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1234 NE 101 St (3)Issue Date: 5/26/2006 Owner's Name: JANN RUFENER Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1234 101 Street NE Comments: ALUMINUM STORM PANELS Additional Information Miami Shores Village, FL 33138- Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $5.00 $170.00 $3.00 $4.25 $184.65 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/20/2006 Contractor(s) Phone Primary Contractor HOME OWNER Yes Type of Work: SHUTTERS No of Openings: 7 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -5 -06 -1396 Phone: 1132050080030 Lot: PB: Total Square Feet: 0 Total Valuation: $ 2,320.00 Required Inspections Shutter Attachment Shutter Final Invoice Number WS - 5 - 06 - 24992 Total: Amt Due $184.65 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. • • • .• • • • .•• •. •• • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • Shield Shutters ACCEPTANCE Net.: 01'0411.05 . •. • • • •... • ........ • • • • •.• . • • • • . . . • • •••• APPROVED • : • 05129/2001 • • EXPIRES ." : : 002,919(10t•• •• • • .•.•••••. • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDI PII514S • • • • ••• • • • 1. SCOPE This approves an Aluminum Extruded Residential Bertha Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Extruded Residential Bertha Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -222, titled "High Winds Shutter ASSA / Residential Bertha Accordion Shutter ", prepared by Tilteco Inc., dated July 14, 1999, sheets 1 through 10 of 10, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Extruded Residential Bertha Accordion Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. Makar, P.E.- Product Control Examiner Product Control Division 2 Shield Shutters NOTICE OF ACCEPTANCE: ACCEPTANCE Nor : •• • • • • • APPROVED • • • •. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••. 0.f -0411.05 .•. . • • • •. •• • • • • • • • • • • • 175/29/21101 • • EXPIRES .'• : Q547121)0§• • . • • • • ••• • • • • •. • • • • STANDARD CONDITIONS • • • ••• • • • 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE d e r, /1/6— Helmy A. akar, P.E.- Product Control Examiner Product Control Division 3 �acu1 FT— j j $ °057 r 00 SILL ADAPTER SCALE 3 /8' - 1 ' 7/4' 0 - 20 S S THUMBSCREW / WIVES SEE NOTE BELOW 111 Q LOCKING PIN SCALE 3/8' - 1' I WALL HEADERS WALL HEADERS MAIMED Us7) SCALE 3/8' - 1' © MALE LOCK SLAT SCALE• J/8• 1' 6' Mk. FUR UP TO 8' -0' SHUTTER BLADE LENGTHS 0 12' IVA FOR SAUTTFB BLADE 47467/5 GREATER THAN UP 7D 72' -0" ALTERNATE LOCKING PIN SCALE 3/8' = 1' ® FEMALE LOCK SLAT SCALE 3/8' - 1' WALL HEADER WALL HEADER (mown) USE) SCALE 3/8' = 1' COMPONENTS 1.000 SCALE.' 4/8' - T" 725 L-1730'-4 PLAN SCALE J /8' - 1' Q LOCKER SCALE 3/8'. 1' ® CEILING HEADER SCALE: 3/8" - 7" 1 -I.17i =f-- 2000 =/ 2750 -� FRONT ELEVATION © BOTTOM BUILT -OUT OF FEMALE END SLAT © STARTER STRIP SCALE.' J /8' - 1' SCALE 3/8' = I' IO MALE LOCK SLAT QJ FEMALE LOCK SLAT SCALE 3/8" - 1' p d L © SILL SCALE 3/8' - 1' � f D � Aeey 4IIW © RESIDENTIAL BLADE SCALE 3/8' = 1' 702 477 .JSB i7Y FEMALE RESIDENTIAL BLADE SC4L 13/8' - I' S0J0• Max. QO ALUMINUM ANGLE SCALE 3/8' - 1' r- 1.500 QK LOCK CLIP 4' LONG SCALE 3/8' - 7' Lazy Lin IL ECO,NC. a =ONO • ZNOTWERINO COMPANY 1 AiNr -Sin . P=I•I7 WALTER A 70717 .Y. P. E 00P8A Lk. 1 44167 S ALL AMMAN POP R1£7S TO E 5252 ALUMINUM M 411OT IOM M DENUM 'MACRO. 6 BOLTS 7O BE 202474 ALUMINUM ALLOT 64214770 0R STAINLESS 51717. NTH u h0 WNOAN 6200620 REID PON7. 7. MOORS TO HILL MULL E AS M0LOW5: PRESS 077108NLSE ACRD) (.A) TO COSMIC PARED 80406[705 - 1/4 I TAICOV AWKW5 As Y7M7ACM2O Br LT.W. 70675777 aR QM MOUSOIES NC. - 1/4 I RAM. 241UC NUM ANCHORS AS MANUFACTURED BT THE RAM. PLUG COMPANY. PIC - I/1' 0 A 7/11' RAM. CALK-AY AS MANUFACTURED 8Y THE RAKE PLUG COMPANY. NOTES. AI) MNdU M EMBEDMENT OF 7472 N moms 2170 POURED CONCRETE S I J/i' *8467N EOBEDOer O' MILE IA/44C ewe S 7 3/8 A57 I /4' • A 7/O' MW. CAIN -N NCH= STOLL E EMMY ElE1EO0E0 MO THE POURED CONCRETE NO 0M$OtENT PRO STUCCO MULL E PERMITTED. 7/4' 0-20 SCREWS USED MULL L 1 7/1' LONG wawa SHOULD 5774008 EAST. AJ) N CASE MO PRECAST 01017 P6E0tsr CONCRETE PANED OR MYERS 877 FOUND oh THE EO50N0 NW. OR FLOOR ANCKWS MULL BE LONG ENO6CTH 70 REACH THE MAN summer MONO SUCH PANELS AAR9KARAOE MULL 8C AS POI A7ED ON MITES A a AI ABOVE (8) 7O COSTING CONCRETE BLOCK MAW - 1 /4' • TA CON ANCHRS AS MANUFACTURED BY 17.6. RAOSET 0R ELLC N4U37NES INC - 1/4' • RAWL 2770 A IN ANCHORS AS MANUFACTURED RN MME PLUG COON" INC. 1/4 • A 7/8" REYL CALK-IN AS MANUFACTURED BY OF MWL PLUG COMPANY.. INC NOTES B I) 7m•RM O000NO/7 Or PAWN ANCORS AND MME I.4AC IMAM maws NTO THE CMCAETE BLOCK U47 SHALL 877 I 1 /1 8.11 1 /4' • K 7/8' MUM CALK-IN ANCHORS 9041 E ENTIRELY EMBEDDED INTO THE CONCRETE BE PERMITTED. 7/4" -25 5=15 USED SHALL BE � MININUM SHOULD 577 00 7761ST. ELT) N CASE TAT PRECAST 5707E OR PRECAST CONCRETE PANELS E FOUND ON THE EAO50H0 WAD. ANCHORS SHALL E LONG ENOUGH TO RFA01 THE MAIN STRUCTURE WINO SUCH PANELS ANCAGUCE STALL BE r 7 /4' 7070420 FOR ANCHORS MENTIONED N 8I4 a 7/0' RN MYJIORS AOMO 0 IN 772.} (C) MOORS SHAL2 SE INSTALLED W/MAL7URIRN: OWI ALL OT 7)77 RECCUB*WION5 AND SPECIFICATIONS OF RE AACHEN'S a eLvA AND 7070 20070770 ran 07OERW 7175 Q. a ®, a THE srwrasQs ARE LIMA THE AVERT OF EASTERN METALS B T FALL BE THE RESPONSIBILITY EF 7770 commove 70 10720 71E meow= OF THE STRUCTURE WERE FRITTER s 70 BE ATTACKED 7O Ia512E ROPER AAODRADE 10 EACH 1747 CAST BEAR A PERMANENT LIBEL N A MIME PUCE WITH A 64RKBD NOTE NSTMAC7NC THE TENANT OR HOME OWNER THAT AU LOCIO C TENS AS WEE AS 80H LOCKERS MUST 877 PROPERLY &SWEEP a =RED DURING MVOS OF 6.8617E WARM. 1 1. 9RITR8S 9612 EE PLACED ON THE 845ED SURFACE OF ME FLAW LOCK SEAT DR 0E U®. MALL E ESERY 04047• 1680 MALL READ As FOLLOWS SHIELD SKITTERS IRAK ft. MIAMI-1140E COUNTY PRODUCT CONTROL APPROVED. ler. au • • • • • •• • • •••• APPROVED AS COMPLYING WITH THE SOUTH FLORIDA WING CODE DATE ZOo By •••• PRODUCT CbKTROL DMSION • BUILDING TIBILANCE OFFICE • • ACCEPTANCi 110 ()Iv 04 I l • • • • • •WASS0117) •••• 7272 NW ISM SHEET. • •4I6E0 0 1122 • _*7_24 • � - I . • • • •• • •• .Ifi dJ 31tIIJT/ERS • • • • LIMIT •••• • • • • • • o,%tMI —a4oE :81?" AS • • 7 • • DATE 99 — 22R ORAMIN0 No • ••• -• SHEET 1 OF 10 • • • /IS+J /s'S S SM.S 0E 0.0. POURED CONCRETE OR CONCRETE BLOCK KILL REOUREO /10 r r S S 7/18 • 0 7 /8' NYLON BIASFOAG --SEE SCHEDULE FOR— AM. 5EPARA1708 S TO I cuss OF COSTING 7171400W OR S a 0. CONCRETE *804077$ SEE SCHEDULE ON SIW 8 & NOTE ON SHEET 1) WALL MOUNTING INSTALLATION - SECTION A WALE : J /8 = g /70 r J' S S S. M. S W/ LON BU SM'lC • ry7. TOP & BOTTOM (EXTERIOR) & BOTTOM (INTERIOR) RECLIP J " 1 I 1.500' • gg / 10r J S S • S *L S W/ (T 80770*7) • NYLON BUSHING /10 + 3/4' S S S. M. S 012' 0. a 7W E.4. SIDE I' Jr 2' r .125' Cont. ALUMINUM ANGLE (8061 -18 ALLOY) U..— RAWL CALK -W ANCHORS EDGE OF SLAB Rm. CALK -IN **040775 � C SCEDULE F APPLICABLE (SEE SCHEDULE ON ON SHEET 7) • SHEET 8 • NOTE 7 ON 57117 /) REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION BI SCALE : J /B' _ * ALTERNATBELY TO I • + 2 Alum, ANGLE W/ ANCHOR. DRILL HOLE Are) TO WSTALL RANI. CALK -IN A. COVER HOLE WITH NYLON CAPS WALL MOUNTING INSTALLATION - SECTION Al SCALE : J /B - Ea - au ON SHEET 8 OF 10) NOTE FUR CONEWN1108 OF SLCTI0NS 1,1087170 51107775 GIN or ANY NAY 70 5117 ANr WSTAL AITON. POURED CONO¢Ie REQUIRED --SEE SCHmULE FOR M.'n. SEPARATIONS TO I CLASS or EXISTING WWOOW OR S G 0. /10 J /f S S S M. S OR 3/78• • Ahmx POP MATS O l2' a 0. ALTERNATE -- L0CAIKri FOR TOP UP FASTENER IL ECO X1.117 PE71M0 f ENGINEERAVO COrOMM JIM F IM r naei 0810 Ramo WALTER A 7778 Jr- P. E FLORIDA Lk. / 44187 CONCRETE ANCHORS a SCNEOULE on I 8 e NON 7 ON 58EE7 I) CEILING & FLOOR MOUNT. INSTALLAT. - SECTION B SCALE : J/B - ,• we N. 1 ®rd- t d!F .7ddn. SHUTTER m OLIN • • • 0 •••• 17 E 0. SOUTH FLOR 1 BUILDING 000E OA • 1,--•(• 0 • • • BY .}/,'Auk/_ ..40. • • • • • PRODUCT f . OL DIVISION • • BUIIDINGCOOE C=IL ANCE OFFICE • CCEPTANCt • *min •••• • •• (A111 124 •••• 7272 AN 258 STREET. • AK x. • • • • • •• • APPROVED AS COMPLYING W7TM THE / i 0 • gg S. • W/ 7/18 /r 7/8 NYLON BUSHING 1p, 10l° d 801TDY ) k 80770*/ (1 811771077 L J1 S S S •um POP RIVETS • re 0. 0. EDGE OF SUB F APPLICABLE • • • • • AyAMI -DADS d(ATft : ODOR* 1 rrt S41. • 7p,* • • .G TE 99 - 2j 0101•780 No • • • = 7 •_ SHUT OF TO .• s ...• • • • • • POURED CONCRETE OR CONCRETE EROo7 WALL REQUIRED SEE SCHEDULE FOR Yin 5EPARAIRIN S" TO CLASS OF EMSIWG -� WINDOW ORS O D — /10 x 2 /4' S S S Y. S OR 18" I Alum. POP O /Y O O ALTERNATE LOCATION FOR TOP UP FASTEN CONCRETE ANCHORS (SEE SCHEDULE ON SHEEP 8 & NOTE 7 ON SHEET 1) #70 U. S • s. S. W/ 7/16' B lL L NYLON .,yp. TOP. ME7.'fOR) /lO r .1' S S S M. S W/ 7/16' I r 7/8' NYLON BUSHING (7P. TOP & BOTTOM. EXTERIOR) & BOTTOM 941ERTOR) /10 r J /I' S S S 4.S OR J/16 I Alum. POP R&M O 12' O 0-20 S.S. x .1 /I' PAN HEAD PHILLIPS BOLTS •/ NUT O /1' O C. WALL MOUNTING INSTALLATION (BUILD —OUT) — SECTION C SCALE : a /B' a I 1 L I' 6 ©. D0 OR E ® -® TYPICAL ELEVATION N. r. s. E O - EDGE DISTANCE SCHEDULE ON SHUT 8 O 10) NOTE FOR 000B?NRON or SECTIONS W4LJTL00R /CE¢lNG YWNaWC SECTIONS CAN BE COMBINED LV ANY NNr ID SUET ANY INSTALLATION. APPROVED AS COMPLYING NATN THE SOUTH FLORIDA B ILDING CODE DA / >rG •• • • • • PRODUCT •OLDMSION • • • BUILDING GQttil IiANCE OFFICE • • CCEFTANCB�IDE c. d �y OS • • • • / IL ECOINC.\ M =TWO • GVOINEERAND COMPANY WLLIER A 711T Jr, P. E A.0RIO1 Ue. / 44767 • H1GN WNW SHUTTER • • • xm A.®nm cmw .avio.v .4701 AS Will* • • SCALE. 7 /7*%ca .. SHIELD SFRJTIF)PS •••• • •44sIA 9 174 • • • • 7272 NW 2173 STREET. • %reef! emu • • • • R mra.s • I All 77 1 • - > or••rw. • 99 — 22P ORAWUM I,P • .THEW= OF 10 • •••• • • • •• • • • • .... • • • MYMMI —DAD£ COUNTY • •••• • • • • • • • • • rr rr .125' OR J" r J' • .090' ALUMINUM TUBE (6063 -T5 ALLOT) / .76 , 1 . 8 . 0 Alum. / r1•3/4 5Y. S S �/ S O B'0.G (TyPJ POURED CONCRETE OR CONCRETE BLOCK WALL RECURRED RED CASE 1 rr 2' • .125' OR J • 3 • .090 ALUMINUM TUBE (6063 -T5 ALLOY) I 1 :.725• Cane Alum. ANGLE (6063 -T5 ALLOY) OR © OR® Mama) (BEYOND) 3/6" • HOLE FOR LOCKING PIN O- (BEYOND) (BEY0N0) :uI REAR • EYA40 (BEYLWD) I'• .12.5 Cont. Ahrn. ANGLE (6063 -75 ALLOY) J /16' • Alum. PCP 90275 OR / 14 1 S S S. MS 6 O G (Ty6J CASE 2 SECTIONS E SCALE. 3/8" = 1 " I /I 0 -20 • /• LONG S AL S O MIDHEGH7 f7F ® 0 FRONT OR REAR (TjP) SECTION D SCALE: 3/8" = 1" 2 ANCHORS EACH ANGLE CASE 3 OR@ OR® (BEYOND) (BEYOND) (4) 3 /16' 0 Alum. / 14 r 3 / 11111 AOP RNE_S OR S S M.S (IMP) �� 4141, EDGE OF SLAB II 2' r r• .725' OR J" • J' • .090' Aiton. TUBE POST • • 2' • .125" • BUSES 572E Num. ANGLE (2 ROMEO) (6063 -T6 ALLOY) ISOMETRIC bra Ar r oa (CORNER POST) & BOTTOM s,@e) CONCRETE ANCHORS • NOTE 7 G (SEE .o 7m 95707 I) 3/6" 0 HOLE FOR LOCONG PIN. SECTIONS D, D' & E iP /O ® y SCALE: 3/8" = 1" 1/ 0-20 r 1' LONG S Y.S CONCRETE ANCHORS O 9" 0 C. (507 7407E 7 ON SHEET r) SECTION D' : ONE SIDED SHUTTER END CONNECTION DETAIL SCALE. 3/8" = 1' IL ECO nun R3T7M0 f OAOWE271/M0 COMPANY 4444 ".. ad cams nam. an44 Al5LE5 A TAUT Jr., P. E FLO6RN Lk. / 44767 0 O 711 © OR® (BEYOND) (arroyo) AY AL700A57KLY 70 L61Mll® LOOX C716 CENO7IAMIES(! ©SHALL ALWAYS E LOCKED DY 9 767050 64 W 7 1' 0-20 r r S 5 57OEIW T�C!L Y 71 Fall BLS 0M r705 RO9POSE &G1 A TA P TES 5764!0 DE PRE -50205 AB N N E DOLT (06ATR 20 20.0 AS BOLTED 774971 W OE 6E "STALLED 70 Kay, D#E I /H 0- FRONT .8 BOLT. 71c5 DOLT Y 0960 OTHER 7716 0770440 OR 6046 Of 54617760 000" a'OOR 1/ O 0 ©._O nr -- =111•1=111111111•111 S S It SOR I� =�1 3/16' • Atom. 1 - I POW RIMS 09'0. G • • • • •• • POURED CONCRETE DR CONCRETE BLOCK WALL 97006670 r 1/2 r 1 1/2' OR 2' r 2' OR 2' r J' OR • 4' OR • 5' r .725' AA6n. MOLE APPROVED AS COMPLYING NTH THE SOUTH FLORIDA BUILDING CODE DA • r40 100/ • • By • • • • • PRODUCT • i ' VISION • BUILDU4GCODE ODMWIANCE OFFICE ACCEPTANCt No. 01.Oc/ // • of • • • • • • • • • MMM1 -DADE COUNTY • • • • • H107 I•HA/DO SHUTTER • • • AS *44* • 4 Am / A®Y66 MIMI =MOM VW= SCALE. SKEW SMIT1ERS • *Ass? 127) •••• 72 NW 2 STRlET. • • "moo GOV ••• • • • • • • • • • • • • • POURED CONCRETE OR CONCRETE. BLOCK WALL REQUIRED 2' x 2• r .125 OR r J r .090" ALUMINUM TUBE (6063 -15 ALLOY) 3/16' I Ahura. POP RIVETS OR 14 r 4 S S S O6 C. ( CASE 1 3/6" • HOLE FOR LOCKING PIN 2' r r r .125" OR J' r J' x .090" ALUMINUM TUBE (6067 -75 ALLOY) l 1 Conf. Num. ANGLE (6063 -16 ALLOY) OR (BEYDNO) 1 (4TJ RA?N/t NYLON SCREW HEAD f� 3 (BEYOND) i ^� REAR f t__r i �I • __ -' ' LA7 1�I r - -; I 0.0 (BEY011D) �J I "x I "r .725' Cont. Ahura. ANGLE (6065 -T6 ALLOY) l6 I Alum. POP OP/ 141 34"5. M.S e'0.G 0 ORE) SECTION D SCALE: 3/8" — 1" CASE 3 Num. K014NTt (1)R) OR® (BEYOND) 2 ' x2 "r .125 OR 3 r 3 r .090 Alum. TUBE P027 (I J/16 • I A/um. FOP R 3/ ' � 74/� S /. Jib *S44100p, EDGE OF SLAB 2 r 2' x .723" r TUBES' SIZE ANY. ANGLE (2 REQUIRED) (606J-96 ALLOY) ISOMETRIC (Iyp. AT TOP (CORNER POST) & B OTTO So L46S) J /6" • HOLE FOR LOCKING PIK AOORA7N 70 (M 7:0015RS. A R£CUAR T LOCK MAY BE USED FOR SECURl11 PURPOSES AT ANY DESIRED LOCATION OF COMMIE COMMIE (INSIDE OR ONSIDE). WHEN USED INSIDE 8/7/847/8 SEPARATION TO GLASS SHALL ALSO BE VERIFIED FROM THE TIP OF 5001 r LOCK OR FROM THE OTHER 57101755 COMPONENTS SHOWN ON 670 SECRON 0 (W 1EVER IS MORE CRT.GV,). t. SERIES 9444 ALI6RNINM (2024 -93 ALLOY) um' FIANCE THIN SHEET NUTSERT. PART 0820. AS MANUFACTURED BY AVM CHERRY ;MORN. PARSIPPENt NEW JERSEY 07054 OR EQUAL CONCRETE 424010RS NOTE ON 9"0.G SHEET (SEE 1) / OEO °R 1 / © ©�r NYLON SOR£W i Num. RNNUTt (1».) HEAD (BEYOND) PRINT 1.000' OR ® (BEYOND) • • • •• • POURED CONCRETE ,8 OR =NORM DU WALL REQUIRED 1 1/2 x 1 1/2" OR 2 2. OR 2' r 3" OR r 4 OR x 5" x .125" Num. ANGLE / 14 x 3/4' S S. S M. S OR 3 /76" / Alum. POP RIVETS O " aa ONE SIDED SHUTTER : END CONNECTION DETAIL APPROVED AS COMPLYING WITH THE SCALE. .1/8" — 1" SOUTH FLORIDA : MING CODE DA 5 � Z• � 7 / � � ..1 • • By 1516 1.6 ✓ • •• • PRODUCT 1• SOON •• C• WILDING OE COMRIAINCE OFFICE • • ACCEPTANCE *PO/ - OLI 11. OS' • • • • • • • MI •••• .. AV— GLADEMSL7r1N HYLLW SCREW HEAD 5 0 R (BEYOND) OR (BEYOND) CASE 2 SECTIONS E SCALE: .5/8" = 1" 2 ANCHORS EACH ANGLE IL ECOINC.\ 779117 =MO • KNOINCOHNO COMPANY mr xx a n ro. owo-n naa rrr w..: f -nn. rte, 4xgan -rvr WALTER A MDT Jr., P. E ROPoO1 LLe 1 44167 i ihlfu4Aw •S . N m oa R u�w • • • • As • • • IWIrlurnLys •••• • • • (AS•1 W 127) • • • • 7272 KW 25th SMELT • 444 4 03122 • 71 479 •• .... • 99 - DRAWING No • SHEET 5 Or 70 •••• • • • • • • • • • MAXIMUM DESIGN L OA /µ011V11 SH/RER SPAN 1 (R.) 7. 8 01117 6 4 SEPARATION S' 70 GLASS Qn) • .. 5.0 6• -6• 3 7/6• J• 875 6 -J J 7/6 3• 90.0 6' -0 J 3/6' J' 92.5 11-9 33/6 J 910 7• - r J J/6' 3' 97.5 r-r 3 J/6• J' 1020 7 -2' J 3/5' J' 1025 7 -0' .2 J/6 3' 705.0 6 -70' .7 .7/6• J' 107.5 8 J J/5' J 110.0 6' -7 J J/6' J' 112.5 6,6 J .7/6' J 1110 6 3 .6/5 3' 117.5 6 -1' 3 3/6' 3. 1220 8 0' J 3/6' J' 1223 5-11 J3/8 3' 1210 5 -9 3 3/0' r 127.5 5' -6' J J/6 Y 1300 5• - 6• 3.7/6' 3 112.3 3' -5 3 J/6 3 735.0 ' S -4 J 2/6 J' 137.5 5• - 3' J 3/6' J' WRNS" 07.90.11 L0A0 1 (Pal.) M4 1M. / 947/7JER SPAN 1' (R.) WHORL SERRATION '5' TO OLASS (h.) • r 400 II -7' .3 7/8 3' 42.5 II -11' 3 7/9• 3' 4.10 11' -9' J 7/6' J' 47.5 11' -7' J 7/8' 3' .500 1I' -3 3 7/6' J' 325 11' -1' J 7/6 J' 53.0 I0' -10 3 7/6' J' 57.5 10 3 7/5 J 60.0 70' -3' 3 7/5' J' 62.5 70=2 3 7/r 3' 610 10' -0 3 7/8" J' 67.5 9 -10 J 7/8' J' 70.0 9' -7' 3 7/5 .Y 72.3 9' -5 J 7/5' 3' 732 9' -4' 3 7/5' 3• 77.3 9 J 7/8' 3' 800 9 -O 3 7/0 3 8.2.3 5' -0' J 7/5' J• MAWR DESIGN LOAD (pal.) htvewu 1 SNURER sa• 7. 00 s• MINDIUM P (11.) • r 140.0 5' -2' .T 3/5' 3' 142.5 5' -1 33/8' 3' 1410 5' -0' 3 4/8' J 147.3 4 -11 3 3/8 3' 1300 4' -10' J 4/6' J 1525 4' -9 2 J/0' 3' 1510 4'd' 2 J/6 3' 137.3 4' -7' 3 4/0' 3' 160.0 4' -6' 3 J/0 J 162.5 4 -5 3.7/5' 3' 1310 4' -4 3 3/8" 3' 187.5 4'-4' 3 J/5 3 170.0 4 3 J,18 3 171.5 4' -2 3 3/5 3 1710 4' -1' 3 4/5• J• 177.3 4'_/ 3 4/6' 3' 7820 4' -0' 3 J/9' 2' 9311TER SPAN 1 04.) MNARN SEPARATION S' LEES OR WW1 7DIAN 8 -0 J 3/5' 35 ro 12 3 7/6' I rum Inc I[cuwncII rncaaunc run Inc Vrcnlnu. 17t rUSIIIYC rnLaIUTC RILL AVIVYII /nJLLL/ QUOUPI I1nV MCC, I7VI IV OL f.IILN(L17. TABLE 1: TIMTM/L SEPARA7Rw Y BE714EFIV 07.425 AND SHUTTER AM . GRIN SHUTTER SPAN 1' FOR SHUTTERS 937.57110 WIDEN 7740. HR91 .4604£ GRADE Of A GA214 806.0020. 30'-0' SERI'S" 541.411 BE Na57990 AT B07TOM OF SNU77ER SEFVRATION S' 10 BE MEASURED AS INDICATED ON SECTION 0. SHEET 4 OF I0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA E LDING CODE DA • ' �� • • BY i��..:✓.�.l tr. • • • • • • • PRODUCT .•5 .. .&ASTON • BIALDINGSODE ODUPMANCE OFFICE • ACCEPTANCE &Di *09 i+ • ass • • • • • FOR 947670RS 95YALLED 7497420. THE RRST J0' -0' ELEVATION Cr 800.07444 SEE TABLE 1 FOR YMNUY 5LR4a17KN 70 SASS FOR saws.9i0'RER 779444 144E MAXN7AV ALLO6ED 940971 ON SCHEDULE •• FOR 9RR7ERS &STALLED ABOVE 30' -0 SEMIS" OF BU5IXI.0 HFASUFED AT BOTTOM OF 99/7707 9//e1 ,_5 3- / IL ECO ® 1[311110 t 0NXISTI ND COY /ANY Ip09n- rue.r� I I.794l warm A SLIT i. P. E FLORA& L!. 1 44767 • • H /CIS Y'41116 SHUTTER • • • AfL / 111500R MIL KN. AMMON W60I .ryv��I��/4 yl. • • • • .7lIILSQ SMIRIERS • ••(ASiI' 127) •••• 7271 NIT 2379 SJREE7. • 441114 05.•1312.2 • MX . 0012.11910V • I r• Wt I. I ...WS a rn • - • • • • AS5946.• • SCALE. 7/74799 ' • 99 - 22ae MAw780 N • S74f06 OF 10 • • • • • • WWI -DAOE COUNTY • • • • •• • •••• • • • • • • • • • • • • YAXIJUY DESIGN LOAD W (pal.) MAMMY SHUTTER Show i• (FL) WWII SEPANA71016 S TO CUSS (In.) • •• 65.0 6' -77' J 7/6• J' 87.5 9' -9 3 7/9 J 90.0 5' -5 3 7/6' 3 925 5',7 J 7/6 J 95.0 5' -r• 3 7/5• 3' 97.5 r - 70' J 3./6 J' 7800 7 J 3/5 3' 7025 r -9' J 5/9' 3 7030 7•-J' J J/0' r 707.5 7'-7 J 3/8' 3' 170.0 9' -7I' 3 3/5' J' 1125 9' -70 J 3/6• J' 7110 9'-5 3 4/5 r 717.5 9 -9' J j/5' r 720.0 9' -5' 3 .V8' 3' 722.3 9' -3 3 3/6' J 125.0 9' -7' 3 4/8' r 127.3 9' 0' J 4/6' 3' 730.0 5' - n • 33/5' 3' 7325 5'-0' J .3/5' r 7350 5'-5' J 3/9 r 137.5 5' - r 3 .7/9• J' IIAXIIILIN L610 "IF (aa1.) YAXIYUY 9M7EA SINN 7 . • (R•) O GLASS ( S• • •• 40.0 12' -0 J 7/8' r 42.5 1F -11' J7 /5 J 45.0 7r -9 J 7/0 r 47.5 11 J 7/6 3' 500 17'a J 7/6' 3' 52.5 17 3 7/9' 3' 55.0 17' -1 • 3 7/8' r 57.5 70• - 10' 3 7/0' J• 60.0 10 -7' 3 7/5' J' 62.5 70' -1' J 7/9' 3' 610 70' -7' J 7/0 J• 87.5 70' -0' 3 7/0' J' 70.0 9 -10 . J 7/6' J• 72.5 9'-B' 3 7/5' 3 75.0 0' -6' 3 7/8' 3' 77.5 9'-1 3 7/8' 3' 900 9 -2 3 7/9' J' 82.5 9' -0• J 7/9 .3' INXIANY DESIGN a� AI43146Ml SHUTTER 5 7w 1' (N) MINIMUM 36161.77074 S' TO GLA55 Co.) • •• 740.0 5'-9 3 3/5' 3' 7425 5' -1 3 4/9' 3' 145.0 5' -J J J/5' 3• 147.5 5' -T' J 4/6' S 130.0 5' -1' J 3/5' 3' 752.5 5' 3 3/B' 3' 755.0 1' -77' J 3/6' J' 737.5 1' -70 J 3/5' J' 760.0 1' -9' 3 4/6' r 1620 1 -5 J .5/6' 3' 7610 4• - 6' J 3/6' J 167.5 4'-r 34/6' J' 770.0 1' -8' 3 54 3' 1725 1 -5 3.3/5' 3' 175.0 1' -1' 3 4/6' 3' 177.5 1' -1 3 4/5' 3' 180.0 4'-J 3 .0/8' 3' SHUTTER SPAN 1 (N.) 4014I18141 SEPARATION S' LEES OR EQUAL IRAN 5' -0' 3 j/5' 96' -0 TO 12' -0' J 7/0 TABLE 1: YGVOIUY W./RATION S' BETWEEN GLASS AND SHUTTER FORA GIL'EN SHUTTER SPAN 1 FOR 579/77175 9LSTALLED 1677474 774E FIRST 30' - ABM GRADE Of A GAM BUILDING 30 SHALL BE MEASURED AT 6077074 OF SHUTTER 5EAUt77IW S' TO BE MEASURED AS INDICATED ON SECTION 4 SHEET 4 OF 10 APPROVED AS COMPLYING '7TH THE SOUTH FLORIDA BUILDING CODE DA • G9 L CO • • BY � ��!!�� • • • • ••• PR.. CT •.IJ�ISION •• • BUILD1NMODE OOMF•IANCE OFFICE • • ACCEPT/1NC!Rb. Cif ••• • FOR 5NU17ER5 96TALLED WRAC 774E FIRST 30' -0' ELEVATION Or 87615710 SEE TABLE 1 FOP 110611U7I SEPARATION TO GLASS MR SPANS SHORTER 77714 THE Nu /LW ALL0776 910167V ON SCHEDULE 1111 SHUTTERS INSTALLED ABOVE 30 ELEVATION Or 0IALINN' YESURED AT 5071076 61 SHUTTER IL ECOlMC.\ 774/7 TES7YF0 f ENC/N1160160 COMPANY WALTER 4 777617 Jr.. P. E FLORID. Lk. / 44197 H/Cly yl� SHUTTER. • • •••• SH!AD SNUTIERS • ••oats, 127) •••• 7272 NW 231 STREET. • 41 1.73722 • 0171.4771. 1 1141. • tsSC P • / •f••• • 99 - 2a2 MOVING No • SHEET 7 Or 10 NNW, • • •••• • • • •• • • • • A44M -D.40E iattan •••• • • • • • AKYWUM DESIGN LOAD x„ cif.) SUMO A 4 t C 27706 4 .44 7 27706 4.01 WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (R) CONCRETE) WALL MOUNONG NSTALLATION AT TOP OR BOTTOM (70 MASONRY & CONCRETE) CEILING & FLOOR MOUNONG INSTALLATION AT TOP OR BOTTOM (TD CONCRETE) NOTE 1 Nat 2 NOR J MOTE I NONE 2 307E J NVIE 1 3079 7 NOTE 3 FRO 40.0 TO 625 I2 17' 9' 1T a' 1 1/2' 77' r 5 1/2' Ir Ir Ir • 0. 6 1/r 4 1/r Ir I r FROM 82.8 TO 75.0 Ir 9' a' 11 VI 9 1/2' .' 70' 9. r IY 12' II 7/2' r 4 7/2' 4' 79' a' r FROM 75.1 TO 92.5 Ir r r r s 1/r , • I/7' Y s' - II' 10' W 0 7/2' 4' 4' 11.. 7 I/7' 7 7/r FROM 926 TO 110.0 a I/r r - r 5 1/2' - .' 5' - lr 79' - 5' 4' - a I/1' 7 1/2 - FROM 120.1 TO 180.0 r r - s 1/7' 5 I/2 - 5' 5' - 777. 70' - 4' 4' - 7 1/5' 7 7/2' - ACTUAL E. Ow EDGE DISTANCE FACTOR TNCON / 2.I744C Na(7N AWL CALK -N 3' .86 .75 2 1/2' .7I .50 2' .50 - ZAMAC NAILIN TAPCON OR RAWL CALK -IN ANCHOR SPACING LEGEND 6MA467u64 ucaIVn rrtcNurtc rtlw MTV n Lp.W.74 wnu CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + ANCHOR SAIGON- LOAM (7) Mac ANCHOR SPCC. VALID FOR SPANS OF 5' -0' OR LESS. (2) Mar. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0' 70 (3) May. ANCHOR SPCC. VADD FOR SPANS GREATER THAN 8' -6' TO Mar. ALLOWED. NOTES ON ANCHOR SPACING SCHEDULE + SEE SHEETS 9 & 10 OF 10 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR 7. 0. LESS THAN 3 I/2; REDUCE ANCHOR SPICING HY ULI1PL lNO SPACINGS SH RAN(8 S 8Y THE FOLLOWING FACTORS. / IL ECOINC. =7780 • EMOO4EERI..O COMPAN7 I)�MlDlw - 52714278 WALTER A 17411 Jr P. E R0N04 Lic / 43767 JON AMPS SHUTTER • • • Aay / 4esaw a onr .®m 8.2787 •••• SHIM) SNUT7ERS • •• AAA, 727) •••• 7272 NW 2519 STREET. • at14• R.QII22 • • • AR ....11.111 a AS SCAL9 V� •I uA � 777::4"• eg •• • 99 — 2P2 08474875 No • surer 6 of to e APPROVED AS COMPLYING VITTH THE FLORIDA SOUTH S N6y DE • • • 8 • • PRUOUCTCEfNTINL tat • • • • 4 P.DING CODE GA/MAW OFFICE • ACCEPTANCE NO. 09 /I . OS • •• • • • • • •• • •••• • • • • • • • • A 4M1— DADE'COUNTY • ALTERNATIVE 1 NOTES I. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WW0 LOADS LESS OR EOWL THAN 75 p.a(.. AND 9' -0' Mar. SHUTTER SPAN. Z FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE Na. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL ALTERNATIVE 2 WALL MOUNTING INSTALLATION - SECTIONS A / IL ECO INc. \ m TESTING • DIGINEINING COMPA V WALTER A MDT Jr., P. E FLORIDA Ue / 44467 NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. [ GLASS OF COSMO IOW OR S G 0. . v j/.• S S 17 S .I. O-a. ALTERNATIVE 3 L% 1% 7/R AT 7CM. OWN ashrtG ,• • 1• • , /h 0• m .) 6043 -73 AA. MBE (• V/ (4 1 . • .• TAO scam • EN71 511D (MDINa1N OF GUN NO W/ Y Ao. PENETRITTON AV,O DaSTPG STUD. • • • •• • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA falTNG CODE DATE iS Z41" •I • • By •.. 4.- .. UCT OLI11,V17ION •• BUILDING CODE COMPLIANCE OFFICE • • °ACCEPTANCE ALPO I - / / I.O S • • •••• .. MIWI- DADE :MA° HR.LI�� }}yyLLyyDD$$ SHUTTE • flR • . • A.SA / �71FiSdbl .[ORm RW 174, S : • •.(ASMG, 177) •. •. 7272 NW 25711 STREET. • iAW1 d3 • WWW liaar •• • • • • • AS SR!. • 7/,sP • • . 99 - 22a DRAWING, Ne • SIITEf OF 10 7e , J/4' S 4 s • e 0 C ALTERNATIVE 4 / 108.V1• S SS 4 S OR J/I I AMn N. 1 70: J'S S S 4 I II/ 7/11' • • )/O MP 1 Z . ON 3 / 1 10 '• • ANn S �4 S 14• -]011 �•qW CIS • IY C g4U.WS OOIA W/ A4T M91A• 1.7 0 0 r•, 4 (144 1100.1-1S n WE -IS Ala Mont. SCREWS 0 0701 �IOI /00.100777 LONG LAC ND r/ J E•1 FEE:IRaRW 000 C SIMO ma WALL MOUNTING INSTALLATION — SEC770N A SCALE 1/4" = 1' / I4 a,y4•0S S 40 •I 4---511 SCHEDULE FOR 4 W OE SFR s m CA OF E71RIa+0 mow Dasao AVDMIIr FAS7UER LOCUAV 1 10 a J/4 S 4 S OR Vie • Alum N" RNEIS • 72 a W/ R' M. FENS1•7024 / IO a., S S S 4 I 0 /?per Ia)/]• 0044 043011 O19.0 s dl�77014 Earn* 70004 110 a 4/4' S S S 4 S OR VII' • AEat. PCP RA273 • It 0 C Ya 0 0004 REOWXD (l.D 44091 ALLO►ED) 1/4' 1 0 SCREWS W/ I r 01 4h PF4141 0 11 CC OWING & FLOOR MOUNTING INSTALLATION - SECITON B SCALE. 1/4" = 1 " NOTE : WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ROMS 1. INSTALLATIONS ARE ONLY VALID FOR INgTA(J.ADONS WITH DESIGN WINO LOADS LESS OR EOU4L THAN 75 p.s.f. AND 9 -0 Mar. SHUHLH SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. C 1LDYO & FLOOR MOUN19N4 INSTALLATION - 0X07700 BL SCALE. 1/4" = 1 ° •• • • • •• • •••• • • • APPROVED AS COMPLYING NTH THE SOUTH •' : gNG CODE • • DATE ZOO) •••• • • • BY _- -•.-.. - •• • PROD 4 • a • . ppASION • • BUILDING Cat COMARIANCE OFF%/ • • ACCEPANCENQpi - 0'//1• aS IL ECO.NC. nuir 7051W0 • ENCYNE0R470 COMPANY a WALTER A TIE/7 Jr P. E FLORAL Lk. / 44707 • • mar CI1I06 SHUTTER • • • waa / AmDO. IMMO 4coaw PIMP 411/ 127) •••• f LLQO: 2 JI • M. .2411. L • tra.•,• - .•••b - • • As Sage 70 =C• 7/14/00 ■Ra••■ 99 - 22 DRAB rP• SNEE7 • OF 10 ••.• • • MAW-LADE COUNTY • • • • • • • • • • • Permit Type (circl Miami Shores Village Building Department 10050 • V,.rid venue Miami Shores, Florida 33138 Laa ffl p 5) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. WS 13d1 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleh• . r ct h f ex Phone # 305 - 159 Owner's Address 1 234 C \E t O t sr City Vt1Aikkt St ceLE S State F L Tenant/Lessee Name Phone # Job Address (where the work is being done) 2 ,4 n E IO 1 City • Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11 3205 -OOp- 0030 Is Building Historically Designated YES ✓ NO 7� 1- d I.I) rt e-r Contractor's Company Name 4CT`Ti ` " V gte Phone # Contractor's Address Bond $ Structural Review. $ 4R '40 wash Ave, City O lertI l State FL Zip 33 ©1(, Qualifier Name GCrril4 IA At E 9- owner) Phone # 30s - $' 22'(26 i'35 State Certificate or Registration No. c(c 1,2514 2 2 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ea 302.0 Type of Work: DAddition ❑Alteration Xew ❑ Repair/Replace Describe Work: V rnt 1"1 t. t'Y\ Si-or rr tt1F,l S 7 Code Enforcement $ Double Fee $ Zip 33138 Total Fee Now Due $ 30.5 fS - 66 ES Square / Linear Footage Of Work: Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * ****************************************F * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ / ?0 C/9 ---- ` CCF $ ( - 8 J CO /CC Notary $ 22 00 Training/Education Fee $ CD, Technology Fee $ 4 Scanning $ v . Radon $ DPBR $ Zoning $ L.S See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City _ _ State Zip Mortgage Lender's Name (if applicable) e ' v 1 IC CL Mortgage Lender's Address City CD f ee(1S bbrD NOTARY PUBLIC: (Revised 02IU8/06) APPLICATION APPROVED BY: L? 1ticx I `14F State NC f Owner or Agent The t _ g instrument was acknowledged o before me this 24 day 2 b y Y )0 S• P )c( who is persona known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Zip Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. • t Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commission Expires: Sign: Print:. My 'ommiss * * * * ** ****************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: An\ - Rv) FF nF 12 • DATE: f Y I b, O ADDRESS: ‘Q hE LOl ST Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial gt, 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate contract disputes. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Was acknowledged before me this Produced there License or Initial Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial 2-4 day of u "`C , 20 C)CO S . s ( who was personally known to me or who has as identification. Established 1957 MetalTech, Inc. is the Dade County Notice of Acceptance holder for: Bahama Shutter Maximum Impact Maxi Roll 50 24 Ga. (0.031" min) Storm Panel 20 Ga. (0.041" min) Storm Panel .050 Alum. Storm Panel .060 Alum. Storm Panel This Letter authorizes , . _! _ following job site: MiiiTECH, INC. • AL 3 1 VS sY:UVS Acceptance No: 02- 0122.04 02- 0305.01 01- 1224.07 02- 0611.05 04- 0621.01 02- 0611.03 J2 t( Af-t . /0 det- MAXIMUM . I■ ■r FiCT HURRICANE SHUTTERS Exp. Date: 02/24/07 04/1g/07 03/22/06 07/22/07 10/22/06 07/01/07 6 to use the above named products at the ••• • • . •• • • • • • . • • • • • • . • • • • • • • • • • • • 1 • . • -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• ••• • •• • • • • ••• • • ••• • • • • • • • • • • • 7635 West Second Courl'Hi9I Fi 1301 -42 4•1-;•S.A. Phone: (305) 823 -2323 / Toll Free: (800) 43 - 180 / FAX: x"3055$'26'7979 www.metaltech.com W ATHWALL ENCLOSURE SYSTEMS R.J. Buzzella, VP •rr, y i d _ / . ' Q i W RAMMS ENGINEERING, INC. Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE, 2004 • • Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 - 02 WIND CODE • -- DESIGN WIND LOADS (LBS /SQFT) ,146 MPH ZONE • Interior & Exterior Zones (4&5 - Walls) Positive Pressures EXPOSURE C For the 146 mph Wind Zone • -• -• Height - - (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 • 15 54.7 52.3 55.3 50.8 53.8 -49.8 52.7 49.0 y"' 48.4 51.9 51,2 20 58.0 25 60.5 57.8 56.2 55.1 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 64.0 62.2 60.9 60.0 59.2 50 70.2 67.0 i 65.2 63.9 62.8 62.0 60 72.8 69.5 j 67.6 66.2 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 j 30 40 I 50 I 60 (Maximum) - 1.10 - 1.05 i - 1.02 - 0.99 l - 0.98 - 0.96 15 -59.4 -56.9 1 -55.5 -54.4 -53.6 1 -53.0 20 -62.9 -60.3 -58.7 . -57.6 j -56.8 -56.1 25 -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.5 -65.6 I -63.9 -62.8 -61.9 �_ -61.1 40 -72.6 -69.6 1 -67.9 -66.6 j -65.6 -64.8 50 -76.1 -73.0 j -71.1 -69.8 -68.8 -68.0 60 -78.9 -75.7 , -73.7 -72.4 I -71.3 1 -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 - - 1.40 - 1.29 - 1.23 - 1.19 - 1.15 - 1.13 15 -73.3 j -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 -72.4 -69.3 -67.2 -65.5 -64.1 - 25 -81.0 -75.6 -72.4 -70.1 -68.4 -66.9 .30 -84.5 j -78.8 -75.5 -73.1 -71.3 -69.8 40 -89.7 • -83.6 -80.1 -77.6 -75.7 -74.1 • 50 -94.0 -87.7 -84.0 -81.3 -79.3 -77.6 . 60 ...... . -97.4 -90.9 • -87.0 . -84.3 -82.2 -80.5 . . ...Length of End Zone (a): 10% of least horizOptal dimensio e : V ichever is smaller, A but not less than 4% of least horizontal dimar;sio or aft. (fi = Tn2afi'roof height in feet). - -•, AN 8% REDUCTION OF LOADS SHOWt�,4BOVE A/ Y$f~ TAKE�1 QR FLAT ROOF �,�, . ..• •.• .. •. . ••• • ••• • .:. • .•••••• • •1 . _ - -. • • • • • • • • ••• •.. . • •• •. • ,• • • • • i .. ... • • • • • .. • • • • • . • .. ... .. • • • .. • • • • . . 1 , , • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • . . .. • • • .. . ••• • • • ... • • -› i MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MetalTech, Inc. 7635 West 2" Court Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (B:ORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • 1 This NOA, shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (Iu Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by'Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, arid has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code., DESCRIPTION: "Maximum Impact" 0.050" Aluminum Storm Panel Shutter APPROVAL DOCUMENT: Drawing No. 98002, titled "0.050" Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated September 11, 1998, signed & sealed by Robert Monsour, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0312.08 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Ilehny A. Makar, P.E. • • • • • • • • • •. ••• •• • • • • ••• • a•• • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • •• • • ••• • •• • . • • • • ••• • • • • • •• • • • •• • • • • •• •• . • • . •' • . MIAMI-DADE COUNTY, FFORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 04- 0621.01 • • Bspiration Date: 1022/2006 • • • Approval Date: 06/22/2004 • • • • • • Page l • • .• • • . • • • • •• • MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS DRAWINGS See NOA 01- 0718.09 B. TESTS See NOA 01- 0718.09 CALCULATIONS See NOA 01- 0718.09 1 D. MATERIAL CERTIrICATIONS See NOA 01- 0718.09 E. STATEMENTS See NOA 01- 0718.09 F. OTHER NOA 01- 0718.09. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERT11IICATIONS 1. None. F. OTHER 1. NOA # 02 -0312.08 cover page states the number of sheets incorrectly "sheets 1 through 18 ". This NOA #04- 0621.01 is issued to revise NOA # 02 -0312.08 and correct the number of sheets on the cover page to " sheets 1. through 7 of 7 ". This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no fee. •• • • • • • • • . • • Helmy A. Makar, P.E. • • •.• . • • • • • • • . • • Product Control Examiner • • • • • • • • • • NOA No 04- 0621.01 •' • • • • • • Expiration Date: 10/222006 Approval Date: 06/22/2004 • • E'�•• • • • • • • • • • • • • • • •• • • • • • •• • • ••• ••• • • • •• • • • • • •• • • • • • • • • • • • • • • • • ••• • • • ••. • • • • • • • ••. • • • • . • .• • • •. • • •• •• • ..• • • ALUMINUM STORM PANELS ° li b JAN 182oo7 Passed Inspector Comments Not all the panels were installed at time of inspection . Owner is responsible at time of storm event if panels do not fit th eopenings . 1/17/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -18302 Permit Number: WS -5 -06 -1396 Inspection Date: 01117/2007 Inspector: Grande, Claudio Owner: RUFENER, JANN Job Address: 1234 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132050080030 Lot: Wednesday, January 17, 2007 Page 1 of 1 Missing screws at end of bottom tracks, typicall all tracks. All panels must be up for final inspection. 10/23/06 CG. Passed Inspector Comments © Failed Ai Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -18303 Permit Number: WS -5 -06 -1396 Inspection Date: 10/23/2006 Inspector: Grande, Claudio Owner: RUFENER, JANN Job Address: 1234 101 Street NE Project: <NONE> Monday, October 23, 2006 Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 - 2204 Fax: (305)756 - 8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number Parcel Number 1132050080030 Lot: Page 1 of 2 iMSU - B3 10l4) BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Ann 'i= e a._ Owner's Address C- n E 1 ©I City m I #A , --SttO C I-ES State TL Tenant/Lessee Name Job Address (where the work is being done) t ®1 Si City Miami Shores Village County Miami -Dade Zip Z:S?j 1'3 8 FOLIO / PARCEL # 1\ - 3aos - oc)8 -- 3c, Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Type of Work: ['Addition ['Alteration Describe Work: Submittal Fee $ Notary $ Scanning $ Radon $ n Z%1� Permit Fee $ Training/Education Fee $ Bond $ Code Enforcement $ Structural Review. $ Pane 1 h L c t DPBR $ Double Fee $ Master Permit No. Phone # Phone # 3C S ' ,S(` I D 4 Zip 33 13 6 Phone # CCF $ Phone # r igmzumcl B Y: OCT1 Permit No. V S 06 - I3gN Value of Work For this Permit $ �• t c'� �s3 :�.© _. Square / Linear Footage Of Work: ❑New ❑ Rep /Replace Demolition ❑ ti� ************ * * * * * * * * * * * * * * * * * * * * * * ** **F * ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Technology Fee $ Zoning $ Total Fee Now Due $ CO /CC See Reverse side -+ ,AUG 0J<L1-t C `' PAIL Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: ` v y Plans Examiner Engineer Zoning (Revised 02/08/06) t--V) rr t C0.hf- ` O4h�l 9 - d Qemn 35 6EbiLuC m a• co (LC t 0 0 �.i v Irct ROOM alnt Y Cl C e •••• • • • • • •••• • • • •• • • • ••• • • • • • •• • • • • • •••• •• • • • • • • • • •••• • •• • • •• •• •••• • •••• • • • • • E 1 • • • • • ' - • • •••• • • • • •••• • • C�,) • • • • • •• • •••• • • •. • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 12.- l O ! -ST'Permit No. (' - Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required I act ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No o (+) PSF ( -) PSF ( +) PSF ( -) PSF Z- k-, ."1 --9-c. r l - 04-i I.OE 1� e ,' Gz x a.3 . 3 sv v- i- ( . (71- ecl- t l . C`F, 4 fl 1=,2 -S 2(SS , 4- S)- )L.,- -i ---Fe ( • Cam) - ce- -I 1. Or...- 44U E� •- C Z X66. si - - r - :Jl - 01-1 1, 0s 4 c) Cz_. 5 `3L; < 0. Cc . -- k . c- - C t I . C6 4C,> 6:: 5 X St . ...7 I- -t I - O 40 C—.- <5" a Si - f . •••• - '.... • • • • • •• • • ••• • .. -_ -� -- - - •••• .. • • •••• .. • • •• • .••• •• •• •••• • • • • • • • • .. • • • • •••• • • • • • • • • • • • • .... • • • .. M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Shield Shutters 7272 NW 25 Street Miami ,FL 33122 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0411.05 EXPIRES: 05/29/2006 APPROVED: 05/29/2001 \1sO45000I \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodconline.com • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • MIAMI- IlAIMCQUNIT :F ,ORItA •• METRO -DADE FLAGLER BUILDIri BUILDING.CQDr OFFIOE • • ME1rOpftElp PLAGI,ER BUJILDt Z . • 140 WES'AFI,A@L R STR.PET,SISITE $03 • MIAMI, FL61 bA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 CONTRACTAR M 0Ai ' • (300373 21 1 ;27; F cx C30) 3:I-2558 • • ••••.... • CONTRACTOR ENFaRCEME?IT (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: ASSA / Residential Bertha Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or 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. 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. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com ANCHOR SPACING vs DESIGN PRESSURE ANO (FONNECTION TYPE . • UP TO 59.6 PSF UP TO 71.5 PSF FOAL 000er.an I tCraar<reecoor PCa.gECCOP•Ca re ca•,catreskcoc cc,.ECrcr! TYPE 1 cc, crc.4 rite cc'r.EC:r.N rrpe 1 C.C.o.aCTOK TYPE ANCHOR TYPE PANEL I ED. A l 9 I C I O I E I A I B I C I 0 I E A I B I C I D I E I A L B I C r 0 1 E 68 SPAN 16 13 11 13 13 16 13 13 13 13 16 13 9 13 • 13 16 13 10 13 13 16 13 7 13 13 16 13 8 13 13 16 13 . 9 13 13 : 16 13 11 13 13 16 13 7 13 13 ' 16 13 9 13 13 16 13 6 13 13 16 13 . 7 13 13 T 1 I °^T i ll 1 114• __ - II4 RAWL LOK/BOLT (SLEEVE ANCHOR) 1 I /d' MIN. EMBEDMENT 8r SPAN r 16 13 3 13 13 16 13 10 13 13 16 13 • 7 • 13 .13 • 16 13 3 13 . .13 16 13 5 13 13 16 13 6 13 13 16 8 7 12 13 • 16 9 8 12 13 16 8 6' 10 • 12 : 16 . 8 7 11 12 15 7 5 9 10 15 7 5 9 11 T 1 114• 106' span 3' 16 9 7 12 13 16 9 8 12 13 16 8 6 11 12 16 8 7 11 12 15 7 5 10 11 15 7 5 10 11 15 5 6 7 6. 15 5 7 7 6 14 5 5 6 5 14 5 6 6 5 12 4 4 6 5 12 4 4 6 5 T 1 1/4 123 span 3- 15 5 • 6 7 6 15 5 7 7 6 14 5 5 6 5 14 5 6 6 5 12 4 4 6 5 12 4 4 6 5 ..,F , .s «' g as .. r.. A?► t e ••ir r -. °% {f.41±c�' "B 1 -•= lra.' y am .? == T 1 114' ' :4 f'. et}+�� _.. ' . �7 :. ;, s" Y 6a 3 16 13 10 13 13 16 13 8 13. 13 16 13 7 13 13 15 13 7 13 13 16 13 6 13 13 14 13 6 13 13 16 13 _ 8 . 13 13 14 13 7 13 13 16 13 7 13 13 13 13 6 13 13 -: 13 12 12 12 T 1 1/4" 15 - - . _, 6- -1 3 13 12 ---5 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 10 5 4 6 7 12 6 4 8 9 ' 9 4 4 6 6 , c 88' SPA21 3- 16 13 8 13 13 13 10 6 13 13 16 12 5 13 13 12 9 5 12 12 14 11 5 13 13 11 8 4 11 11 114' RAwL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 ]/8' MIN. EMBEDMENT IN CONCRETE 1 114' MIN. EMBEDMENT IN BLOCK T 1 114• 15 7 6 10 11 : 11 5 5 7 8 13 6 5 9 10 10 5 4 7 7 12 6 4 8' 9 9 4 4 6 7 13 4 6 6 5 9 4 4 3 11 4 4 5. 4 5 3 4 4 .3 10 4 4 5 4 7 3 3 4 3 105 span T 1 114 123" span 3 13 4 5 6 5 9 3 d 4 3 1 1 4 4 5 4 8 3 4 4 3 10 4 4 5 4 7 3 3 4 3 `s'..`7s ;_r'rry 6r 1''s !rf i..zL,'wa =1. p' ti ` rT ' }� lTiV.: I '^ T _,..a"' , 't 45# -^ ' 1 11 4 .Ye;1 . .1. VARIOUS HEAD TYPES 68' SPAN 3 16 13 13 13 13 - 16 13 9 13 13 16 13 12 13 13 _ 16 13 7 13 . 13 16 13 10 13 13 ' 16 13 6 13 13 16 16 13 13 13 16 13 7 13 16 16 16 . 10 , 13 • 13 • 15 13 6 13 15 16 16 8 13 13 14 13 5 14 14 T N iltlilitillli■itllililllilillt-- ._V%\I\11.1%1l4F1l1�� 1 1/4 P 88 SPAN 3 16 13 12 . - 1 3 13 ' 16 12 7 13 _ 13 16 13 10 13 13 14 11 1 6 13 13 3 16 13 8 13 13 ` 13 10 5 13 13 16 _ 11 . ,13 . 13 13 6 . 6 8 . 9 8 16 10 8 13 13 12 6 5 8 9 16 9 7 12 • 13 11 5 4 7 8 . 1.1\11. lllt IVI\l1 (MASONRY SCREWS) 114' RAwL PERMA -SEAL TAPPER 114- ELCO PANEL MATES 1 I/2' MIN. EMBEDMENT IN CONCRETE 11f4" MIN. EMBEDMENT IN BLOCK r 1 114' 105' span 3 16 . 11 10 13 13 1 13 6 b 9 10 16 10 8 13 13 : 12 6 5 8 9 16 9 7 12 13 : 11 5 4 7 • 8 16 7 8 9 . 7 1.1 4 • 5 5 4 16 ' 6 - 7 8 . 6 10 4 _ 4 5 • 4 16 • 6 5 7 6 9 3 3 4 3 T 1 1 123• span ] 16 7 8 9 7 11 4 5 5 4 4 16 6 7 8 6 . 10 4 5 4 16 6 6 7 6 � 9 3 3 4 3 K �:rr ,1: '? "r Fl . -. yf. . '. raa:r t Zr-- '1, ,f z - �� ".pip_ .n.._ ere, . u .. a , 9 • !, at• Dis T ' P. _. • ' ' t , , .. l t" ... r' 'f. _.. ' • • _ . ;a s;�' •, ' 1 114- 68' SPAN r 16 13 13 13 13 ' 16 13 9 13 13 16 13 13 13 13 - 16 13 8 13 13 16 13 11 13 13 : 16 13 6 13 13 16 ' 13 13 : 13 13 16 13 8 13 13 16 : 13 11 13 13 16 13 6 13 13 16 13 9 13 . 13 14 13 5 13 13 2 5- T 88 SPAN 3 16 13 13 13 13 16 12 7 13 13 16 13 11 13 13 1 11 6 _13 _ 13 16 13 8 13 13 13 10 5 13 13 16 13 . 11 13 13 • 13 6 6 9 10 : 16 12 _ : 9 ' 13 _ 13 12 6 . 5 8 9 16 11 7 13 • 13 11 5 4 7 8 1/4 -20 x 718' , 1/2" DIA RAW. CALK -IN (MACHINE SCREW ANCHOR) 7/e MIN. EMBEDMENT 25" T 105' span r 16 13 H 1 13 13 13 6 6 , 9 10 16 12 . 9 13 13 12 6 5 8 _ 9 16 11 7 13 13 11 5 4. 7 8 16 . 8 . 11 9 11 4 5 . 5 " 4 16 8 7 10 8 10 4 4 5 4 16 1 7 6 9 7 9 25 T 12:i spa• r • 9 .11 4 5 5 4 r_--�� •�+! ** #' n:arg. s. .i - 1- 1 ,. . - .p ...1.1 -.a o ••2.S : 10 • ice l i ' • 19 • 6% 4 7 9 3 3 4 3 • A N C H O R S C H E D U L E • • • - -• •• ••• •• •• • • • • •• • . • • • • • • • • • • • • • • • • • • • • . • • •• • • • • • • • • • • • • •.• .•• •• ••• • • • • • • • • • • • • • • 000 • • • • • • • ••••_ • • , • _ •• •• • • NOTES: ROBER'Ii' . MONSOUR, PE •E13- 0006024 2'rr5 aICIIEf2UY. 11C. SPANS AND LOADS SHOWN IN T115 SCI RULE ARE FOR DETEFLIANING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TOS FEET 4. I./INIMU.! EP/BED.4IENT AND EDGE OIST4NCE EXCLUDES STUCCO ANO /OR WALL FINISHES. SHADED ARE:4S REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS ANO INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY h 1- • PRODUCT REVISED as complying with the Fioritla Braiding Code Acceptance Rio O' - O . 2 Expiration Data By 1:45 . mi Da .r rodact Control PRODUCT REVISED as complying with the Florida Balding Code Acceptance No ° I. o S Expiration Da ec &,e, U $ 00 Miami Da '. '. induct Control Division 01 ° 7 CU) r 11 ft (r;1' ji • OCI .ZZ . V r!�t11?t C:t : tiNTTtt)t,Utv1 gt.1iI.I1tr tI ct.:ll? ' t� iktrt.l,�,k owl! APPROVED AS COMPLYING WITH THE SOUTH FLOR OA BUILDING CODE DAi .,%• : 9 BY PRODUCT CON ROL 0'Y S ON BUILDING CODE CQMPL.AICE OFFICE ACCEPTANCE .Y0.9 g ' 0125 -0 i07 Rr Cr • 0 u w J s,P /JR0 000/04 SNOHN 1007 5 .. 7 ..... ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE • UP TO 81.5 PSF UP TO 91.4 PSF Y1 1 cu.eAE7EeiCCx vameo=Pcnc' f ec ccrrt:e.00c C0•4:C1,G4 i (P 1 CC+r•ac.r re CO.WECTC •1 rrPE I co..4:cnc« r(? ANCHOR TYPE PANEL E.D. A 1 6 I C 1 O 1 E I A i 8 1 C I D I E A lelciorti A I 3 I C I D E • T 16 13 8 13 13 16 13 9 13 13 16 12 6 13 13 : 16 12 7 13 13 . 16 11 5 13 13 16 it 6 13 13 16 9 B 12 13 16 9 9 12 13 16 8 7 11 13 16 B 7 11 13 15 7 5 10 11 15 7 6 10 11 68" SPAn z 1 stty Ill 1 114' U 1/4' RAW. LOK/DOLT (SLEEVE ANCHOR) 1 tie" MIN. EMBEDMENT • a8" SPAN 3 - 16 6 6 8 7. 16 6 7 8 7 14 5 5 7 6 : 14 5 6 • 7 6 13 5 4 5 • 13 5 5 6 5 14 5 5 6 5 14 5 6 6 5 • 13 4 4 5 4 • 13 4 5 5 4 4 4 5 4 : 11 < 4 5 11 4 T 1 114 3, ` ' e 6 .tia:- .�.. ibis _7.�7.;�Tf? • T.. S r t L • 1.•� �. - 4.4 -^ irs J�t - sc ,•:.r ..� ... rr�; -Val , , � 1 ! ; : : °' y`10 ∎ , �. 1 � ?� - . , . a . Er'-' IIII ;fir�•' nti .. :. - 1 4 7 _?i :;- WS span T ,,,,��,y� > -TT • �� . i . 7 � �� K" 4 „'•� +� . '+5�v . ' ' y y :, � f , .7 �F'= Q 1E Kra."'. l + Y "t?'"3 v_. y r �.r •. ° 'a=r -IZ• .. • • ��. � � 1_ =i 2 ' : ma y. 2 --v„, t: �: j '�+ • ")i r. 1.0t. t`, + ► , ' �' t r . arc 1 ,•- +A 4- ,s: _ � i'• vi - , %rrir ., . 9' A .i ► �-/:;: 4 4 . 7111:` ;,� �` ! --� �" Ti' XSi7+�.4 �.i' 127" span p n T 1 114- • T 16 11 7 13 13 13 8 6 12 13 15 10 6 13 13 11 7 5 11 11 14 9 5 13 13 10 6 4 9 10 15 7 7 10 12 11 S 5 7 9 13 6 5 9 10 10 5 4 7 8 68' SPAN T 1 114 1 111 12 -' -- 6 4 8 9• 9 4 4 6 7 1)4' RAWL (HAMMER { 1 319" MIN. 1 1/ r. 4' MIN. • IAMAC NAILIN DRIVE DRIVE E E EMBEDMENT IN CONCRETE EMBEDMENT IN BLOCK 1 3- 13 5 6 7 6• 10 4 4 5 4 12 4 5- 6 5 9 3 4 4 4 10 4 4 5 4 8 3 3 4 3 12 4 5 5 4 10 3 4 4 3 9 3 3 4 9 -3 4 4 3 8a" S PAN T 8 - -. 3 3 65 7 �. b (i,.. _ .J e- 3 1 114 ' 3" ;} r•:.:• ., -,s •� „�a.,1 nre - 4'1 I tix s , ' 5 x `r - ► � / ,,; f ` Z S1- ^ 'S.2 !.. 'j 4;' t r' i 3,,,' 1 c 3 ,+•� +i, • '- . :: r r a3S�2a s :417: , 1 :� �". 1F11 �g`` % " ' 0 . r7 - { :^ s - � ' Y, _ 3 { = -• .;71 4_ r„ .. , + '1. , `� 105" span �2 . ?�{y;• a�'.ts. ; • > 7 '" 6 •.Hkt 4' 1 t /At,. T �:: .G > .71o';j F +r'+ }t i "' K u t�F��2 ..r x '" s_ c _ _s„ ' ` . .- ' • i da' ?+ y rt` �. - i t .1= 1�i nr. i v + ?3s ...+� .k s 4 �i i-:,,, � : *ite R I a A11: _..� ,� �`i - es1A'� iR 0 �'- l :ns ' 4 • �+.Pr f *.,.±+ . +i j :. . i;.,,, , - + r ► _ • . , { . ` . . , 3 s ? i 9�� sSh. LYii• • r t. � : � .4f 123' span c' P 1 114' VARIOUS HEAD TYPES r jljl jljtjjjWjjjMMIWI, - 3- 16 13 11 13 13 ' 15 10 7 13 13 16 13 9 13 13 • 14 9 5 _ 13 . 14 16 13 7 13 13 . 12 8 4 11 12 16 • 11 . 10 16 18 14 7 • •6 9 11 16 _ 10 8 14 16 12 _ 6 . 5 8 9 16 9 7 12 15 11 5 4 7 8 68' SPAN Z 1114- r5 i\k \i \j A. \k\W - f'-`- T 16 8 9 10 9 112 4 5 6 5 16 .7 7 9 8 10 4 4 5 4 16 6 6 8 7 • 9 4 3 5 4 16 6 8 8 6 11 3 5 5 3 16 5 6 7 5 : 9 3 _ 4 4 _ 15 - 5 5 - 6 • 5 , 8 3 3 4 3 Mj\t‘jn\ijil'B • (MASONRY SCREWS) 114" RAWL PERMA -SEAL TAPPER 114 ELCO PANEL MATES 1 1r1 MIN. EMBEDMENT IN CONCRETE 1 114' MIN. EMB EDMENT IN BLOCK ea• SPAN r 1 I/4" 1 . 4 . ' .. of 17,4-6. ' - ... 5 4S.. a txxr i` ' s A rT �• i 1 -• - •., ar � a . i • �, . b.P. > i' , ' .S� , _, ter Fir • ..dy tie` s ... . . ,.2t S41:1-Lt . y y � "-I' } ',,-• - v :i'-._ fi x-, •• ,N. _: s . rr•� 105' s an T P r 1 / I 14 : .. e 4' r d. U " R F r ' f "' ..,- -, _ -1F c. � +,s s�;. - . rte- -' .•+a. n [ + ' r. ` 4.-'", , .r .;e :.� u �} m . + � 1 ;' fi .4.1t. ! 1 \ 1.7�. ( .o Si.z.403 .. - .7.11z y Y q l \ ; i t e l ��,,..` !dal � • � .d� t ' r 3.7 2,rsc .Fir N .e,z;krYJfRRJik- . J �� . .t : r - { . z.' r_ f �Y ... ( = a -4 [ F - a. ∎: 1 � 1 .14'A M Z O . l�fgY.•Mis,2 r .•, ^ r rs 4`1- "1z, • ii� ' . 123' span T P ( 1 1/4 iyt tom ^ ? aJ raas ' , x 3 16 13 12 13 • 13 1 15 • iO ' 7 _ 14 - 13 16 13 . ;. 10 13 13 i 9 . 6 13 13 16 13 8 13 13 1 12 8 • 5 11 12 16 • 1 3 : 11 : .13_1 . 1_14 __7 " • 9 . 11 16 12 9 13 ' 13 12 6 • 5 : 8 9 16 11 • 7 13 1 13 11 5 4 7 " 8 Sr SPAN 25' - T 3 3 16 9 9 ..13_ 11..1. 5 8 ..:.. . 5 ... • 16 • 8 1 1 9 1 1 1 4 4 5 4 16 8 b • 10 .• 8 i 9: 4 4 5.• 4 z iLl ; • L ys v+ "�- i 4 `.,4 1'0' ay 1 ?, . 3 .s "+_�"` .txt " a a' �..v.* fix 1 mf g ,, _ -7 c ian► t-F. - i- .! -.- - r ` YL ; :...si -s.. f'.i , ..�! � +Et -rE .. _ 1 7, y •� i 1�v� w . _ -v�. „F- �..�3 '�a� ��'a:.i = t - ' lit ir:a 16 _:..7._.8 _ 10 7 16 • 7 7 9 6 16 : 6 • 5 8 6 ! r• s>z,:.r ' , "" . it . ' . e: c• �, a _ � ; 4 . r •"` Ny n--F 2r bIS,:r =1 •' .s ..... 'i s u.. -�.f. l..',14,4 f .la r... :C. :1£�a.�.' �" 1 . - .�:r- _.tr 1'�� Jr,-f I f.+.; 'l:== S' •..- ,try k4:. =ate' 1 3 • 9 3 4- _ 4 3 8 - _ 3 4 3 ,, cc ` T �sr= m 1a '- �.�t - ,"� �1 N �i�Z+ :=�'0 ms's ., . 1 fcr + . r Y. ;.74 F s r.{,��s �i ��t t� „ .t Y876.' � X •.. x '�h::�' �rt::..0 _1,sllr.Lt�aa - 5...7 ..rr >. .it,o, ^..._? `ti.. . :•'.�� •.` >:' �s � ;_ x..x 3) ' 114 -20 x 719' 11T OM. RAWL CALK IN MACHINE SCREW ANCHOR ( ) Mr MIN. EMBEDMENT ea" SPAN 2S - 105 span P M0Fv I .. ,r= y .-.. -w � n' _ �.� - �- :.T • - .Y.. r•• - •. .. . i ' ; ' - Ail'" v r: ' � �` i•7� .. i.�'� t l. r , ' . 7s� _- � i ` r i� f 12T an • P • M . ` � • t t A N C H O R S C H E D U L E • • •• •• • •: . • • • • • ••• •• � • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • ••• • •• • • • • • • • • ••� • • • • • • • • • • • : • • • • • ••• • • • .:. • • NOTES: ROBERT S. MONSOUR, PE EB- 0006024 VITiS E IGII1EEZING, TIC SPANS AND LOADS SHOWN IN TNS SC - DULE ARE FOR DETDJ NING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM E/` /BED /RENT AND EDGE 01 STANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED A4EA5 REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT Si_fALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OP TI•iE STr UCTURE TO 'nTH STANO THE ADDITIONAL LOADS ANO INSURE PROPER ANCHORAGE: SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. .A�ZP•rl�'tt�i:l:?L►:;;iQ 1 -9.12124-. ri EMIR ZZ 1t' PRODUCT RE IE as complying evith i ike E !'b dd Suidiag Code Acceptance No • - • . Z, 0 Expiration Data • kV,* ao6 By M 1 Division Ind Cuatraai PRODLICT-REViSED Balding CoCodee Me Florida Acceptance N 02- t': •c a Expiration Date ' •id• ji, =ool• i Dade Coot Divhion APPRO':;0 AS COMPLYING WITH TiiE SOUTH 11.91D BUILDING CODE DATE_ _ 8 FRO UCI COY,F; 11 G:v 5 -BIY BUILDING CODE CO::IPL!AiICE GFTMCE AGCEPTAIICE r10. q� -- 0_728 09/11/911 W L Id stv /,rn/rrsu 0 s e BraRry 9.1002 welt 6 nr St' 7 BUILDING CODE 10 1 f.3 CC.Cd024 .090 , DI} ,^.. ("1 O FLA r 84R 2 3/8' P2 2' vARIOUS DECREE CORNER PAN .030 MIN. CORNER PAN .0.70 uu& 7/8' 1 3/32' 3 7/32' 3' 3 1/32' T1 ® •• • • •• MOUNTING HOLES 12 1 /2' 0.C. II 29/32' 1 VARIOUS TYPES OF F TRACK NOT SHOWN i 1 1/2' ro 1 1/2' •••• • • . • • •• • • . • • ••• •• • • ••• • • • • CROSS SEC7'I 't 5 • • • .• • .090 1 .093 3 7/32' 1 3/32' 7/8' 2 3/8' Hl 2' • RETURN O m tri .080 MN. • • • • • • • •• • • • • • •.. • • •. • • • • • • • • • • • • • ••• . • • • • • • ..: • • SPECIAL NET PANEL SECTION .091 i_ VARtES BLOCKING TYPICAL .060 MIN. STUD 144Y BE u4TALLED u/ RE'VVRS£ DIRECTION 1/3' i � % i ` I-C t LiCr,� REViSE D as Com plying tsith the floral . Buiding Cud: • Accep:eece Ns e' 7• •01 • • Espiretip • atil r .. •• • • i miWyt , • By dk Arre . e • • • Mia Da =duct ColitT'4 Div1 on 6 L l x� 1 L2H 1 8' MIN. 2' L3H 18 1 /a' MIN. 2 1/4 J. ALL STt/OS 3/8' ( rr'. ) ALL APPLCAnONS ANGLES SruooEO IN PK7.UPES snoop r1 SHORTER LEC ONL 1/4 -20 X 3/4 l8 - STAINLESS STEEL KNURLED SILOS 12 1/2' 0.C. RO7?I !i7 APPLKA17065 ON S}ktTS 2 d 3 ANCHOR MOUNTING Harr L0GATED ON £1THEF HORIZONTAL OR vERTTCAL LEC. @ O AND O STUDDED ANGLE DETAIL x 1 1/2" FLAT STUDDED STP.AP MAY 8E 05E0 IN PLACE OF ANGLE * COMPLIES WITH: • S.F9.C. 1994 £01770N FOR DAD( COUNTY. SOUTH FLORIDA BUILDING COO £' 2314.5 FATIGUE LOAD TESTING AND 2.315 IMPACT TESTS DESIGN CRITERIA: W1N0 LOADS PER CHAPTER 2J OF S.FB.C. PRESSURE REOU/REMENT CALCULATIONS MUST BE PERFORMED PER ASCE.7 - 88 %/!N /.MUA! DESIGN LOCOS FOR BUILOINC ANO OTHER STRUCTURES' GENERAL NOTES ALL ALUMINUM EXTRUSIONS TD BE ALLOY 505J —T5 OR EOVAL STORM PANELS SHALL BE.' .050 5052 H -32 ALUMINUM oR £OLLAL SMOOTH OR EMBOSSED WITH A NOMINAL two Or 12 1/2" O THE STORM PANEL SHVTTcR MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. L 1 N /N ACCORDANCE TO THE DETAILED SPECII7CA17ONS HEREIN. A . 1/8 MIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF 1 1/2' l THE FOLLOWING OR EOU4L WrTr/ MINIMUM UL11,144TE LOAD VALUES SHOWN 1/4' O1,4. RAWL LOK /BOLT ANCHOR (SLEEVED ORNE ANCHOR ) MIN. TENSILE 1190 - MTN. .SHEAR 1520 - 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - //IN. SHEAR 1270 - 1 1/8' Y./ /N. EM8EO. IN MASONRY 1/4 -20 RAWL CALK -IN ANCHOR ( MACHINE SCREW ANCHOR) MTH 1/4 -20 BOLTS - - - M /N. - TENSILE - r870 7/ /N. SHEAR f7J0' = 7/8 M/N. view. IN CONCRETE MIN. TENSILE 880 - /./114. SHEAR 1540 - 7/8' MIN. £dBEO. IN MASONRY 1/4' PER /.N -SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HERO TYPES ) MIN. TENSILE 1.520 - M /N. SHEAR 1980 - 1 1/2 /./EN. EMBED. IN CONCRETE MIN /. TENSILE 880 - 11114. SHEAR 1270 - 1 1/4" /d /N. EMBED. IN MASONRY 1/4" Z4/24C N ILIN BY RAWL (ZAMAC 1W1M£R ORNES ) MIN. TENSILE 980 - MIN. SHE 1400 - 1 J /B' 1 114. EMBED. IN CONCRETE MIN. TENSILE 730 - MIN. SHEAR 1320 - 1 1/4" 1411 EMBED. IN MASONRY ANCHOPAGE TO WOOD CONSTRUCTION SHALL SE 1/4 STEEL LAGS OR LARGER WITH 1' /1 /N. THREAD PENETRATION. 1/4 -20 BRASS W000 BUSHINGS OR 1/4" ELCO PANEL MATES 0771'/ 1 7/8' MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 & OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT S/t4LL BE THE RESPONSIBILTIY OF THE CONTP.ACTOR TO VERIFY THE SOUNONESS OF THE STRUCTURE TO WITHSTAND THE AODIT10N4L LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHONTNC METALTECH, INC. HIALEAH, FL " " s 0l4DE COUNTY PROOUCT CONTROL APPROVED . WARNING TO OWNER OR TENANT LOCATE.° 1N EACH HEADER OR ONE PANEL OF EACH OPENING. STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN R£OURCD PERMANENT FASTENER COMPONENTS. £l./8£D0E0 ANCHOR 801.1. THREADED CONES OR METAL SHIELDS, .NOT IN USE, MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION'ANO DAMAGE AT ALL TIME tontH' ° APPROVED As COMPlYirlc wr7H N • e oct 2 2 2 - SOUri nn FLO CIA BUILDING COOE 047E . Q<S, • nuI1.4JT�1L� COp$ 0 ' • (Wp7t!G P , ON CP ROBERT S. MONSOUR. PE EB- 0006024 EATS" c €11GIiIE It1C, ric. REVISED Buidin pIC wlih th E]orWa g Code Acceptance No 0 a 2• 312.0 Ezparatioa 1 o .b e` yob • lama Division BT PfiCI• - 1 .050 Tf10L OIV!SION 8U -' • CODE C011PLIANCE OrFICE A U ZFI 54 v Z 4.1 Sf•/TfW/NsJ . 7 01/10/0d SHOWN 90702 1 ( 1 0-20 WU' M1 (=taro rTH HJri O'I o..r SIGN SCE NOTE: • E. D; • DETAIL 1 SCE ANCHOR SCHEDULE CONNECTION TYPE "D" ED. • 4 • .NOaE:7k . OBSTRUCAON SCE ANCHOR SCHEDULE CONNECTION TYPE '8" .500 HEADER or SILL /4 -20 THRU BOLT AV LOCK rico 12' 0.C. DETAIL 5 .500 FLOOR FL UG ANO M CRANE sCRCW ,NyCNOR 12' 0.C. FULL STOW PANEL (Trp.) CORNET PAN ANGLE Lur VARY R O FLANGE WAY 8E REVERSED HEADER or SILL DETAIL 9 SPECIAL PANEL CONFICURATiON LIAr BE NEEDED FOR TRAPPED WIDTHS PANELS MAY BE ADDED TO WITH A • MAXIMUM ADO -ON OF J" FASTENED TO PANEL BY THE USE OF /64 POP RIVETS J/16' TUBULAR RIVETS OR TO -24 T RU BOLTS 16 0.C. PRODUCT R VLSED at etnviyine with the Florida NOTE 7I; Bolding Cod Acccpm:ire No0 EXpi1 Non Date By 1 uti Dad 1 tact Control Division SEE ANCHOR SCHEDULE CONNECTION TYPE '13" OR OTHER HEADER dr SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE O CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WTTH /64 RIVET' OR /6 TECX SCRE'*S 12' 0.C. RETURN PAN. ANGLE. TUBE OR »COO MUST BC uS£D OK ALL BUILD our CONORICWS To CLOSE OAT £, QS •• • SEE AIK'}K.•'4 SCHEDULE CONtECTION TYPE "C" C -HEADEr? or Sc _f. DETAIL 2 • • • • • f�► _ —• • • • • • • • • ••- PLAN VIEWS • ...:• crr.ar4 f f• ; • • ••• • • • ••• 7 F D.• 7 SA' u4X. 1 sL orrw xouravvc roLjdur EC IISFD . • • • 94) c &Tr PAir£L. Ti?. Fat ALL •• • •• • • • • • ••• • • *oft •• • • i • • • •• DETAIL 6 O 1IDER v SILL I4 AY By INSTALLED IN REVERSE DIRECTION 1 ' .NIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "E" CR 1Q HEADER or SILL scar B£ INSTALLED IN REVtxsE DIRECTION . S LY OCTA/L 6 713 PSF MAXJ&Ih 4 . EQ MAXNUM PA■>E3. F ic3FT.T 96'L • DETAIL 10 SCL OK BOTrou • DETAIL 3 OR O CONTINUOUS BLOCKING J/ 16 Anti BOLTED TOGETHER KIN 1/4 - 20 THRU BOLT W/ LOCK NUT 6' O.C. USED AS HEADER OR SILL CONTINUOUS BLoca.v R 19 3/15 ANGLE M BOLTED TOGETHER KITH Division 1/4 - 20 THRU BOLT r/ LOCK NUT 6' 0.C. USED AS HEADER OR SILL R® CONI7rlUou5 BLOCKING 3 ANGLE ` f/4 -20 AVASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR I /4' MASONRY SCREW J O.C. E(7 ' J' ,U /N • EDGE DISTANCE • . POUR ED CONCRETE ONLY ' ROMM' R,EVISED as O soPIydng wick 1 Fleriia Bedding Conde Atiepteace mea?r'o1r2.oI I:a pira . , n to S.i�i 1 .1.. .!f'`t.. 1.1AX/UUU GAP BETNEEN STROLT PANEL ANO O.L.O. SHILL NOT EXCEED 1/4" 1 /4-20 r 3/4 JO.tAgL£D S'UOS A S VIEWED FROM FRONT VIEW ��YY WITH 1YA5}.27tfD WINCNUTS Mr.) PANEL NOTCHED AT BorTOx TO PASS OVER Sit/0 .WO IttNCNUT tl SAL (UCH Sr0e) v ' H OTS , * HEADER of SILL LD .. �,: Not fit' • SEE�A I.CXOR SCHEDULE CONNECTION TYPE 'C" DETAIL 4 SFZ ANCHOR SCHEDULE CONNECTION TYPE 'A" E0 CONTINUOUS MJOO VARIOUS SIZES DETAIL 7 10 £0 .r 9' LU.27W'J NOTE:* O or O HEADER.or SIL 1 111N. OR OTHER HEADER or SILL REFER TO TH T AFPUCl71ON FOR PROPER CONNECTION TYPE 1 \E.D. BLOCKING C S70RLI PANEL 2r1 ; ,S E CIt'f 21t'tG, rIC KPGOTr c. 000R OPOstoC 2 J /4 ' LUX. NOTE* JET* T111 i s • ROBERT •. MONSOU', FEt' C YVIk EB- 0006024 triAXteftil P1PA.Cr STORM PANEL HORIZONTAL INSTALLATION ELEVATION E.D\ 1 scar B£ L4UNTE9 fr C.iLLY OR H047.20wT.LL DETAIL 11 r VERT7G INSTALLATION ELEVATION CO 7 (CO NOTE* SEE ANCHOR SCHEDULE CONNECTION TYPE 'B" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" R Oo CONTINUOUS BLOCKING BOLTED TOGETHER WITH 1/4 - 20 THRU BOLT W/ LOCK NUT 12" 0.G R Oo CONTINUOUS BLOCKING 1/4 -20 r J/4 KNURLED STUDS WITH WASHEREi) WINCNUTS 12 I /2' 0 C. IT SHALL . BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO W000, CONCRETE MASONRY. WHEN ANCHORING TO W000, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE i.7TH 0.55 SPECIFIC CRA'WTY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE ryttlan $ S OUTH CI OS' ikTt:. . - .13. 2cisqo or moucr CO: ?Tr,- COMPLYING WITH THE BUILDING CODE - DIws.or; (ra'.) SIO _.otagieffiUILDING CCOE CCM?1 .NCE Of TICE • .CCEPTANCE NO.9LP1.2..22 nonsions 09 /l.l /')fJ OT s r 4* I sLP / .1R0 / RSx .. 7 O r /`o /96 SNORN 99307 ...tl 2 1/4 -70 FLOOR PLUG W777 -I /AA CI1JNE SCREW ANCHOR HE40£R OR SILL CONCRETE OR MASONRY • CONNECTION TYPE :? REFER TO DEFECTION C HAR GLASS TAL CH. rc STORM PANEL CON EC11ON 1/4 -20 FLOG PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO Y /000 MIN. NOTE: E. O I t p)r DETAIL 19 NOTE: HEADER or SILL —J/4 MIN. I 1/4" MAX. SEE ANCHOR SCHEDULE C ON•INECT ON TYPE "B" DETAIL 15 SERVE THRU WINDOW L 5 .-- STORM PANEL THE METAL TECH STORJJ PANEL MAY BE /!STALLED WITHOUT THE USE OF AN EX HEADER OR SILL THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE Wma•I THE USE or ONE OR A COM91IUTlOr/ OF DETAIL 13 NOTE* 7 "AI V I 3/8" THRUBOLTS 9 1/2" 0.C. WITH 2X3X.125 ANGLE ON SOTTO.? WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4 MAXIMUM •• ••• • • o • . • • • . •• . . W000 COfJ J 4 241 • l7+A ; • ; � • • •• THICKNESL COL/KTM:44 Y BE • MADE OF OTHER MATERIAL • ••• • • • • • • • •• • • • • PRODUCT REVISED us complying with the Florida Buiding Code Acceptance No 0 • CREW' • 2 '). 0 ) £Ypirutoa Date CREW' • - By r II. a Miami Da ; - duct ConU'cl Division SEE ANCHQR • SCtDULE fOIt 15 S ALL ANCH 4 L2 : Q. C. . • ' • • • • • • ••• ••• • •• • C HEADER or SILL DETAIL 16 SEE ANCHOR SCHEDULE CONNECTION TYPE "C" NOTE* 1 /4 " PANEL MATE SCREW WITH 14 —20 STUD HEAD WITH WASHEREO WINGNUT • . HEADER OR SILL . WOOD, CONCRETE 01? MASONRY l0 or°HEADER or SILL CONT1N000S BLocxh1c R 19 I/4 • ANGLE CORN ECTIOH TYPE "A" REFER TO DEFECTTON CHART GLASS s113.4M PANEL °N W T1ON TYPE "A" 1/4 PANEL_ . MATE 1 WITH I..ACHINE SCREW HEAD W117I 14 -20 SIDEWALK BOL HEADER OR SILL WOOD, CONCRETE OR MASONRY SCREWED OR BOLTED TOGETHER ) 1/4 -20 THRU BOLT W/ LOCK NUT 12" O.C. DETAIL 17 59.6 PSF M{AX•UM ./ PAt-L F-F3 GMT 109" MAXML&M DETAIL 20 ADJUSTABLE HEADER OR SILL 1/4 -20 MA-SHINE SCREW ANCHOR WITH SIDEWALX BOLT OR 1/4" MASONRY SCREW 4. O.C. 3. MIN. EDGE DISTANCE POURED CONCRETE ONLY SEE ANCHOR SCHEDULE CONNECTION TYPE "A" STUCCO 17NISH RE. Exit TO 0E7 £cnoN CHART NOTE: * NOTE:* OGF��a� -- t�CbfiE TYPE "A' P YEL SECURED WISH — WASHERED 147NGYUTS ST.a L LK r_ STORM PANEL CLASS t7. 1_ • a . NOTE:* OO O" 6 COf *CT1Otl TYPE "A" p12 STUCCO INSTALLATI DETAIL 14 B�L and Dade p Division SEE ANCHOR SCHEDULE a u151A�l9., . . CONNECTION TYPE " 01D 718 DETAIL 18 ACCP,P'ti ntt.N I ° >� r1n 70. irr �cf ZZI 1 ." „ "i' 4/Nl'f'IitN, /11,11iNt I rr•l,r. l±tytti'l. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF Th'E STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY SE INTS.4LL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO W000. THE WOOD MUST BE A MINIMUM 2 X 4 EOU4L TO /2 SOUTHERN PINE . WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY • PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAmING STRUCTURE 0 ROBERT Y9 1 ONSOUR. PE EB- 0006024 NTf c,cItfz2Y1c. cc. APPROVED AS COMPLYING WITH THE SOUTH FLORR"1.1 BUILDING CODE pC� DATE. 5Y PROGUCI co;r'or, 01Y 0:1 BUILdiaG CODE CC0IAPL.-\CE OFFICE ACCEPTANCE NO. Jp Q- AS ' b a 7 PRODUCT Ri: Tai, . as complying with to Florida Buidlog Cade �ptaace IYo d 2 -07 it 0 t R=pitaticu DE, 0 Abb 1 ncvislo,,:, 09/11 /WI 7 or /!o /J st 98002 .", 3 frf C!` Flak SIP / JRO / RS11 DESIGN PRESSURE PANEL SPAN 44.40 123" 47.81 120" 51.23 117" 58.06 112" 61.47 110" 66.85 106" 71.46 102" 75.30 97" 81.45 90" 86.83 84" 91.44 80" PANEL NEIGH 0" -68' aver W-56 ovcr 96'- 12J' WALL MOUNT 2 5/8" I J 5/3" 4" INSIDE MOUNT 2 5/8 3 5/8" 4" BUILD OUT 2 5/8" I 3 5/3" 4" PANEL HEIGHT 0"-107' over t07' -123• WALL MOUNT 2 13/16" .3 3/16" INSIDE MOUNT 2 13/16" 3 3/16" BUILD our ( 2 13/15" .3 3/16" THE METALTECH STORM PANELS MAY EE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. C .050 ALUM B' FRONT v1EN 510E via/ 1/4 -20 STUD »77H W!NGNUT 12 I /2" 0.C. • HORIZONTAL BRACE STRAP . ..• • •• HEADER ANO SILL 1 123" MAX. PANEL HEIGHT NO PANEL STRAP 1S REOUIREO DETAIL uIMllU12 DISrANCf eET,YEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1/8 x 3/4" FLAT ALUMINUM' PAR SIDE VIEW FRONT 'AEW MAXIMUM CAP BETWEEN PANEL AND HEADER IS 1/4' (TIP.) DETAIL "F" FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/75' 04. CIRCLE • •• • • • • • ; •. •• •• • ••• ••. ••• • •• 1 T PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP n „ c • • • -• u a" rm DETAIL 13 ON SHEET 3 By Miami Da Division OETAIL 1J ON SHEET .1 WALL MOUNT ANCHORING PANEL TOP 2: BOTTC.0 NO NOR. OR S7LL - PRODUCT REVISED as complying with the Florida Biding Code Acceptmce No 0 Eacpir• 'on Date uct Contra :• PANELS•MAY• RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY EXPI,ODED .4660:15 • • • • ••• • • • ••• . _ /. o) uIN/MUM DISTANCE BETA'EEN GLASS ANO PANEL HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLIC4T10N DETAIL 3, 4, do 8 DETAIL I ON SHEET 2 DETAILS 5.7.9, 10 AND 1 I ON. SHEET ._ 2. --- -_. _ - -ON - SHEET- J-- ..-- __.ON.. SHEET . 2_ _ .050 ALUMINUM YUMMY( lfIPACT" STORM PANEL i DEVIL .3,4, 6c 8 ON SHEET 2 WALL MOUNT ANCHORING PANEL NP k BOTTOM wim SIuocEO HoR/SILL tTtOLoppib'_ • L' )Mi (.L FRONT v1Ew SIDE VIEW DETAILS .7, 4 AND 8 ON SHEET 2 a', : 'D j :' ° : �; -i_� _ : TYPICAL SECTION VIEWS AC'C:F.Tr1'VCi' iNiet. - 0 - 1 2 1 1. F` F'IItATt[ ;�I 1)� T; c- 2..2 ! E (• WALL MOUNT ir1131 Ha4 AND 9cL flLSll4 �N{# t 3!. ROBERT •. MONSOUR, PE EB- 0006024 wars f tGItIMI1G. 11C. 1 123" ).14X. PANEL HEIGHT ONE PANEL STRAP LOCATED MI0SPA,Y PRODUCT' REVISED as complying ying trite Florida Raiding Aceeptanoe tYo 4 2- s 1 2. o� &per • n Da PANEL DEFLECTION CHART Miami Dade Product Control • WITH HORIZONTAL STRAP Di `' ei OO GLASS a DETAILS 5,7,9,70 AND 11 ON SHEET 2 BUILD OUT • w1TN HOR. )440 SILL CLASS DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET .3 HEADER DETAIL ' 4 ON SHEET 2 INSIDE MOUNT •1174 HOR..ANO SILL APPROVED AS COMPIYIIIC WITH THE SOUTH 0, Is\ BUILOIIIG CODE G:• TE_J •''_ .I E CONi' 8u:•.0,NG CODE COMM. AIL( • CE ACCEPT /VICE NO. 1.3 _ _2 _5':0.4 7 E-... W Z a G Z ` g W 5 9 7 • sO' /rrra or io se SI10HN 98007 4