0 2' -11" 2 7/8" 2 5/8" 110.0 2' -10" 2 7/8" 2 5/8" 115.0 2' -10" 2 7/8" 2 5/8" 120.0 2' -9' 2 7/8" 2 5/8" 125.0 2' -9" 2 7/8" 2 5/8" 130.0 2' -8" 2 7/8" 2 5/8" 135.0 2' -8" 2 7/8" 2 5/8" 140.0 2' -7" 2 7/8" 2 5/8" 145.0 2' -7" 2 7/8" 2 5/8" 150.0 2' -7" 2 7/8" 2 5/8" 155.0 1' -6" 2 7/8' 2 5/8' 160.0 2' -6' 2 7/8" 2 5/8" SLAT SPAN (ft.) MINIMUM SEPARATION TO GLASS 48" OR LESS 2 7/8" SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING ' W ' (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN 'L' FOR TYPE 1 SLAT (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) . • •• AUG 7 Zpni L --j C SINGLE SPAN TABLE 1: C SPAN LAYOUT /1 T1i .NC.\ TRW TESTING & ENGINEERING COMPANY 6360 ma JOM. 3Y.. STS. 217 - Norm worn fl 33166 Mans : (305)671 -1510 f6.: (]0.7)671 -15.11 E8- 0006719 WALTER A. ALL T Jr., P. E. FLORIDA tic. 4 44167 L ❑ ❑ a ❑ ❑ o L - -i C 0 ❑ ❑ ❑ 3 F----L---1 C o 3 MULTIPLE SPAN • SPANS VALID FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM BACK OF SLAT TO CLASS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO CLASS FOR SHUTTERS INSTALLED ABOVE 30'-0 - ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Aw MAMI, FLORIDA 3.3122 • Ions w" r Oo101/IOI MIT MY. Ib 00011011 MIAMI -DADE COUNTY AS SHOWN SCALE 8/15/01 DATE 01 -239 ORAWTNO No SHEET 12 OF 16 MAXIMUM DESIGN LOAD IN _ (p.s.I.) TYPE I STORM BAR 2' x 2' x .188' fYPE 2 STORM BAR 2" x 3" x .125" TYPE J STORM BAR 2' x 4" x .125' STORM BAR SPACING • STORM BAR SPACING STORM BM SPACING • 3' -0" J' TO 4' S J' -0" 3' TO 4' S J' -0' 3' TO 4' 40 6' -0" 6' -0" 8' -0" 8' -0' 10' -0" 9' -6" 45 6' -0' 6' -0" 8' -0" 7' -9" 10' -0' 9' -3" 50 6' -0" 6' -0" 8' -0" 7' -7" 9' -8" 9' -0" 55 6' -0" 6' -0" 7' -11 ' 7' -5" 9' -6" 8' -10" 60 6' -0" 6' -0" 7' -9" 7' -3" 9' -3" 8' -7' 65 6' -0" 6' -0" 7' -7" 7'-1" 9' -1 " 8' -5" 70 6' -0" 5.- 7' -6" 6' -10" 8'-11" 8' -3' 75 6' -0" 5' -9" 7' -4" 6' -7" 8' -9" 8'-1" 80 6' -0" 5' -7" 7' -3" 6' -5' 8' -7" 7' -10" 85 6' -0" 5' -5" 7'-1" 6' -2" 8' -6" 7' -7' 90 5'-11" 5' -3" 6'-11" 6' -0" 8' -4" 7' -5" 95 5' -10' 5' -2" 6' -9" 5' -10" 8' -3" 7' -2" 100 5' -9" 5' -0" 6' -7" 5' -9" 8' -1 " 7' -0" 105 5' -8' 4'-11" 6' -5" 5' -7" 7'-11" 6' -10" 110 5' -6" 4'—g" 6' -3" 5' -5" 7' -8" 6' -8" 115 5' -5' 4' -8" 6' -2" 5' -4" 7' -6' 6' -6" 120 5' -3" 4' -7" 6' -0' 5' -3" 7' -5" 6' -5" 125 5' -2" 4' -6" 5'-11" .5'-1" 7' -3" 6' -3" 130 5'-1 4' -5" 5'_6^ 5' -0' 7'-1" 6' -2" 135 5' -0" 4' -4" 5' -8" 4'-11" 6'-11" 6' -0" 140 4'-11' 4' -3" 5' -7" 4' -10" 6'— l0" 5'-11" 145 4' —l0" 4' -2" 5' -6" 4' -9" 6' -9" 5' -10" 150 4' -9" 4'-1" 5' -5" 4' -8" 6' -7" 5' -9" 155 4' -8" 4' -0" 5' -4' 4' -7" 6' -6" 5' -7" 160 4' -7" X-11" 5'—j" 4' -6' 6' -5" 5' -6" MAXIMUM DESIGN LOAD V" 03. S. f.) TYPE I STORM BAR 2' x 2" x .188" TYPE 2 STORM BAR 2" x 3' x .125" TYPE 3 STORM BAR 2' x 4' x .125' STORM BAR SPACING STORM 847 SPACING . STORM a4R SPAC2MG A; 3' - 0" 3' TO 4' S 3' -0" 3' TO 4' 4' 3' -0" 3' TO 4' 40 4' -5" 3' -4" 8' -0" 6' -0" 10' -0' 7' -9" 45 X-11" 3' -0" 7' -1 " 5' -4" 9' -2" 6' -11 50 J' -7" 2' -8" 6 4' -10" 8' -3" 6' -2" 55 3' -3" 2' -5" 5' -10" 4' -4" 7' -6" 5' -8" 60 3'-0 2'-3" 5' -4" 4' -0" 6'-11' 5' -2" 65 2' -9" 2'-1" 4' -11' J' -8" 6' -4' 4'—g" 70 2' -6' 1 ' -1 1 " 4' -7" 3' -5" 5'-11' 4' -5" 75 2' -4" 1' -9" 4' -3" 3' -2" 5' -6" 4' -1" STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) MAX. SPAN FOR STORM BARS W /REGULAR CONCRETE ANCHORS MAX. SPAN FOR STORM BARS W /SPRING- LOADED SYSTEM * STORM BAR SPACING SHALL' BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. /1 i1i NC \ . WELT TESTING & ENGINEERING COMPANY e3D3 gig .18th. St. Ste. 217 — WPM CAR001; R 23166 wee..: (X)871 —i570 . rag : 00 -153 E8- 0008779 WALTER A 7TWT Jr.. P. E. fLOR/0A Lic. / 44167 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 740, Ave MLAMI, FLORIDA 33122 • afr NV. Mr J 4 MIAMI —DADE COUNTY SW= AS SHOWN SCALE 8/15/01 DATE 01 -239 DRAWING No SHEET 1J OF 16 MAXIMUM DESIGN LOAD "W' (p.s.f.) TYPE 4 STORM BAR 2' x 4' x .250' TYPE 5 STORM BAR (2) 2' x J" x .125' TYPE 6 STORM 84R (2) 2' x 4" x .250' STORM BAR SPACING STORM BAR SPACING STORM BAR SPACING • 4 3' -0" 3' TO 4' .t 3' -0' 3' TO 4' 4 3' - 0" 3' TO 4' 40 11'-10" 11'-0" 10' -3" 9' -6" 14'-1' 13' -1 " 45 11'-6" 10' —e" 9'-11" 9' -3" 13' -8" 12' -9" 50 11' -2" 10' -5" 9' -8" 9' -0" 13' -4" 12' -5" 55 10'-11" 10' -2" 9' -5' 8' -9" 13' -0" 12' -1 " 60 10' -8" 10' -0" 9' -3" 8' -7" 12' -9" 11' -10" 65 10' -6" 9' -9" 9' -1 " 8' -5" 12' -6" 11'-7" 70 10' -4" 9' -7" 8' -11 ' 8' -3" 12' -3" 11 75 10'-1" 9' -5" 8' -9" EP—I" 12' -0" 11' -2" 80 9'-11" 9' -3" 8' -7" 8' -0" 11'-10" 11'-0" 85 9' -10" 9' -2" 8' -5" 7' -10' 11' -8" 10' -10" 90 9' -8" 9' —O" 8' -4" 7' -9" 11' -6" 10' -8" 95 9' -6" 8' -10" 8' -3" 7' -8" 11'-4 " 10' -7" 100 9' -5' 8' -9" 8 7' -7" 1 1 ' -2" 10' -5" 105 9' -4" 8' -8" 8' -0" 7' -6" 11'-1" 10' -4" 110 9' -2" 8' -7" r-11" 7'_5" 10' -1 1" 10' -2" 115 9'-1" 8' -6" 7' -10' 7' -4" 10' -10" 10'-1" 120 9' -0" 8' -4" 7' -9" 7' -3" 10' -8" 9 125 8' -11 " 8' -3" 7' -8" 7' -2" 10' -7" 9' -10" 130 8' -10" 8' -2" 7' -7" 7' -1 " 10' -6" 9' -9" 135 8' -9" 8' -0" 7' -6" 6' -11 • 10' -5" 9' -8" 140 8' -8" 7' -10" 7' -6" 6' -10" 10' -4" 9' -7' 145 8' -7" 7' -8" 7' -5" 6' -8" 10' -2" 9' -6" 150 8' -6" 7' -7" 7' -4" 6' -7" 10' -1" 9' -5" 155 8' -5" 7' -5" 7' -3' 6' -6" 10` -0" 9' -4" 160 8' -4" 7' -4" 7'r,3" 6' -5" 9' -11' 9' -3" MAXIMUM DESIGN LOAD 'W (p.s.f.) TYPE 4 STORM BAR 2" x 4' x .250" TYPE 3 STORM BAR (2) 2" x 3' x .125" TYPE 6 STORM BAR (2) 2" x 4' x .250" STORM BAR SPACING • STORM BAR SPACING STORM BAR SPACING • t 3' -0' 3' TO 4' C 3' -0" 3' TO 4' a: 3' -0" 3' TO 4' 40 10'-4' 7' -9" 10' -3" 9' -6" 14'-1" 12'-1" 45 9' -2" 6'-11" 9'-11' 8'-11" 13' -8" 10' -8" 50 8' - 3" 6' -2" 9' -8" 8' -0" 12' -10" 9' -8" 55 7' -6' 5' -8" 9' -5" 7' -3" 11' -8" 8' -9" 60 6'-11' 5' -2" 8'-11" 6' -8" 10' -8" 8' —O" 65 6' -4" 4' -9" 8' -2" 6' -2" 9'-11" 7' -5" 70 5' -11 4' -5" 7' -7" 5' -9" 9' -2" 6'-11" 75 5' -6" 4'-1" 7' -1' 5' -4" 8' -7" 6' -5" STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN ' L i FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) MAX. SPAN FOR STORM BARS W/REGULAR CONCRETE ANCHORS * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. • MAX. SPAN FOR STORM BARS W/SPRING - LOADED SYSTEM I /1 rE3 .NC. \ TILL? TE577NO & ENGINEERING COMPANY 6725 N.M. MR 3L. Sta. 217 - MAW GARDEN, Fl 33166 Photo* : 0137)67l -1330 . Fa.: 000571 -1331 E8 00011719 WALTER A. 11LL1T Jr.. P. E. FLORIDA Lic. / 44167 40mm SLAT ROLL —UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th AN MLAMI. FLOR10.4 33122 ffr. w. 2 COCIIVIPPI atr ar. x4 i olso11•nw MIAMI —DADE COUNTY a1r AS SHOWN SCALE 8/15/01 - GATE 01 -239 DRAWN° No SHEET 14 OF 16 r..; MAXIMUM DESIGN LOAD "W (p. s. f.) TYPE 1 HEADER 2" x 3' X .725' TYPE 2 HEADER 2" x 4' X .125" TYPE 3 HEADER 2" x 4" X .250" STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT ( 5' -0" 5' TO 7' S 5' -O" 5' TO 8' S 6' - 0" 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 40.0 11 ' -4" 9' -8" 13' -6" 11 ' -2" 14'-11" 13'-10" 13' -1 " 12' -2" 11 ' -3" 45.0 10' -9" 9'-1" 13'-1" 10' -6" 14' -5" 13' -5" 12' -6" 11 ' -5" 10' -7" 50.0 10' -3" 8' -e" 12' -7" 10' -0" 14'-1" 13' -! " 11'-11" 10' -10" 10'-1" 55.0 9' -9" 8' -3" 12' -0" 9' -6" 13' -9" 12' -8" 11' -4" 10' -4" 9' -7" 60.0 9' -4" 7' -11 " 11 ' -6" 9'- i " 13' -5" , 12' -2" 10' -10" 9'-11" 9' -2" 65.0 8'-11" 7' -7" 11' -1 " 8' -9" 13' -2" 1 1 ' -8" 10' -5" 9' -6" 8' -!0" 70.0 8' -8" 7' -4" 10' -8" . 8' -5" 12'-11" 11 ' -3" 10'-1" 75.0 8' -4" 7'-1" 10' -3" 8' -2" 12' -6" 10' -10" 9' -9" 8' -10" 8' -3" 80.0 8'-1" 6' -10" 10' -0" 7' -10" 12' -2" 10' -6" 9' -5" 8' -7" 7'-11" 85.0 7' -10" 6' -7" 9' -8" 7' -8" 11' -9" 10' -2" 9' -1" 8' -4" 7' -9" 90.0 7' -7" 6' -5" 9' -5" 7' -5" 11 ' -5" 9'-11" 8' -10" 8'-1" 7' -6" 95.0 7' -5" 6' -3" 9' -2" 7' -3" 1 1' -2" 9' -8" 8' -8" 7'-71" 7' -4' 100.0 7' -3" 6'-1" . 8'-11" 7' -1 " 10' -10" 9' -5" 8' -5" 7' -8" 7'-1" 105.0 7'-1" 6' -0" 8' -8" 6' -10" 10' -7" 9' -2" 8' -3" 7' -6" 6'-11" 110.0 6'-11" 5' -10" 8' -6" 6' -9" 10' -4" 9' -0" 8' -0" 7' -4" 6' -9" 115.0 6' -9" 5' -8" 8' -4" 6' -7" 10' -2" 8' -9" 7' -10" 7' -2" 6' -8" 120.0 6' -7" 5' -7" 8' -2" 6' -5" 9'-11" 8' -7" 7' -8" 7' -0" 6' -6" 125.0 6' -6" 5' -5" 8' -O" 6' -4" 9' -9" 8' -5" 7' -6" 6' -10" 6' -4" 130.0 6' -4" 5' -4" 7' -10" 6' -2" 9' -6" 8' -3" 7' -5" 6' -9" 6' -3" 135.0 6' -3" 5' -3" 7' -8" V-1" 9' -4" 8'-1" 7' -3" 6' -7" 6'-1" 140.0 6'-1" 5' -2" 7' -6" 5' -11 " 9' -2" 7'-11" 7'-1" 6' -6" 6' -0" 145.0 6 ' - O 5'-1" 7' -5" 5' -10" 9' -0" 7' -10" 7' -0" 6' -5" 5'-11" 150.0 5'-11" 5' -0" 7' -3" 5'-9" 8' -10" 7'-8" 6'- l0" 6' -3' S' -10" 155.0 5' -10" 4'-11" 7' -2" 5' -8" 8' -9" 7' -7" 6' -9" 6' -2" 5' -9" 160.0 5' -9" 4' -10" 7'-1" 5' -7" 8' -7" 7' -5" 6' -8" 6'-1" 5' -7" HEADER LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING 'W' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) /F TILIJT TESANO & ENGINEERING CONRAN)* 6297 N.M. SO& SL Sta 217 - HrrJW GVIOETIx 11 MI 66 Phone : 004071- IMO . Fax : 005)67I -ISJI E8- 0006779 • . WALTER A. 11LUT Jr., P. E. FLORIDA Lie. / 44167 40mm SLAT ROLL —UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI, FLORIDA JJ122 Mt Oh DAR 1 MY. w MIAMI -LADE COUNTY WIT AS SHOWN SCALE 8/15/07 • GATE 01 -239 ORAWINO No SHEET 15 OF 76 MAXIMUM DESIGN LQ40 "W" (p.s.l.) TYPE 1 MULLION 3 x 4' x . us' TYPE 2 MULLION 4' x 4' x .250' TYPE 3 MULLION 4" x 6" x .250' MULLION SPACING - MULLION SPACING MULUON SPACING r 4' - 0" 4' T O 5' 5' TO 6' 6' T O 8' r 4' - 0' 4' T O 5' 5' T O 6' 6' T O 8' t 4' - 0' 4' T O 5' 5' T O 6' 6' TO 8' 8' TO 10' 10' TO 12 40.0 9' -8" 8' -4" 7' -10" 8' -2" 11 ' -9" 10 10•-3" 10' -8" 16' -4" 15' -2" 14' -3" 14' -10 ' 13' -10 ' 13' -0' 45.0 8' -8" 8' -0" 7' -7' 7' -10' 11 10' -6" 9' -10" 10' -3" 15' -8" 14' -7" 13' -9' 14' -4" 13' -3" 12' -6' 50.0 8' -4" 7' -9" 7' -3" 7' -7' 10'-11" 10 9' -6" 9'-11" 15' -2" 14' -0" 13' -3" 13' -10 ' 12' -10 ' 12 55.0 8 7' -6" 7 7' -4" 10' -7" 9' -10' 9' -3" 9' -7' 14' -8" 13' -8' 12' -10' 13' -5" 12' -5" 11 ' -8" 60.0 7' -10" 7' -3" 6' -10" 7' -2' 10' -3" 9' -6" 8 9 14' -3" 13' -3' 12' -5' 13' -0" 12'-1" W-4' 65.0 7' -8" 7 6' -8" 7' -0" 10' -0" 9' -3" 8' -9" 9 13 12'-11" 12' -2" 12' -8' 1 1 ' -10' 11 ' -1 " 70.0 7' -5" 6' -11" 6' -6" 6' -10' 9' -9" 9' -0" 8' -6' 8' -10" 1J' -7" 12' -7" 11' -10' 12' -4" 11' -5' 10' -9' 75.0 7' -3' 6' -9" 6' -4" 6' -8' 9' -6" 8' -10" 8' -4" 8' -8" 13' -3" 12 11 12' -1" 11' -2" 10' -6" 80.0 7' -2" 6' -7" 6' -3" 6' -6' 9' -4" 8' -8' 8' -2" 8' -6" 12' -11' 12' -0" 11' -4" 11' -10' 11' -0" 10' -4" 85.0 7' -0" 6' -6" 6'-1" 6' -4" 9' -2" 8' -6" 8' -0" 8' -4" 12' -8" 11' -9' 11' -1 " 11 10' -9" 10 90.0 6' -10" 6' -4" 6' -O" 6' -3" 8 8' -4" 7' -10" 8' -2" 12' -5' 11'-7" 10 11 ' -4' 10' -6' 9 95.0 6' - 9" 6' -3" 5' -11" 6' -2' 8' -10" 8' -2' 7' -8' 8' -0" 12' -3" 11' -4' 10' -8" 11' -2" 10' -4" 9' -9" 100.0 6' -7" 6' -2" 5' -9" 6' -0" 8' -8" 8' -0' 7' -7" 7' -11" 12' -O" 11' -2' 10' -6" 11' -0" 10' -2" 9' -7" 105.0 6' - 6" 6 5' -8" 5 8' -6" 7 7' -5" 7' -9" 11' -10' 11' -0' 10' -4" 10' -9" - - 110.0 6' -5" 5'-11" 5' -7" 5' -10" 8' -5" 7' -9" 7' -4' 7' -8" 11'-8" 10' -10" 10'72" 10' -7" - - 115.0 6' - 4" 5' -10" 5' -6' 5' -9" 8' -3" 7' -8' 7' -3" 7' -6" 1 1 ' -6" 10' -8' 10' -0" 10' -6" - - 120.0 6' -3" 5' -9" 5' -5" 5' -8" 8' -2' 7' -7" 7'-1" 7' -5" 11'-4" 10' -6" 9'-11" 10' -4" - - 125.0 6' -2" 5' -8" 5' -4" 5' -7" 8' -0" 7' -5" 7' -0" 7' -4" 11' -2" 10' -4" 9' -9" 10' -2" - - 130.0 6'-1" 5' -e" 5' -4" 5' -6 "' 7'-11" 7' -4" 6'-11" 7' -J" 11'-0" 10' -3" 9' -8" 10' -0" - - 135.0 6' -0" 5' -7" 5' -3" 5' -5" 7' -10' 7' -3" 6' -10" 7' -2" 10'-11 " 10'-1" 9' -6" 9'-11' - - 140.0 5' -11' 5' -6" 5' -2" 5' -5' 7' -9" 7' -2" 6' -9" 7'-7 " 10' -9" 10' -0" 9' -5" 9' -10" - - 145.0 5' -10" 5' -5" 5'-1" 5' -4" 7' -8" 7'.-1" 6' -8" 7' -0" 10' -8" 9' -10' 9' -J" 9' -8' - - 150.0 5' -9" 5' -4" 5'-1" 5' -3' 7' -7" 7' -0" 6' -7" 6'-11" 10' -6" 9' -9" 9' -2" 9' -7" - - 155.0 5'-g" 5' -4" 5' -0' 5' -3" 7' -6" 6'-11" 6' -6" 6' -10" 10' -5" 9' -8" 9'-1" 9' -6' - - - 160.0 5' -8" 5' -3" 4'-11" 5' -2" 7' -5" 6' -10" 6' -5" 6' -9" 10' -3" 9' -7" 9' - O" 9' -4' - - MULLION LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L "(Ft) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (Ft.). (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) NOTES : REFER TO ELEVATIONS ON SHEET 1 OF 16 1 -. FOR MI1! l IONS INSTAL 1 FD W/0 STORM BARS A) MULLION SPACING SHALL BE SUCH THAT MAX /MUM SLAT SPAN SHALL NOT BE EXCEEDED 2- FOR MULLIONS INSTAI 1 FD W/ STORM BARS dr HEADERS A) MULLION SPACING SHALL BE SUCH THAT MAX /MUM HEADER SPAN SHALL NOT BE EXCEEDED 8) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED IL EC O 1NC. TILLTT TESTING k ENGINEERING COMPANY 0597 MLW. SOM. 31. Ste. 217 - MOW GV0D845. 11 MISS Mcn.: (3115)07I -l370 . Sa.: (0071 -IS7I 03- 0006719 WALTER A. MUT Jr.. P. E. FLORIDA Lir. 1 44167 40mm SLAT ROLL -UP SHUTTER NATIONAL SHUTTER ASSOCIATION, INC. 2500 N.W. 74th Ave MIAMI, FLORIDA 13122 xrt MY 2 a/r MY. NY x MIAMI -DADE COUNTY as AS .SHOWN SCALE 6/15/01 DATE 01 -239 DRAWING No SHEET 16 OF 16 o • ROLLSHUTTERS • SHADES Date: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Mr. Builder Official: Gentleman: We are Dade County Notice of Acceptance Holder for 40mm SLAT ROLL - UP SHUTTER under Acceptance No. 00- 0822.02 � s TeVa . J- ). to use our This letter is to authorize /C roved under acceptance No. 00- 0822.02 to be 40mm SLAT ROLL -UP SHUTTER, app used at the following job: 2500 N.W. 74th Avenue Miami, Florida 33122 305 - 436 -66 305 -436 -5523 (Fax) 800 -474 -9404 (Toll -Free) www.rollingshield.com Silvio Sanso President (Corporate seal required) Job Name: N /iQ , ' Q S • / A/ c. 9� • SAD gee S Zip ..93/.0e Address: City: L/1 Number of Shutters: Jose A. Delgado Vice - President (Corporate seal required) M I A M I•DA iE s PRODUCT CONTROL NOTICE OF ACCEPTANCE Rollingshield, Inc. 8900 N. W. 119th Street Hialeah ,FL 33018 Your application for Notice of Acceptance (NOA) of: 40 mm Slat Roll - Up 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 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.: 00- 0822.02 EXPIRES: 06/07/2004 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: 06/07/2001 \'s0450001 \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Rollingshield, Inc. ACCEPTANCE NO: 00- 0822.02 APPROVED: JUN 0 7 2001 EXPIRES: JUN 0 7 2004 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1 SCOPE: 1.1 This approves an extruded aluminum roll -up type shutter, as described in Section 2 of this Notice of Acceptance. It is designed to comply with the South Florida Building Code, (S.F.B.C.) 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by S.F.B.C. Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2 PRODUCT DESCRIPTION: 2.1 The 40mm Slat Roll - Up Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 - 11, Sheets 1 through 16 including 3A, 5A & 14A of 16. It is titled "40mm Slat Roll -Up Shutter ", prepared by Tilteco, Inc, dated 01/14/00, with latest revision on 04/25/01, signed and sealed by W. A. Tillit Jr. PE., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date. These documents shall herein after be referred to as the approved drawings. 3 LIMITATIONS: 3.1 Minimum slat engagement shall be 1.25 ". 3.2 Minimum separation from interior of slat to glass being protected shall be as shown sheet 12 of 16. 3.3. The operating mechanism, not part of this approval shall be certified by a recognized testing agency: 3.4 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: 4.1 The extruded aluminum Roll -Up Shutter and its component shall be installed in strict compliance with the approved drawing 5 LABELING: 5.1 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 document required by the Building Official or the South Florida Building Code in order to evaluate the installation of this system. .i tandido Font PE. Senior Product Control Examiner Product Control Division -2- A Rollingshield, Inc. ACCEPTANCE NO: 00- 0822.02 APPROVED: JUN 0 7 2001 EXPIRES: JUN 0 7 2004 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, 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 of 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 need 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. Candido Font PE. Senior Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3-