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WINDOW PERMITDate Type 1 Permit No. Name Inspection Date Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT k 305- 795 -2204 Bui!ling'Inspection Request -QT iGcm Address I S N.E. qt 6T Re- Insp'n Fee ❑ Company Phone # 3 n 5 5 9 - (Q � q ��� /off 3IP,0 (Continued on opposite side) i .401 ' ..... BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing • 1+ Owner's Name (Fee Simple Titleholder) ,.,C�'i,r yt : y ', , -t T' f * , , Phone # , ;..,, 's "s '4. ' Owner's Address i it S N is `/ ; ': City M ) 1.:' . State Zip ,� Tenant/Lessee Name Phone # Job Address (where the work is being done) t N N ' ,,1 City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Phone # Architect/Engineer's Name (if applicable) $ Value of Work For this Permi>" ( ) 3 0 0 ° Type of Work: ElAddition Describe Work: 1 Total Fee Now Due $ ( 0 \ i% Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Al teration i County Miami -Dade Zip NO J New t, Permit NoBP a ` - I I Master Permit No. Square Footage Of Work: ❑ Repair/Replace Bond 5 ❑ Demolition 1 , ****************************Fees****************************** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** . ,p� Submittal Fee $..S D �� Permit Fee $ 3 V CCF $ 1 ,3 CO /CC -- Notary Training/Education Fee $ 7 � 1 10 Technology Fee $ 3. A 5 Scanning $ /5 ' Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) (7'iNet f✓ Mortgage Lender's Address <�d t a l z3�/ =rt�ti �, LL C- -, 1Lc fZ ��fi City ` '( State IA\ 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 it' Signature Owner or Agent. Contractor The foregoing instrument was acknowledged before me this e The foregoing instrument was acknowledged before me this day o' 2¢7O001 ' S �QA � day of , 20 , by who is per onally known to me or who has produced )Z L,b Z who is personally known to me or who has produced identification and who did take an oath. as identification and who did take an oath. NOTAR Sign: Print: C: CxpiresNovember15, My Commission Expir@V": ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning NOTARY PUBLIC: Sign: Print: My Commission Expires: Zip1CfS114 • • 0 1 1 •, VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT r `�!— , being the legal property owner, for the property Ie 41(,0 ( ,',�'; Located at: I,Mc C' Sr\areA Legally described as ,,\S11. ( ROM Do hereby petition the Village of Miami Shres to act as my own contractor pursuant to State of Florida, F.S. 489.103(7), end I have read and understand the following disclosure Statement, which entitles me td cork as my own contractor, I further understand that must appear in person to complete all applications. t, Owner DISCLOSURE STATEMENT the laws of the initial of reviewing clerk. The foregoing instrument Proof of ownership provided ( ) Was acknowledged before me this d day o 20 e �} who is personally known to me or who has Produced —��'�. �� �`�" identification and who did take an oath. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 or a faun out - building. 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 completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building ivho 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- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. ° Angela M Backe ��tp o+�' Exp:►as November 15, 200E I as the owner b.80' CL 89 ° 25'23 "' LOT -20 BLOCK -24 PLAASTIC SHED 4' CBW 90 ° 40'7 " 24.35' 14.90' 00 LOT -21 BLOCK -24 14.90' 90 ° 34'37 "' 6' WF 16.20' 16.55' 89 ° 19'53 "' 0.30' CL 14.65' PWY • R b 23.65' PWY F.I.P 1/2" NO CAP 1 B/Cn • • • 25 :7.7' SURVEYORS NOTE: 0 o° 0.50' CL LOT -19 BLOCK -24 THERE MAY BE EASEMENTS RECORDED IN NE PUBLIC RECORDS‘NOT SHOW ON Tills THE PURPOSE Of THIS SUR1EY IS FOR USE INT OBTAIN NO TITLE INSURANCE AND FINANCING ANO SHOULD NOT BE USED FOR CCNSTRUCDCN PURPOSES LOT -22 BLOCK -24 ' CBW 0.50' CL 4- - Col CPA P-ak \iiEw \ceor) c\' 16S0 f lAzA 1 1(4A 5it- 5- UT F 52 V0Z11.4ou..) 5 1 Ei\rTED uS ►CCU 11 Elsq Ff�CE Eps-c A% gtac sot ;p r piAcC 4e4,— eNi r NOTICE OF ACCEPTANCE (NOA) Style View Products, Inc. 3561 N.W. 54 Street Miami, Florida 33142 BUILDING CODE COMPLIANCE OF ICVCCO) PRODUCT CONTROL DIVISION SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A1-IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 01 -253, titled " 0.063" Aluminum Storm Panels ", sheets 1 through 6 of 6, prepared by Knczevich & Associates, Inc., dated March 07, 2001, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and thc 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 thc 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 thc 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 01101. ell as approval document mentioned above. NOA #98- 1005.02 and consists- 1 �� � This NOA revises pp w _ MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S NOA No 02- 0312.01 Expiration Date: 04/25/2007 Approval Date: 04 /25 /2002 Page 1 1 ° I f (VERTICAL OR P ° P PRODUCT C'•ARKI'.G LOCATION 4•' N - 2) , 1 751 1 2016 72 (TYP.) 0 O "h" HEADER SCALE: 3" = 1' -0" 1701' 12.00" COVERAGE 13 50" FULL PANEL .066•= 0 0 ,n 1.055 1200" 2 016 225.E i :066 .055" >RODUCT MARKING (OPTIONAL LOCATION) 400" I I I STORM PANEL SCALE: 3" = 1• -0•• 18 , m1122"( 666 , .1 22'• (TYP / 1 000 L HORIZONTAL LEG OPTIONAL (LEFT OR OPTIONAL ANGLE SCALE: 3" = V -0 GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 - ) CONFORMING TO A S.T.M. A653. STRUCTURAL QUALITY. GRADE 50. G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -•6, U 0.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL.BE LABELED AS FOLLOWS: ALUMACRAFTPRODUCTS MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S I. 6. TYPE 1 & 11 PANELS LESS THAN OR EQUAL TO 88 IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1 SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE 1 & 11 PANEL SPANS GREATER THAN 88" BUT LESS THAN 144", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & 11 PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE 111 & IV. NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -OADE COUNTY PROTOCOLS PA 201. 203. AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 95 -007, No. 95 -026, 96-006 AND 96 -006R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING 0 0 N O RIGHT) 75j 6.00" COVERAGE 7 50•" HALF PANEL in N N 1 200 -120" TYP. VARIES. 5.25 MAX O ANGLE SCALE: 3" = 1• -0'• 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE 4-.(SEE DETAILS FOR SPACING) 0093" TYP STUDDED ANGLE SCALE: 3" = 1' -0•• SL85 F col rt os••I' .25.1 (ZAMAC 3 ALLOY) WASHERED WINGNUT SCALE : HALF SIZE FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 P.S F. & @ 6" 0.0 FOR DESIGN LOADS GREATER THAN 100 P.S.F. & LESS THAN OR EQUAL TO 200 P.S.F. OVERLAP FASTENERS / TYP. (SEE NOTE It 6) TOP MOUNT - \ i(PERP. TO PANEL SPAN) ' (PERP ALUM ANGLE CLOSURE PIECE 1" x 2" x 125 MIN. TO 2•"xS - x 125" MAX EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED SECT ON r a P i OVERLAP FASTENERS (SEE PLAN VIEW Z. NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED TO PANEL SPAN SECTION r - 1 2 ,TYP ) 1 TYPICAL ELEVATION - TYPE III 1/4" MAX. TOP MOUNT OR DIRECT MOUNT A BOTTOM MOUNT A TOP MOUNT BOTTOM MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 1/1." MAX ALUM. ANGLE CLOSURE PIECE CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK • 1" x 2" x .125 MIN. TO 2 SECTION A SCALE 1 -1/2 = 1' -0" w J J J < w Z ,- < CC 0. w X E 16•i (rYP w z -J f �• /:,'H U NLIMITED / TO PANEL SPAN - SECTION BOTTOM / a o v MOUNT OR / DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE 11 w 03 - J < < 1- r Z 0 N O a 0 J J < w V Z r` < X WIDTH UNLIMITED P L F 1 I PERP. TO PANEL SPAN (TY 1 BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV FASTENER @ 12" 0 C FOR 1 DESIGN LOADS LESS THAN OR EQUAL TO 100 P S.F. & @ 6" O.C: FOR DESIGN LOADS GREATER THAN 100 P.S F & LESS THAN OR EQUAL TO 200 P.S.F. 11_1/2" -. MIN 1 1/2' MIN OVERLAP TOP MOUNT OR DIRECT MOUNT Awed as coapty(ag with the Florida gnbl • Code Dine '1,00.1 ?t0.0 • '�- Ml3M1 Dade Product Control By r N oc Q W z 08 FL Li ens No: 7- 0 . 983 1. •: o ▪ Z • 3 " I� ; -1 14 7 200 • • • ..a ter = = as 7 03/0 scare i 0 IT; NOTEI C_ MCA Co 0 1cnacha e vi�l vnt erar:np no. 0'1.252 sheet 1 of 91 revisions EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE- SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE :OF STRUCTURE GLASS OR DOOR /VI EXISTING CONCRETE. 0 HOLLOW BLOCK OR /w WOOD FRAMING. SEE ANCHOR SCHED. BASED ce1 ON TYPE OF STRUCTURE --- ANGLE TO WALL DETAIL FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTIONIYPE2' FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE O WALL MOUNT SECTION A SCALE: 3" = 1 -0" PANEL TO ANGLE DETAIL FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE 4' BEM ED N ' ® } 1/4 -20 MACHINE / BOLT & NUT 0 I •rs- xr+sr�r -- ^ ~ @ 12 O.C. ,Lb r. r iA SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) CONT. (TYP. TOP F. BOTTOM —7 .CONT. r er d } 1 - L 1/L -20 MACHINE BOLT & NUT (a 6" 0.C. FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE4' (MAX DESIGN LOAD = •100 P.S F. \ -100 P S F J 02 1/4•• MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & 1I AND (a12"0.C. FOR TYPE III & IV 1/4" MAX. • SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A /1) GLASS OR DOOR I SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) —N r 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE I &HAND @ 12" 0.C. FOR TYPE I11 & IV O BUILD -OUT MOUNT SECTION E SCALE 3" = 1' -0 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING / INSIDE MOUNT SECTION SCALE: 3" = 1 -0" PLYWOOD AND STUCCO FINISH SEE MIN. STORM -J 1__. PANEL SEPARATION FROM GLASS SCHED I� (TABLE 2) GLASS OR DOOR !. FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE 4' W000 FRAMING FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE 3' EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PLYWOOD AND STUCCO FINISH ANGLE TO WALL DETAIL CONT W000 FRAMING (TYP ) SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) Ob CONT. GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE USE REMOVABLE ANCHORS ONLY (a 6" 0.C. MAX. FOR TYPE I & II AND @ 12" O C. MAX. FOR TYPE III & IV. BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING FASTENER SEE ANCHOR SCHEDULE REF CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) 1/1." MAX ©CONT O WALL MOUNT SECTION E SCALE: 3" = 1 -0" t/O E ED r �s �r ' ig /EDGE 1/4 -20 MACHINE BOLT & WINGNUT (a 6" 0.0 FOR TYPE I & 11 ANO @ 12" O.C. FOR TYPE III & IV DIST. EXISTING STUCCO FINISH (TYP ) 1/L -20 MACHINE BOLT FASTENER. SEE ANCHOR SCHEDULE.. REF. CONNEC TION'TYPE 3' & WINGNUT (a 6 0 C. FOR TYPE 1 & 11 AND (a 12" 0.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL FASTENER. SEE ANCHOR SCHEDULE. REF CONNECTION'YYPE3' 4 . • • 1/4" MAX 0 W co f CEILING / INSIDE MOUNT SECTION C SCALE: 3" = 1' -0'• Apero es cco with the o ,�! S f 'Loo 1- NOAII 0 - 0 T 1.2. 0 rL herd pie Pict CCntTOI Dhisioo BY 11 I.7 '4 z p, o 2 rz Z r : . pi ~w N W J t wt 1 wu ,.. O ~ �g 1- N O t 0 a a J 0 ° S d)§ b ✓ 1 r e _ • v, p T '. V Q $ N o " 6 z =z `:'E . kJ i " o W W∎ 2 0 IV > W z '^ 2 Icy 8 0 i W N Q a W aJ � 4 VJ. IcNEZEIRCH FR FL. Li ns No: FE D 0983 AR Q __200) Pm as Us C 1 0 VE1 j . d42 � o • 21 14 M IN -J d•re 03/07/0 [ ata u ora,.n b •1 HOPED C 7 /C d••40^ by cf•to•d D Oravrnq na 01 -252 shee 2 or 9 SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2). GLASS OR DOOR •nouunaon • y , PLYWOOD AND STUCCO FINISH 2" x 6" P.T. WOOD BLOCKING 1/4 -20 S S. BOLT & WINGNUT @ 12" 0 C. MIN. 2" x 2" x .125" MAX. 4" x 6" x .125" CONT. 6063 —T6 ALUM ALLOY OR 18 GAGE GALV. STEEL ANGLE O CORNER DETAIL SCALE: 3" = 1 -0" STORM PANEL (MAX. DESIGN LOAD _ 72 P.S F.) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O F WALL MOUNT SECTION (BOTTOM) SCALE: 3" = 1• -0" STORM PANEL O6 CONT. FOR W000 BLOCKING USE 1 /4"0 S.S. LAG SCREW W/ 1-1/2" PENETRATION INTO W000 BLOCKING @ 12" 0.C. TWO 1/4 "m S.S. LAG SCREW @ 24" 0 C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS THREE 1 /4 "0 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. @ 24" 0.C. MAX. CONT 6" x 250" ALUM. PLATE ACROSS W000 JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I &II AND @ 12" O.C. FOR TYPE 111 & IV SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR 000R -- ' (MAX. DESIGN LOAD _ 72 P.5 F ) WOOD ROOF TRUSS OR FRAMING MEMBER O __SOFFIT CONNECTION DETAIL SCALE. 3" = 1 -0"' SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEO (TABLE 2) © CONT. 1/6 -20 MACHINE BOLT & NUT @ 12" O.0 OS CONT. (TYP. TOP & BOTTOM FASTENER. SEE. ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4' FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 3. SIDE CLOSURE REO'D. (SEE PLAN VIEW SEC A / 1) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O G ALT. BUILD -OUT MOUNT SECTION SCALE: 3" = EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE —�— ts14 SMS BETWEEN TRUSSES @ 12" 0.C. FINISH MATERIAL STUCCO. AND /OR PLYWOOD 1 )- l7 — Z W W J J m W Z W 0. w III X t - ' C 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE 1 & II AND @ 12" O.C. FOR TYPE III & IV SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) O ANGLE BUILD -OUT SCALE. 3" = 1' -0" USE REMOVABLE ANCHORS ONLY @ 6" 0.C. MAX. FOR TYPE 18. 11 AND @ 12" 0 C. MAX. FOR TYPE III & IV. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE SEE MIN STORM PANEL SEPARATION FROM GLASS SCHEO. (TABLE 2) GLASS OR DOOR FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION TYPE 4' / 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM W/ 1/4" O THRU BOLT TO HEADER @ 12" 0.C. (MAX DESIGN LOAD n 72 P.S F ) O DIRECT MOUNT DETAIL SCALE: 3" = 1 -0• 1/6" MAX • J, � W .' Z: r C 0.( x E II I 1 • • - • FINISH . MATERIAL STUCCO AND /OR �L Y W 000 !►pproved as complying with Mc Florida Ba Code Z o O D PI ON Miami Dide Prodntt Control Dh BY X E LP. Z W - r w 1—� <0 V 0 • V1 pC Q W W z a4 z V u N W ' Z u W O w NZ Qa J2 cht WO t Wt- V QJ �W N� VJ. (QVEZEV1CH PR0R.1 0NAL EER FL Lit: 0: PE t ''83 .1 : 1.11 nm C 4: ::Cn cl i d a N C J*--. a'• 03/07/01 (.t.ii -- iferm -n er •S NOTCO MC Q;; O r iW: TC (ii? r • — d a..nng no L 01 -252 sheet 3 of 9 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2•• x 5•• Tw =.125" Tf = .125" 5 . -0 .. 9 . -5 .. ,8' - 8 -1" in - EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE r 1 -1/2" 5" TO 10" O L POCKET DOOR DETAIL SCALE: 3•• = 1 " -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) w 0 = w,10 1/4"O THRU BOLT ANGLE TO ANGLE CONNECTION (al 12" O.C. 2 " x2 "x.093" STUDDED ANGLE ---1 EMB EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR PLYWOOD & STUCCO FINISH (MAX. DESIGN LOAD _ 72 P.S.F.) O ANGLE BUILD -OUT SCALE: 3 " r-0" FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE 4' 2 "x3"x1 /8 " OR2"x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR 1/2 -13 MACHINE 2" x 2" x .093" SCREW NUT ALUM. STUDDED ANGLE 1/2"0 POWERS RAWL CALK -IN (a1 12" O.C. W/ 1/2 -13 MACHINE SCREW . 2" x 3" x 1/8" CONT. 6063 -T6 ALUM ANGLE W/ 1/4" 0 THRU BOLT TO HEADER @ 12" O.C. 1 /4" MAX. EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 4 #12 SMS r @ 12" O.C. 1 (MAX. O P HEADER MOUNT DETAIL SCALE: 3" = 1' -0". (MAX. DESIGN LOAD s 72 P.S.F ) FINISH MATERIAL. STUCCO AND/OR PLYWOOD ALT. LEG DIRECTION TWO - 1/4 THRU BOLTS 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE THREE S/16"0 POWERS RAWL CALK -IN @ 3 -1/8" O.C. W/ 1 MIN EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. O `PASS THRU` DETAIL SCALE- 3" = 1 -0" - r r J• W Z I v+ Q� rl O. X = — � l7 E z I J 2 "x2 "x.093 " STUDDED ANGLE MAX 1/8" TILE 1 FINISH MATERIAL — 2" x 4•• x 1/8" CONT 3/4 PLYWOOD SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 21 1 ALUM. TUBE (6063 -T6) 1/[."0 POWERS RAWL CALK -IN ® 5" 0 C. WITH 7/8" MIN. EMB IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 12" O.C. W/ 1-1/2" MIN. EMB. IN W000. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER - 1/2"0 THRU BOLT @ 12" O.C. 1/6 "0 POWERS RAWL CALK -IN ® 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1 /4"m LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 DESIGN LOAD = 72 P.S.F.) ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & -Tf MAX. HORIZONTAL SPANS) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE z 5/16" POWERS RAWL CALK -IN @ 5" 0 C. W/ 1" MIN. EMB \I NTO CONC: OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ EXISTING CONCRETE 1/1.0 STUD ® 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE O EDGE MOUNT DETAIL SCALE: 3" = 1 -0" ( 1" x 3- x 055" 6063 -T6 ALUM TUBE 2" x 3" FINISH•MATERIAL. STUCCO ANO /OR PL YW000 JF_ r- 'EMB NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD _ 72 P.S.F.) OR 2" FASTENER SEE ANCHOR SCHEDULE, REF CONNEC TION 'TYPE 2* 1/4" MAX 11/2" MAX ® HEADER MOUNT DETAIL SCALE: 3" = 1 -0" F— u z w —J w z a x w J m w w Ikpraal r eespbt+8 with the nark% Diddlag Code( ,Loo 2 NOAH O �i) n 3 - a 1. Mhmi Dade Product Comm, °Y `�' ° ,..L.. --� 0 8. Y v - f u v 04 L ,d t D I r• Trio r VJ. KNE ER (FL Li No: PE :f_t x983 W-J — 2 Q CCEE uo- Qv) <- m W W O N N aar• z 0 0 03/07/01 Lws Np T15.1 — MC rain br c x.d b? — v] C__. v,xJ dr•wing no 01 -252 sheet 4 of 9 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" Tw = .125" Tf = .125" 5 • -o .. 9 . -5 " 8 -0" 8 -1" 0 W tO EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 1 2•' MIN. FINISH MATERIAL STUCCO, AND /OR PLYWOOD — FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION'TYPE 3' 1/4 " -20 STUD & WING NUT @ 6" O.C. FOR TYPE 1 & II AND @ 12" O.C. FOR TYPE III & IV 2" x 5" MAX. x .093" STUDDED ANGLE O TRAP MOUNT DETAIL SCALE: 3" = 1' -0" +1" x 2" I 12" x 2" x .055" 6063 -T6 ALUM. TUBE FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE w 0 O 1 p'• OR 2', FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION TOE 1' -J W z a X -L EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 0 W W 1/4 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1 2" MIN ! 1/4" -20 STUD & WINGNUT PANEL PANEL TO ANGLE CONNECTION (a1 6'• 0.C. 2" x 5" MAX. x .093" STUDDED ANGLE 2" x 2" x .093" STUDDED ANGLE O ALT. TRAP MOUNT DETAIL SCALE: 3" = 1' -0" O U 2' x Y ALUM. TUBE BUILD -OUT SCALE_ 3" _ 1 . 7 . 0 " .. _ FINISH MATERIAL STUCCO. AND /OR PLYW000 FASTENER SEE ANCHOR SCHEDULE, REF. CONNECTION 'TYPE 3' L 2" x 2" x .093" STUDDED ANGLE 1 /4" -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE 1I1 & IV THREE 5/16 "0 POWERS RAWL CALK -IN @ 3 -1/8" 0.0 W/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST, FINISH MATERIAL STUCCO, / AND /OR PLYW000 EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1/4 THRU BOLT (al 12" O.C. -ANGLE TO ANGLE CONNECTION 2" x 3" 2" x 4" I x 1/8" 2 " x 5 " 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 3' EXISTING CONCRETE OR HOLLOW BLOCK. SEE . ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 2" x 2"x .093" STUDDED ANGLE � NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD : 72 P.S.F.) O STORM PANEL SUPPORT BEAM SCALE: 3" = 1' -0 2" MIN I , I ' EDGE GIST. TWO -1/4 "0 THRU BOLTS ALT. LEG DIRECTION NON- STRUCTURAL NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O STORM PANEL BUILD -OUT SCALE: 3•' = 1' -0" a12 SMS @ 12" 0.C. • ALUM BEAM (SEE BEAM 7 SCHEDULE BELOW FOR T f BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 2 "x 3 "x1/4•x0' -8" 6063 -T6 ALUM. ANGLE -o 1/4 " -20 STUD' & WING NUT @ 6" O.C. FOR TYPE 1 & 11 - ANO @ 12" 0.C. FOR TYPE 11I & IV 2" x 2" x .093•• STUD ANGLE Approved u complying with the Florida f aldta Code to o'1- Qtim . Z- NOAH Control M1,al Dade Product phial LJ z W -r W V 1- D Qo _0 O . H N Q W ea- z = z U W W N Z z 4 v W r 0 tn Z M V W 0 FL Lic PE c 0 • • 0 Ut EER e No: 0983 7 2001 date 03/07/01 sc.le a•,wn oy AS NOrtp r M d• sign by chac4.d O v/N v/K dr.rine no. 01 -252 sheet 5 of 91 NEGATIVE DESIGN LOAD W (P.S.F.) TYPE 1 TYPE 11 TYPE 111 TYPE IV "U" & "H" HEADERS WITH STUD SILLS (al 6" 0 C OR "F" TRACK WITH BOLTS p 6" 0.C. * FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS p 6" O C 8 DIRECT MOUNTS W/ ANCHORS (al 6" O.C. (TOP 8 BOTTOM) * "U" & "H" HEADERS WITH STUD SILLS ® 12" 0 C OR "F" TRACK WITH BOLTS (al 12" 0.C. * * FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS (al 12" 0.C. 8 DIRECT MOUNTS W/ ANCHORS (al 12" 0.C. MAX. (TOP 8 BOTTOM) * * L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 - 1. 70.0 8 -8 9 -5 8- 8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 - 1. 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 6- 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 - 11.0.0 5- 3 6- 7 4- 7 6- 1 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 - 10 3 -9 5 -7 1800 4 -0 5 -6 3 -7 5 -5 190.0 3 -10 5 -3 3 -5 5 -3 200.0 . 3 -8 4 -11 3 -3 4 -11 210.0 3- 6 4- 9 3- 1 4 - 9 220.0 3 -4 4 - 6 2 - 11 4 - 6 230.0 3 - 4 -4 2 -9 4 - POSITIVE DESIGN LOAD (W) (P.5 F) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30 0 5 - 0 2 -5/8 .1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/6 12 - 0 3 -1/1. 2 -5/8 1.0.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 -10 3 -1/4 3 50.0 5 - 0 2 -3/4 1 -1/8 7 - 4 2 -3/4 1 -1/2 11 - 2 3 3 60.0 5 - 0 2 -5 /8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 - 8 3 3 70.0 5 - 0 2 -5/8 1-1/6 7 - 4 2 -5/8 1 -5/8 10 - 3 3 3 80 0 5 - 0 2 -5/8 1 -1/8 7- 1. 2 -5/8 1 -5/8 9 -11 3 3 90 0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1-3/6 9 - 7 3 3 100 0 4 - 0 2 -5/8 1 -1/8 7- 4 2 -5/8 1 -7/8 9 - 1 3 3 110 0 4 - 0 2 -5/8 1 -1/8 7- 4 2 -5/8 1 -1/2 8 - 8 3 3 120.0 4 - 0 2 -5/8 1 -1/8 7 - 1. 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. EN 'rER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. * = FOR TYPE 1 & 11 - BOLTS REQUIRED (a7 MIDSPAN TO HOLD PANEL SEAMS TOGETHER * *. = FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE td es coauphlag w(tb tb e Cade 't,uC Date _ ,.. N ON i Product Control Metal Ria ' j I N , Ii .1 0 ry p (11 { - N pi • W 5 a 8. N N 11 z 0. 2S Nil II° u z l " Z p: � v 8 n o in i u., 1,1 Lrtlicui a! ina < f 0 o 42 J H �3 °0 E• 2 I+ cg E " D � ii W i- l' ; fir ii ll IJf ! ( \ \ i • • VJ. KNEZEVICH rR 34 ISSION.0 t EER FL Licep PE Q41.983 1. 1 i c I - Fti rT • 7 200 la rd.,. 03/07/01 ft.I. O Dy E.f•On Dy c O vin dr .•.ing no 01 -252 sheet 6 9j FASTENER SPACING ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE • LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 314• EDGE DISTANCE SPANS UP TO 5' -0•' (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000M 1/4 W00D LAG SCREW W/ 1 -3/4 THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 4 8.0 12 12 12 12 12 12 12 9 12 12 12 6 6 12 12 62.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 200.0 12 5 6 12 11 12 5 6 12 11 12 5 6 12 11 1ll11M1M1111I11 48.0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 6 2.0 12 12 9 12 12 12 7 • 5 12 12 12 5 4 12 11 1 /4-0 WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11. 92.0 12 9 6 12 12 12 5 1. 12 11 12 5 4 12 11 200.0 12 5 1 . _12 .11 12 5 4 12 11 12 5 1. 12 11 * 1111 0 , 1/4 - 0 ELCO MALE/ FEMALE - PANELMATE W/ 1 -7/8 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 62.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 72.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 92.0 12 10 11 12. 12 12 6 8 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 1 8 12 12 12 6 8 12 12 * qta 7/16 - 01 BRASS WOOD BUSHING W/ 5/8 EMBED. ANO 3/4 MIN. EOGE DISTANCE • 48.0 12 12 12 12 12 12 5 7 12 12 10 3 5 10 - 8 62.0 12 12 12 7 9 8 12 12 12 12 11 10 3 5 4 11 10 11 6 5 9 9/ 9` 9 / / 4 4 4 4 9 9 9 9 S 5 5 5 72.0 92.0 12 4 6 12 12 9 6 9 200.0 9 . 1 4 9 5 9 6 9 5 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4_ ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4 (MIN.) WOOD STUD. 3/6" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 0 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U 0 N 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING 1.4ASHERED WINGNUT, NUT OR MACHINE SCREW. Approved a cam plylag with the Florida ooZ- Dar NDAM o Mtsml Dade Product Control 0 w 0 sly d• r• 0 RtectSSONAL EER FL lice No: PE 0 IIJ. 983 �1�• : 7 200 1 03/07/01 scale yn oy LASNOTCO3 P fella; ny 1Lcr; ∎-c V 6? V 1 K /K L drawing nd 01 -252 sheet 7 of FASTENER SPACING (INCHES) ANCHOR SCHEDULE • LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN aan.LnaLS ONLLS1X3 • ANCHOR TYPE LOAD (W) P S.F. MAX. (SEE NOTE 1) MIN. 2f EDGE DISTANCE •MIN. 3' EDGE•DISTANCE . SPANS UP TO 5' -0" • (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO S' -O" (SEE NOTE 1) :SPANS UP: TO 8' -6" (SEE NOTE 1) SPANS UP TO •: 12' -0" . (SEE NOTE 1) . CONNECTION 1 TYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 - . 44 5 •. CONNECTION " 1 ; TYPE • 2 3 4 5 CONCRETE innnnnnmIMM® 1/4 - 0 ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 48.0 12 12 12 12 12 12 6 7 ' 12 12 12 -3 5 12 9 12 12 12 12 12 8 12 12 12 12 8 12 11 6 2.0 12 12 10 12 12 12 4 6 12 12 11 3 5 .11 6 12 12 12 12 12 12 5 9 12 12 12 " 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 11 3 5 11 6 12 • 11 12. 12 12 12 4 8 12 9 12 3 7 12 7 92.0 12 5• 7 12 12 11 3 5 11 6 11 3 5 11 6 12 6 . 10. '12 12 . 12 ::•.3 7 12 7 12 3 7 12 7 200.0 11 3 5 11 6 11 3 S 11 6 11 3 5 11 6 12 3 7. 12 7 12 3 7 12 7 12 3 7 12 7 41„ st %C * * 1/4 FEMALE 1 - & . 1/4-20 SCREW (MIN. 3,000 W ,U11711u> uUN ELCO MALE/ ' PANELMATE" MIN. EMBEDMNT MACHINEE WITH NUT P.S.I. CONCRETE) W/ 48.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 3 5 12 12 10 4 10 5 12 12 ' 11 12 12 12 3 6 12 12 10 10 10 10 7 / > 5 5 5 5 10 10 .10 10 5 5 ..5 5 72.0 12 1 2 10 8 4 / � /. 8 6 12 12 1 10 12 1 12 5 10 1 10 10' 7 / % 4 4 4 10 10 0 10 6 S 5 10 10 0 10 � 4 ' 4 4 10 10 0 10 5 • 5 5 12 1 2 10 8 4 r �// 9 7 5 12 12 10 12 12 5 10 10 10 / 5 5 5 .l0 .1 0 .10 6 5 5 92.0 . 200.0 * 1/4 RAWL WI 7/8 & 1/4 STEEL (MIN. 3.000P.S.I.CONCRETE) - 4 8.0 12 12 • 12 12 12 12 12 10 12 12 12 6 .7 12 12 12 12 12 • 12 12 12 12 12 12 . 12 12 8 12 12 12 . /�,,,( fl, � ^0 POWERS CALK -IN EMBEDMENT -20 STAINLESS MACHINE SCREW 62.0 12 12 12 12 12 12 7 • 8 12 12 12 S 7 12 11. 12 12 12' 12 12 12 9 12 12 12 12 _ 7 11 12 12 72.0 12 12 12 12 12 12 5 7 12 12 12 5 7 12 11 12 12 12 12 12 12 7 12 12 12 12 7 11 12 12 92.0 12 9 9 12 12 12 5 7 12 11 12 S 7 12 11 12 12 12 12 12 12 7 11 12 12 12 7 11 12 12 200.0 12 5 7 12 11 12 5 7 12 11 12 5 7 12 11 12 7 11 12 12 12 7 11 12 12 12 7 11 12 12 4 8.0 12 12 11 12 12 12 S 6 12 12 10 9 / 4 4 10 9 7 5 12 12 12 12 12 12 12 12 12 12 12 12 6 4 10 8 12 12 •12 12 12 11 3 3 7 6 12 11 9 6 0 0 i 62.0 12 11 9 12 12 11 3 5 11 11 1/4"0 RAWL NAIL MIN. (MIN. 3,000 POWERS ZAMAC -IN W/ 1 -1/8" EMBEDMENT P.S.I. CONCRETE) 72.0 12 7 7 12 12 9 / 4 9 5 9 L 9 5 12 9 11 12 12 12 3 6 .12 7 11 3 6 11 6 92.0 12 9 4 2/ 6 4 12 9 12 5 9 9 11 j 4 4 9 9 5 5 9 9 4 4 9 9 5 5 12 11 5 3 9 6 12 11 12 6 11 11 3 3 6. 11 '11 6 6 11 �' 11 3 3 6 6 11 11 6 6 200.0 g � 1/4'0 DYNABOLT ANCHOR (MIN.2,100P.S.I.CONCRETE) 4 8.0 12 12 12 12 12 12 7 8 12 12 12 4 6 12 11 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 1 ° 101 62.0 12 12 11 12 12 12 4 6 12 12 12 3 5 12 7 12 12 12 12 12 12 6 10 12 12 12 4 8 12 9 ITW RED HEAD SLEEVE W/1 -1/8 MIN. EMBED. 72.0 12 10 9 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 4 9 12 10 12 4 8 12 9 92.0 12 6 7 12 12 12 3- 5 12 7 12 3 5 12 7 12 7 12 12 12 12 4 8 12 9 12 4 8 12 9 . 200.0 12 3 5 12 7 12 3 5 '12 : +1, 12 3 5 12 7. 12 4 .8 12 9 12 4 8 12 9 12• 4 8 12 9 BOLT 1_1/4 (MIN. & /4 RAWL 1/4 IV 2,000 48.0 12 12 12 12 12 12 11 '10 '` `1212`'12 6 7' 12 •12 12 12 •12•• 12• 12 •12' 12 12 12 12 12„ 7 12 12 12 62.0 72.0 12 12 12 12 12 12 12 12 12 12 12 12 7 8 12 12 12 5 6 12 10 12 12 12 12 12 12 8 12 12 12 12 6 11 12 12 -0 POWERS DROP -IN -20 SIDEWALK V4 - 0 HEAD! W/ MIN EEMB oMENT P.5.1. ONCRETE) 5 7 12 12 12 5 6 12 10 12 12 12 12 12 12 6 11 12 12 12 6 11 12 12 92.0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 11 12 12 12 12 6 11 12 12 12 6 11 12 12 200.0 12 5 6 12 10 12 5 6 12 10 12 5 6 12 10 12 6 11 12 12 12 6 11 12 12 12 6 11 12 12 ANCHOR NOTES: 1 SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EOGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER_SPAN 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. W000 FRAMING CONDITIONS VARY- FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING: FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL. 2 "x4" (MIN.) WOOD STUD. 3/4 EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE 'PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF .1/2" ENGAGEMENT OF •HREADS•IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS'HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 9. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. A,pproved is co=$y n with the D ee B Cod 2401- NOAH .L Mistol Dade Product Control Mislo BY • C7 Z� � e. 2 a � 5g8 D t Z a N $of zz VN V 0 4 v z O r Q � L W NUJ a J2 WI- a- �W W INVI �. KN PE O X 01 -252 sheet 8 o f 9 ANCHOR SCHEDULE FASTENER SPAONG (INDIES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS aawn>s • DNIJSIX3 ANCHOR TYPE • LOAD ( W ) P.S.F. MAX. . • (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE • SPANS UP TO 5 -0 (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 3 4 S CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 HOLLOW CONCRETE BLOCK (�� 11'111t1 �„" ICI ", 1111 " EJ "�� P N w/ 1/4 I TW TA CO 1 -1/4 MIN. EMBEDMENT 4 8.0 12 12 8 12 12 9 3 1. 9 9 6 3 6 5. 12 12 12 12 12 12 4 7 12 12 8 5 8 6 62.0 12 10 7 4 6 5 12 10 12 10 7 6 • 1 3 3 7 6 7 3 6 3 6 / 3 6 6 3 3 12 12 9 6 9 8 12 12 12 12 9 8 7 ' r j - 5 4 9 8 9 1. 7 7 4 4 7 7 1. 4 72.0 10 3 6 10 10 1. 7 4 7 4 7 4 92.0 8 / 4 8 8 6 6 / 3 ♦ , f 6 3 6 3 6 3 6 6 3 i 3 6 3 6 3 6 3 7 f 4 7 1. 7 : r 4 7 4 7 4 7 4 200.0 * 1�1���1�+ImmXXXXnm • 1k I i °1X1 °X " XIOS 4 1/ ELCO MALE/ FEMALE "PANELMATE W/ 1 -1/1. MIN. EMBEDMENT & 1/4-20 MACHINE SCREW WITH NUT • 1.8.0 • 12 12 12 12 12 12 5 7 12 12 11 3 S 11 .8 12 12 12 12 12 12 8 12 12 11 3 6 11 8 62.0 12 12 9 .12 12 12 3 5 12 12 10 / .4 10 5 12 12 11 12 12 12 6 12 12 10 5 10 5 72.0 12 8 8 12 12 10 4 10 6 10 / 4 10 5 12 8 9 12 12 10 5 10 6 10 / 5 10 5 12 6 10 10 L. 4 10 5 10 4 0 10 0 5 12 2 4 7 12 2 12 2 10 5 1 5 10 � � 10 / 5 . 10 ' 10 .5 10 / 4 . 4 10 5 .10 4 . . .5 10 f .5 10 5 10 r S 1 - � 200.0 • * 1/4 POWERS RAWL CALK W/ 7/8" EMBEDMENT & 1/4-20 STAINLESS STEEL MACHINE -IN SCREW 48.0 12 12 .10 12 12 12 5 '6 12 12 9 ' 4 9 . .7 12 12 12 12 12 12 6' 9. 12 - 12 12 6' 12. 9. 62.0 12 10 8 12 12 10 3 L. 10 10 8 t/ 4 8 ' .4... 12 12 12 12 '12 12 3 7 12 12 11 6 11 6 72.0 12 12 7 7 12 12 9/ 8 4 4 9 8 5 4 8 4 8 4 / 8 4 8 8 8 4 4 4 12 12 11 8 5 � 11 8 6 12 12 11 12 12 6 11 it 11 r 6 6 6 11 11 11 6 6 6 11 11 11 r 6 6 6 11 11 11 6 6 6. 4 5 12 12 92.0 200.0 8 j 4 8 4 8 4 8 4 1/4 RAWL NAIL -IN MIN. EMBEDMENT -_ -- D, 4 8.0 12 12 12 7 CI‘o ^�Ir 12 - 12 12 - 12 3 m cri Lnlm o� 9 6 4 0 3 6 4 12 12 12 12 12 12 12 11 8 7 4 i % 7 11 11 8 1. 1. /� 7 / / 7 / co r r 1. 4 4 4 4 8 6 12 9 9 5 4 8 7 7 7 7 4 4 4 7 5 3 5 3 6 2.0 0 POWERS ZAMAC W/ 1 -1/8• 72.0 20 1 0 5 10 10 6 / 3 6 3 5 3 5 3 12 5 8 t2 12 92.0 8 5 9 4 F V 3 8 5 8 3 5 sr 3 5 3 5 3 S� 5 3 10 3 6 10 10 7 4 7 3 5 3 5/ 3 S 3 7 / // 4 7 4 7 4 7 4 7 4 7 4 200.0 A 48.0 12 12 8 12 12 8 3 5 8 8 6 3 6 4 12 12 12 12 12 10 4 7 10 10 7 5 7 5 H1'" ! 62.0 11 9 6 6 11 9 11 9 6% 5 3 3 6 5 6 3 5 3 3 5 / 3 / 5 3 5 5 5 3 3 3 12 12 9 8 5 3 9 8 6 12 12 9 12 12 9 8 7 7 7 /' � � S 4 4 8 7 7 8 4 3 7 7 7 � 4 4 4 4 7 7 7 7 3 3 3 3 1/1.-0 t /~m OYNABOLT ANCHOR ITW RED HEAD SLEEVE W/1 -1/8' MIN. EMBED. 72.0 92.0 7 7 7 S/ 3 5 3 7 � , 4 7 3 4 7 3 7` 200.0 5 / / 3 5 3 5 f 3 5 3 5 3 5 3 48.0 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 * l I1111llltlll'►M 62.0 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 ,T- SCREW R00! 7 2.0 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 12 . 12 12 12 12 12 5 10 12 12 12 5 10 12 10 1/4 -20 ITW EPCON EPDXY ANCHOR W/ S S MACHINE SCREW W/ 2" MIN. EMBEO. 92.0 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 200.0 12 5 10 12 10 12 5 10 12 10 12 5 10 12, 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 • • ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT • SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE; HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASEO ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER.SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.1 WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING WOOD STUD SHALL'-BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY.'LAG:SCRE•WS• SHALL.HAVE PHILLIPS PAN HEAD .OR HEX HEAD. 8. • MACHINE-SCREWS SHALL =HAVE MINIMUM'_OF 1/2" ENGAGEMENT OF THREADS-IN BASE 'ANCHOR MAY HAVE. EITHER A PAN HEAD, HEAD. OR WAFER HEAD (SIDEWALK..BOLT). U.O.N. 9. v DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHEREO WINGNUT, NUT OR MACHINE SCREW Aneered t1 comply(ng with tke Florida v4 •15 ° � 200� 140A0 eL- 9 /`L o'L.- Miami Dille Product Control D TM r : 7 .., Z n o � . ^,mg �„ o o ut O. 13 4 NN $A .:, QZ - • _ 1A J 5 W co Z z J ND !I )z N w�' 0 qg 3 w ' ° m ! T_ L $ ! L ° °v 1 15 via# O 0.. t: 5 • o. ` ., WF-. " W IA J ) . z 1 N Z Qa _1S wo V.1. KNC7 H PROFESSIONAL NEER FL LicQ No: . PE 0 1 983 IMAR_Q 0 v �Ll ir- x V N 7.200) 01 -252 sheet 9 of 9 I o 0 0 N 1 75 12 00" COVERAGE — .12S TYP. VARIES: S.00 MAX. ® ANGLE SCALE : 3" = 1'- 0" 1 b.l (TYP ) TYPICAL ELEVATION - TYPE I FASTENER p it 0 C. FOR DESIGN LOAOS LOSS THAN OR EQUAL TO t10P AND par 0C FOR DESIGN LOAOS GREATER THAN 1)0 P S F EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION PR0OuCT MARKING LOCATION ♦ - 1170 13 50" FULL PANEL 0 N 2 1- 016 2.00" © STUDDED ANGLE SCALE : 3` = 1'- 0' TOP MOUNT PIECE 0.0. Q. OR PLAN VIEW 06 1 = r TUBE & FASTENERS (SEE PLAN VIEW S. NOTE 6) BOTTOM MOUNT PIECE O OR 0 OVERLAP FASTENERS Try. (SEE NOTE " 6) ALUM ANGLE CLOSURE PIECE: t ■ 2 ■ .055 MIN TO r ■ S • .055 MAX PRODUCT MARKING 10PTIONAL LOCATIONI .063 1TYP L00 10 STORM PANEL 1—.093 TYP. W J CO 4 1- T 1- I 1.• W] JO W tat ZN aW • Z X a ° L = Ja O N W N SCALE : 3` s 1'- 0" 1/L -20 • 3 •L MACHINE SCREW STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) • • 6 • (TYP ) 1 •L MAX ® WINGNUT WIDTH UNLIMI TEO SCALE : HALF SIZE (PERP. TO PANEL SPAN) SECT ON HALF PANEL TYPICAL ELEVATION -TYPE II EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW 1 . TOP MOUNT. PIECE O OR © OR DIRECT MOUNT PLAN VIEW 08 1 a t TUBE & FASTENERS (SEE PLAN VIEW & NOTE 61 - BOTTOM MOUNT PIECE 0 OR 0 OR OIRECT MOUNT I 1 /L MAX SCALE• 1 -1/2 = r -0 ' 7 - - ® 16 GAGE STEEL TUBE SCALE : HALF SIZE O 0 0 ott 20 "h" HEADER At- 100' SCALE . 3 = 1'- 0 — 16 GA. (TYP.) WIOTH UNLIMITED (PERP. TO PANEL SPAN) SECT ION ► i12 - ITYP ) UNLESS CLOSER SPACING REO. =OR DIRECT MOUNT TYPICAL ELEVATION - TYPE III 1/2' OVERLAP TOP MOUNT PIECE O OR 0 OR OIRECT MOUNT BOTTOM MOUNT PIECE O OR OR DIRECT MOUNT NO FASTENER & TUBE REOUIREO TO MOLO PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS S. NOTES ALUM. ANGLE CLOSURE PIECE TO BE CONTINUOUS FROM INSIDE MEAGER THROUGH BOTTOM SILL 1 s 2 - .A25 MIN TO 2 s S a 125 MAX '0 0 090 I FASTENER p 12 O.C. FOR OESIGN LOADS LESS THAN OR COUAL TO HOP SF. ANO pS FOR DESIGN LOADS GREATER THAN 110 P S F EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING ITYP 1 .16S SCALE : 3 s 1'- 0 SCALE : 3 - 7 .307 1.666 - HORIZONTAL LEG / OPTIONAL (LEFT OR RIGHT) 2 000' l "U" HEADER ® OPTIONAL ANGLE 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING COOL. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC 1095 3. STORM PANELS SHALL BE 5052 - H32 ALUMINUM ALLOY. 0 063 THICK. WITH A MIN Fy )BEFORE ROLLING) OF 26 K 5 1 ALL EXTRUSIONS SHALL BE 6063 - ALUMINUM ALLOY. U 0 N. L. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL. ANO SHALL BE LABELEO AS FOLLOWS: ALUMA CRAFT PRODUCTS IMAM. RONDA M1JMa0ADE COUNTY PRODUCT CONTROL APPROVED . ALL BOLTS AND WASHERS SMALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.1. 6. FOR TYPE I OR R PANELS LESS THAN 101 HIGH SHALL BE FASTENED AT OVERLAPS. AT MIOSPAN. W/ 1/1. It 3 - 1/2 - MACHINE SCREW SIDEWALK BOLTS WI OIE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS; UTILIZING A 1 s 1 = 16 GA STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION) TYPE 1 OR 11 PANEL SPANS GREATER THAN 101 BUT LESS THAN 135 - 1•2 - . USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE 1 & 11. FOR PANELS SPANS LESS THAN 33 - . OVERLAP FASTENERS ANO TUBE Al' SEAMS ARE NOT REQUIRED. FOR TYPE Itt PANELS., NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. B. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201. 203. AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C T C) TEST REPORTS No 95 - 006. 96 - 007 & 96 - 007R 9 TOP & BOTTOM OETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10 AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE H01" E OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ANO TUBE ARE PROPERLY LUST ALL E0. WHEN NEEDED. By A pprorrd as alto plyii = with the Flo rida_7io Code NORM Miami Dade PtodT ct Control Di lJ 2 Z = N LUu 1- Q 0 _ 0 V° 0 • N I/1 aC Q 2 a0 v = z 17 W 1" N � W Z Z Y 0 VI .1 0 P4 (acre 03/07/01, [ •c arwn ey AS afe IIOTEO,r IsC1 resign OT cneii.Z e 1 VIK V/K drawing no 01 -2531 sheet 1 of 6 ON PAGE S FOR MAX, PANEL LENGTH ON PAGE S FOR MAX PANEL LENGTH ON PAGE S FOR MAX i uulul ■11111 - -_ -__.- - -_ - - ;7.„ki1 I o 0 0 N 1 75 12 00" COVERAGE — .12S TYP. VARIES: S.00 MAX. ® ANGLE SCALE : 3" = 1'- 0" 1 b.l (TYP ) TYPICAL ELEVATION - TYPE I FASTENER p it 0 C. FOR DESIGN LOAOS LOSS THAN OR EQUAL TO t10P AND par 0C FOR DESIGN LOAOS GREATER THAN 1)0 P S F EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION PR0OuCT MARKING LOCATION ♦ - 1170 13 50" FULL PANEL 0 N 2 1- 016 2.00" © STUDDED ANGLE SCALE : 3` = 1'- 0' TOP MOUNT PIECE 0.0. Q. OR PLAN VIEW 06 1 = r TUBE & FASTENERS (SEE PLAN VIEW S. NOTE 6) BOTTOM MOUNT PIECE O OR 0 OVERLAP FASTENERS Try. (SEE NOTE " 6) ALUM ANGLE CLOSURE PIECE: t ■ 2 ■ .055 MIN TO r ■ S • .055 MAX PRODUCT MARKING 10PTIONAL LOCATIONI .063 1TYP L00 10 STORM PANEL 1—.093 TYP. W J CO 4 1- T 1- I 1.• W] JO W tat ZN aW • Z X a ° L = Ja O N W N SCALE : 3` s 1'- 0" 1/L -20 • 3 •L MACHINE SCREW STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) • • 6 • (TYP ) 1 •L MAX ® WINGNUT WIDTH UNLIMI TEO SCALE : HALF SIZE (PERP. TO PANEL SPAN) SECT ON HALF PANEL TYPICAL ELEVATION -TYPE II EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW 1 . TOP MOUNT. PIECE O OR © OR DIRECT MOUNT PLAN VIEW 08 1 a t TUBE & FASTENERS (SEE PLAN VIEW & NOTE 61 - BOTTOM MOUNT PIECE 0 OR 0 OR OIRECT MOUNT I 1 /L MAX SCALE• 1 -1/2 = r -0 ' 7 - - ® 16 GAGE STEEL TUBE SCALE : HALF SIZE O 0 0 ott 20 "h" HEADER At- 100' SCALE . 3 = 1'- 0 — 16 GA. (TYP.) WIOTH UNLIMITED (PERP. TO PANEL SPAN) SECT ION ► i12 - ITYP ) UNLESS CLOSER SPACING REO. =OR DIRECT MOUNT TYPICAL ELEVATION - TYPE III 1/2' OVERLAP TOP MOUNT PIECE O OR 0 OR OIRECT MOUNT BOTTOM MOUNT PIECE O OR OR DIRECT MOUNT NO FASTENER & TUBE REOUIREO TO MOLO PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS S. NOTES ALUM. ANGLE CLOSURE PIECE TO BE CONTINUOUS FROM INSIDE MEAGER THROUGH BOTTOM SILL 1 s 2 - .A25 MIN TO 2 s S a 125 MAX '0 0 090 I FASTENER p 12 O.C. FOR OESIGN LOADS LESS THAN OR COUAL TO HOP SF. ANO pS FOR DESIGN LOADS GREATER THAN 110 P S F EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING ITYP 1 .16S SCALE : 3 s 1'- 0 SCALE : 3 - 7 .307 1.666 - HORIZONTAL LEG / OPTIONAL (LEFT OR RIGHT) 2 000' l "U" HEADER ® OPTIONAL ANGLE 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING COOL. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC 1095 3. STORM PANELS SHALL BE 5052 - H32 ALUMINUM ALLOY. 0 063 THICK. WITH A MIN Fy )BEFORE ROLLING) OF 26 K 5 1 ALL EXTRUSIONS SHALL BE 6063 - ALUMINUM ALLOY. U 0 N. L. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL. ANO SHALL BE LABELEO AS FOLLOWS: ALUMA CRAFT PRODUCTS IMAM. RONDA M1JMa0ADE COUNTY PRODUCT CONTROL APPROVED . ALL BOLTS AND WASHERS SMALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.1. 6. FOR TYPE I OR R PANELS LESS THAN 101 HIGH SHALL BE FASTENED AT OVERLAPS. AT MIOSPAN. W/ 1/1. It 3 - 1/2 - MACHINE SCREW SIDEWALK BOLTS WI OIE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS; UTILIZING A 1 s 1 = 16 GA STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION) TYPE 1 OR 11 PANEL SPANS GREATER THAN 101 BUT LESS THAN 135 - 1•2 - . USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE 1 & 11. FOR PANELS SPANS LESS THAN 33 - . OVERLAP FASTENERS ANO TUBE Al' SEAMS ARE NOT REQUIRED. FOR TYPE Itt PANELS., NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. B. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201. 203. AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C T C) TEST REPORTS No 95 - 006. 96 - 007 & 96 - 007R 9 TOP & BOTTOM OETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10 AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE H01" E OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ANO TUBE ARE PROPERLY LUST ALL E0. WHEN NEEDED. By A pprorrd as alto plyii = with the Flo rida_7io Code NORM Miami Dade PtodT ct Control Di lJ 2 Z = N LUu 1- Q 0 _ 0 V° 0 • N I/1 aC Q 2 a0 v = z 17 W 1" N � W Z Z Y 0 VI .1 0 P4 (acre 03/07/01, [ •c arwn ey AS afe IIOTEO,r IsC1 resign OT cneii.Z e 1 VIK V/K drawing no 01 -2531 sheet 1 of 6 ON PAGE S FOR MAX, PANEL LENGTH ON PAGE S FOR MAX PANEL LENGTH D- N 0 u SEE �J�I SEPARATION FROM GLASS SCHEDULE 'TABLE 21 -.1 GLASS OR 0008 -- EmBED ( j ANGLE TO WALL DETAIL SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ( ;(' L 3/6' -- - FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION -TYPO r - EXISTING STRUCTURE PLYw000 AND STUCCO FINISH QCONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE S EXISTING STRUCTURE O WALL MOUNT SECTION SCALE : 3 = 1' -0 EMBEO. L_ 0 2 • 6" P.T. W000 CONT. NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ()CONT. 1 • 1 - 3/ 4 " 5 5 LAG @ 12 O.C. w/ 1-1/2 - PENETRATION INTO W000 1/4 -20 MACHINE BOLT & WINGNUT @ 6 - O.C. FOR TYPE OR n OR at 12- 0 C. FOR TYPE 1R PANEL TO ANGLE DETAIL Two 1/4"11: 4.1/2 5 S LAG SCREWS @ 24 O.C. MAX. W/ 1.3/4' PENETRATION IN CENTER OF STUOS NOTE: USE OF THIS DETAIL, IS LIMITED TO s 72 P.S.F. v-7-1 WALL MOUNT SECTION (BOTTOM) E SCALE 3" • GLASS OR DOOR -- SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR SCHEOULE REFERENCE CONNECTION - TYPO 3 - - GLASS OR 000R- 1/4 -20 MACHINE BOLT L WINGNUT @ 6 0 C. FOR TYPE 1 L 11 AND @ 12 O.C. FOR TYPE 01 ;EDGE OIST V O. .1 W� ;.! u I SCALE : 3 • 1' - EMBEO NOTE; THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 1 /4 MAX. WOOD CEILING/INSIDE CEILING/1NSIDE MOUNT SECTION © MOUNT SECTION SCALE : 3" = 1•_0 SEE SEPARATION FROM GLASS SCHEOULE ©C ON T. (TABLE 21 1/4 - 20 MACHINE BOLT S. NUT p 12 - 0C QS CONT (TYP. TOP L BOTTOM 0 W E � W . SEE SEPARATION FROM GLASS SCHEOULE (TABLE 2) -- GLASS OR 000R -- ©CONT. — FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 4 EXISTING STRUCTURE SIDE CLOSURE REO'0. (SEE PLAN VIEW( FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 3 0 1/4 -20 MACHINE BOLT L WINGNUT (61 6" 0 C FOR TYPE I & ANO @ 12 0 C FOR TYPE us NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. nEAOERS 0 S. CAN NOT BE USED IN COMBINATION WITH THIS DETAIL SCALE 3 = ALT. BUILD -OUT MOUNT SECTION FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3 LOGE OIST J W W J zm 44 0.8- E I 0 0 I- O NO W Z N � O EXISTING STRUCTURE 1/4 MAX. 1/4 - 20 MACHINE BOLT 3. WINGNUT @ 6' O.C. FOR TYPE 1 OR O OR @ 12 O.C. FOR TYPE m EXISTING STRUCTURE 1 • O N I+/ GLASS OR 000R — EMBE0 IT W..) SEE SEPARATION FROM GLASS SCHEOULE (TABLE 21 QCONT \ OCONT (TYP TOP & BOTTOM 1 • EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE TI 4- REFERENCE CONNECTION - TYPE �- FASTENER. SEE ANCHOR SCMEOULE REFERENCE CONNECTION 'TYPE 4 EXISTING STRUCTURE • SIDE CLOSURE REO - D. (SEE PLAN VIEW) © BUILD -OUT MOUNT SECTION D SCALE 3" = r -0 / 1 - 1/2" 1 - 1/2 - THREE 1/4 W000 LAG SCREWS W/ 2 -1/4' MIN EMBED. @ 24" 0.C. MAX. CONT. 6 :.250 - ALUM PLATE OVER W000 MEMBERS SEE MIN SEPARATION FROM GLASS SCHEDULE (MAX. DESIGN LOAD • 12 P.S P.) uIL SMS BETWEEN TRUSSES (al 12" 0 C 0 SOFFIT CONNECTION DETAIL G SCALE • 3 • 1• -0" Br 1/4_20 MACHINE BOLT 1 NUT @ 6" O.C. X E 1/4 -20 MACHINE BOLT L WINGNUT @ 6" 0.0 FOR TYPE I OR 11 OR @ 12 0.C. FOR TYPE 111 1/4 -20 MACHINE BOLT & NUT @ 6" O.C. W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL STUCCO FINISH OR PLYWOOD SOFFIT 1/4 MAX. 1 /4 MAX Approved as complying with toe Florio. u Dote Zb 2 2.. NOM Miami Dade Product Control V W z Z W _r V1 LU u F- Q0 0 . VI Q W y z D -- i W _ LI >- w'#. Z Y v C 0 0 0 0 1- 6 iidiammumwomme VJ. KNEZ PROVES110NAL FL Lic- s o: P A MIkt_ 0 2001 d• • 03/07/0 • AS N_OTCOJ[r:vn .P.0 r • •. Inft4.Y K L drawing ne _01 -2 53 Sheer 2 a-63 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2 • S S• - 9' "S Tr • 125" 8• -0- 8• -1- TI • 125 2 a 9" 5 - -0- ts- -1r T . • 125" B• -0 13 -7 TI • .125 n EMBED O SCALE : 3 = t• -0" EXISTING CONCRETE OR HOLLOW BLOCK • — 0 T `0 N Z u 2 W 2 ALUM STUD ANGLE a - -• GLASS OR DOOR © 2" • 2" • 093" 3 /L PLYWOOD 2" • a x 1 /13" CONT ALUM TUBE I6063-T61 Ap- _ - . -1 /4. RAWL CALK -IN (01 7 0.C.. WITH 7/8" MIN. EMB IN CONC. OR HOLLOW BLOCK OR 1 /L LAG SCREW 12 - 0 C. W• 1 -1/2" MIN. EMB. IN WORD WOOD SHALL BE OF SPECIFIC GRAVITY - G" OF 0.55 OR GREATER 1I77 l/2 THRU BOLT p 12" 0 C. 1 /4."0 RAWL CALK -IN (m 12" O C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1 /1. LAG SCREW 2L O.C. W/ 1 -1/27 MIN. EMB. IN WOOD W000 SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER © 2" • 2" a 1/8" CONT. ALUM- ANGLE 6063 -T6 (MAX. DESIGN LOAD • 72 PSFI "PASS THRU" DETAIL MiL SMS 12 -DC ALT LEG DIRECTION TWO -1 /4 THRU BOLTS 2" • 3" • t /L • 0•-8 6063-T6 ALUM ANGLES FOR 2" • 9 - • 1/8" BEAMS USE 2" • 3" • 1/ I." • 0• -B" 6063 -T6 ALUM. ANGLES FOR 2" • S" • 1/8" BEAMS T. STORM PANEL -- a A.— T (MAX. DESIGN LOAD o 72 PSFI K O HEADER MOUNT DETAIL SCALE . 3 • V-0 x Q MAX 1 /0- TILE t / FINISH MATERIAL ALUM. BEAM )SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) W 2 a X 4 t THREE l /L "0 CALK -IN ANCHORS CO 3" O.C. W/ 7/8" MIN. EMBED IN CONC. OR HOLLOW BLOCK WI 3" MIN. EOGE 01ST. USE THREE ANCHORS FOR 2 - • S- • 1/8" BEAMS TYPICAI. FOR EACH ANGLE 1 /L" MAX © 2 • 2 • 093" ALUM STUD ANGLE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. OESIGN LOAD s 72 PSFI \•••5•1 EDGE MOUNT DETAIL SCALE 3 • Y - I 2 - " MIN 1/L -20 MACHINE BOLT 1. WINGNUT (O 6" 0 C FOR TYPE I t II OR @ 12" O C FOR TYPE "I •2"•.093 "OR 2" • 5" • 093" STUDDED ANGLE S /16 0 RAWL CALK -IN (O 5" 0 C. W• r MIN. EMBED. INTO CONC. OR HOLLOW BLOCK W/ S /16 -18 MACHINE SCREW Q 2" • S a 1/8" CONT. ANGLE 6061 -T6 ALUM W/ 1/4 STUD (a 12" 0 C. (MAX. DESIGN LOAD ¢ 72 PSFI O L ALT. TRAP MOUNT DETAIL SCALE 3 - • r -0 1 /L - 0 RAWL CALK -IN (j 6 - O C W/ t /4-20 MACHINE SCREW W/ 7 •B" HIM EMBED IN CONC OR HOLLOW BLOCK — STORM PANEL 2 N EMBED. , E STORM PANEL - --' 1 /4-20 THRU MACHINE SCREW ANGLE TO ANGLE CONVECTION (p 1V 0C 2" • 2" • .093" STUDDED ANGLE G tr NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. • (MAX. DESIGN LOAD s 72 PSFI O ANGLE BUILD -OUT SCALE 3 • 1• -0 FASTENER SEE ANCHOR ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4 - 2" • 3" • 1/8" OR 2 - a S • 1 /8" CONT. ANGLE 6063 -T6 ALUM. ITYP. TOP & BOTTOM) Approved as complying with the Florida ode Date 2 NOM Miami Dade I- 2 Z VI N -■•- V1 w U I— a _O 0 • L/1 Cg Q W W ea— Z = 2 V v W ~ N z W Z U FL Lk No: PE 0. 983 -I� 7 200, 1 • r M C 01-253 sneer 3 of 61 TWO - S/ " CALK -IN 013 3 -1 /8" 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK W/ 3 - 3/4" MIN EDGE GIST WI 5/16 -18 MACHINE SCREW EXISTING C.B.S. GLASS OR DOOR EXISTING STRUCTURE E SEE SEPARATION FROM GLASS SCHEO (TABLE 2) ©2" • 2"a .093 - STUDDED ANGLE (MAX. DESIGN LOAD a 72 PSF) I 4 2- a 3- a 1 /L" a 0' - 6" 6063 -16 ALUM ANGLE (TYP. TOP & BOTTOM( ALT. LEG OIRECTION NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM Of PANEL O STORM PANEL SUPPORT BEAM SCALE :3" TWO - 1/4.20 MACHINE SCREWS FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1 O DIRECT MOUNT DETAIL P SCALE : 3" a 1• -0" 1 0 N 12 SMS (4112' 0C. 2" a 7". 9' -7 MAX TI.0.13 ". T t.° OSS 6063 -T6 ALUM. LAP BEAM 2 2 N r a 2 a .OSS 6063-76 CONT. ALUM TUBE — EMBED l L.— 0 1/L -20 MACHINE SCREW (I 6 O.C. 1/L - 0 RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC OR HOLLOW BLOCK @ 6 O.C. 2 ..2" STUOOEO ANGLE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM Of PANEL. (MAX. DESIGN LOAD s 72 PSFI O 2' x 2' ALUM. TUBE BUILD -OUT SCALE : V • 1/L -20 S S MACHINE BOLT L WINGNUT @ PANEL MIOSPAN CR (EI Sr O C. MAX MIN Y a 2' a .125" CONY 6063 -T6 ALUM. ALLOY OR t8 GAUGE GALV STEEL ANGLE STORM PANEL © ALT. CORNER DETAIL SCALE : 3" a 1 -0 �— STORM PANEL 2' s 2 a 093 - ST000EO ANGLE 1/L -20 MACHINE SCREW STUO L WINGNUT (0 6" 0 C. FOR TYPE 1 L II AND (A 1r 0 C. FOR TYPE III t /L TMRU BOLT ca 12" O C. ANGLE TO ANGLE CONNECTION 1 /L "6 BAWL CALK -IN (O 11" o C. W/ 7/B" MIN EMBED. INTO CONCRETE W/ 1/1.-20 MACHINE SCREW r 4i7jr • 1 -1/2 alda VS 6063 - 76 ANGLE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX DESIGN LOAD s 72 PSFI STORM PANEL BUILD -OUT O SCALE : r • 1' -0" © 2 • 2" a .093• STUOOEO ANGLE ©2 • a 2" a .093• STUD ANGLE - 1/1. -20 MACHINE SCREW STUO S. WINGNUT (m 6" 0 C FOR TYPE I S. D ANO ml 17" O.C. FOR TYPE III . Approved as Complying with the Florida Bu ding ode Dog Nom Miami Dhisl Qide • •odact Coau0J BY Z � N taI Ln g tl W g <0 0 S a m V10 ; 2 g S S • X8 2 a W J Z ' UJ Z z. • J • Q a D ui oV 0 0 v.t. KNEZmCH P9O ESSSOMAL FL Lice • No: PE 0+ +983 iM1R + 7 200 t • . t a s r 0 0 O [ drawn OT MC seal. •AS NOTCO etsi0r• Dy cN.chtd O v1K V1K L dr.vonq no. 01 -253 sheet t. D STIVE POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (1.1 (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) W/ BAR & BOLTS NO BAR !TYPE IN ONLY) W/ NO BAR 40.0 5- 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2 -3/4 3 -3/4 2 -5/8 50.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 1 -3/4 8- 8 2 -1/2 2 -1/2 1 -3/4 11 - 0 3 3 -3/4 3 60 0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 8- 8 2 -1/2 2 -1/2 2 -1/8 10 - 0. 3 3 -3/4 3 70.0 5- O 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9 -8 3 3 -3/4 3 80 0 4 0 2 -1/2 2 -1/2 1 -1/4 8- S 2 -1/2 2 -1/2 • 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 3 -3/4 3 90 0 4 - 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2 -3/4 3 -3/4 2 - 3/4 100.0 4 - 0 2 -1/2 2 -1/2 1 - 1/4 6- 0 2 -1/2 _ 2 -1/2 1 -1/2 8- 3 2 -3/4 2 -1/2 2 -1/2 110.0 4 - 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120.0 4 0 2 - 1/2 2 - 1/2 1 - 1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2 -1/4 NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE II TYPE III ALL MOUNTING CONDITIONS W/ . ••U" HEADERS. - H" HEADERS W/ STUDS @ 6 O.C. STUDDED ANGLE MOUNTS. - F - TRACK MOUNTS W/ STUDS @ 6 O.C. & DIRECT MOUNTS W/ ANCHORS @ 6 O.C. (TOP & BOTTOM) STUDDED ANGLE MOUNTS. - F - TRACK MOUNTS W/ STUDS @ 12 0 C & DIRECT MOUNTS W/ ANCHORS @ 6 OR 12 O.C. (TOP & BOTTOM) x L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 30.0 8 -5 11 -4 11 -4 L0.0 8 -5 11 -1 11 -1 50.0 8 -5 . 10 -6 10 - . 60.0 7 -9 10 -0 . 9 -5 65.0 7 -2 9 -10 9 -0 700 6 -7 9 -8 • 8 -8 75.0 6 -2 9 -6 8 -2 80.0 5 -9 9 -3 7 -8 90.0 5 -2 8 -9 6 -10 100.0 4 -7 8 -3 6 -2 110 4 -2 7 -11 5 -7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 -9 1400 3 -3 6 -8 4 - 4 150.0 3 -1 6 -3 4 -1 160.0 2 -10 5 -10 3 -10 1700 2 -8 5 -6 3- 7 180.0 2 -7 5 -2 3 -5 190.0 2 -5 4 -11 3 -3 2000 2 -3 6 - 8 3 -1 • TABLE 1 - STORM PANEL SCHEDULE NOTE FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. x ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE 2 - SEPARATION FROM GLASS SCHEDULE Approved as comp with the Florida Dete /z c / z e oo a NOAJt t L•O Miami Dide Prodsd C8ntro Di BY u z Z � W - I— N h- w v I Qo LJ - e 0 . N N N ea Q C S W v v W N W Z SZ D ui W . - Z 2a 'Do Ri- co ( t VJ. KNEZE,Y' FL I cen� No: PEI. +983 C 0 M 4, i 4 0 r'I dar• 03/07/01 iTal; d7awn Or L AS NOTCO MC [a -- • sign Oy Cn•Ch•d O -- VIK] V1. drawing no. 01 -253 s h eep 5 of 6 FASTENER SPACING (INCHES) ANCHOR SCHEDULE SPANS REQUIRED FOR VARIOUS DESIGN LOADS AND EXISTING STRUCTURE ANCHOR TYPE LOAD (WI PSF MAX. 3/4' EDGE DISTANCE . 5 MAX. SPAN a -5 MAX. SPAN 11•-1. MAX. SPAN CONNECTION TYPE 1121'31415 CONNECTION TYPE 1121316 15 CONNECTION TYPE 1!2131615 WOOD FRAME 1 -3/4 MN 48 12112112112112 121 9 1 9 110'12 12:5 1 7' 7 1 9 j �1♦111111111111 »» »1tm1Nt. va W000 LAG SOREW N W/ t.)/4 !SMEAR PARALL[L TO GRAINI 62 12112112112112 12112 101 11112 121 7 8 1 9 1 121 S 1 7' 8 19 12 72 72 6 16 1 8 121 3 1 4 1 5 1 6 �- t i 4, S 12 �/ � 12 j% 6 5 1 6 92 12 4 200 IZ /%, j L 4 1 5 12 / I. 4 ! 1 5 fora M.N 48 12112!12 121 9 1 7 !10.12 • 121 5! 5 1 7 :9 1 -' E JIltW1lWpUllWWllI1 1/4-. w000 LAG SCREW w/ I.3 /4 PENETRATION tsHCAR PERREN TO G R •I 62 12112 j 9 112 12 12 1 5' 5 1 8 1 9 12' 3 1 4 6 1 7 �. -- 12.,E 3, 5 1 6 �/ ; E. ! 12 3 , 5 _ / . - � 1 2 : • ; i ce 3 i ' I S 7 2 -- 92 I 1 4 2 ` 1 2 , 8 1 1 1z 10 � 1264 5 1 6 , 8 - . - 1 - :-- 121 3 1 3 . 5 ; 6 12 3 ! 4 ' 5 ---I -- - I - 1-- 12; 7 16 19 200 1 12;743 1 415 12 12 8 110 9 6 7 aI5 6 12 3 1 6 4 5 6' 3 2 12 12 10 1216 12 12112 8 10 12 10 9 6 7 ® 6 8 ® 6 6 L 5 3 2 12 12 10 12 12 12 8 9 8 6 3 12 12 12 11 12 12 12 11 8 10 12 12 7 9 8 10 12 C t 5 6 5 3 1. 4' 3 121t17 sl 12 5 10 %5131 8 / 3 6 12141715 6 10 5131 12 9 1 10 1 9 11 121518171 1216171617 1251516 12 7 6 S t / 6 11 '.51316 1. 9 4 / 3 / ALam / iL/i�%ii'7 9 1 3 3 t 121518171e 1213161516 12, 516 5 L 12 L S 12 / 4 f t 5 12 12 112 12 12 12 12112 12 12 12 9 (12 9 12 12 3 1 7 4 6 12 12112 8 11 12 12112 8 10 12 111110 8 12 6 1 9 5 6 12 317 L S 121112 8 10 12 1/ 11 6 8 12112112 12 12 12112 12 11 12 12110 12 9 11 12 6 112 7 8 5 3 4 12 12112 12 12 12112112 12 12 12 12112 12 12 121 8 112 10 12 6 12 7 112 8 12 12 5 12 7 10 12 3 9 5 8 12 3 7 1. 6 12 5 10 5 6 A 7 / / 1.1t15 WAIL! 1 { EV/Ai////� MIERMIZEI / Aw /// / ®� 3 12' 6 10 5 8 3 t. L 3 t 3 12 (6 1 101 6 1 7 12(3(7(4(5 12 12112 12 12 12 6 Y 12 7 8 121 3 9 5 6 1 2 1 3 1 7 4 1 5 11,51314 12 12 9 11 12 4 9 5 6 12� 7 t t 4 6 5 9 / / 5 1 3 1 3 12 9 112 p ® p ppp 11 6 pp 10 / 8 % 12 5 1 11 6 Viii j D 9 , pp 0/// r /.//.�la 121 8 112 8 10 12 4110 6 7 121 3 9 5 6 7 4 5 5 3 t2 11117 17 12 12 6 1 12 9 11 12 5 1 11 8 9 0011 6 7 12 7 5 6 11 7 S 12 317 L 6 12 317 L 5 4 7%/ 3 3 3 12% 121 t 10 12 (// 7 12 I 3 L 3 3 /13 rp 121 6 112 9 10 12(4110 7 8 121 3 8 6 7 12 117.' 7 S 6 12 7 o pAr,E1 riar, 12 12 12 11 12 12 12 10 12 12 7 1 9 7 11 12 %4 3 5 12 12112 7 10 12161 71618 121315 6 12 461 12111 81616 me ilk DO U/W 11 7 121316 515 (4 12 55 ; 3 4 DOD 77 9 i © 1 101 % //.111 0 R 7 x ■ 12( s 1 e j 7 1 9 1216181618 1213 101 3[51313 31 6 3 L � / 5 / 3 t / 3 "V vwe , Arw ,M0000 r ete n z ADV 111 -ll t1131111111111111\11111111111111111 11 1 /6 DYNABOLT SLEEVE ANCHOR W /1 - 1/6 - HUN EMBED i ■111111111 I111111111111I11111'> 1.8 12 12 12 12 12 62 72 72 92 200 L8 62 72 92 200 48 62 72 92 200 48 62 72 92 200 1.8 EMU 62 EMU Man 72 92 200 S - 0 - MAX SPAN CONNEC TION TYPE 1 213 t 5 11%. C." S•_0" 8' -5" t1•.4 MAX SPAN MAX SPAN MAX SPAN MAX SPAN MAX. SPAN CONNECTION TYPE CONNEC T ION TYPE 112131415 112131415 12 10 i1( 9 (12 12 12 12 /. 12 8 6 6 s S 6 1 6 CONNEC TION T YPE 1 213 4 5 1 1 2 1 3 1. 5 1 2 1 3 1. 5 9 12 12112 12 12 12 12 7 CONNECTION TYPE CONNEC TION T YPE 12 11 12 12 6 12 8 11 ® p L 10 6 ® 62 ®10 m ©� �;ii� ii i 3 13 12 3 D�© Iill % 72 m��0D MUM o 92 e /} 200 UID 7 3 j. �{ II% � / /. j, Y/ i. �rfi� /1{�I�i� />f /�� / 48 NiiffiaYifi 6 3 E. 72 j � 8 /v/ %/ 62 9 W l7 Q Z ► I- vs j X IE W H ANCHOR TYPE U4 - • R•wt, CALK.IN MI 7/6 EMBEDMENT 4 1/4.20 SIDEWALK Bo6T I) /L - • HEAD) 1/4 - • R•wL 2AM•C NAIL.N WI 1 -1/6 - MIN EMSEOMENI 1/4"• ELCO FEMALE - PANELMATE w/ I.E. /t- NIH EMBED 1 1/4 -20 SIDEWALK BOLT 1 / t - • CLEO MALE - PANELMATE W/ MIN EMBEDMENT 1 14 - • ITV TAPCON w/ I_1 /A MIN. EMBEDMENT • 1 /4 "• PAWL DROP -IN L 3 /4 NEADI w/ ,_1/A MIN EMBEDMENT- 3/16 - • ELCO TAPCON 1 -3/5 MIN. EMBEDMENT ANCHOR NOTES- FA; TENOR ;PA(IND lNCHE SI DEOUIREO ;CO v•RICUS OESIGN LOAOS ANO SPANS LOAD (WI PSF MAX. 92 200 48 92 200 68 xt'11I MAVMMU> 62 2' EDGE DISTANCE SPANS S LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 PAGE S 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. I. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALE. FINISH OR STUCCO 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL SE LOCATED IN CENTER CF NOMINAL 2" • 4" (MINI WOOD STUD WOOD SHALL BE SOUTHERN PINE 0 • 0 SS OR BETTER DENSITY ANCHOR SCHEDULE 9 12, 41315 41315 12 613 4 7 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN EMBEDMENT INDICATED ABOVE 6 1/L - 20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/1.20 SIOEWALK BOLTS DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 3' EDGE DISTANCE 10 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY REFERENCE ANEMOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE M REQUIRED FOR DIRECT MOUNT 016' OR 12 SPACING ONLY SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE 12 12110 5 6 5 L 12,1211218 10 121101 9 p 7 12 618 5 12112112 8 10 121101 9 6 7 K ' 33 12112 8 t 5 m 6 3 6 9131513 3 12112 61316 916513 3 / 3 3 / /j 121 4 1 7 1 S( 6 3 1 6 3 11417 12/ S 31 ,0 5 ( 3 1 4 8 6 %34 � i 8 ` 3 6 / 3 A: 3 5 1. z 7% 4 /' 5 ///, /A 11 %, �; 5 ( 3 1 6 9,,:, 3 .7 % 3 / 6 3 6//3 11/�s13I6 9% 4r; 7 3 6 � 3 / 6 3 �/ 3 / %J// / /' 12 1 2 1 1 2 6 1 7 121719 415 12 6 8 6 4 10 6 3 3 3 12(12112 8 110 121 11111 618 121619 6 12'31714 5 7 /,III'/ ///Gl�, 12 8 110 12 (11 1 11 6 ( 8 121 6 9 S 6 12 7 9 1. 15 12! 4 8 3 1 4 61313 ,21121 8 6 1 5 101 3 9 ( 3 / s /1/3 12 12 12 12 12 6 12 12 1 12 12 12 12 /2 12'12 10 12 8 10 / 6 4 1 4 MD 111317 3 1. S , 3 7 •' 5Y /.f 6' 31 / 5 07 12 6{815 6 12r L 10 % ' S 1 J 6 B 7 'JJ / 8 • 6 / 3 6 3 /• 12 5 t2 17 12 5 12 t 12 /. 8 1s 12 6 t t 5 12 6 3 9 :VI 3 3 81 3 7 V ,,c 3 7 ' 3 L y mono lump 10 11:411 1HvAlig E A // Af, A A /A / /1/�i, / /AEIV/.�.KA/,EM %0%, 6 // �� 3 ///� / �/ � / S / 3 pM� /I 6 / / / 10 r 6 "///Y/r/ .� / /�At // /� / //r /% 3 /✓ // �!/ / / / 111 3 7 3 6 740 " � /U / i,6d �y ' `r � /A � � r% j ,2 0 � . 8 p 0 / 12 A 6 t p 422 ,/,�mpp CONNECTION CONN TYPE TYPE 1121314 5 112131 40 12112 111 8 /214 62 121 9 1 8 6 6 10 5 //. 72 12 5 7 1 4 S 9/ 92 12131 200 5 % / t 8 62 72• 92 200 68 62 72 92 200 t8 72 92 200 t8 62 72 92 200 1. 8 62 72 92 200 66 62 72 92 200 68 62 72 92 200 5 -0 MAX SPAN 8• - 5" MAX SPAN / 1E- - MAX SPAN CCNNEC T ION TYPE 1!231415 t0% %' 3 9 % 3 , 3 e 5' -0 8' -5 MAX SPAN MAX SPAN CONNEC TION CONNEC TION CONNEC TION TYPE TYPE TYPE 112 13 t 5 112131615 '12131615 12112 12 7 II 121 s 10 4 6 12 1) 7 3 4 1211111216 8 12, 3 7!1115 7 �r t 1213181415 9//5/7) 3 7 ,/ / 7 L 7 3 5 103 - f e 7 ` MAX SPAN 5 W 0 CC 2 3 - I- - • a W /•- N U ANCHOR TYPE X _ 1 /4 RAMC CALK-n• Wt 7/6 4 VL - SIDEWALK BOLT 0/ • • HEAD) t VU • RAWL ZAMAC NAR,.N V/ 1 -1/6' MN EMBEO•(NT It 4 ELCO FEMALE - PANELMATE W/ MN EMBEO. L 1 /4-70 S BOLT 1/t ELCO MALE "PANELMATE w/ 1.1 /t" MIN EMBEDMENT . E11111111111411111111111111111111 1 :1 - - 1/4 - • 11W TAPCON W/ / -1 /t MIN EMBEDMENT 15t131]O U 1 /t - • OrN•BOLT SLEEVE ANCHOR W /1.1/6- NUN EMBED 1111111111111111111141111111= 3/1• (LCD TAPCON 1.3/6 MIN EMBEDMENT 2 SCREW ROD I • 1/t -70 1TW (PEON EPDXY ANCHOR W/ S S MACHINE SCREW V/ 7 - MIN EMBED LOAO (WI PSF MAX 62 ANCHOR SCHEDULE F ASTENER SPACING Iu:C•-ESI DECLARED ICR V ARIOUS DESIGN LOAOS AND SPANS 2' EDGE DISTANCE 3' LOGE DISTANCE Approved a.3 complying with the Florida 134iiiling Cpde Date O / ZSS� 2(bZ NOM ()2- OA/ 01 Miami Dade Product Control DI BY . V.J. KNEZE\ 3cH MOFLU)IONAL FL lice se o: PE.OF ' • 33 w !O • 1- I D W gz Ja 2 tD O o an 7. zoo • • 11 --- a • o • o -- • h - - 1. _ �_ `a• • 07/07/0 r /uI. 0 -A +n Ry . AS NO IT - . _ A MC •11 Q11 OF rc By1 dr l inr 110 01 -253 �sneer6_of6� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Style View Products, Inc. 3561 N.W. 54 Street Miami, Florida 33142 SCOPE.: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 20 ga. ( 0.035" min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. A 1 -252, titled " 20 gage Galvanized Steel Storm Panels ", sheets 1 through 9 of 9, prepared by Knezevich & Associates, Inc., dated March 07, 2001, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall bc 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, thcn it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall bc provided to the r by the manufacturer or its distributors and shall be available for inspection at the job site at the request of thf3uilding Official. is page 1 as %III as approval document mentioned above. Ag\iakar, This NOA revises NOA # 98 -0923. The submittcd documentation was cons MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 i 305) 375 -2901 FAX (305) 375-290S • NOA No 02- 0312.02 Expiration Date: 04/25/2007 Approval Date: 04/25/2002 Page 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/8/2004 Applicant: MATHIAS Owner: CABOUR JOB ADDRESS: 145 Contractor Local Phone: Parcel # 1132060133330 NE 91 Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1229 CABOUR MATHIAS ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 20 & 21 BLK 24 LOT SIZE Fees: FEE2004 -9070 FEE2004 -9071 FEE2004 -9072 FEE2004 -9073 FEE2004 -9074 FEE2004 -9075 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $130.00 $1.20 $5.00 $0.40 $3.25 $15.00 $154.85 Total Fees $1 Total Receipts: $0 :00 l `{ �8s Permit Status: APPROVED Permit Expiration: 3/7/2005 Construction Value: $1,300.00 Work: INSTALL HURRICANE SHUTTERS ON 11 WINDOWS BY: SE P 8 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work •'"Bone by either myself, my agent, servants or employes. 103