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1974 SHUTTERS" 1 Lora IDA rIr nf -npntinnal i'g'IL111(7 )8 p8 nA 1 '0'11; 11AE )•!EN ,•'■ • • C #;56263 New Building To be constructed of Estimated Total cost of Disapproved (Signed) ..( M DAM D S [-10 ES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLOCPQU OO 'J FO Building Inspector UlLDONS �LE Application is hereby inade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing 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 Villar shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address J. RESTER Carr Smith & Associates Registered Architect and /or Engineer Name and address of licensed contractor JALCO� INC. 74:1 N. Location and legal description of lot to be built on Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) Accordian Storm shutters Date.. PLANNING BOARD STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer peared fl MIT August 2 p_ .__ _..._._.�.._... , No 972 E. 93 . _ Street W, 54th Street, Miami, Fla. 33127 Install aluminum storm panels and aluminum and for no other purpose. Remodeling Addition Repairs No. of Stories Kind of foundation Roof Covering improvements $ 1307.00 Amount of Permit t. 7. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may 'Weldon sent to eldon Hodges, Supervisor C/0 JALCO INC. 741 N.W. 54th Street, Miami, Fla. ............. . The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from rl 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 ection on the si e of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such s `y° tractors, • • w;z to be performed under this pennit, as are licensed by Miami Shores Village. Remarks..._ (Signed )...._. oaths DATE and take acknowledgments, personally ap- Notary Public, State of Florida My Commission Expires Chairman Member Member Member Member ...... Member 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 he did sign the same, and that all facts therein by him stated are true. Permit No.._.. O U �� Date � Read, Sworn to and Subscribed before me. Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Opening No. Size Style Proj. Const. 1. 50" X 42" Accordian Storm Shutter b2"lgth Aluminum 2. 84" X 54" 11 n It 54"lgth tt 3. 168" X b5" 11 n n 65"lgth tt 1.. L; Sections Storm Panels 57"lgth tt 5. Lt 11 it n 57 "lgth It 6. 4 n n n 57"lgth it 7. 50" X 514" Accordian Storm Shutter SL;"lgth tt 8. 5o" x 54" It tt it 51 "1gth It 9. 50tt X 54" 11 11 11 54 "lgth ►t 10. 50" X 54" n n n 54"loth tt 11. 50" X 54" n n n 5 "lgth tt 12. 50" X 54" n n n SL,nlgth It Owner: Contractors TJ. J. HESTER 972 N. E. 93rd Street Miami Shores, Florid<<. Pa@t7ECTOCC3 SCHEDULE HEIGHT ABOVE THE GROUND (IN FEET) MAXIMUM ALLOWABLE PROJECTION 0' TO 5' 14' - 1" 5' TO 15' 13' - 2" 15' TO 25' 12' - 4" 25' TO 35' 11'' - 10" 35' TO 55' 11' - 5" 55' TO 75' 11' - 0" 75' TO 100' 10'. ' - 8" 100' TO 150' 10' - 4" 150' TO 250' 9' - 1.11" 45 1 0 " LOCK PIN HOLE 14CK- i 1 1 1 SECTION B -B .370" LOCK PIN ALLOY 6063 -T5 2.461" 2.885" 0.985" FRAME END AIJOY- 6063 -15 0 i rfLon � TOPS A E L E V A T I O N LOCK LOUVRE ALLOY ° 6063 -T5 2.193" O .062" 45 1 x . 100" 31 1 LOCK LOUVRE .050" CO SPACES @ 16" 0.C. 1.210" LI 1 f .197" L .062" .062" '\ .317" 11 r SECTION C -C 10" p .62 - 5 " I O ' .450" .200" IT 170" S.S. PLATE NYLON STOP NYLON BEARING .380" NYLON STOP .350" I 1 .070" T-- .370" 1.562" SNAP-IN CHANNEL ALLOY 6063 -15 10" MAX. 0.C. 10° MAO. EXPANSION IELD SELF MATING LOUVRE BLADE ALLOY 6063 -15 1/4" O 2" S.S. ANCHOR DOLTS @ 16" C/C W/WASHERS 1/4" RIVETS @ 6" C/C MOUNTING ANGLE 010 SMS @ EA. END @ TRACK LOCK CATCH ALLOY 6063 -T5 t - .055" NYLON NYLON STOP 1/4-" ALUM. BOLTS @ 12" O.C. ALLOY 2024 -T4 (OR) 3/16" RIVETS @ 12" 0.C.\ ALLOY 2024 -T4 TRACK 1/4" RIVETS @ 6" C/C SECTION A - .209" r MOUNTING ANGLE x.125" 1/4" X 2" SS ANCHOR BOLTS @ 16" C/C WASHER - SNAP -IN CHANNEL NYLON BEARING 1/4" X 2" SS ANCHOR BOLTS @ 16" C/C 3.500" MOII TINC 40012 SECTION A -A (Alternate) TRACK WASHER MOUNTING ANGLE ALLOY = 6063 -15 2.000" .500" .385 .312" 1.562" .135" .3 5" LMI4.°45 125" ,l � • A_ _6,5 : .125'1 .500' 2.885" TOP AND BOTTOM TRACK ALLOY =6063 -T5 NYLON BEARING 1 200" pcmacvs DAT 1/4" X 2" LAG BOLTS @ 16" 0.C. INTO JORDAN 0103 ANCHOR OR EQUIVALENT REQUIRED SAFE WORKING LOAD 7000 EACH (TYPICAL ALL SIDES, TOP 6 BOTTOM) 1 3" MIN. 7 TLA /IC EXPANSION SHIEIE GENERAL NOTES DESIGN CRITERIA: LIVE LOADS ARE IN ACCORDANCE WITH SECTION 2306.2 OF THE SOUTH FLORIDA BUILDING CODE. TEST LOAD CONNECTION 3.0 TIKES LIVE LOAD DEFLECTION: MAIN MEMBERS L /180 SECONDARY MEMBERS 1/80 RECOVERY FROM TEST LOAD 80% 1) THIS STORM PANEL IS DESIGNED IN ACCORDANCE WITH THE METRO- POLITAN DADE COUNTY BUILDING 6 ZONING DEPT. POLICY DATED 7- 20-62, BASED ON THE SOUTH FLORIDA BUILDING CODE. 2) PRINTS ARE VALID FOR BUILDING DEPT. PURPOSES 0810 WHEN SIGNED BY THE ENGINEER OVER HIS SEAL. 3) ALL BOLTS 6 NUTS 6 WASHERS SHALL BE STAINLESS STEEL. RIVETS SHALL BE ALUMINUM ALLOY 2024 -T4. 4) DESIGN CRITERIA FOR ALUMINUM - MINDEN MECHANICAL PROPERTIES AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM ASSOCIATION CONSTRUCTION MANUAL ", 1967 EDITION. 5) ALUMINUM SURFACES ARE TO BE PLACED IN CONTACT WITH STEEL SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TT-P -645, OR THE EQUIVAIEITT. 6) NO CADMIUM PLATED FASTENERS PERMITTED. • 7) MASONRY ANCHORS SHALL BE 1/4" X 2" LAG BOLTS IN JORDAN 0103 PLASTIC ANCHOR.. JA L C 0, INC. 741 N.W. 54TH Street Miami, Florida 1.5 TIMES LIVE LOAD CARR SMITH & ASSOCIATES. INC. CONSULTING ENGINEERS CORAL GABLES FLORIDA DRAWN GB, DPSIOHECS. 000018 PILE NO CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT CITE DEFORM PROCEEDING WITH WORK JA1CO ACCORDION STORM SHUTTER 7010 5 88080 N0. lof1 ALLOWABLE SPANS HEIGHT TYPE OF PANEL ■ THICKENS) ABOVE ALUMINUM . STEEI. GRADE .o32 .040 .050" 24 GA. 20 GA. tKKRKKtt �, �Pd' U l rl N MVf t` � 0p cp �rl 1 71/ 11 OYO l-t*O•0• 2 1'S"97 111 A 2 a, 04:000 t -t- 17'i r .1 rrl r1 o-I .1Msa Y "iisWir PART ALLOY CCIiPRES3I01 YIELD STRESS STORMS PANEL ANGLES & CHANNELS BOLTS & SCREWS*. )004 -E34 o063. 20214 ■TI4 2 ;000 16;000 40,000 PEHBPLOTIVE r • r I I Lo .81 :1.57$'1.625°1.578° 45°11 tie, 1 -r4 0!PLIL OP STORM PANEL L TYPICAL ELEVATION I —E r- _ =non P-P HEISTISO AWNING CLOSED TYPICAL HOTS: SHUTTER MAX NH MOUNTED EORIZ0UALLI AS WELL AS VERTICALLY OHSENT11G THE ALLOWABLE SPAS§. SECTION 0.0 - - 2■ 2° ��. 1- 1/2° 24° c/c I L� 24° 0/0 SECTION D.0 LOTION E+i .055 ALUM. TYPICAL 'NOTE: WHEN WNW 'S DIMES THAN 3° USE ANCHOR IN I � OEMN. THEN NEB I3 LESS THAN 3° 055 ANCHOR ill IBS ONLY 1111131LSSEIMes LIVE LOADS ARE II ACCORDANCE 1218 SECTION 2306.2 2B THE SOOTS FLORIN BUILDING CODE.. 1.5 TIMIS LIVE LOAD 3 TIMES LIVE LOAD TIM LOAD ......... • • UUNNSCTIUA0: DEFLECTIONS 4480 SacoRDARI IS>i�ts ECT Mss ° ..... RECOVERY PROM TEST LOAD ALVMINUM ALLOY OF Co)0NSBT9 .SOCIATION a MAY BE GALVANIZED OR STAIHLE..S STEEL GENERAL NOTES: 1) THIS SHUTTER WAS DESIGNED IN ACCORDANCE WITH THE METROPOLITAN DAIS COUNTY BUILDING & PARING DEPT. POLICY, DATED JULY 20; 1962, BASED ON THE SOUTH FLORIDA BUILDING CODS. 2) AIL ALUMINUM BARUSIONS SHALL HAVE A MIRIMUE THICKNESS OP .055! 3) 18 OAOH STEEL s3C'PIbNs CAR REPLACE THE .055° ALUMINUM NXTRDSIONs 4) PRINTS ARE VALID POI: BUILDING DEPARTMENT PURPOSES mar WHEN SIGNED HY THE ENGIN:ER OVER HIS SEAL. 5) WHO SPAN ADS 6. PANEL MOST BE BOLTED TOGETHER AT SIDBPAN 12 ON Cam. JALCO, INC. 745 N.W1 50 STREET MIAMI FLORIDA CARR SMITH & ASSOCIATES, INC. CONSULTING ENGINEERS CORAL GABLES F L O R I D A n wr°• 7 67 I000wN.JTDI°Ewo.. XN lam= KNI FILE MO. 1 .u.arrn. JALCO STORM PANEL Opening No. Size Style Proj. Const. 1. 50" X 1j2" Accordion Storm Shatter. 42 "lgth Aluminum 2. 81:" X 54" B n n 5I "lgth ". 3. 168" X 6" " n n 65 "lgth n h. 1 Sections Storm Panels 57 "lgth n 5. b " n n 57"l n 6. 4 " '. " " 57"lgth 0 7. 50" X 54" Accordion Storm Shutter 54"lgth n 8. 50" 8 54" n n n ' 51 n 9. 50" X 54" n n n 54"lgth P, 10. 50 X 54n n " au 54nlgth " 11. 50" X 511" n " 0 51i "lgth n 12. 50,E X 54" n n °0 54 "lgth n Owners Contractor: U. J. HESTER 972 N. E. 93rd Streot Mani Shores Florida. PR dEeTIOSi SCHEDULE HEIGHT ABOVE THE GROUND (IN FEET) MAXIMUM ALLOWABLE PROJECTION 0' TO 5' 14' - 1" 5' TO 15' 13' - 2" 15' TO 25' 12' - 4" 25' TO 35' 11'' - 10" 35' TO 55' 11' - 5" 55' TO 75' 11' - 0" 75' TO 100' 10'.:' - 8" 100' TO 150' 10' - 4" 150' TO 250' 9' - 1.11" PROJEC i 0. E 1 )' 0' r- 45 ON D N❑ ❑ D - LON I I- 10" SPACES @ 16" 0.C. 10" E L E V A T I O N L.SS SECTION B -B i • L. .062" LOCK PIN ALLAY 6063 -15 2.461" LOCK LOUVRE ALLOY- 6063 -15 2.885" 0.985" FRAME END ALAN- 6063 -15 TRACK STOP NYLON STOP LOCK LOUVRE .050" 1 -.062" 1.461" 1.210" .197" SECTION C -C .625" .380" ° I 1 0)1 .450" • _ • 200" ▪ 170" ▪ S.S. PLATE NYLON STOP NYLON BEARING .350" I f I I } ' 070" I F I .3f I _ 1.562" SNAP - IN CHANNEL ALLOY 6063 -15 `� FEAMB END @ 16" O.C. ER PANS ION IELD .100" .050" .060" SELF MATING LOUVRE BLADE ALA! 6063 -15 1/4" ALUM. BOLTS @ 12" 0.C. 10" MAX. ALLOY 2024 -T4 (OR) 3/16" 1/4"X 2" LAG BOLTS @ 16" O.C. INTO RIVETS @ 12" 0.C. 1/4" X 2" SS ANCHOR JORDAN 4103 ANCHOR OR EQUIVALENT' ALLAY 2024 -14 \ BOLTS @ 16" C/C REQUIRED SAFE WORKING LOAD 7000 EACH WASHER (TYPICAL ALL SIDES, TOP 6 801108) 10 MAE. 1/4" E 2" S.S. ANCHOR BOLTS @ 16" C/C W/WASHEBS 1/4" RIVETS @ 6" C/C MOUNTING ANGLE 610 SMS @ EA. 188 @ TRACK LOCK CATCH ALLOY 6063 -15 t - .055" NYLON NYLON STOP TRACK 1/4" RIVETS @ 6" C/C SECTION A -A 3" MIN. el 800NI3171 ANGLE TRACK - SNAP -IN CHANNEL NYLIM 138ARING 1 WASHER 1/4" R 2" SS ANCHOR BOLTS @ 16" C/C SNAP IN CHANNEL NYLON BEARING NYLON BEARING TRACK 1/4" X 2" S.S. ANCHOR BOLTS W/WASHERS @ 16" C/C SECTION A -A (Alternate) 3.500" MOUNTING ANGLE ALLOY= 6063 -T5 2.000" � .500" .385' .312" 1.562" I 1 .135 1 C"C245.11MMI 125" � t ,I .125" .500' 2.885" TOP AND BOTTOM TRACK ALLOY ■6063 -T5 1.200" DAT 3" MIN. PLASTIC EXPANSION SHIELD GENERAL NOTES DESIGN CRITERIA: LIVE LOADS ARE IN ACCORDANCE WITH SECTION 2306.2 OF THE SOUTH FLORIDA BUILDING CODE. TEST LOAD 1.5 TIMES L118 LOAD CONNECTION 3.0 TIMES LIVE LOAD DEFLECTION: MAIN MEMBERS L /180 SECONDARY MEMBERS L /80 RECOVERY FROM TEST LOAD 801 1) THIS STORM PANEL IS DESIGNED IN ACCORDANCE WITH THE METRO- POLITAN DADE COUNTY BUILDING 6 ZONING D850. POLICY DATED 7- 20-62, BASED ON The SOUTH FLORIDA BUILDING CODE. 2) PRINTS ARE VALID FOR BUILDING DEPT. PURPOSES ONLY WHEN SIGNED BY THE ENGINEER OVER HIS SEAL. 3) ALL BOLTS 6 NUTS 4 WASHERS SHALL BE STAINLESS STEEL. RIVETS SHALL BE ALUMINUM ALLOY 2024 -04. 4) DESIGN CRITERIA FOR AIAHINUM - MINIMUM MECHANICAL PROPERTIE AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM ASSOCIATION CONSTRUCTION MANUAL ", 1967 EDITION. 5) ALUMINUM SURFACES ARE TO BE PLACED IN CONTACT WITH STEEL SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TT-7 -645, OR THE EQUIVALENT. 6) NO CADMIUM PLATED FASTENERS PERMITTED. 7) MASONRY ANCHORS SHALL BE 1/4" X 2" NAG BOLTS IN JORDAN 9103 PLASTIC ANCHOR. JALCO, INC. 741 N.W. 54TH Street Plorfda CARR SMITH & ASSOCIATES. INC. CONSULTING ENGINEERS CORAL GABLES FLORIDA DRAWN E•TB.. DESIGN 0A CHECK FILM NO. CONTRACTOR SHALL VERIFY ALL DIMBISIONE AT SITE BEFORE PROCEEDING WITH WORK 7 0 1 0 5 JALCO ACCORDIAN STORM SHUTTER SHEET NO loft ALLOT:ABLE SPANS HEM TYPE OF PANEL - TRICHHF58 ABOVE ALUMINUM • STEEL GRADE .032" .040" .050" 24 GA. 20 GA. V-4,,ANW y TYS�� � 1 00 � � V No O 1 1T M? 0,m NN 47`t x'4`474 N .400 g ooc.om .4 WIWYVY PART ALLOY CCEFENG E1011 YIELD STRESS STORM PANEL4 ANGLES & CHANNELS BOLTS & SCREWS* -H34 *0631Z 2024 - '1{ 23,000 166.000 40,000 N 1 0 0 —.NCO$ Ash PIEBEFECTIV1 r B 3 TYPICAL ELEVATIOD ISTAIL OF STORM PANEL L I ' E r F TYPICAL EXISTING AWNING CLOSE) SOTE: SHUTTER NAY BE MOUNTED HORIZOHALLY AS WELL AS VERTICALLY OBSERVING THE ALLOWABII1 SPAIN. SECTION 0-0 -- 1121 OEMBEAI LIVE LOADS ARE 11 ACCORDANCE WITH SECTION 2506.2 ID TEE SOME FLORIDA BEGIJICBG comm.. TEST LOAD ... . ... 1.5 TIMES LIVE LOAD CONNECTIOSIft ffi''ECAI MA �R8 • 1/180 SECONDARY MEGINS I./'80 RECOVERY PROM TEST LOAD &Z ALDYIEUIM ALLOY OP C 0M?ON58TS SSOCIATION 3 Timmy LAWS WW1 * MAY BE GALVANIZED OR STAIN E..S STEEL • GENERAL NOTES: 1) THIS SH01121 WAS DESIGNED IN ACCORDANCE WITH THE L'E1'ROPOLITAN DAIS COUNTY BUILDING & ZONING DEPT. POLICY, DATED JULY 20; 1962, BASED OR THE SOUTH FLORIDA BUILDING COM. 2) ALL ALUMINUM EXTRUSIONS SHALL HAVE A MLNIMOMI THICX01ESS OF .055 ? 3) 18 GAGE ST SEECCTTIO ffi. NS CAR REPLACE TEE .055 ALUMINUM EXTRUSIONS 4) PRINTS ARE VALID FOR BUILDING IEPARTLCGV PURPOSES ONLY WHEN SIGNED BY THE ERGIHTR OVER HIS SEAL. 5) WHS 6 12° om DS ' PAN MOST BE BOLTED TOGETHER JALCO. INC. 745 N.N! 54'h STREET MIAMI FLORIDA CARR SMITH & ASSOCIATES. INC. CONSULTING ENGINEERS CORRAL GABL[A FLORIDA DATE • 67 1 mAwNJTO1DOIoM MN loam= KA/1 w. 1 "tam .o. CONTRACTOR T I " PROCEEDING 07 e.7 I i OF I JALCO STORM PANEL 1 7 ' q 7L \ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date . //9/ Job Address 9 7 2-- we 93 S7 Tax Folio Legal Description di- 7 deck c 7/ 6 S Historically Designated: Yes No Owner/Lessee / Tenant (9W MI-I ?k 10A ilek 5e. • Owner's Address 72- //I 57 Phone 7,1K 9/ Contractin Co. 6 i ,. C- * / Address ('C( ...c?`- SS# ? - / Phone -226 0 4 State # Municipal # Competency # Ins. Co. if s !/4 Cifr AL la Architect/En eer ` , y1 A/ 4!/5 _ A , r(' jeij zGvcc/7 r , s oG /i'Taj- 65 f ms. =.- Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 7 n ee Rtiaw hU! ' �,c. ( Square Ft. --t Jv 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 tha 11 work will be done in compliance with all applicable tr ctor to do the work stated. laws regulating construction and zoning. Furthermore, I authorize the above -n 6'471 to . Not as to G My Commissio FEES: PERMIT 5 . RADON APPROVED: Zoning Mechanical r and/or Condo President / Date 1 I`f,/ Y * MY COMMISSION N CC 421905 41 EXPIRES: January 21, 1999 ;,;'` Bonded Tbru Notary Public Undervniters Building /9M Plumbing Estimated Cost (value) E 2 7 _S gnature or actor o Si wner- Builder of Notary as to Contractor My Commission Expire L/ C.C.F. NOTARY — Master Permit # Li/ 4 Electrical -,LUIS LEY COMMISSION H CC 421905 It ti EXPIRES: January 21, 1999 • ... ' Bonded Diu Notary Public ihUtervafters es- BOND 3 // 77 Date TOTAL DUE Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ONI THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT•NO. TAX FOLIO NO. rte. STATE OF FLORIDA: COUNTY OF DADE:1 THE UNDERSIGNED hereby gives notice that improvements gill be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is \ ided in this Notice of Commencement. 1. Legal description of property and street address: �C /� 2 — P.6 • /� 3 — / it. r �•o .tip L• 2. Description of improvement: y P € c ed 3. Owner(s) name and address: II,! l r4 �� Vim) ` f E Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: SCaVvL7 6 .Q1ta J 01, 5. Surety:(Payment bond required by owner from contractor, it any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner uF on whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, 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 this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of ner M Print Owners Name M 0 \ c - � , � , $ P Sworn to and subscribed before me this S day of , P°( ( ' , 19 7 . Y p ^•.,, LUIS LEY ,•� MY COMMISSION # CC 421905 Notary Public � F EXPIRES: January 91 .1909 • Re :fh, Batted finr Notary Public Underwriters Print Notary's Name My Commission Expires: $TAT1_ OF FLORIO:14,• COUtd'rY OF DADE I aaaa cattlG'v Me) ififa is a jr o copy of tho or1 i y19`164) l pffico on 7i?Yo vf mesa r:+v � frfdo sea hARdE{ ��'7 �yy(� n dCoo fi Rj Prepared by: i Address: 12301-52 2/93 Advanced Aluminum Construction IMO Dear Frank Storms Owner/President Building Official Building Department Address City, State & Zip code Building Official We are the Dade County Notice of Acceptance Holder for the AAC Accordion Shutter under number 96- 1126.09. This letter authorizes GENERAL SCREEN Installation Company under number 96- 1126.09 to be used at the following job: Most Respectfully, 13149 S.W. 122 Avenue; Miami, Florida 33186 Phone (305) 256 -7773 Fax (305) 256 -8887 "Q UALITY AT ITS FINEST" to use our AAC Accordion Shutter approved Job Name 972 N.E. 93 ST. MIAMI Job Address Job City, State & Zip Code RiTah METROOAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Advanced Aluminum Construction 13149 S.W. 122 Ave. Miami FL 33186 Acceptance No.:96- 1126.09 Expires:01/27 /00 Approved: 01/27/97 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE 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) 37 -6339 Your application for Product Approval of: HT100 Accordion Extruded Aluminum Shutter (6063 -T6 Alloy) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely describ,:d in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 96 -806, Sheets 1 thru 6 of 6, (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 to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Ra ' o guez Product Control Supervisor THIS IS fllE 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. Director Building Code Compliance Dept. Metropolitan Dade County Advanced Aluminum Constructiou 3. LIMITATIONS 3.1 Maximum allowable Blade Height ci ... • II . .15 • • , : 13' -1" (157 ") 3.2 Maximum allowable Blade Height 0- Span for Type B and D Installations: 12'-4" (148 ") and 12' -7" (151 ") respectively 3.3 All Wood Framed Installations shall be valid only for installation below 30' above grade,. 3.3 Minimum separation between glass to be protected and shutter: Shall be as shown on Table 2 and Maximum Design Pressure Rating and Corresponding Panel Span Schedule as shown on Sheet 5 of 6, Drawing 96 -806. 2. MATERIAL CHARACTERISTICS 2.1. Main blade is 6.5" center to center, 4.478" wide x .052" thick, constructed as indicated on approved drawing No. 96 -806, Sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also used for the adapter slat and the other components shall be constructed using extruded aluminum alloy 6063 -T6 unless otherwise noted on the same drawing. 2.2 Inside track sill blade pins shall be #10 x 3" Machine Screws manufactured from 410 stainless steel with fluorocarbon coating and .460" x .050" thick stainless steel washer and a 3/8" diameter x 0.90" long nylon bushings and the inside track header blade pins shall be #10 x 3" Machine Screws manufactured from 410 stainless steel with fluorocarbon coating and a 3/8" diameter x 0.90" long nylon bushings with .87C" diameter x .251" nylon spacer and rollers at every fourth blade. and a 3/8" diameter x 0.90" lDng nylon bushings. The outside header and sill blade pins shall be #10 x 2" Machine Screws manufactured from 410 or 18 -8 stainless steel with fluorocarbon coating and .460" x .050" thick stairless steel washer 2.3 Tested specimen: Dimensions: (8)- 42" wide x 96" long overall (96" Blade length) (2)- 42" wide x 13' long overall (132" Blade length) (2)- 42" wide x 151' long overall (157" Blade length) (1)- 42" wide x 72" long overall (72" Blade length) (1)- 42" wide x 14E" long overall (148" Blade length) ACCEPTANCE NO.: 96- 1126.09 APPROVED : JAN 2 7 19 9- EXPIRES : JAN 2 7 200 NOTICE OF ACCEIF 'T�NCE SPECIFIC CONDITIO 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter, 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. - Manuel '' rez, P.E. - P1 Product Control Division xaminer II Advanced Aluminum Construction ACCEPTANCE NO.: 96- 1126.09 APPROVED :JAN 2 7 1997 EXPIRES : JAN 2 7 210 NOTICE OF ACCE;'TANCE; ' 'SPECIFIC CONDITIONa 3.4 Special requirement: 33.1 A maximum clearance gap of 0.250" shall be provided between bottom of blade and top of sill and top blade and bottom of hez.der. 3.3.2 A 7 -Lock (placed facing out:;ide or inside) is required to be installed in a single location not to exceed 18" above or below from each end; or at midspan for all shutter applications and must be activated during hurricane warni.ig. See component No. 14, sheet 1 of 6, Drawing No. 96 -806. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mounts: (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a.set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section G "Wall Mounting Installation ", Drawing No. 96 -80 Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): Every fourth louver blade (Part 8)-hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section L "Wall Mounting Installation ", Drawing No. 96 -806, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling and Floor /Counter Tv Mounts: (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c.; or Sill (Part 17) "Walkover Sill Track ", along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then anchored to the ceiling and :floor /counter using approved tension anchors as shown on "Ceiling & Floor Mount Installation', Section H, Sheet 3 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -806, bearing the Dade County Product Control approval stamp. - 2a- Manue P - rez, P.E. - Plans Product Control Division iner II Advanced Aluminum Construction ACCEPTANCE NO.: 96- 1126. APPROVED : JAN 2 7 199- EXPIRES :JAN 2 7 200C NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (B) (WOOD FRAMED): E ery fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill pars are attached to each other of 3/16" dia. pop rivets'or #12 screws spaced 6" o.c., along the irate: for side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the tottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and 5 ill tracks, these tracks are then anchored to the ceiling and floor /counter using approved tensior. anchors as shown on "Ceiling & Floor Mount Installation ", Section M, Sheet 3 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -806, bearing the Dade County Product Control approval stamp. 4.13 Built -Out Condition: (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and'at the sill every fourth louver blade (Part 8) ride inside of Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other o 13/16" dia. pop rivets or #12 screws spaced 6" o.c., along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of tais Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on Section I - "Build Out Mount' Section; or every fourth louver blade (Part 8) hangs from a set of double rollers that glide on th! track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown cn Section J "Build Out Mount Section "; or every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill track (Part 2) which are attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to two (2) 2 "x 5 "x 1/8" aluminum build -out angles with two (2) 1/4 " -20 bolts spaced 12" o.c. at the header and sill, which are then anchored to the wall using approved tension anchors as shown on Section K "Build Out Mount Section ", Drawing No. 96 -806, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. - 2b- Manuel )fez, P.E. - Plans F a niner II Product Control Division • Advanced Aluminum Construction ACCEPTANCE NO.: 96- 1 APPROVED : JAM 2 7 199 EXPIRES : J&N 2 7 200 NOTICE OF ACCEPTANCE: ' SPECIFIC CONDITIONS (B) (WOOD FRAMED): Ev .try fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill (Part 4) with Sill Bottom Adapter (Part 5); the sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c., along the interior side and exterior sides of tilt: tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on Section I - "Build Out Mount Section; or the header and sill track; are then attached to a continuous 1 "x 2 "x 0.05" or 1 "x 3 "x 0.05" aluminum build -out tube with 1/4" diameter S.S. lag screws with 1 -1/2" penetration in to the wall framing studs spaced 24" o.c. maximum or fastened to a continuous PT 2x6 wood ledger plate with 1/4" diameter x 1 -1/2" long lag screws spaced 12" o.c., the wood ledger is then anchored to the wall studs with (2) 1/4" diameter x 5" long lag screws at a maximum spacing of 24" o.c., as shown on Section R - "Wall Mount Section ", Drawing No. 96 -806, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Pass Thru Window Mounts: Mounting condition limited to Maximum Storm Panel Span V9'-8" (116 ") and a Maximum Design Pressure Rating of (±) 75 PSF (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track: of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section 0 "Pass Thru Detail (In Concrete) ", as shown on Drawing No. 96 -806, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp. (B) (WOOD): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track ofithe Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section P "Pass Thru Detail (In Wood) ", as shown on Drawing No. 96 -806, She :t No. 4 of 6, bearing the Dade County Product Control approval stamp - 2c- Manuel rez, P.E. - Plans Product Control Division Advanced Aluminum Constructioa ACCEPTANCE NO.: 96- 1126.09 APPROVED : JAN 2 7 1997 EXPIRES :JAN 2 7 2000 NOTICE OF ACCEPTANCE: -SPECIFIC - CONDITIONS 4.1.5 Storm Panel Support Beam: Limited to a Maximum Design Pressure Rating Qf ( ±) 72 PSF (A) (CONCRETE /MASONRY): The shutter and it's header and sill tracks are secured to a continuous Aluminum Tube beam as listed in the "Alum. Beam & Shutter Schedule ", sheet 4 of 6 with #14 SMS screws spaced 12" o.c., the support,beams are then attached to a pair of 2" x 3" x 1/4" x 0' -6" long aluminum angles at each end with two (3) 1/4" diameter thru bolts, the end angles are then anchored to the wall with approved anchors as shown on Details N and Q - "Top Support Beam Detail and Bottom Support Beam Detail ", respectfully, Sheet 4 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -806, bearing the Dade County Product Control approval stamp (B) (WOOD): NOT APPLICABLE 4.1.6 Any combination of the above, 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 96 -806, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notic t 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. 4.4 Permanent set fastener components, imbedded 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 number, size and location, including height above grade, of openings to rmeive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 96 -806, Sheets 1 thru 6 of 6, 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 tht: adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. - 2d- Q'.�U.to Manue 'erez, P.E. - P1. '4 aminer II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (157" SPAN) SATISFACTORY CTC- 96-037 Max. 3-3/4" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (96" SPAN) SATISFACTORY CTC- 96-024 Max. 2 -7/8" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (132" SPAN) SATISFACTORY CTC- 96-024 1 Max. 3" 1 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (96" SPAN) -118.8 PSF CTC- 96-024 -91.4 PSF CTC -96 -024 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (96" SPAN) +87.4 PSF CTC -96 -024 +67.2 PSF CTC -96 -024 - UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (96" SPAN) +124.8 PSF CTC -96 -024 +83.2 PSF j CTC -96 -024 ® Design .69" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (157" SPAN) -57.2 PSF CTC- 96-037 -38.1 PSF CTC- 96-037 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (148" SPAN) -85.8 PSF CTC -96-037 -57.2 PSF CTC -96-037 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (96" SPAN) -145.6 PSF CTC -96 -024 -97.0 PSF CTC -96 -024 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (132" SPAN) -104.0 PSF CTC -96-024 -69.33 PSF CTC- 96-024 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (72" SPAN) -197.6 PSF CTC -96-024 -131.0 PSF CTC -96-024 DESIGN PRESSURE RATING: See Maximum Design Pressure Rating Schedule, Sheet 5 of 6, Drawing No. 96-806 .4.dvanced Aluminum Construction ACCEPTANCE NO.: 96 1 126.09 APPROVED : JAM 2 7 1997 EXPIRES : JAN 2 7 260 NOTICE OF ACCEPTANCE: - 'SPECIFIC - CONDITIONS 7. TESTS PERFORMED : - 2e- RESULTS: Manue • -rez, P.E. - P1._ Product Control Division iner II Advanced Aluminum Construction ACCEPTANCE NO.: 96- 1126.09 APPROVED : JAN 2 19c EXPIRES : JAN 2 7 2C NOTICE OF' ACCEPTANCE: ' CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and 2.) Uniform Static Air Pressure Test Loading, per PA 202 -94 of extruded aluminum accordion shutter (157" span), prepared by Construction Testing Corporation, Report No. 96 -037, dated August 16, 1996, signed and sealed by Yamil Kuri, P.E. 8.1.2 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and 2.) Uniform Static Air Pressure Test Loading, per PA 202 -94 3.) Cyclic Wind Pressure Test, per PA 203 -94 of extruded aluminum accordion shutter, prepared by Construction Testing Corporation, Report No. 96 -024, dated July 20, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawings: 8.2.1 Drawing No. 96 -806, " Advanced Aluminum Construction ", Sheets 1 thru 6 of 6, dated 07/23/96, latest revision No. 2, datec.. 10/10/96, prepared. by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by 1NDALEX, with chemical composition for aluminum 6063 -T6 alloy . 8.3.2 Tensile Test Report No. QCM No. 6FM -1556, prepared by QC Metallurgical, Inc., dated 06/24/1996. 8.3.3 Release letter issued by the Hi -Tech Shutter Group, Inc., dated November 18, 1996 certifying this product to meet the criteria of product tested and approved and allowing Adavanced Aluminum Construction to use test results approved under Dade County approval #96 -0114, signed by Mr. Frank Cornelius. 8.3.4 Acknowledgement letter by Advanced Aluminum Construction, dated 11/14/96, signed by Mr. Franklin A. Storms. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis dated 06/18/96, Pages 1 through 28 of 28, and pages 1 thru 2 of 2, dated 10/10/96 and pages 1 thru 5 of 5, dated 10/04/96, prepared by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 2f- Man be1 Perez, P.E. - Examiner II Product Control Division Advanced Aluminum Construction ACCEPTANCE NO.: 96- 1 1?6.0 0 APPROVED JAN 2 7 1 : JAN 2 7 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shz.11 be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be consicered 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 compliod with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, s;gned and sealed the required documentation initially submitted, is no longer practicing the engineering professio 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 granwd 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 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 copies need not be resealed by the engineer. 8. Failure to comply with al{ty section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(0 and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptaice (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 tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion 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 shiotds 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, Cha ter 36 of the South Florida Building Code. 1/IQf Manuel rez, P.E. - Plans Ex iner I1 Product Control Division END OF THIS ACCEPTANCE - 3 - r o ; l SITE PLAN AGGORE I AN STORM PROTECTION INSTALLATION 108x3 108x52 / 4 1I-rz k WAL KEe q7 q3r f1A i LO EXISTING ONE STORY RESIDENCE 72X80 48x158 L —L 11 SrcC f Cfl K GI 20x31 Li MEAN RooP 7 U 7 u 7 A x 8 N • O HEADER -CLG. MOUNTED SCALE: HALF SIZE 11 18 96 10:40 ( t1 • .055 12•.076 TYP. SLAT SCALE: HALF SIZE 14 LOCKING ARM SCALE: HALF SIZE 1.840 .875 1.4e3 r t2 SCALE: HALF SIZE 1/4 THICK STAINLESS STEEL SCALE: HALF SIZE g ADAPTER SLAT 010 x 2' SMS. MANUFACTURED FROM 0410 OR 18 -8 STAINLESS STEEL W/ FLUOROCARBON COATING & .460'41x .050' THICK STAINLESS STEEL WASHER 1 3/8'0 x 0.90' LONG NYLON BUSHING W/ 010 x 3' SINS. MANUFACTURED FROM 0410 STAINLESS STEEL W/ FLUOROCARBON COATING & .460 - 0 x .050' THICK STAINLESS STEEL WASHER SCREW ' AND /OR 15 BUSHING ASSEMBLY t1 • .055 f2 ..076 t3 • .097 ALT. HEADER -WALL MOUNTED SCALE: HALF SIZE OD O g CENTER MATE 1 .211 t SCALE: HALF SIZE .472' LD. /�t- 2' � 61 0.0. N 151' 1.350- i 500- 16 LOCKING CLIP SCALE: HALF SIZE .620 111 r I / C.1 1 11 t, � y4e3 ■ 2.373` 12- 1 .875 .4831 1.840 t1 • .OSS 12•.076 WALKOVER SILL 0 FLOOR MOUNTED SCALE: HALF SIZE SCALE: HALF SIZE t1 ..055 t2 ..076 *3•.097 SILL -WALL MOUNTED SCALE: HALF SIZE .095- I 442)- 1 .942 1 1.654 2.101 SCALE: HALF SIZE .711 I l { 10 CENTER MATE 2 11 NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SMALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: ADVANCED ALUMINUM CONSTRUCTION MIAMI, FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN. Fy a 33 KSL POP RIVETS SHALL BE 3/16 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18 OF CENTER (VERTICALLY). 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ DADE COUNTY PROTOCOLS PA 201. 202. AND 203. 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION ICTCI TEST REPORT No. 96 -024 AND 96 -037. 9. TOP DETAILS MAT ALSO BE USED AS SILLS. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS. ADJ. SILL -TOP O ADJ. SILL -BOT. 2.00V SCALE: HALF SIZE ANGLE 1.533 SCALE: HALF SIZE .055 -1 ITYPI ! !_� O 90° END SLAT .050- O FLAT END SLAT SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY c .a ./.600 HOLE 0 !• 1 t100 I J - 12 ROLLER ASSEMBLY SCALE: HALF SIZE I 1250 90° END SLAT SCALE: HALF SIZE SCALE: HALF SIZE .050 .025 13 INSERT SCALE: HALF SIZE .251 11. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIIENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SMALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT : 1..:1: 19 BY /� %..._ :-/ PRODU ONTP.OL DIYISI BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q ,- 110.6. OR —NYLON WHEEL of n 1 e !It :aul• jlar.vn by AS NOTED 00 [ design by fcn.ck.0 by t vJK ( VJK or...ing no. 96 -806 an**. 1 of 6 SCALE: 3 rxrx1/e ALUM. ANGLE 3 *10 TEK SCREWS OR 3- 3/16'0 ALUM. POP RIVETS ITYP1 r • 2- • 1 /e' ALUM. TUBE 6063 -T6 ALLOY SCALE: 3- • r -0' N.T.S. SECTION r MIN {-- -� - TENSION FASTENER OC ANCHOR SCHEDULE) 1 O ALT. CLOSURE DETAIL Mai EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE VARIES - NO LIIIT TYPICAL ELEVATION O CORNER CLOSURE DETAIL 010 x 1/2' GALVANIZED SMS OR 3/16 ALUM. POP RIVET 0 te O.C. r xrx.055 - ;rxrx.05S xrx .0SS';rx4 - x .05S - ORrx x .12S' AL_ ANGLE *10 TEK SCREW OR 3/16'0 ALUM. POP RIVET 0 24' 0.C. (TYP) TWO V4 - • SHEAR FASTENER EACH ANGLE ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE 0 /e' ABOVE OR BELOW CENTER (SEE NOTE 61 BOTTOM TRACK SCALE: 3 . r -0 SCALE: 3' . r -0- INSIDE CLOSURE KNOB (OPTI NAU 6 - 1/2 - ---- -� TENSION FASTENER 4111 O.C. (SEE S CHEDULE) i 1' .4s tr IIIIMIIIW06:111 ALT. CLOSURE DETAIL r x2 - x.125 - ALUM. ANGLE CONT. (S SE EE AA/pIOR SC SCHEDULE FOR ANY ACCEPTABLE ANCHOR). LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER —� *10 x 1/2 GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET 0 1e' 0.C. r xrx.05S' ;rxrx.OS5 "; r x3 - x.055';rx4'x.055' ORrxS'x.12S' AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS L NUTS W/ LOCK WASHERS 24' O.C. EXISTING STRUCTURE UE ALT. CORNER CLOSURE DETAIL MIN. GLASS (SEE SCHEDUL IN. SHUTTER SEPARATION PAGE 5) 0.062' THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8 BELOW CONCRETE) 1 -1/4' EXISTING GLASS MI. SHUTTER SEPARATION PROM GLASS. (SEE SCHEDULE PAGE S) TYPICAL PLAN VIEW SCALE: 3" • r -0' SEE FASTENER SCHEDULE 0 I- OPTIONAL DRILL S/0 MOLE BOTTOM OF EXTRUSION 4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP) SCALE : 3'a T 0 8 . - 3/4' MIN. 1-V2' MAX. r PLAN VIEW SCALE : 3'. 1•- 0' j060- ALTERNATE O FLOOR MOUN - JOINT BETWEEN REMOVABLE AND FIXED SILL < a a. N au . Oa 00. < W N X r X X �. < W M X a l T DETAIL TENSION FASTENER 0 24' O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 1/4'0 RAWL CALK -IN W/1/4-20 TRUSS HEAD MACHINE SCREW ISEE SCHEDULE PAGE 6 FOR SPACING NFOJ SECTION r MN. / ® REMOVABLE FLOOR TRACK DETAIL O OR L 5C) ASSEMBLY OPTIONAL ACCESS MOLE rxrx1 /e ALUM. ANGLE W/ 3/16 POP RIVETS D 6' O.C. - --fi) I r a — EXISTING STRUCTURE 1/4 MAX. EXISTING STRUCTURE - _ . �ili� i:�n: j ;�i: F..:;;F..:;;;;;;; ; SHEAR SEE ANCHOR FASTENER B /7(ai,i PRC;U:) :1177:3L Chit ^ JZ6 Qq OPTIONAL 1/4 RAWL CALK-IN W/ 1/4 -20 TRUSS HEAD MACHINE SCREW (IN LEU OF ANGLE & FASTENER P REAR). SEE SCHEDULE AGE 6 FOR SPACING INFO. it iZl IV _ f 1? � ( I i �o I � I � INS 1:6: ial W� l 1 -I IO QU "< ° UIIW 1 O Q 1- o8 e .- l IN .� a. < = = r� u Iaa N4otI � WiW r I N F- 1'W: 1 I�So : IIz : • 0 01 Inn.r 1 l d i m .-L W a. r- IP• IUr O >I,�FII:i M I No Wz. W U ° « —a ..". iY i x1a.. o �n�Jlul xi- 1 ft I co O f II 1 Y cl < CC Z � CC o z V ; ot CD IT r . ^61H , 3�0 W N WY. N >. jaN Sig F o• No: . 8 1996 -23 -96 A S 11 r ( a cala i0ravn by NOTE0 00 1 O asl n by ac ka0 y 9 yJC I chit vJK f crowing no. 1 96-806 MIN. SHUTTER SEPARATION FROM GLASS (SEE UNCOIL/ PAGE S) GLASS OR DOOR 1I W O O WALL MOUNT SECTION G SCALE : 3 1•- o- ol= -GLASS OR DOOR 11/18796 10:38 1 � - EXISTING — TENSION FASTENER (TYP, / TOP & BOTTOM). SEE ANCHOR SCHEDULE FOR SPACING REQUIRED. BUT DO NOT EXCEED 6' SPACING CONT. { vr CONT. J 11 CONT. - --- - -SCALE 3'• -t'- 0' EXISTFN9 STRUCTURE TEN (TYP. TOP & BOTTOM) ROLLER ASSEMBLY 12 TYP. EVERY OTHER P Ivr r EXISTING STRUCTURE MN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) 9 -3/16' MAX. 1/4" MAX. OCONT. /w 1/4- 0 MA TS tr o.0 (TYP. TOP & BOTTOM) — ALT. ANGLE LEG DIRECTION / REVERSED ANGLE LEG MAY ' BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP). CONT. 0 CONT. 1/4' MAX. yr 1/r NOTE: £ OSTIHtG BOTTOM MOUNT DETAIL STRUCTURE MAY BE USED AT TOP. O BUILD —OUT MOUNT SECTION K )9il SHUTTER SEPARATION Z FROM GLASS (SEE SCHEDULE PAGE 5) ` d u 0 < a C W f J W <j J O Z r X Z OLO < W W GLASS OR DOOR 3/16'• POP RIVET OR N12 TEK SCREW 06 (TYP) ASSEMBLY rxrx ALUM. ANGLE W/ 3/16 - • POP RIVETS 0 6" O.C. EXISTING STRUCT O CEILING /INSIDE MOUNT SECTION N UT O 12' MC. (TYP; TOP I & BO OM) ROLLER ASSEMBLY 12 TYP. EVERY OTHER P N O V4' MAX N < � p0. ea N J W N J _ <Z N X =, 4 W Z •+ N 1/4. MAX 1 -SHEAR FASTENER STAGGERED (SEE ANCHOR SCHEDULE) SCALE : 3 "0 r- 0' z <,,, � W o. < GLASS OR DOOR EXISTING STRUCTURE HEAR FASTENER ISEE ANCHOR SCHEDULE) 1/4 MAX. z Z , <r 3/16 "• POP RIVET 0 6" O.C. (TYP) 11/4' MAX. OPTIONAL FASTENER IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/2 OFF CENTER EXISTING STRUCTURE EXISTING STRUCTURE OR DOOR -- 0 MIN. SHUTTER *RATION FROM GLASS (SEE SCHEDULE PAGE 1 /4 "0 W000 LAG SCREW IN TENSION (SEE ANCHOR SCHEDULE FOR SPACING. EMBED. OR ALT. TENSION PASTENER) TYP. TOP L BOTTOM W000 PRAMNG (TYP, TOP & BOTTOM) Ilk' MAX. 1/4' IHAX. O WALL MOUNT SECTION L SCALE : 3". 1'- Cr - - W000 FRAMING SHUTTER SEPARATION FROM GLASS (SCE SCHEDULE PAGE 51 GLASS OR DOOR WOOD FRAMING --O CONT. - POR LARGER SPANS USE TWO rx S' AL. ANGLES (SEE .SCHEDULE 1 TYPE C) , - T FAST ENER ISE! ANCHOR SCHEDULE) TYP. TOP & BOTTOM V2' 1OTOP & BOTTOM 0 CONT. - POR LARGER SPANS USE TWO r x 5' AL. ANGLES (SEE SCHEDULE 1 TYPE 0 SCALE : 3". r- o" - ,— NUT 2012 MACHINE .ITBYP. BOLT L BOTTOM) 1/4' MAX O BUILD —OUT MOUNT SECTION SCALE : 3"a r- o IOTOP & BOTTOM CEILING /INSIDE MOUNT SECTION SHUTTER SEPARATEN GLASS (SEE SQQOULE P AGE S) 30/16' MAX. GLASS OR DOOR --- EXISTING STRUCTURE J O BUILD —OUT MOUNT SECTION SCALE : 3 . r - 1/4'0 W000 LAG SCREW M SMEAR (SEE ANCHOR SCHEDULE POR SPACING. EMBED.. OR ALT. SHEAR PASTENER) TYP. TOP L BOTTOM 1/4' MAX. { 1/4' MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE T a;�R DA NuPrR —?l g2 BY PRCDi. DIYISID BUILDING CCU COM ?[LANCE OFFICE ACCEPTAd ' CE NO. , -/ EXISTING STRUCTURE 2"x2 "x .050' ALUM. TUBE TYP. TOP L BOTTOM 1 /4' MAX. j z Z < < 0. W N N < a O a W r id = X O N W <Z x Zu W N r to N 1/4' MAX. — TENSION PASTENER (TYP, TOP & BOTTOM). SEE ANCHOR SCHEDULE POR SPACING REQUIRED. BUT DO NOT EXCEED 6 -1/2" SPACING 1 1 • I 0 i i 0 v i I 1 SCN. ar.. by AS NOTLO ' J� GO trireme no. 96 -806 checked by v. I 3 of 6 - ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2' x S- Tv • .12S Tf • .125 5 9' -5" r -o 6' -r rx 7- To • .072 Tf • .22a 5' -0 13' -r r -o tr -• ■0' -0' 10' -4 ∎ x 9- Tv ..072 Tf ..224 5'-r 15' -t1 r-o- 13' -7 10"-0 12'-8 • 11/18/96 10:38 EXISTING STRUCTURE THREE 5/16'8 CALK-010 3-Vr 0.0 W/ 1 MW. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE DIST. GLASS OR DOOR GLASS OR DOOR THREE 5/16 - 0 CALK-IN 0 3-vr O.C. W/ 1 MIN. EMBED. W CONC. OR HOLLOW BLOCK W/ 3 -3/4' M0/. EDGE OIST. a F — , • 4 L.- !d EXISITNG STRUCTURE 4 P1I= • n� v. . EMB. • SCALE : 3'• 1'- 0" '- ALT. LEG DIRECTION MAC. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) (MAX DESIGN LOAD t 72 PSF) N TOP SUPPORT BEAM DETAIL SCALE : 3"• 1'- 0" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) 3/16 - • POP RIVET OR *12 TEK SCREW 0 6" O.C. ©&C) ASSEMBLY s2� 3' /a -8' 1053 -T6 ALUM. ANGLE OR TWO -2 • 3' x 1/• x 0' -8 6063-T6 ALUM. ANGLES 7 — THREE -1/4'8 THRU BOLTS r Tv Tf — Tf r MIN. x r . 1/4 x 0' -r 6063 -T6 ALUM ANGLE OR TWO-2" x 3 x 1/r x 0' -11" 6063 -T6 ALUM. ANGLES THREE -1/4'8 THOU BOLTS ALT. LEG O(RECTION (MAX DESIGN LOAD t 72 PSF) - O O BOTTOM SUPPORT BEAM DETAIL AL. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) 014 SMS 12 O.C. 3/16 "0 POP RIVET OR *12 TEK SCREW IA 6 O.C. AL BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) ow. SMSw12 0.C. STAGGERED 1/4 MAX. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) GLASS OR 000R 3/16 POP RIVET OR 012 TEK SCREW (,n 6 O.C. ®3-0 ASSEMBLY • EXISITNG STRUCTURE --- VLG fV.1 DETAILS %I 2. SHUTTER SPAN TO BE won't) ED TO THOSE SHOWN RI TABLE. PG. 5 GLASS OR DOOR PLYWOOD AND STUCCO roost., rxr x.050 "OR x3 - x .050 AL TUBE OR r x 6 P.T. WOOD BLOCKING 'O1 W! VI . MIN. SHUTTER SEPARATION FROM GLASS SCALE 1 3'. 1'- 0' 1� 4> I �L -1/2 - 0 THRU BOLT ) .• ` • 12 O.C. --— .V+— TENSION FASTENER (SEE ANCH SC EMBED.: \` CONT. 2 x 3" x .080 R WALL MOUNT SECTION 3/16 POP RIVET OR 012 TEK SCREW p 6 O.C. X < X N GLASS OR DOOR © L� ASSEMBLY A00 CONT. P.T. r x WHERE COUNTER TOP I5 NOT WOOD FRAMED ALUM. ANGLE (MAX DESIGN LOAD t 75 PSF) O PASS THRU DETAIL (IN CONCRETE ) SCALE : 3 - . 1'- 0" vL MAX. FOR W000 BLOCKING USE 1 /4"• S.S. LAG SCREW W/ 1-1/2' PENETRATION INTO W000 BLOCKING • 12 0.C. FOR AL TUBES USE V4'• S.S. LAG SCREW W/ 1-1/2 PENETRATION PITO CENTER OF STUDS LOCATED • 21. 0.C. MAX. L ONE 014 SMS I! MIDWAY BETWEEN STUDS. TWO 1/4'0 S.S. LAO SCREW • 24 0.C. MAX. W/ 1 -3/4 PENETRATION IN CENTER OF STUDS MML $MUTTER SEPARATION FROM GLASS (SEE SCNEDNLE PAGE 5) 3/16'• POP RIVET OR 012 TEK SCREW GO 6 EXISITNG STRUCTURE CONT. 2' • 3' x .080 - ALUM. ANGLE ADO CONT. P.T. r 4 x - / 1 /Y0 THRU BOLT WHERE COUNTER TOP 1S \ GI 12' 0.C. NOT WOOD FRAMED TENSION FASTENER (SEE ANCHOR SCHEDULE) (MAX DESIGN LOAD t 75 PSF) PASS THRU DETAIL (IN WOOD ) SCALE : 3 0" 3/16 - 0 POP RIVET OR 012 TEK SCREW 0 6 0.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE'CA'NU hRSQ 19 BY PRCDUC BNTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE R0. R;6 -I 1 Z•6 • d q O rul I ?iu 1 Z m ▪ - Z N Z 0. '^ x I{n O Ji <1O Z e a vl¢I < ri IF�r J � ♦� . O�,; Q�rl UO 0 0 WT I•{:]I J O�I, Q p 3 N W 1: = 1= a 1 : S ;.>IV NNU. 0. II N nnN.6; m in ' -J l'7.:' ` 11 ItiL ,. , pI W : I >> O3 In • ZI Wz < Nm• . S ItJ l l NO W a IS { OM I Ww N 4, II¢• J, }io 1 J- S <.IOIe- .ozp1. u!SJ I U la n 1 L ij r vJ. PROFES FL L s No: PE •• 8 ,,i1fit 8 1996 I.c.le 1(dr.vn by I AS NOTED I 00 f a.>Nyn or 1 Ch•cr.d ep 1 VJC ,I VAC I i drawing no. I 96 -806 7 -23 -96 .seer 4 et• MAXI ALLOWABLE,SPAN SCt$EOULE „it NEG. LOAD (PSF) TYPE A ALL MOUNTING CONOTIONS EXCEPTQI OK • (FT - IN) 4 -P"ti g , .4' TYI SINGLE A ANG O ANGLE REQUIRED 3 -3 /4" MAX. B.O. (FT - IN) Tl6it C O DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) VI TYPE O DETAIL 9 -3/16" MAX. B.O. (FT - IN) 30.0 13 -1 12-4 13 -1 12 -7 38.0 13 -1 11 -0 13 -1 11 -2 40.0 12 -11 10 -8 12 -5 10 -11 48.0 12 -4 9 -9 10 - 10 -0 52.0 12 -1 9 -4 9 - 9 - 56.0 11 - 11 9 - 0 9 - 0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10 -11 8 - 8 8 - 67.5 10 -9 8 -3 8-3 8 -3 71.2 10 - 3 8- 0 8- 0 8 2 75.0 9 -8 7 -8 7 -8 8 - 0 81.4 8 11 7 0 7 0 7 4 86.8 9 -5 6 -7 6 -7 6 -10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5 -7 4 - 4 - 4 -7 140.0 5 -2 4 -1 4 -1 4 -3 150.0 4 -10 3 -10 3 -10 4 -0 160.0 4 -6 3- 7 3 -7 3 -9 170.0 4 -3 3 -4 3 - 4 3 - 180.0 4 -0 3 - 2 3 - 2 3 -4 190.0 3 -10 3 -0 3 -0 3 -1 200.0 3 -7 2 2 - 10 3 - 210.0 3- 5 2- 8 2- 8 2- 10 • IE 1 11/18/96 10: 37 170 165 - ....;..._;.....: 160 - 155 - .150 145 140 135 - 130 - 125 - 120 - 115 - 110 - 105 - 100 - 95 90 30 I 40 ACCORDION SHUTTER SPAN VS. DESIGN LOAD DIAGRAM 50 T • • • 1 60 70 DESIGN LOAD- NEGATIVE (PSF) • • • 80 NOTES- s` 1. REFERENCE APPROPRIATE COLUMN IN TABLE 7 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SEPARATION FROM GLASS SCHEDULE PAGE 5 EMBED. i s SCALE : 3's 1'- 0" O FLOOR MOUNT SECTION 1/4" MAX. 17 EXISTING STRUCTURE SHEAR FASTENER SEE ANCHOR SCHEDULE A B L E 2 MINIF QM SHUTTER SEPARATION FROM GLASS (INl POSITIVE DESIGN LOAD (W) (PSF) 30.0 40.0 50.0 60.0 70.0 80.0 ACTUAL SPAN (FT - IN) 5 - 0 7 - 0 8 -0 11 - 0 13 - 1 5 -0 7 -0 8 -0 11 - 0 12 -11 5 - 7 - 8 - 0 11 - 0 12 - 2 5 -0 7 - 0 8 - 11 - 0 11 - 8 5 -0 7 -0 8 - 0 9 -6 10 - 4 5 -0 7 -0 8 - 0 11 - 0 12 - 1 MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) 2 -7/8 2 -7/8 2 - 7/8 3 3 -3/4 2 -7/8 2 -7/8 2 -7/8 3 3 -3/4 2 -7/8 2 -7/8 2 -7/8 3 3 -3/4 2 -7/8 2 -7/8 2 -7/8 3 3 -3/4 2 -7/8 2 -7/8 2 -7/8 3 3 2 -7/8 2 -7/8 2 -7/8 . 3 -1/8 4 MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1 -1/2 1 -5/8 1 -5/8 2 -1/8 2 -3/4 1 -1/2 1 -5 1 - 5/8 2 -1/4 3 1 -1/2 1 -5/8 1 -3/4 2 -1/2 3 1 - 1/2 1 -5/8 1 -3/4 1 -3/4 3 1 - 1/2 1 -5/8 1 -7/8 2 -1/4 2 -5/8 1 -1/2 1 -3/4 1 -7/8 3 -1/8 4 5 - 0 2 -7/8 90.0 100.0 7 -0 8 -0 11 - 0 11 -6 5 -0 7 -0 8 - 0 9 -0 10 - 3 2 -7/8 2 -7/8 3 -3/8 3-7/8 2 -7/8 2 -7/8 2 -7/8 3 3 1 -3/4 2 3 -3/8 4 1 -1/2 1 -3/4 2 2 -3/4 3 1 -1/ Z APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATEIFtIOUARY , 2 r19 BY PRODUCT - CUHTROL DIYISIO! BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.'?- 11 Zb.6R Z I . a �oll� itn« �a t' a r Z llv110 Wt < ri J J r II N I Q Ia7 x C�II NI WI ° N . if. ' W ' < W i N I Zif r l'�«l 6. I WI W I N' 1- W 0 1 • !Oft. aN ,f J a Vi e wn > � W < I I N � e°,v. 10114 uJ K!:::1117[1 J i } o 0 Y � o14..i I v1 =i ik I N = t i = > 1 w z Nmm I z r 0 i mr. I Q G 3J.0 I I 1 l /� V .H LL 2 Q` - It O II <o Q I �C i tJi. • IZ; • Z Y toIo 11-i2I 12'WI • c O 0 • 1 96 -806 scare (drawn by 1 1 As NOTE0 00 f d.aign eY ch.ck.d by; drawing na 1 &nut 5 .l 6 5 W l0cc z - L " N u X a: W t- o ANCHOR TYPE ANCHOR SCHEDULE FA S FNEF2 SRACING+REGUIRED (INCHES O.C.) FOR VARIOUS DESIGN LOADS NEG. LOAD (W) P.S.F. MAX. 5' -0" MAX. 2" EDGE DISTANCE SPAN FT. 8' -0" MAX. TENSION SHEAR TENSION SHEAR 13' - MAX. TENSION SHEAR S MAX. TENSION SHEAR 3" EDGE DISTANCE SPAN FT. 8' -0" MAX. TENSION SHEAR 13' -r MAX. TENSION SHEAR V4'• ITW TAPCON W/ 1 -1/2' M1N. EMBEDMENT ■ 1111111 1/4 "• RAWL CALK-IN w/ 7/r MR EMBEDMENT L 1/4-20 BOLT Ii .11 IMEE NOTE 44 1/4"• RAWL DRIVE POI w/ 3/4" EMBEDMENT 1/4'0 FEMALE "PANELMATE" W/ 1-S /6" MN. EMBEDMENT L 1/4 -20 MACHINE SCREW .111111111111111111 ($U NOTE 43 4 8 62 72 92 210 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 12 12 12 12 7 12 12 12 12 10 12 10 9 7 3 12 12 12 10 4 12 12 12 12 6 12 12 12 11 S 8 6 5 4 N.A. 12 12 12 10 4 12 12 12 11 4 12 12 12 12 6 8 5 5 4 N.A. 12 9 8 6 N.A. 12 12 11 9 4 12 10 9 7 3 5 4 3 2.5 N.A. 12 9 8 6 N.A. 12 10 8 6 3 12 12 11 9 5 4 3 23 7 6 5 4 N.►. 10 8 7 5 N.A. 8 6 5 4 N.A. 3 25 N.A. N.A. N.A. 7 5 5 4 N.A. 12 12 12 12 8 12 12 12 12 12 12 11 10 7 3 12 12 12 10 4 12 12 12 12 9 12 12 12 12 10 12 9 8 6 2.5 12 12 12 12 6 12 12 12 12 5 12 12 12 12 8 9 7 6 5 N.A. 12 10 8 6 3 12 12 12 12 S .2 12 12 12 6 7 6 5 4 N.A. 12 12 11 8 3 12 1 1 9 10 7 3 12 12 12 1 1 S 5 6 3 3 N.A. 7 6 5 4 N.A. 12 11 8 3 12 12 11 9 3 4 3 3 N.A. N.A. 10 7 6 S N.A. 0 0 3 1/4 "• ITV TAPCON W/ 1-1/r MBi EMBEDMENT 111d111111111111N11111111111111111- 1/4'• RAWL CALK -N w/ 7/8' MEL D/L0e IT 6 1/4-20 BOLT 10 (8[E NOTE 4) 1/4'0 BAWL DRIVE POI w/ 3/4' D IEDNENT 1/4 - • FEMALE PANELMATE' W/ 1 -5/6 M04. EMBEDMENT L V4 - MACHINE SCREW (s!E NOTE 4) 1/4 "• LAO SCREW W/ 1 -7/8' MIN. EMBEOMENT W/ 3/4' MN. EDGE DISTANCE 1 =11 , IlU11111111111111111111111 62 72 92 210 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 12 12 9 4 12 12 11 9 4 12 1 1 9 7 3 12 12 12 10 4 12 12 12 12 12 12 12 9 4 12 12 11 8 3 9 7 6 4 N.A. 12 12 12 10 4 12 12 12 11 5 9 9 7 7 6 6 N A N A 11 10 8 8 7 7 5 5 N.A. N.A. 9 7 5 4 6 3 4 3 N.A. NJ. 12 12 9 9 8 8 6 6 N.A. N.A. 12 12 12 12 8 12 10 8 6 3 S 4 3 N.A. 6 5 4 3 N.A. 5 4 3 25 N.A. 7 6 5 4 N.A. 12 12 12 10 S 5 4 3 N.A. 6 4 4 3 N.A. 7 S S 8 6 5 4 N.A. 12 12 11 4 12 12 12 11 5 12 12 10 8 3 12 12 12 10 4 12 12 12 12 12 12 12 6 12 12 12 12 7 12 10 3 2.5 6 3 N.A. 12 6 12 12 11 10 6 3 12 10 9 7 3 10 7 6 N.A. 12 10 6 3 12 12 12 12 12 11 3 12 12 10 6 12 12 3 10 3 6 4 6 3 12 12 12 7 6 4 6 12 9 6 3 3 48 12 12 7 7 12 ANDleit NOTES. FINISH OR STUCCO. 2. ANCHoRS SHALL SE iNSTALLED 04 ACCORDANCE WITH 3. WHERE EXISTING STRUCTURE IS SHOWN AS CoNCRETE. IT IS PGA PRESENTATION ONLY. EXISTING STRUCTURE MA Y CONCRETE. WILLOW BLOCK. OR WOOD FRAMING. REFERENCE ANCHOR scwEDuLE Fon PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. OF THREADS IN BASE ANCHOR AND MAY NAVE EITHER A PAM HEAD. TRUSS HEAD, OR WAFER HEAD !SIDEWALK 801.11. U.O.N. S. WHERE extsrlso sraucrun ts Wow FRAMING, WOOD PRANING CONDITIONS VARY. MELD vERIFY THAT FASTENERS F ARE RAmiNG. INTO ADEQUATE W000 FRANING NENBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OP STUD FRAmoiG. FASTENER SHAU. BE LOCATED IN CENTER OF 2x WOCO STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. 7. FOR BUE-0-OUT MOUNT SECTION ()ANCHOR SPACINCI SHALL 8. 1 BUILD-OUT MOUNT SECTION° ANCHOR SPACING SHALL NOT EXCEED 6" 0.C. N.A.. DO NOT USE ANCHOR. TENSION . WALL MOUNT OR PUL.LOUT APPUCATIONS. SHEAR FLOOR AND CEII-ING MOUNT APPLICATIONS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY V BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 3_4_7112.6.:12-9 !Lau ra7roliii- I .1 I Wm X 4 MI 4611.44 2 co en tvert 1 AS NOM 1 1 6" 7 . 00: 171 ) Orewtog no. 96-806