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WS-07-232
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/17/2007 Inspector: Grande, Claudio Owner: SYDOW, JOHN Job Address: 950 100 Street NE Project: Miami Shores Village, FL <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060340200 Lot: Building Department Comments SHUTTER INSTALLATION 20 OPENINGS Passed L 1 61 Inspector Comments r) 144e- Z___I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, July 16, 2007 Page 1 of 2 Miami Shores Village of / Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 RECEIVED FEB 0 "9 200? B1001101- Not. ne t '- Permit No. w 32_ Master Permit No. Dill Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) C ' L 5 110 0-4`) Owner's Address . 50 iU l 0 °'2 cr." Mechanical - Roofing Phone # 3b 1�I.3�k9 City rAvvv. S 4(4 State Tenant/Lessee Name Fl-- Zip 11/145 Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Phone# V2-6'1°37 0) 6"b - ) cam County Miami -Dade Zip NO C Contractor's Company Name /', (j4(Y' Phone # Contractor's Address City Qualifier Name State Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) ( Phone # 36Y /7 3-(4. Z 3 ) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: .� CrOo Square I Linear Footage Of Work: ❑AlterationTew ❑ Repair/Replace ;f) `2 ❑ Demolition 0(..441 \\S Submittal Fee $ Notary $ 5 Scanning $ q — Permit Fee $ O CCF $ 4 . CO /CC Training/Education Fee $ I MO Technology Fee $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 52:7 • ` 0 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City . ' State Zip . A y 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 reinspec 'on fee will be charged. A) (!ate/ Signature Signature C2�n r Agent The foregoing instrument was acknow .: ed bef - me this 15 day of ,20 C by + .161.tGi 4i9) Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by ho is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: who is personally known to me or who has produced uc-p6r-T— As identification and who did tak NOTARY PUBLI : Sign: Print: My Commission Expires: *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08 /06) Sign: Print: My Commission Expires: 7 Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT_ NAME: 171`1 I t< 5 ti 0 GV ADDRESS: ci. O ( ( 0 c7/' Yr Do hereby petition the Village of Miami Shores to act as my own contradtor 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 cornniercial 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 2. I understand that as ani owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 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 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 any contract disputes. Initial 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. Initial 7. I understand that if any person gets injured on my construction p t —they are entitled to wdrkmen'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. 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 Was acknowledged before me this day of 0"-4_ 20 By 0414 ti?) Produced there License or b, who was personally known to me or who has 0670-7- r/ 411,442identification. MY MONICA LISS° DIAZ COMMISSION D483 yP mS:Occt�oubbeer20 �3�5 Public Underwriters ewers Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date 232_ BUILDING CRITIQUE SHEET 4 ;4 7 gzocket a, „(74/62. Ab-11-1- 46e ,e0 /er, 4i) 77'4,Ai. o /0.A)c, Van7,17e,ef; ,-QZ,e'S -6:46# ,i by . tz.es 0 Sviev-e7 Axe &o' t9,4d� -Z6, Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 .NOTICE OF COMMENCEMENT A RECORDED COPY `�MUST BEEPPOSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. WS 1 ~ % -a-, TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Legal •ascription of pr 1111111 111 1111 1111 1111111 { 1111111 CFN 2007R0159891 OR Bk 25365 P9 47851 Ups) RECORDED 02f14/2OO7 11 :15:36 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE 2. Description of i provement: 3. Owner(s) name and address: ---;e: riit/ Po c-vcie, iv q sr—D /t/..-5,, je,e 5c14, I'/ .54641 / 'A- 33, (3S hterest in property: Aa S/ eg' c.. < ame and address of fee simple titleholder: /14- Contractor's name and address: Surety: (Payment bond requir d by owner from contractor, if any) ame and address: mount of bond $ . Lender's name and address: /g% . Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as rovided by Section 713.13(1){g) , Florida Statutes, ame and address: ��''" /0 . in addition to himself, Owners designates the following person(s) to receive a copy of the.Lienor's Notice as provided Section 713.13(1)(b), Florid Statutes. z crName and address: 11/. 4 ' 9. Expiration date of this Notice of Commen . ement: (the expiration date is 1 year from the date of recording unless a different date i ecified) Signat ,. ._ Owner P'mt • ner's Name N F S LA./ Prepared by /%- liG��fiCR ' Sworn to and subscribed before me this /3 day of 7101% Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 q3 N%f% •, -ress: .4: // .. e•. •• ';• •'• ••• •: 04110, ,, • • • • •• • ;. • • • Cu ;t .t co0 This property described as: - ',���. Lots 5, 6 and 7, Block 170, ;� • SECTION-NO. 8 OF MIAMI SHORES ts• according to the Piet .thereof, a's recorded in Plat Book 14, Page 33 ' of the Public Records of de County, Florida. r � te: Underground encroachments ilities, if any, not located. OOD ZONE: X and �G'‘1,7/47.:- 5c4t.E rtified To: First Financial Title Company of Florida icor Title Insurance Company, Moody „Robert and Kim a ome Savings of America, F.A.. QTY Of: Moody, 'Robert and Kim 950 iihd unless embossed Surveyor „Seal. tp.+"bC Zo `LAS i S 5c'uT4'!. A. BOUNDARY SURVEY 1 hereby certify that the survey repro. sensed hereon meets the minimum technical standards set forth by the Board of Land Surveyors pursuant to Section al2QV, Fla. Statutes. There are noenuaachments ,ovetfaps.easements appearing on rho Mkt. other shown hereto...// Fla Res. tend Surveyor No. 21n t N.E. 100th Street 1AN:NES and ENGINEERS - LAND SW Office address: 4080 S.W. & Mailing address: P.O. Bo beri a6&4 ern4.44.' 2. 9-a4--yo 6- yo 1 SCALE /: Zo` 2' 12 11 10 254° 12° • / DOUBLE CAR J,f GRRf,OE CUSTOMER : PINICAL RESTORATION ADDRESS: 93 NW 93 ST MIARM FL JOB TYPE: ACCORDION SHUTTERS DONE BY: EZ HOME I ROVEMENTS COLOR: WHITE 75° or 2 44° 45" 3 40- 66" 4 6 65" 44' 45" 6 38" 39° 7 33° 69° a 64" 30° 9 10 38" 39" ACCORDION SHUTTERS 37" 86.5° 11 12 13 14 16 16 17 18 19 • • • • • •• • •.SS.. • 1 D" 112' •.•..• •... • • • • ••• • • •••• • ••• • • • •• • • ••5• • • •.•• s.. ••.. 7516.5..'64" W.• • H 149:'.....64" 38: • :64" 33: x 39" • 755'••' :52° • u• 5 • • •. 5 • 76" 12" 24' 12" 24" 3171" 52" 2D ACCOR 75" 52" DION SHUTTERS • ••• • • • • • S. 5555•• • • • •S55•u • • •.•5.. • • •0555 • 5 ••.•• •..... • • • ••Suss • ..•S . : • • LOOZ /E0/90 T0699EZ91216 90/C0 39Vd EZ Home Improvements, Inc. SHUTTER DETAILED INFORMATION Based on ASCE7 -02 146 MPH Wind Load Exposure C J- o 1 X61114 HTALLIU)JNIINGI ETAILS C Tf HE PRODUCT APPROVAL & INDICATE THE NUMBER OF THE OPENING THAT APPLES NEXT TO EACH DETAIL LOW/E0/90 INFORMATION FROM PRODUCT APPROVALS 1 OPENING NUMBER SHUTTER TYPE PAM/ SHUTTER PRODUCT APP.@ SHUTTER T,FNOTH OR SPAN ZONE LOCATION 'CORNER OR SL RE FASTENER EDGE DISTANCE OPENING DESIGN WIND WACI PER : GLASS DESTANCE SEPER .TION 1/4" EL l' ' ' 12 ANGI-1:R r� CO TEXTRON 3' I id 12 hi TYPIh AND S _ 12 SPACING FLOUR MOUNT R711yU1r I 4.CIC 12" 1 A 05 -0524 -01 75" X52" 626' 5 2" 460.5 -81.0 2 7/8 r 2 A " 44" X 45" 4.69 5 2 ° +60.5 -81.0 2 718 ° J2 12'" 12 " 12.4 A " 40" X 88" 17.93 4 2" +60.5 -653 2 7/8 ' 8 ,, 8 a 8 + S 4 A 113"X63" 9.78 4 2" +60.5 -653 2 718 '` 12" a 12 n 12" 5 A " 44" X 45" 4.69 4 2" +603 -65.7 2 718" 124 12 " 12" 6 A H 38 "X39" 332 4 2° +60.5 -65.7 2718" If 12" 12" 7 A " 33" X 89" 1334 4 2" +60.5 -65.7 2 718 �. 89P 8 8.. s A " 64" X 30" 2.09 4 2" +60.5 -65.7 2 718 " 12 t. 12 " 12. .. • y A 37"X86.5" 1732 4 2" +60.5.45.7 2718" 2 7/8 " 12" 12'' 12" 12" _ ••• 10 A 38" X 39" 3.52 4 2" +60.5 -65.7 • • • • • 12 r' n �+ 74" X 64 °-. 9.49 4 2" +60.5 -65.7 2 7/8 " 12" 12" ...1244 • 12 gi 12. A " 149X64" 9.49 5 2" 460.5 -81.0 27/8 4 12 " 12n '..LZ' • •• :r' ••••• �•• • 124' 12.• A. " 38 °X64° 9.49 5 2" +60.5 -81.0 2718" 12"' if 14 A " 38 °X39" 3.52 4 2" +60.5 -65.7 271'$" if 12~ a !Do S ..lr� •••• 121' 15 A " 75° X 52" 6.26 5 2" +60.5 -81.0 2 7/8 " 12 4 EININIONNIIIIMINDI 12 �' 12• ,,,.4 • ... ... A " 75" X 52" 6.26 5 2" +60.5 -81.0 2 7/8 PI 12 °X24" 134 1111111.11111131111 +60.5 -65.7 12" 121 12" '. 12'r WALL CONSTRUC'TION: ONRY ❑ WOOD 2ND FLOOR ❑ MASONRY 0 WOOD *Corner Zone-10% of LEAST horizontal dimension or 40% of the roof Bare height, WHICHEVER is SMALLER, BUT NOT LESS THAN 4% OF Least horizontal dimension or 3 ft. Shutter type -P =Panel A- Aecordian W =Wrnil Up Tributary Area =Sq.ft. of opening ... • •.. .. .. • • • • • ••• • .. • L0E95EZ90E m N c EZ Home Improvements, Inc. SHUTTER DETAILED INFORMATION Based on ASCE7 -02 146 MPH Wind Load Exposure C 1VCS[F -H[C ICI rALLMiJNDNGIETAILS C LATHE PRODUCT APPROVAL & INDICATE THE NUMBER OF THE OPENING THAT APPLIES NEXT TO EACH DETAIL LOW/E0/90 INFORMATION FROM PRODUCT APPROVALS OPENING NI/14 ER SHUTTER TYPE PJAIW SHUTTER PRODUCT APP.R SHUTTER LENGTH OR SPAN TRIBUTARY AREA LX W ZONE +LOC TI N INTERI{?R FASTENER DISTANCE E EDGE OPENING DESIGN WIND D .i HA +603 -65.7 GLASS 5DISTA T E ANCHOR TYPE. AND SPACING 1I4" ELCO TEXTRON FLOOR TOP B TT I i± '_.N'_ NOWT ii 7;1.. A 05 -0524 -01 12"X24" ,a 134 4 2" 27f8'' 12' " 12 11' 12" 12 u n A n 36" X 52" 6.26 5 2" +603 -81.0 2 7/8 ' t2" 12 " 12 " 12 " Id A 75n X 52" 6.26 5 2" +60.5 -81.0 2 7/8 +` 12 •• 12 12 4� 12 J •••' • • • • • •" • ••• •• • • • • • •• • • • •••1 • • •••�•r • •••• ••• • ••• • • ,•� • • •• •• MIEN" MIMI • • •• • •••• ••• •• •• S • ••. • • v. WALL CONSTRUCTION: 1sT FLOG [ASONRY ❑ WOOD 2ND FLOOR ❑ MASONRY ❑ WOOD "Corner Zone -10% of LEAST hori2onta1 dimension or 40% of the roof Bare height, WHICHEVER is SMALLER, BUT NOT LESS THAN 4% OF Least horizontal dimension or 3 ft. Shutter typs -P —Panel A =Accordian W Wroll Up Tributary Aroa= Sq.ff. of opening •••• • •• ••• • ••• • •• • •• ••• • • • ••. • ••• • L0E9SEZSOE m RI O -n m CD cn 05/03/2007 10:19 3052356301 EZ CO • _ MAY 0 7 201 B • • •• •• • • • • .• • • • • ••0 • • • • • • • 0110 • • • • • 041, • 40.6 4" •, • • • •- •• •S• 0 • • • 0 5 5 • 0410 • 5 • • • • 00• • • • • • 4 0 so. • • 0 * • • • • • • 6 • . - 'et • PAGE 06/06 • 9 E INEERING, INC; :.•'. volf±ve ...... . • 2100 W n ST. #311 , HIALEAH, FLORIDA, 330116.6 cope, 2004 Robert S. Monsour, P.E. Fi # 11955 / 0006024 ASCE ;432' 4ilitqd LODE DESIGN WIND LOADS 0...esisaFr) 146 MPH ZONE • Interior & Exterior Zones 045 - Wells) Positlye Pressures, EXPOSURE •C For the 146 mph Wind Zone - 1-----ffeaTive Wind Area uare Feet Height I 10 20 • 1 30 1 40 H 50 ! 60 (Maximum) 15 547 52.3 i 50.6 , 49.3 49.0 48.4 -20 55.3 7- 53.8 7527 1, .51.9_ 51.2 60.5 67.8 ! 56 1 I- 54.2 • 63,5 -30 63.1 60.6 58.8 67.4 40 67,0 64.0 62.2 80.9 50 170' .2 85.2 7'7,5 69.5 60 Interior Zone (4 - EXOCSure C Height (Maximum) Wells) Negative Pressures For the. 146 !mph WInq Z.:re Effeaive ‘,/±a•,c Area (or, :tributary Area) in 5:quere Feet 20 ! 30 40 50 • 60 .1•11 67.6 56.5 Q.Q. e-3,9 65.2 6 .2 59.2 SIC • 10 .410 64.3 -1.02 -0. Ag ; -0,es . _ 4;1.96 L 15 ; -59,4 . -se • -56.5 . -53.0 -54.4 - •,. .6a.a , -,i -62,9 ----7- -60.3 7 ; -57.6 '---:--4.--,80...8 -56.1 20 2- 5 ---T--IE.,--r- -52.9 -5_1.3 ----7-M----4`0 ----7-^. - - -5v.3 -58.6 30 i -58.5 i -65.6 -63.9 , -62.$ --fi- ---7-9 _ 5- 0 -88.0 40 I -72.6 • -69.6 • -57.9 -56.6 -1 -65.6 ! -64.6 _ . Exterior Zones Exposure C tieitht (Maximum 15 20 (6 - Wells) Negative Pressures , For t tY, 28 m riyind Zone u4jTecr Wind Area (or, 1 butary Area) in Square Feet -1.29 ---t- .---„r---1--- 40 . 50 i SO -1,23 -1.19 -rt-13 ...... -73.3 : -84.44 _1_415.5 -63.4 ,.44.1_61.8 . -60.5 M-89.3 -67.2 .5 ..._4.1 _ -70.1 25 -81.0 -724 -08.4 1 -88,9 -73.1 -71.3 -69,8 40 169.7 -83.6 -80.1 -77.6 -75.7 -79.3 30 -$4.6 50 -94.0 -87.7 -84.0 1.3 .3 60 -97,4 -90.9 I -87.0 Length of en. d Zone (a): 10% or least horizontal dimension or .4 h, whichever is smaller, but not lose than 4% of least horizontai dimension cr 3 ft. (h = mean roof height in feet). AN 6% REL1LiCTiCsi OF LOS Mil Be TAKEN FOR FLAT 7400Fo Licensed & Insured CRC 057646 HONIE FHA/HUD FINANCING AVAILABLE ROVEMENTS 4HOMEREMODniG c g )34 wR oiis. C m w .,vim WIIVDA�'.S �12OOflNG�TILE TTI S�SCREFaVROOMS• Dade (305) 235 -6562 Froward (954) 523 -8773 • Fsu£ (305)235 -6301 SHUTTER PRODUCT APPROVAL AUTHORIZATION FO Building Official . Dea 'Mr Building Official: • • •.•• • • • • We ar.6 Dade.Cainty Notice of Acceptance holder for Aluminum ...... .. ;..Acc Cc iQn SJ tars under number 05-0524.01. . .... • . "..;This letter awtl oxizes P 4 t, S ' i d o use •••••• .. to U.S', our ' Aluminum 1 'cc"p'rdion Shutters under number 05- 0524.01 at the following ............... .. Art, C a an-‘1"- lA (S� 37(3 S � e) Si 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of acceptance. P.O. BOX 97=1669 ' MIAMI, FLORID A 33197 t BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA EZ Rome Improvements, Inc. 18505 SW 104th Avenue (Bay #7) Miami, Florida 33157 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGL.FR STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 wway.buildin codeonline.com 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 :.pivlsion �n•Iiami Dade.Qoun ty) and/or the AHJ (in areas other than Miami Dade County) reserve the right to • halt this (it jfl t or materiall tested for quality assurance purposes. If this product or material fails to perform in • •: ire accepted'ma.nner,: the manufacturer will incur the expense of such testing and the AHJ may immediately .: j g),'Qke, mocri ... , or susZ in. d The use of such product or material within their jurisdiction. BORA reserves the right •tvTevoke•tLieaeceptappart it is determined by Miami -Dade County Product Control Division that this product or • naateerial fails to meet tberequirements of the applicable building code. • •••• ••irhrs product is approtrfidaiilescribed herein, and has been designed to comply with the High Velocity Hurricane •: •Aone oftresFlotida Ber46xg Code. •: ;.ESCRrfIls.CN: I4TI1�jQ / Aluminum Accordion Shutter AP C PRO /OA4ibOrnMENT: Drawing No. 05 -341, titled "HT -100 Aluminum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group, dated 10/17, 2002, last revision #2 dated 12/20/2004, signed and sealed by V. ,1. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", 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 consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E. 0 00,05 NOA No 05- 0524.01 Expiration Date: 06/23/2010 Approval Date: 06/23/2005 Page 1 EZ Home Improvements, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -341, titled "HT -100 Aluminum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton_Tomasetti Group, dated 10/17/02, last revision #2 dated 12/20/2004, signed and sealed by V. J. Knezevich, P.E. on 04/14/2005. B. TESTS 1. See Association's generic approval under 02 -0799. CALCULATIONS 1. See Association's generic approval under 02 -0799. • • D. ;''Q.I2ALITY ASSURANCE ...... •.L• B� Mic=mi -Dade County Building Code Compliance Office. • C. • • • • E. 'AMTER/An CERTIFICA'Y IONS •....• •••• • • • • • • • •'1 •:e•,�,Sjociation's generic approval wider 02 -0799. . . •••• •••• ....:F. '•.SeATEMjN'FS • 1 • Release letter issued b ...... • • by Hi -Tech. Shutter Group, Inc., dated April. 14, 2005, certifying • ct to meet the criteria of product tested and approved, and allowing EZ • „•••• • Home improvements, Inc. to use the test results approved under Miami -Dade County • Approval No. 02 -0799, signed by Frank S. Cornelius. 2, Acknowledgment letter by Home Improvements, Inc., dated April 18, 2005, signed by Elmer Zinibelmann. 3. Statement letter of conformance by Thornton- Tomasetti Group, dated April 14, 2005, certifying that the drawing (No. 05 -341) prepared for Home Improvements, Inc., signed and sealed by Mr. V. J. Knezevich, P. E.., is engineering wise identical to Hi- Tech Shutter Group, Inc. generic drawing (No. 02 -458). E -1 Helmy A. Makar, P. K Product Control Examiner NOA No 05- 0524.01 Expiration Date: 06/23/2010 Approval Date: 06/23/2005 t1 = .055 "" t2 = .076' t3 = .097' Per .s- a as Cs • r✓s�'a .048" 3.840" MAX. 1.68 1.533" D55" (TYP.)* _ 050" .025 {TYP 1.250" 1 90° END SLAT SCALE: HALF SIZE Q' ft1 = .0555" t2 = .076' HEADER -CLG. OMOUNTED 1 SCALE: HALF SIZE • • nSCALE: HALF SI2E HEADER -WALL MOUNTED 3.993" 5 4.478" °ADAPTER SLAT �� SCALE: HALF SIZE •• • • • ••• • Q• •••• • • • • • • • •••• • • 45° 4.078" 4.534" 01 rap. SLATS SCALE HALF SIZE X052" i tj • • GENERAL NOTES. • • 1 ••••.I. THESE•AITPRROVAL DINIUNIENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH ••••• THETIRRC1vJS•ION SER FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY • • • MIAMI - ADEN COUNtt•PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING °7 COOE44710,WITH 2OQ,24t D 2003 REVISIONS. Q APPROVAL DOCUMj 0INRCREASEEINTALLL ALLOWABLE OVERSTRESSED TRES SED IN THE • FASTENER ANALYSIj•••• W g ••••j DETERMRNE HE POWWIe/E•e•ND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING "y • THEE DIntIMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING • 'BIND ELMTTY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA ••••• BU::_fil LODE 2001 WITH•2002 AND 2003 REVISIONS A DIRECTIONALITY FACTOR OF Iict _. •SHALL BE USED. 4. THESE APPRU."AL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIL APPLICATION OF THm cuI+T, SYSTEM 5. USE OF THESE APPRUVA' ";_,LUMENTS SHALL COMPLY WITH. CHAPTER 61G15 -23 OF THE FLORIDA Al,ritNISTRATIVE CODE. r� E C iI t,: a ad as 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE fr:^+T,;Ar 1:asl PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDI IUNS DETAILED HEREIN THE FOO L RTSCT�B DOES DEVIATE IN EITHER FORM VERIFIES FROM HE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING G? (IONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL PROD CT DEVIATION. SAID DOCUMENTS AS A CONDITION TOLTHE BUILDING OF OFFICIAL GRANTING HIS /HER APPROVAL. Bi PFQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SELUT.IFO FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN ZONE AR E EAS EONLY OPTION "B" HALLCBE ACCEPTED BY THE BUILDING OFFICIAL 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: EZ HOME IMPROVEMENTS MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.0 N. iI o 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY STAINLESS STEEL OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L, U.O.N. POP RIVETS TO BE 3/16-0, 5052 ALUM. ALLOY, U.O.N. 13 TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14 FLUOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270. , 1 = .055" t2 = .076" t3= .125" 0 C' 0 0 0 'f1 { 2a BUILD- OUT IWALL HEADER SCALE: HALF S 8 2.775" 2586" QSILL-WALiMOUNTED S SCALE. HALF �ADJ.SIAAL -TSOP OADJESIALLFBOE, 58 ADJESILL BOE. 84' .055" .500" .050" 250 .949" 1.391" 1.891" (9 CENTERLMATE 1 SCALE: HA SIZE in N ()CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY .320 "0 HOLE .058 1.100" SSS 1.2" MIN. S" MAX.. TYP• AT EVERY OTHER INSIDE JOINT AT TOP. (DANGLE @ROLLER ASSEMBLY 11 SCALE: HALF SIZE SCALE: HALF SIZE NYLON WHEEL�r lJ RIVETED IN � PLACE I I :251" f300. ! + l 20 MA3X. 2.373" 472" I.D. 1.158" 444" +.612" 0.D. 1 1.350_? 500' (OPTIONAL) @LOCKIUG CLIP SCALE: ii,1•1-F m O 0 3.245" 3.049" .248'} .630" Ibb. .285" ODbr .060'= 060 080" 250" .949' 1.391" 060" --- 0 0s {# -060' °J `{ 1.891" 0 0 in N m °CENTER LMATE 1 (W/ LOCKING ROD) SCALE: HA SIZE ®FLAT END SLAT SCALE: HALF SIZE 3.465" 3.267" O N N .510" 1.0. .630" 0.DII: .165" Lob, 0 4 to 0 m .190" .0604 1.039" 625" ° .0951E- -1424= 942' .659" ) 2.101" 60" 60" 45" m 0 CENTER LMATE 2 w/ LOCKING ROD) SCALE:HA SIZE TOP BOTTOM M • CARRIER 0 BUSH FNGS SIZE SCALE: ;80' 76 88 :7 1.400' ®INSERT HALF SIZE .375" R It1 =.055'l •4$ 87 t2 = .076' 1 2� WALKOVER SILL 16 FL OOR MOUNTED ®LOcKING ARM SCALE: HALF SIZE /--.435" .135 R 2 110" t = .200" LOCKING ARM ALIGNMENT INSIDE HANDLE 0 BUSHING (E1-1-1L--- 1 B SHIM (NYLON) SCALE: HALF SZ SCALE: HALF SIZE Approved As complying with due FkirWdo Code O at 4 27 2- x' 5- NOM . Mimi die Product Cootrui D ir)I� By tat 1 0 ;=-I war- crawl • LL4 .a �vE Iva-0 Dos 4 - m Cri .N2 i"L7 I 0 °� CE-_, -�I N 49 arC; ii �yj aM.G ar 2 h z°-' m cc [LI (17 l` co 1111 N I tai tD.- r • > bJ to 0 > cc O A7 l� f d m N (�) < ; i-U OM pen')O ®6 ILL ,•In ' NCO J ( .�. Knezeyich Professional •inner FL License •.: P` 0010983 RI < I dat J 10/17/2002 acne fdrawn by AS NOTED J MCR VJK Idesign c' ache ed by J' VJK • drawing no. 05 -341 sheet 1 of 7 cane \ka \Code; \Associatrons \H i— Tech \EZ— Home \05 -341 \R2— sub \05 - 341- 02.dwg L 0 0 E z a` • • • • •• • • • iv VAHILS - NU LIMIT SECTION*. TOP TRACK r r: ALT. LOCATION OF LOCKING MECHANISM AT SIDE BOTTOM TRACK PLAN VIEW • v LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. •FASTENER @ 24" O.C. •(SE0ANCHOR SCHEDULE •F.QR.A R }, ACi■EP ABLE •••• • • • • • • MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. USED WITH PIECES OAND LOCKING PIN SCALE:1 -112" s 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCK N.T.S. 2; Mt/NI. NYLON HANDLE ALENOT FIEPLACE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. ASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). I'P �7/16" O. 0.63" LONG NYLON Mt BUSHING .D L9 11 f6. ° VIVIIER BUSHING 21 #10 x 2" SMS. - MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"o5 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.D. x 0.90" LONG NYLON BOTTOM BUSHING @ #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SCALE: HALF SIZE FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2" MI"4 FOR ANY ACCEPTABLE r • ANCHOR). Ilr' HANDLE wi EXISTING GLASS •••• • • • • •• O (TYP.) SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. ON INSIDE ORIOUTSIDED OF SHUTTER TYPICAL PSI VIEW SCALE: 3" = 1•-0" 3/4" MIN. SEE FASTENER SCHEDU �(. 1 -1/2" MAX. Op T iUNAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSION f 4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW 1 "x1 "x1/8" ALUM. ANGLE WI 3/16 "0 POP RIVETS @ 6" O.C. JOINT BETWEEN REMOVABLE AND FIXED SILL SSEm011;;)BLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" E FASTENER SCHEDU 9 a1 SINGLE ARM LOCKING { MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" r 1' -0" 3/4" MIN. 1 -1/2" MAX. 1" x 1" x 1/8" 3/16 "q3 POP PLAN YiEW OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" SSE MBLY (TYP.) 6 -1/2" OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE //; JOINT BETWEEN REMOVABLE AND FIXED SILL t� SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE: 3 "= 1'- 0" APpravrd as aia+pl}is with tt2 Florida B • Code Dote' NOM Miami L ,' Contra CL W I� I— CO z 0 Fa cc O 0 0 2 z J O O I- T V J. KnezevIch Professional Encse FL License No.. ' , 10:0933 2005 0 IN Q. # 0541402458 'date 10/17 2002 farm- rr AS NOTED;I MCR es n (ctw',s s vjv.) V11( dram0 r 05 -341 sheet 2 =` 7 0- .741 U) 0 ‘t- 0 04/14/2005 02: 54: 45pm 0' • a • ri • vi- vo oI, • aP • I • N • • ef- r) 0 ▪ E O =1 N EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY i6 TYP. EVERY OTHER PTN w t7 a w 1/4" MAX. SEE TABLE Y • • • \\ Hurricane \ka \Cadd \Associations \Hi 0 0 C a O DOOR 1/2" •• • • • • ••• • • L M SCALE: 3" •••• 1/4" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR •• SCHEDULE FOR MAX. • SPACING E/8" MAX. • • • �hTegECTION •••• r- EXISilIN& CONCRETE, MASONRY • OPI.VailOP SEE ANCt11014rSCHEDULE, STRUCTURE. C3 CONNECTION TYPE •R FE ENCEANCHOR ECHEZJULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT7 11 !- CONT. 11/2" _ <. _.�.,..- .,�_,�.- ' 11/2" 1/2" 11) CONT. TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW CO 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 z ay.. tlw l/)J L p o< OR DSGOR EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Q.EQ EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2- XUi win 1 "x1 "x1/8" w ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" O.0 3/16 "9' POP RIVET OR #12 TEK SCREW (al 6" O.C. (TYP.) ASSEMBLY CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16 "95 POP RIVET @ 6" D.C. (TYP.) CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR Cl CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT WI si7�_ _'_T _ UT ((��11 12" D.C. (TYP., TOP BOTTOM) '' u,l —1/4" ❑ La I mm —� MAX. 1/4" MAX. EDGE Z� DIST- aw '• 1 wNa EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" iota <C-in in XI a E U OR DOOR z Z <'- a [LW a U)m U7 j Q C w 0 J I- Jtij L q Q Q OR DOOR to aw X Eu < wV, 1/4" MAX 1/4" MAX. 6j 00 OPTIONAL FASTENER - LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CONNECTION TYPE REFERENCE ANCHOR EDGE DIST SCHEDULE FOR MAX. EDGE DIST, SPACING CEILING/INSIDE MOUNT SECTION B SCALE: 3" = i' -0" 1/4 -20 MACHINE BOLT W/ NUT @ 12" O.C. (TYP., TOP & BOTTOM) 5/8" rROLI E;; ASSEMBLY L T YP. EVERY OTHER P of v) ii O wo 1/4" MAX. Cw ww �, \ _ DIn y- 3/16" MAX. �/ i-ALT. ANGLE LEG DIRECTION. / BE FROMEONENANGLE OR FROM /BOTH ANGLES (TYP.). ff r Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. 1 I 1/4" MAX. SPACING BUT DO NOT EXCEED 6" SPA NG 1/2" mat✓ CONT '`i l /Z„ --=4--%47;...7.4=. 1J I V)d XU EMBED. 1/2 -(11) CONT. " --(11) CONT. S/8" MAX. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. OK/MD-OUT MOUNT SECTION SCALE: = T -0" Zw aJ am In< ow <0 o Xt= <u EU) —1/4" MAX. 1®TOP & BOTTOM Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) 5/8" MAX. 0BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" 1 3" 1 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER @3 24" MAX. D.C. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING WOOD OR STUCCO FINISH MATERIAL TYP. TOP & BOTTOM 1/4" MAX ORDS ©R 1/2" Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Z Q a tLLU av?m U' 3a cc O)- w -juj D dD XD . a= X Eu awV) EU) 1/4" MAX .J 4414 SMS dal 24" O.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. w t7 w 1/2" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 1/4" MAX. 5/8" MAX. BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "9$ WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD C3 EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. z Z a,- Ciw ih a V)J m CC fyi3a pi- � D Q o z ra vt X X Eu awV) E U) 1/4" MAX. -5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. ®BUILD-OUT MOUNT SECTION SCALE: 3" = 1'-0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WOOD SOFFIT/ �FLOOR MOUNT SECTION Apsreaed M comptoteg with the Florida So C Hate D 1--7 0 NOM _CPS 7-4 .. o vet Control V.J Knezevich Professional Engineer FL License No.::- e10983 AP F . -r4 2005 ENNUI C date 10/17/2002 scale AS NTED O 1 esx�n VJK drawing no. O5 -341 sheaf 3 01` ? (drawn by ( MCR checkee or VIK E 0 e7 u7 0 ul 0 0 4t 0 c U 0 v 2— sub \05 -341 -0 h \EZ_Homc \05 -341 \ 0 0 C C I • EXISTING ,STRUCTURE TWO 3/8 ". POWERS CAL15 -IN la 3 -3/4" at: WI 1 -1/4 MIN. EMBEDS_ IN 3 KSI CONC. WITH 4 -1/2" MIN. • EDGE 015T. OR FOUR 114'V ELCO CRETE -FL 3' O.C. WI 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH , ANGLE .. a. 5/8" MAX. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE 1 -1� 4 FDETAII S V1 II THREE -1/4 "O THRU BOLTS 1" MIN. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) o 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. USE THRU BOLT OR ACCESS 0.0LE AS SHOWN IN DETAIL .1 1/4" MAX., • • • •• • • • • • • •• OR DOOR ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION •• SHUTTER SPAN BEAM SPAN • ••• . Tw' '1a5" Tf••.,F25" • .5 -04' 9' -5" 8'_0 "• • • 8' -1" 0144- 4i 7-6" ...:.• 2•'0x 8." Tw•v•072" Ile: •24" • • .S �d 14• -0" •••••• c,,iQr i1' -6" •..e" r 10' -4" • o T.•P= .13412" Tf•..F24" • • •••• •.•••• •••••• • 84:44 " •• 12' -5" 10' -O �' 11' -2" GLASS OR DOOR (MAX. DESIGN LOAD * 72 PSF) ()TOP SUPPORT BEAM DETAIL. SCALE: 3' = 1' -0" °aj ILI -"W ▪ O -a X( 0 Q 1-Z•`-‘2_ W= iii 0V) LL NOTE. 1. USE BEAI1SCHEULE FOR I DETAILS AND U. . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM c_ OF SUPPORT TO rL OF SUPPORT. SEE TABLE 2 TWO 3/8 "0 POWERS CALK -IN �iu 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. E1. 5€ D1ST. OR FOUR 1/4"9; ELCO CRETE -FLE �y 3" O.C. WI 1 -3/4" EMBEDMEN1 2. 2 -1/2" EDGE DIST. IN EACH ANGLE 1 -1/4 AS EMBL & 5 OR vy ti DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 0 N 3.75" OR DSCSO R ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'.- 0" DRILL 5/16"0 HOLE 1.00" 3.00 "® 1.50" 4 o$J cc QLt1 z d_ p' J . tn J �l Dccyx IUil ‹. y< F— X �Doa:IA 2 �V) o 3/16 "o POP RIVET OR #12 TEK SCREW (a'3 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (8 12" O.C. PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THR,(.! BOLT AS SHOWN IN DETAIL STRSLI�TURE 5/8" I MAX. rsi ACCES HOLE Tw N 3.00" 3.00" 1.00" 2.50" 3.00" 3.00" 230" 11.00" PLYWOOD AND STUCCO FINISH 5/8" MAX. 0 ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 "= 1'- 0" SEE TABLE 2 Z" 3" 1/4" 603 -T6x ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD * 72 PSF) BOTTOM SUPPORT BEAM DETAIL J SCALE: 3" = 1' -0" N MAX. SHUTTER 1/2" PLYWOOD AND STUCCO FINISH 5/8" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1 "O ACCESS HOLE t BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW _@ 24" O.C. MAX. W/ 1 -3/4" PE R. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD * 72 PSF) WALL MOUNT SECTION - USING ALUM. TUBI SCALE. 3" = 1' -0' - EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. SEE TABLE 2 SR DOOR 3/16 "O POP RIVET OR #12 TEK SCREW @ 6" O.C. (TYP.) & SSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING @CEILING/INSIDE MOUNT SECTION L SCALE: 3" = 1' -0" 3/16'0 POP RIVET @ 6" O.C. (TYP.) FOR WOOD PLATE USE 1/4 "m S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE (ct1 12" O.C. TWO 1/4 "O S.S. LAG SCREW (0 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD *72 PSF) ®WALL MOUNT SCTION - USING 2° x 6° P.T. WOOD PLATE SCALE: 3" = 1/4" MAX. Approved es camplyf. zi with the MAN t3 -' O 5' 74 r a / MMad l ' , Product Control Llkb3oa / BY i Ii LU F- I- 0) z 0 ct O U z 2 0 0 FL v 0. o, E 0 0 h 0 0 sa 0. 0 c) V.j Knezevich Professional .:sneer PL License N .: 'r 0010983 II) 0 .U, 0 I- 0 ,g 0 V N W E 0 Y 0 0 DETAIL O ANCHOR TYPE 0 V N N K C N HTSG I.D. # 054140245812o date 10/17/2002 scale LAS NOTED design by VJK "drawn try MCR (checked by drawing no. 05 -341 Jj sheet 4 of 7 0 0 to •7 0 to 00 Print fnfarmattan: • • • • • • e •.... • • • -• • • • •• .• • • • ••• 0000 • • •••• • •••• • • • •• • •••• s • •0•• " MIN FASTENER 24" O.C. (USE IN Lral ._ #10 x 1/2" GALVANIZED SMS OR 3/16 "95 ALUM. POP RIVET @ 18" O.C. 1 "x1 "x.055 "•1 "x2 "x.055 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 8 L E 1 ®ALT. CLOSURE DETAIL SCALE: 3" a 1' -0" MIN FASTENER O° 24" O.C. ANCHOR ANY ANCHOR 4110 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1 "x1 "x.055 "•1 "x2 "x.055 "• 2 "x3 "x.055 "2 "x4 "x.055" OR 2" x 5" x .125" AL. ANGLE • ••• •• •••SALT. CLOSURE DETAIL ••• SCALE: 3" a V-0" 'Nxei X 1/8" • 4L43J .. NGLE • • '1' •3 :#10 TER' SORE WS • 8R 3- 34,16" ALUM. •., OP RI\E!S (•TYP.) ••••••2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" O.C. (TYP.) MAXIMUM ALLOWABLE SPAN SCHEDULE NEG, DESIGN " LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS E CEPT C00 • (FT - IN) -, TYPE 8 DETAIL ® OR DETAIL CO W/ SINGLE ANGLE REQUIRED. 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL Q' DOUBLE ANGLE REQUIRED 3-3/4" MAX. B.O. (FT - IN) TYPE O DETAIL E 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13- 1 11 -2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 1 _ - -`= 0 ' - ! 9 - 3 8 11 - 7 8- 7 8- 7 8 - 0 2 -7/8 1 -3/4 11 - 0 3 66.8 10 -1 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8- 3 8 -5 71.2 10 -3 8 -0 8 -a0 8 -2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6 -10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4 -1 4 -1 4 -3 150.0. ' 4- 10 3 -10 3- 10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. TWO 1/4"ca FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE 9a SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. ANCHOR) 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. NOTE: EIT ER HON II ION MAY BE TYPICAL O CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" O.C. EXISTING STRUCTURE HALF OF( USE MALE OR FEMALE AS REQUIRED Q ALT E 3ORN ER CLOSURE DETAIL 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GL SS (SEE SCHEDULE SHEET 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) z Z av d (f)LU • 07 Iii d I -- I MI I- D I ‹.51 XW • d >X6 XWt/) ILI -1/4" MAX. EXISTING STRUCTURE 1 -1/4" A L E 2 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) •(PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE • GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2-1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 0l0 5 - 0 2 -7/8 1 -1/2 - 0 2- __ = 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 3 1 -3/ _s 11 - 8 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 1 =1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ B" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE (1)ALTERNATE FLOOR MOUNT DETAIL SCALE. 3" = V-0" cc I- I- S 0') z O cc 0 U U Q 2 z 0 0 I- T Za Y1 tV • If) O 144 Z O r it) (q 1p £f CO c' ) tg C? Ifi �0_m0 ¢m.. • .�zx OQ 06 TL`' A Nco 11.1 '- V.J Knezevich Pro es:bonal Engine FL License No.: PE 0010993 ls� AS NOTED ae" ty !KR sawing nv. I 05 -341 sheet 5 c` 7 U1, M Con to 04/14/2005 02:55: 08pm • • • C, • • • �• • �. •••• • rn an d E 0 z %as V I- L7 V 0 •a D a d c a s= i Print Information: •• • • • ••• •••• • • •••• • •••• • • • •• • .••• • • •••• • •• • • • • • •• ••.• • • •••• • •• • • • • • • • • • • •• •• • • •..• • • •••• • • •• • • • • • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -8" - (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5' -B" (SEE NOTE 1) SPANS UP TO 8' -0" • (SEE NOTE 1) . SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO . 13. -1" . (SEE NOTE 1) -_ CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYP2 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONCRETE `imylmn 1/ 1/4 "o ITW TAPCON W/ 1 -114" MIN. EMBEDMENT (MN- 3,100 PSI cON[REiE) 45.0 12 12 12 12 45.0 ® 12 12 12 8 5 12 12 12 7 4 10 5 5 12 12 53 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9III B 3 6 4 11 9 10 6 3 8 3 '� TO WOOD GRAIN 4 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 73.0 12 12 12 7 D�� � 3' w, 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 5 5 : 3 O 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 0.0 8 3 12 4 12 9 � 12 12 12 • . 3 ' 9 3 12 3 12 5 12 3 12 9 12 3 12 3 12 5 12 3 10 9 12 3 12 3 12 5 12 3 9 9 12 3 11 3 5 3 6 - III■�I 1/4 "o POWERS CALK -IN W/ 7/8" EMBEDMENT E. 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN.3,000 r.S.L CoNattiv 4-5.0 12 12 9 12 11 9 57.0 12 12 12 10 ®12 5 4. 12 12'12 12 11 12 12 12 12 8 1Z 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 Q 5 4 4 3 12 12 12 12 6 12 12 11 9 b 12 8 8 8 5 12 6 6 7 5 105.0 12 9 B 5 4 12 5 4 3 12 5 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 17 0.0 45.0 12 12 5 12 4 12 4 10 3 6 12 _ 12 5 12 4 12 4 7 3 4 12 12 5 12 4 12 4 6 3 4 12 8 4 4 43 4 12 6 12 6 12 7 12 5 7 12 12 b 12 6 12 7 9 5 5 12 12 6 12 6 12 ? 8 5 4 12 9 b S 6 7 5 5 3 D 12 5 57.0 12 12 12 8 • • 10 op 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 AV ''rre 4 r Q ( j 1/4 "0 POWERS ZAMAC NAIL-IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3,000 PSI cONCEErEE) 73.0 11 11 11 6 1 2' A 12 12 12 7 4 9 5 5 5 3 8 3 3 4 7 105.0 8 4 4 4, A51� • ''IM 9 Are 7 170.0 45.0 6 12 ��, 12 12 12 A� D / _ ®12 . 7_ ,' 12 12 12 i 2 12 12 12 12 / 8 7 12 12 12 12 7 12 � 8 8 8 5 . +4 {1 {11,111 {1111➢11111I96{110U I +1 nummnnun' �: I 1/4 "gs ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN, 3,300 PS.1. CONCRETE) 12 7 12 12 12 11 6 12 8 7 57.0 12 i2 12 12 12 9 6 12 12 12 8 5 11 4 . 12 12 12 12 9 12 12 12 11 6 12 12 12 10 b 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 14 7 4 105.0 12 7 7 7 4 11 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 17 0.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 14 7 i�l�t \lt1 \lUll11{ill \1UR11� 45.0 12 12 12 12 11 8 12 12 12 12 12 12 12 9 7 6 12 12 12 12 12 12 11 8 7 5 12 12 8 4 8 © 6 3 12 12 12 12 12 12 12 12 13 9 12 12 12 12 8 12 10 y 10 9 6 Immmuututuu 57.0 12 12 12 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 b t 5 7 3 you mw 114" ELCO TEXTRON HEX-FLANGE HX HEAD WI 1 -3/4" EMBED (MIN. 3,320 PS.L coNcBETE) 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 i2 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 1 5 7 4 17 0.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 1 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 1 1 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10110 9 6 8 12 12 9 6 12 12 12 8 5 12 4 4 • 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 1 5 7 4 1/4 "0 ELCO CRETE FLEX w/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,350 PSI CONCRETE) 57.0 12 12 12 12 . 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 b 4 12 4 12 r ; , 7 4 105.0 12 8 8 7 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 1 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/4' EDGE DISTANCE (WI SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5.--8" 8' -0" 9' -0" 13' -1" ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1'C2!C3 C4 C5 C1 .C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 CS xti1«Enmmunnn1a11* 45.0 12.12 12.12 12 12 9 7 7 5 12 12 12 12 12 1213 5 3 12. 12 12 312 12:12 5 4 4 3 12 12 9 5 9 4 © 3 3 57.0 p 1/4 °0 WOOD LAG W/ 1-3/4- M THREAD 73.0 12 12 12 5 4 12 9 9 ��3 ) 12 6 6 3 �' PENETRATION SHEAR PARALLEL OR PERP 105.0 12 9 B 3 �� ©' , 170.0 12 5 3 r TO WOOD GRAIN 4 3 �WAINZI Approved es coaliyiag with th Fkrida I 4 in Cod Dalt _ 2- too MiMCI t z Prod.d Omni BY CC 0 Ui I- I- 2: O cc O 0 0 2 J 0 I U C J Z a`a o,. 0 0a M F E IT 'r ' 0 0 L i- 2 U S a m O O N W Q u, a. W U .r 6 J T n- 0 0 y IL- I V.J Knezevich Professional Engineer FL License 0010983 •%., l 2005 W r 0 u Q 'C a.- 0 J # 0541402458D Ceti 10/17/2002 SOre AS NOTED design by VJK drawn by MCR checked by t • VJK drawing no. 05 -341 sheet 6 of 7 Ica e AS NOTED 1 Icheckea bY VP() 0 i 4, 0 04/14/2005 02:55:15pm 0 0 0 N �- V7 0 cV to I m E 0 i'• • o v a •c i u L. Print Informatio • • • • • • • • • • • • • • • • •• • no • ••• •••• i • •••• • •••• • • • •• • •••• • • •••• • •• • • • • • •• •••• • • •••• Y WIC a • •• •• • • • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (NICHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2• EDGE DISTANCE MIN. 3i EDGE DISTANCE SPANS UP TO 5' -8" (5EE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13.-1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" - (SEENOTEI) SPANS UP TO 9'-0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1). • • • • •• •I • • •••• • • •••• • • •• • • a • 1 , 111111111t11111t1111111ti1111111 ►� 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "40 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW a 1/4 "4 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 CONNECTION TYP (SEE NOTE 3) C1 C2 C3 C4 C5 a CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 45.0 12 12 12 7 12 12 8 5 10 10 10 6 57.0 10 10 10 5 ISSINISBilid11/11 , 11 11 6 4 8 i33PAIMMU4Orand 8 4 PRIMPSIP 7 7 7 4 M©©©©M©MiEMEIMM .AU 8 8 5 3 6 5 J,MMQMMENUMEMO©E��M'JANUEM�N�IN M,MUMUMMQM 4 73.0 105.0 170.0 45.0 12 12 12 7 10 0111,W1121295"1"61 12 12 12 7 12 12 8 12 57.012 92 12 6 8 10 73.0 10 10 90 4 612 12 7 4 9 4 5 8 7 3 3 3'©"©NDASEE %�C�//.�0 4 4 5 3 7 '%umum' ©'Q"©n 170.0 5 A/%©/ grardE %%%V0 Z I ©%/©J©%% ©%©%©% 45.0 12 12 12 7 RBBNHNHIIIHtiI: 12 9 50 10 7 4 7 i©©i©i©i i ©ii io88536U0 U DN©ii©A 73.0 5 l/�%©%//,�/f. %©' /%%%%%©itirA %© �iREFACI M©iEMEMEI + 170.0 4 Ar n©a•!%nEWAMM©MMEMiEIM UM9Ira i% /ii//!%©M©M.%,�ii/J/ ®DDD0 WE©©Q©©©'/® 12 12 10 6 i2 12 �© ® ®� ©© ©Q� 45.0 12 12 12 9 5 c 57.0 12 12 12 7 10 10 10 ©Q © ©� © / /.�%I� '�® 12 12 8 5 10 10 90 © ©' 0000 73.0 5 �MIKHE EMEMIN VErA I ' 12 12 6 4 8 © ©©I�ti'! /.iig 105.0 4 4 3'�', '�� /©'EI'E ,A 4 4 4 6 f�'�'�' %©'ERS'�' 170.0 ANCIPA'/,I1,i .IJU %/ ENCIEV __ .t_ _ _ ` EVitiIREI, VAISMI O© 12 12 10 5 10 10 i 10 12 12 12 7 12 12 12 9 5 57.0 12 12 8 4 1 • 9 5 3 8 b 7 WIP18,1 12 12 10 5 11 1i 11 7 4 10 �BH1®� 4 4 73.0 10 10 b ©©©©©''DiindopA / 12 12 7 4 8 ©©©© © © ©' ©/'EC>� 3 3 4'© "QNEIr AUREFA EI " 4 4 5 3 7 IJi•.%Ilii/J/U" ©NEV Ar i, VALIVAMINFAVAIMINNEIMMON Ardureauris ,A, rout se; ss,. so itigmumsm- 1/4 "S8 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT I s i�{h \lit'1tittAllouttmit- 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -1/4" EMBED 1/4'0 EL1CO CRETE FLEX EMBEDMENT 105.0 11 8 6 12 12 10 7 5 12 12 10 7 5 11 11 105.0 170.0 45.0 57.0 73.0 105.0 170.0 12 12 10 NEI 11 7 4 10 30 10 12 12 10 5 12 12 12 9 S 12 12 8 9 5 3 8 b 7 �j 12 12 10 5 11 11 11 7 4 10 10 10 6 m�� 12 12 12 7 4 8 5 M /� M 3 3 4'��. ® " ©�','©EI�..i ©'��� ©'� 4 4 S 3 IMAIWAINETION ANCHOR NOTES: 1. LRSH SSFSEOOIS USE NID TO E ALOWABBLEE STORM R HERE ARE SPECIFIC LA MUST BBUT THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, EQUAL TO NEGATIVE DESIGN DISTANCE. ITER AND SELECT GREATER THAN RETER THAN OR EQUAL TP SIVTTER SPAN. . • 3. EXISTING STRUCT E tr1.AY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCF1O 2;SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. • 4. ANCHORS SHALL BE INSTA,L,4EDiIN 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 5 MBER S, NaTPIEC WOOD. FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR 7 WHERE L BE LOCATED IN CENTER TO NARROW FACE x04" (MIN.) WOODGS. FASTENER /' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2" Q.C. 12. FOR BUILD -OUT MOUNT SECTION 6" 0.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED Approved as complying 'rid tip Florida Bald ,,. Cade Rite + b 2 2.00 NOM •r'11l3iLL=-1 `_: - . s I w 1- 1- a) z 0 a 0 0 0 2 z 2 J 0 O V.J. Knezevich Professional Ineer FL License N 0010983 f .' 2005 HTSG I.D. # 05414024580 date 10/17/2002 design by V)K Wilm MCB d.awing ro. 05-341 sheet 7 0fa 7 )