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BP-05-1016Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/11/2005 Contractor Local Phone: Parcel # 1132050070160 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1016 Applicant: RICHARD BLINDERMAN Owner: BLINDERMAN RICHARD JOB ADDRESS: 9330 NE 12 AVE Contractor's Address: Page 1 of 1 Legal Description: 5-6 53 42 .25 AC PL OF GOVT LOT 4 PB 5-90 BEG NE COR OF LOT M Fees: Description Amount FEE2005 -9338 Submittal Fee ($50.00) FEE2005 -9440 Building Fee $230.00 FEE2005 -9441 CCF $4.80 FEE2005 -9442 Notary Fee $5.00 FEE2005 -9443 Training and Education Fee $1.60 FEE2005 -9444 Technology Fee $5.75 FEE2005 -9445 Scanning Fee $3.00 Total Fees: $200.15 Total Fees: $200.15 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/3/2006 Construction Value: $7,400.00 Work: INSTALL HURRICANE SHUTTERS ON ALL EXT. WINDOWS Pdg - JUL 13 PAID a Zod1 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 done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name Owner's Addres Cit M IAA ) 0863 State FL Tenant/Lessee Name /SON C Job Address (where the work is being done) City Miami Shores Villa e Is Building Historically Designated YES State Certificate or Registration No. $ Value of Work For this Permit Type of Work: Describe Work: Code Enforcement $ ❑Additio ['Alteration �r1 yr4 LL. 1-1 Submittal Fee Notary $ 5 - Scanning $ 3 . CO (Continued on opposite side) Titleholder) Radon $ Total Fee Now Due $ 200, LS Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical State J� o o,v )-0 s • Structural Plan Review. $ Plumbi9 r Mechanical fiknici k b t b (6taP 5 Phone # Zip 93c NE 11 - a uNUE County Miami -Dade Zip NO X Contractor's Company Name CCV Y)'C r • Phone # Contractor's Address City Qualifier Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ❑New ****************************F Fees, * ** * * * * * ** * * * * * ** * * * * * * * * * * ** Permit Fee $ Z ' 7 C) 1 • • CCF $ 4 • 80 CO /CC Training/Education Fee $ 1.6C) Technology Fee $ S• 1 Zoning Bond $ 'JUL I9me 42_661 Permit No. Master Permit No.V2.00 6 Phone # Roofing bo5- - 754- 77 "3 30s, .33/3K Zip Square Footage Of Work: ❑ Repair/Replac ❑ Demolition Ems fe ,' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Al+NiDAVIT: 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 g ill be charged. Signature wner or Agent The foregoing instrument was acknowledged acknowledged before me this 1 20 {l5oy day of who is personally NOTARY PUB Sign: Print: My Commission Expires: q4. ��4€; O1iu;ol1ssiofl Chc 05/13/03 0\09 own to me or who has produced , Expires: Ju 3,200' • ® e ° c R_.onded Thm t ocs** ataatleedritit 'ex pi ks!* * * ** * * * * ** * ** * ** * ** * * * * * ** APPLICATION APPROVED BY: ** s identification and who did take an oath. Signature Contrac The foregoing instrument was acknowledged before me this yof ,20by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: - 7 7 ( 31/4.5 - 4 * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning This Instrument Was Prepared By: Richard Blinderman, Esq. Stearns Weaver Miller Weissler Alhadeff & Sitterson, P.A. 150 West Flagler St., Suite 2200 Miami, Florida 33130 Record and Return To: Richard Blinderman, Esq. Stearns Weaver Miller Weissler Alhadeff & Sitterson, P.A. 150 West Flagler St., Suite 2200 Miami, Florida 33130 Permit No. BP2005 -1016 State of Florida County of Miami -Dade The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. This Notice shall be void and of no force and effect if construction is not commenced within 90 days of recordation. (1) Description of Property: (a) Legal Description of Property: See Exhibit "A" attached hereto and made a part hereof. (b) Street Address of Property: 9330 NE 12 Avenue Miami Shores, Florida 33138 (2) General Description of Improvements: Installation of hurricane shutters on exterior windows. (3) Owner's Information: NOTICE OF COMMENCEMENT (a) Owner's Name and Address: Richard and Deborah Blinderman 9330 NE 12 Avenue Miami Shores, Florida 33138 -1- 111111111111111111111111111111111111111111111 CFN 200580721215 OR Bk 23563 F's s 4045 - 4048 ► t 4R S s RECORDED 07/12/2005 16:00:40 HARVEY RUVIN, CLERK OF COURT MIAMI -CAE COUNTY? FLORIDA (RESERVED) Tax Folio No. 11- 3205 - 007 -0 -160 (b) Owner's Interest in Site of the Improvements: Fee Simple (c) Fee Simple Title Holder's Name and Address (If Other Than Owner) : n/a (4) Contractors' Name, Address and Telephone are: Hurricane Window & Screen 8515 S.W. 129 Terrace Miami, Florida 33156 305 - 235 -8110 (5) Surety's Name and Address (if any) on the Payment Bond under the direct contract with Contractor is: n/a (6) Construction Lender's Name and Address: n/a (7) Name and address of person within the State of Florida designated by Owner upon whom notices and other documents may be served as provided in Section 713.13(1)(a)(7), Florida Statutes: Patricia Green ,Esq. Stearns Weaver Miller Weissler Alhadeff & Sitterson, P.A. 150 West Flagler St., Suite 2200 Miami, Florida 33130 305 - 789 -3345 (8) In addition to itself, Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Patricia Green ,Esq. Stearns Weaver Miller Weissler Alhadeff & Sitterson, P.A. 150 West Flagler St., Suite 2200 Miami, Florida 33130 305 - 789 -3345 (9) Expiration Date of Notice of Commencement (one year from date of recording unless otherwise specified): -2- Sig ed in the 3esence of: rant Name: e. STATE OF FLORIDA )SS: COUNTY OF MIAMI -DADE ) OWNER: Ri and :linderm =n Sworn to and subscribed before me this 12 day of July, 2005, by Richard Blinderman, who is personally known to me. Print or p N. : Mary Ann Baldoquin Notary Pu• is State of Florida Commission No.: My Commission Expires: at Large Mary Arm Baldaquin • • My Commission D0291700 o Expires March 25, 2005 UK UK -rtuAt-e-0 LAST PAGE EXHIBIT "A" LEGAL DESCRIPTION A portion of the North 108 feet of Lot M of a Plat of Government Lot 4 of Section 5, Township 53 South, Range 42 East, and other property, which Plat is recorded in Plat Book 5, Page 90, of the Public Records of Miami -Dade County, Florida, more particularly described as follows: Beginning at the Northeast Corner of Lot M, thence along the North line of Lot M for a distance of 110.59 feet to a point; thence run South 8 ° 31'12" West, along a line for a distance of 109.21 feet to a point, said point being on a line parallel to and 108 feet South of the North line of Lot M; thence East along a line parallel to the North line of Lot M for a distance of 94.41 feet to the point of intersection with the East line of Lot M; thence in a northerly direction along the East line of Lot M to the point of beginning. STATE OF FLORIDA, COUNTY OF DA DE I HEREBY C RTIFY that this is a true copy or the original fil- rn this office on 1 d'ay_of L_ , AD20 �" WITNES . y hand a d Official HARVEY VIN, CLVRK, of it and County Courts 8y !I ' ` D.C. • • /1 • • • ••• • ••• • • • • • ie iev\o% A 1 • • • • • • • • • ••• 75A 5 - icy x 57, 3 ?x 7'7 76 •••• • • • • • • • • • •• ••• •••••• ••••• • • • • • • • .•• •••• • • • ••••• • ��•• • • � • • ••••• • • •••••• • • • 000 • ••••• • 0000 • ••••a • • •••• • • :•• •o • 00 0 00 0 • •••• 00 000 • 000 • • • •.•• • 000 SLAS, INC, HURRICANE SHUTTERS MFG. 13690 SW 142 Ave. #28 Miami, Florida 33186 TEL:(305) 225 -1393 FAX:(305) 225 -1322 Building Official City: MIAMI -DADE To Whom It May Concern; SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM We are authorized manufacturers of SLAS, Inc. Accordion Hi -Tech . Under Product control Number 02 -0611.06 This letter authorizes To use our above named product in accordance with appropriate county codes. In addition all product application are to be strictly adhered to. Always re to submitted engineering. Sincerely, Mamma • - Q nzaiez President : • • • • • • • • • . • 00 00 ••••• •• o••• •.•••. • ••• •• • • • ••• ••••• • •. • ••• ••••• CONTRACTOR JOB LOCATION Name: Name: Address: Address: City/ Zip: ,City/Zip: • • :•• •o • 00 0 00 0 • •••• 00 000 • 000 • • • •.•• • 000 SLAS, INC, HURRICANE SHUTTERS MFG. 13690 SW 142 Ave. #28 Miami, Florida 33186 TEL:(305) 225 -1393 FAX:(305) 225 -1322 Building Official City: MIAMI -DADE To Whom It May Concern; SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM We are authorized manufacturers of SLAS, Inc. Accordion Hi -Tech . Under Product control Number 02 -0611.06 This letter authorizes To use our above named product in accordance with appropriate county codes. In addition all product application are to be strictly adhered to. Always re to submitted engineering. Sincerely, Mamma • - Q nzaiez President : • • • • • • • • • . • 00 00 ••••• •• o••• •.•••. • ••• •• • • • ••• ••••• • •. • ••• ••••• • • oo • • ••.. • ••.. • oo oo 000 • • 000 • 0000 • • •:•••• • • •••.•. 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. Tf 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: "HT / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 00 -849, titled " HT100 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated July 23,1996, last revision #8 dated May 10, 2002, 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 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 ar�d s be available for inspection at the job site at the request of the Building Official. foe. • Thi&J QA reviFes St renews NOA #00- 062816 and consists of this page 1 & approval document mentioned above • 'Ilarsrlbinitted docunientation was reviewed by Helmy A. Makar, P.E. • • • • 000000 •• • • . •• • • •• • • • • • MM I�hDAEI�• �! BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sias, Inc. 1121 S. W. 122 Avenue ( #307) Miami, Florida 33184 •••.•• • •••.•. • •• • • • • . NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLERSTREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 NOA No 02- 0611.06 Expiration Date: 06/17/2007 Approval Date: 06/17/2002 Page 1 aPNORAL NOTB82 n ..056 62.076 I O M H OUNTEP (7)HEADER-WALL MOUNTED SCALE. HALF SIZE 2 SCALE. HALF SIZE • • • • • • • • • •• • • • 5.99A .052 A.A76 O5 L0 CA H ER SLAT S CA HALF 512E L Mar " O g P . E s 44111111 • � A � �E.n PO� VELOtlTAY MUR A Y �r aE n C`Mpld�Ee�s6 °n1 A Q Td s NAM q SE O pRING .L6�8 S N RI Aig ASS 7 98. ID P 4. POR SITE-SP CIPIC APt+LICATION OP TNIS SMUTTER SYNEM. UDE INPORMATRIN S. Ma COMPLY WITH CHAPTER 51015 -07 OP THE PLORIOA a 11 OEO TH E T RA 0 q 0 T IpEg O g EW � 1 A p T 7 } a 7� r BpR � S M S I 1C�`O IT -IC RT A TO GET Afl gay S � ERIAL PROtI'TNE ST rlid tuagg art 7. r AIIM O NS ()R TIONS TO THESE APPROVAL DOCUMENTS WILL VOID 0. Bl6LOWO WML MA7' ELfiCTEONE OP THE FOLLOWM9 OPVTIONS. s. T1d: A) AI ��ppppuu� Tct11IgT 8 P A OECyy 8 A 05 TRt TO H 8 0 6 •FR21AL ATV O lA Hl� OVA 10 0 NO BI REQUIRH Pr CO P UD CCONTNQOLROL OIVISMNURNR AND R� ZONE AREAS ONLY OPTttlN - SNALLCBE A[tHPTEO MEBUMLi DPFIQWL 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. MIAIM -DADSrziA OQAPPROVED 10. MI U NE PR ON. T.IAL O McCIfANIBM SNAni LOLKBD TO PROVIDE 11. STORM SMUTTER EXTRUSIONS SHOWN SMALL BE 6069 - ALUMINUM ALLOY. U.O.N. ,2 PCP TO BF 9/16 SC87 ALYM. a AI AT tlY, U.I UIR IT Oa 99 E. .ON: 13. TOP AND BOTTOM P D 1 E AILS SAY BE IN ggI T I� E gg C RCH T AN G GEEO A TCI7C S pP I&Q PI CONDITIONS REQUIRE. R 10. MSVABLE ANCHO SUCH AS 0 P 0.+AL 5 CA LH-M SAN LOCATIONS. USE .q 51 ..055 52 •.076 2. s tiA VP AD SCALE. HALP SI r NM it Mx. 11 S ALP Sat 2.979- (OMIOfW7 15 S� Ac�i 5425 TOP .4 72 - 1. �• - .6 0 .0. 1 1.960 1 4800- wrins As8[ elY •2205 HOLE W 7156 HA I2E O S C L E. 0 AS MBLY e / id AI\ SILL • • .1. frA •; 1. .. L_• SCALE. HAL TI 468 w m MEER al BUSHINGS SCALE. PULL SIZE .150 000 oat 960 .8 350 MATS O s � CA , L �SHM. 5 O HALF 5 O SCA SIZ ` Osc SIZE ()CEN ()CENTER MATE 1 RIPLOCm051 TER HALP 0120 0$09• R 0.518• R 1.533 () INSERT Z. SCALE% HALP SIZE • 6.260 LOCKING MNIALIGNMENT INSID HANDLE 17 SCALE. HALP SIZE ®ScALE. HALE = ®SCALE. ALE z c, LO !L.!LG ' SC e. P H P 2 (V2/LOC72N8 Roo) 0375 0.499• R 0.159• 5 APF107edn5OmS♦Y105MIththe Florida Cods Zo Dote 0 nugget 5 F1 Y % 0 0 of 8 zo ni ERN 6©000CGC an. 07/29/1996 drawn n6. 00 - 849 sheet lot 6 06/01/02 11:05 • •. • • • • • • ••• • • • .• • • • • • • • • • • • • • • • • • • .• . • • • • • • • • • • • • •.• • • • • • • CTIG• • TOP TRA 1... • • I A IT • • • • I • • • • YAR128 - NO LOUT 80rTOM TRACK TYL� ELEVATION N.T.S. LOCKING MECHANISM CAN 80 • IS" ABOVE OR BELOW CENTER (301 NOTE 81 PLR, T0W • • •• • •• !ABYSMS p E4'O.L I ANNT ACCEPTABLE EA GLASS IE SEPARATION SMUTS. PROM DISTANCE TO BB MEASURER PROM BACK OP SHUTTER BLADE OR PROM HANDLE WHEN MOUNTED 818878. (TYPJ SINGLE ARM L00O1/G MECHANISM AT CENTER OR SIMI OP SHUTTER. LOCK MAYBE INSTALLED ON 8150 0 05 OUTS= OP 5)1831 R KAANVIEP RENO FLOOR TRACK DETAIL sCAle N • 3 . i•- • • ••• • • • • • • • • • • • • • • • • • 1 N.T.s. SINS LGUC FASTENER . 24. O; 1 A C ANY FPTABLE ANDES). -SINELt ARM LOOMS MECNANISM AT CENTER OR 810E OP SHUTTER. LOCK MAT BE SSTALL8ON Ms= as SSTS= aP SHUTTER Boas 4116: pZ 11B111re= 41•11111 :RFIP wowslmQ4Q60 0 1-1/ . a 1. -O- EOEWB LOGO OPTIONAL aOSER HANDLE N.T.S. ones fan mums SINGISAEEE3000 OPTIONAL CLOSER HANDLE N.T.5. S ®® PASTIME24 OL MEE A SCHEDULE PM ME. SHUTTER SEPARATION FROM ANY ACCEPTABLE ANCHOR). GLASS. IEEE SCHEDULE SKEET S. DISTANCE TO BE MEASURED PROM BACK OP SHUTTER BLADE OR PROM MAMIE WHEN MOUNTS) WEDS. SOME ARM LOMA5 MECHANISM AT COMM 0R SIDE OP SINTERS. LOCK MAY SE INSTALLED ON RIDE OR 071T0D0 OP SHUTTER OPTOMAI. PL AN VIEW SCAL N 3" • ' Approved 13818 NORM SALES BUSHING O 0 7/16" 0.0. K 0.6 ' LONG NYLON ,$• BUSKING 17 0 FROM p4 O 0. srAucess 8 W/ XYLAN 3200 FLUOROCARBON C A S Arts 6TEEI MA 3 5NER P S BOTTOM) 9/0 OJT. 0.90^ LONG NYLON MOM BUSKING *10 K 3" EMS. MANUPACTURE0 PROM *41053 STAINLESS STEEL W/ XYLAN 4200 81.009 CARBON COATINGS .460'0 • .000' THICK 300 SERIES STAINLESS STEEL WASHER DIP. TOP A BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCAM HALF SIZE aEr� 4111■1111■1r ; NN PASTBNOR P 24. 0.C. AC�TAOLE ANCHOR). FOR ANT 2" yin woe lee Zoo 1- �!r 31 ulIU[aI■ pat ECCCCOMP 6"N" 0123,1996 00 08/07/02 11:05 • • .•• • • • .•• E• •0 • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • ••. • • • • •• 1 OR 0000 Hs( SHUTTER slowworm 0 r 1 • • a tor • • • • • • • • • • •• • • • • • •• — V — 1 a 9 • .1. 1,11 ! L • • • • • • • • •" •i • •R rAv rig ea ■ GLASS OR BOOR 1/r CONT. MIL SHUTTER SEP ATION PROM GLASS 18EE SCHISMS WEST 81 9•2H6- MAX. ALT. ANGLE 1.50 01000115*. MLVERBEO ANGLE LEO MAY BE A NIL S ANOLE OR PROM 1 R MIUU B NOT EXCEED 6• SPACERS 0 yr 1/11 CONT. pr.,1 40.41:m 11 !BL SEMEN SEPARATION GLASS Mil SC118W00 SHOT SI X. 0-3/4 MA L. SI. ALT. ANUS LSO 0 R[CTIO 1ITYP. i 4- Uwormy 60PAM T•N RWL ". .,.,. 6Ot NAL A. .X 1/4• MA . b 0 oi w. 00 849 w.� • i 611111.1NWN OH WHM I3000eCM0 ea+. 07/23/11196 heat 3 of 6 a .0 A AL. 3• C v i' -0 c am br i DO OM= �� $I them `� Ur MAX. NOTEi @UQ -BUT 11ROUNT SECTION E SALE. .1-0 06/07/02 11:05 • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • . • • • • . • • r 0 P �ANCI 0/r MAIL 51051 TO CVnum MASONRY ■ ANCHOR SC�XHDULH. TYP P Re BUT 00 NOT EXCEED e• BPACOIO Q CONT. 1/9• p CmIT. O OR 80111R8•T • • • 6 p g� • • • • • • • • • • • • • ROLLER AMV1.5I. �tt • • TYP. EVERY OTNER PpGMV BOTTOM MOUMT BETAS. MAY BE USED AT TOP. 1/A MA 1,4• MAX • •. Dt • ME• • -* POP RIVET OR MIS TER scam p 4- 0.C. ITYPJ ©i�4 ASSEMBLY r.r.f/S- ALUM ANGLE M/ 3/18•* POP IXVSTB. 4 - 0.C. PASM. ANCHOR ONN I ROLLER ASS0OLY 12 TYP. EVERY OTHER PSI OR RouoN.6. TYP. 51 I tr rEltrd.TOP al IMG A�(SIDR M OUNT SECflON tact 0187. O thI T S ECnON F GALE, 9• . r- 9/r MAI4 9/16•* PCP COVET M e 0.0.111P.1 A 1tl ti i 1 .11 A" MAX. a OPTIONAL PASTSNER LOCATION IN LIEU OP ANOL[ SUPPORT • STAGGER ANCHOR WOPP CSNTW RI m NGENCII CONNECTION OR MASS MM. SEPARATION PROM GLASS SCHEDULE SHEET CONT. • FOR trauma SPANS USS TMO r. r AL ANGLES I88[ SCHOOULO 1 TIPS CI C�ON1 • ieofTOM r :iY4 P CONNECTIO N V � Q CONT. • PI M LARGER SPANS USE TMO r. r AL MIXES 18[S 50055 A.01 TYPE CI SM MAX. (ARUM-OUT MOUNT SECTION !MAZY' . r-9 PAST[ *0 0001 CTIO 100000 4 BUT . NOT S.1/2' 9PAWiG 4• MAX, za V4' MAX. TOP L BOTTOM OFO2I� MOUNT SECTION 0 0000 6 ; J 1/4 -MAX. 16 yyI'' BM W% BM Ol P Sir MAX. EXISTINO [0x[a[T[. MASONRY *50100 0501100111.0. 105. r • r ..050 ALUM, TUBE TSP. TOP L BOTTOM HOAR /r 0 PASTENER. P A ER 8 U� C BUT DO NOT EXCEED SPACING O D BUILD -OUT MOUNT SECTION scAL& 3 . r•0 Approval 60 complying with the Florida 05d V NW' W� Yv • Olt OGEE 6616/ CA2.K -M (p )_Vr 0.C. W/ 11914 EMBER. N CONC. OR HOLLOW BLOCK w/ 7 -11/41, 801. 01ST. GLASS OR DOOR AWM. BEAM SHUTTERS ULE DESCRIPTION r r Tv • .128' Tf. .12r r.r TN • .OTr 2/..224 Tv x . 07 Tf •.224 B-a r ir-0• r-0- 10'-0• r•- r-r W -0• SPPAN r -S' r -r r-6- w-0° 101-0• 1t -r 18' -8• tr -r 1r -r /LASS OR D00R • • • TMRIE 0/2.01 CALK - 01 -1/1" 0.C. W/ 1 804 68000. IN CONC. OR HOLLOW BLOCK W/ 11-30.• MN.QOOHONT. 06/07/02 11:05 • • •. •. • • • • • • • • • • • • EOS 0258 • ... • • • • • • • • • • • • • • •• • • • • ••• •• •• • • • • • • • • • • • • ••. r r •!l• . rd•• • 6021- T6MLUI0 ANSA • • • • •• • • • TMRl0- 34•eooto•sol•L • r MEWLS MEWLS WHET ET SI (MAX DESIGN LOAD • 72 PSF) O TOP PPOI� BEAM DETAIL H SOALE. • & v 11 KIM L L64DA1. ,. N04? 20 LpE}gp � 0. 2 ▪ 20 T S A76000B pA(T12000001 BTEEAOIE.BXT TY TO EOP 01ID►ORT.PROM c c a 2" •x•1/4•• 0,S" 0062 -T6 ALUM. ANO.0 TOR0E.V4•0 fl6RU BOLTS ALT.2.E0 DIR101U1N (MAX. DESIGN LOAD • 72 PSF) • LL 16 .�:.! �1. ' �:ll • WO SCAM r • r -0° ALUM IS SEAN O BEAM E MOW MR M X.ISSU0 06*511 V4 -20 8 /MOMS .3. O@S SCREW a Nu? 1r S.C. USK WSW BOLTO ACCl81 AS • wow/ N OSTAR / WO O POP RIVET OR O/2 TICK SCREW QE a' O.C. AL. BEAM 1860 BEAM SCHEDULE ABOVE FOR ROAM 086CRIPTION MAN.-120RIZONTAL SPANS) V4-20 S.S. MACHINE SCREW a 6UT 0 it 0.0. PROVmB w ACCE88 HOLE N MIDI OP 86AM OR USI MDBLOOLT AS 080028 N a0TA0.f) PLYWOOD A PUGS (MAX DESIGN LOAD • 72 PSF) 1/4 -20 SS. 14A0121! SCREW a NUT GI 12- O.C. PROVIDE r0 ACCESS HOLE DI RAC( 5108 PON PABTENNO TWO V4•0 S.S. LAG SCREW pl 24' O.C. MAX. W/ 1 -V4• PENETRATION IN CENTER OP STUDS r • r• 1 /r00 r• 4• •1/8 6003 -T0 ALUM. TURF OWE MOUNT SECTION - USING AJ.UM. TUEE V4• MAX. PLYWOOD AND STUCCO PNOI1 s. 1. Appro.)0 aemDiyi gwihthe Florida O Zo Digs M Dada a s 1 V.3. 2.212160 c � R if 00 -84 6.t• 07/22/1996 ( sheet 4 of 6 V2' (MAX. DESIGN LOAD. 72 PSF) V4' MAX. PCS W008 PLATE USE 1/4 SS. LAG SCREW W/ 1 -3/4• PENETRATION INTO W006 PLATE Qp 12 O.C. TWO 1/4•6 S.S. LAG SCREW . 24° O.C. MAN. W/ 1-3/4• PENETRATION W CHNT0R OP STUDS r• 6• P.T. WOOD PLATE O WALL. MOUNT SECTION - USING 2' x 6• WOOD PLATE K SCALEI 3' • T -0' iiifili e o O e o O imEEnE. o O O F 67S EMEEEEEE a.a4o331..m4i 11011_0011 H A i v. 6. ♦ -0 10 -4 4 { { -a a - a 1 { -10 ._.11 n -0 I 12 2 o - 1 a -3 2a - L t0 . 11 • I r a J ., L 18 - 1 r u - u •• _ L 13 -t C m -t . 1•• • •10 a - a u ....6.... 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FLORIDA 33188 3- 1393 • tax(305) 225 -1322 KNEZEVICH & ASSOCIATES • A FSTIN IN 126DN umvasurattagount 18D • R72TWWNIg3E,R UM TE:000037•1910 • EA1DOS03122989 • ROAAACO01 INEBNININMS OADEIRW.Mt • E•N 22 2231 SI 0 2002 XNELEVICH & ASSOCIATES. INC HT= MIMED BY I.0 --TEtli 222mE8 CEIDU'. 080. Print tom hw ne \ko \CADIAAssaclatIona \HI - Tech \51® \W - 849 \R8- 0ub \0O- 849 -OSAvg Ncontu 08/07/332 11:18:50 o h 4 VI 1 5 138 • • • • • ANCHOR SCHEDULE v � ���,,``,�, • • • �9iiei "°""'"T SPACIno. 9 OM emu tams 1U8) owe • • • • • ANd10R •• OAD (W) MAX. O3 &A • J r d I o n%� 03 • • • • • Mir ME TAJ( MOL31069 DISTANCE SPANS U61 T • 5'i` SEE N0131) PANS UP 1 8' -0` (508601)1) Sa4161, UP�O SPANS UP TO ' -g," 13' -Y 9 NOTE 1) (SEE NOTE I) SPANS UP TO 5' -r (188601E1) SPANS UP TO 8' -0` (3))60181) SPANS UP TO 9'.0' ($08607)1) SPANS UP TO 13• -1 (3086018 CONNECTION TYPE a 21,45 CONNECTION TYPE 1 2 CONNECTION TYPE L 2 3 /4g CONNECTION TYPE 1 t i 9 4 CONNECTION 5 1 TYPE 2 3 4 CONNECTION 5 1 TYPE 2 3 4 4 CONNECTION TYPE 1 2 3 4 CONNECTION 5 1 TYPE 2 3 4 CONNECTION 5 1 TYPE 2 3 4 5 3 7 • • igUIIOl1Rl00Ullikke , •70*21210 114 ITV/ TAPCON •/ 1 - v4" MIN. EMBEDMENT 70.42.103 /aLcoROm1D 4.0 121./12 1 2 IR 1 5 7 1212 9 4 6 6 12 6 3 4 12 1212 0 11 12 12 12 5 7 1212 11 5 7 7 12 8 3 4 640 i2 1; 11 7 !2 • 'd 5 9 1e 3 4 4 11 5 4 3 12 12 12 6 8 12 12 10 4 6 10 12 9 4 5 4 12 7 3 4 • 892 0 912os p 4115% 121212579128 56127'4412734 92.0 11 12 7 5 4 5/ 4 5 4 11 5/ Y 12 12 9 4 5 4 12 7 4 4 12 7 4 4 12 7 3 4 210.0 4 11 5 3 4 11 5/ 4 11 5 4 11 5 4' 4 12 7 3 4 4 12 7 4 4 12 7 4 4 12 7 3 4 ^F• ^ ^•• ^.- + t1 t/4.0 ELCO MALE/ M ` LE" P ANNE E• w 1- 114 V4 9600 N / 0MACHI ET p G if [Rew mO rSt00 NUT 48.0121211 7 12 12 8 12 12 7 5104/ 1212128 8 12 12 9 5 12 12 8 5 510 S 3 62.0 12 12 8 6 11 12 6 7 11 5/ 3 0 4 4/1212 10 4 6 12 12 7 4 7 11 6 4 3 9 4 3 72.0 12 12 7 5 6 11 5 /. 4 9 4 / / 3 8 4 �1212 8 4 3 6 11 6 3 4 10 5 3 3 9 4 3 92.0 912 5/ 4 3 8 4��3 8 470/3 8 49' 6 3 4 3 9 4 '43 3 9 4 3 9 4 3 210.0 3 8 4 � 3 8 4//3 8 4// 3 8 4 / 3 9 4/; 3 3 9 4/3 3 9 4/3 3 94r 3 * !R i ■.I 1/4•0 POWERS CALK -N w/ 7/0 EMBEDMENT 41/4 STAINLESS STEEL MACHINE SCREW 666.2,613 p.6.1. Comma 48.0 1212 12 12 1212 11 1212 10 1012 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 8 62.0 12 12 12 12 12 12 9 1212 8 7 12 6 12 1212 10 12 12 12 12 11 12 12 12 10 9 12 10 7 72.0 12 12 11 11 12 12 7 9 12 7 7 12 6 12 12 12 9 12 12 12 12 9 12 12 11 8 9 12 10 7 92.0 12 12 8 8 7 12 6 _ 7 12 6 7 12 6 12 12 12 7 10 9 12 10 7 9 12 10 - 7 9 12 10 7 210.0 712 6 6 712 6 712 6 712 6 9 12 10 5 7 9 12 10 7 9 12 10 7 9 12 10 7 12 12 12 8 12 12 9 12 12 8 5105/ 12 12 12 7 9 12 12 11 6 12 12 10 5 5 11 6 3 V 0] 48.0 62.0 12 12 10 6 12 12 7 7116 3 9 4/ 12 12 12 5 7 12 12 8 5 8127 4 3105/3 10 5# 9 1/4'0 POWERS NAL w wi 1 - 1/8• M N. EMBEDMENT p1E43.morsLmNOa07 72.0 12 12 8 5 6 11 6/ 4 10 5 3 9 4 2 12 10 4 6 7 12 7 4 5 11 6 3 3 92.0 9 12 6 4 3 9 9 9 4 3 9 4 10 12 8 3 4 3 10 S 3 / 3 10 5 3 3 10 5 3 210.0 3 9 4 3 3 9 4 0 3 9 4 G / 3 9 4 4 3 10 5'" 3 3 10 5/ 3 3 10 5� 3 3 10 5 3 :MJ111RN11111611{II11Umr. V4 "01TW TAPCON W/ 1 -1/4 MIN.EMBECMENT 46.0 12 12 9�5 1111 6Z 10105, 3 6 3� 12 12 11 4 6 12 12 7 411116 3 7 4� 62.0 1212 6 ©p 8 8 4 00 4 7 Q , t 5 3 4 12 8 3 4 9 9 6 4 3 5 8 5 / 6 4 etz 72.0 10 10 6 D 4 3� D '4 5 3 :4 12 12 7 3 4 4 %i 8 5 iNi 0 �z m'4=3217 * E / 92.0 6 4 gr4%iii'JKg �7�4� 7474 /j /iii©M7g. //iat© :74 5 - ®on%i'z 3 9A i6Y _ 210.0 � 6 %i i'JKZ%iiiE «...,. ",:,...•,.,,,,... ^,: • X11 ° " ° ` " "' " -: V4`6 ELCO MALE / FEMALE •PANELMATE` W/ 1 MK EMBEDMENT S CREWWRNNUT 48.0 121211©E1 1212 8 ©0 ®E1©0 © 10 4 0© ®��O G_7ifi_ ____�__ 62.0 12120 11 12 6 © ^ � 8 4 r� 12 12 10 6121279 4 7 11 6 4 3940 72.0 12 12 7 6 11 5/ B 4 �� 12 12 8 5 6 11 6 3 4 10 5 3 3 9 4 92.09125 3 84 / / � 84/9126 4396 339 3394 210.0 3 0 4 8 4 � � 8 4423 9 4 3 9 4/3 3 9 4 3 9 4 2 * `� / ■il 1/4'0 POWERS CALK - CALK - IN W/ 7/B" EGIWMENT S V4 STAINLESS SCREW 9121212 8 12 6 1217 9 5 5 11 6 620 12 12 7 10 11 5 9 9� 7 3 6 47127�4395� 72.0 12 6 5 9 4 � / 73 / 121211 // 12 12 10 5 7 12 7 4 5 10 6/ 3 3 9 3 92.0 0 10 5 / 3 7 3 / �/ 7 3 7 4 3 9 5/ 3 3 9 5 3 3 9 5 210.0 3 7 3 / 3 7 3 734 3 9 3 3 3 9 3// 9 3 9 5 3 3 9 5 GGG 48.0 12 12 9 10 10 6 � y 6 4 r 121211 512128A 410107 3 3 7 4 62.0 17 11 7 7 8 5 5 3 412 412128 4896013505 6 4 � 1/4 "e POWERS. NA4- W 1 -1 /B" mu, B EMWMENT 72.0 10 10 6/ 4 7 4 �� 4 '4Z0 VA 4 5 3 4411 11 7 . 3 4 8 3 7 IZKO�� 4 4, /.���04 6 4 4 VO 92.0 6 6 4 0 49 ® '4'0 5 3 r'4 S 3 II 6 9 6 2���z���m� 210.0 o / 5 3 '/ /% 3 764/) ®C674®9A/ID9/`/ ANCHOR SCHEDULE RA77ENR M11101MUM SOAONO (IM03) BEOINNOD FOR VARIOUS MON LOADS NO SPANS ANCHOR TYPE LOAD (W) PSF MAX goo MIN. 3/4 EDGE INSTANCE SPANS UP TO S' -B` NOTE 1) SPANS UP TO 8' -0' 5E3 NOTE 1) SPANS UP TO 9' -0` (SEE NOME 1) SPANS UP 70 13' -1` OM NOM 1) CONNECTION TYPE 1 2 3 4 CONNECTION 5 1 TYPE 2 3 4 5 CONNECTION TYPE 1 2 3 4 CONNECTION 5 1 TYPE 2 3 4 5 q p) 3 B 5 '_ ' 1001° °1111111 °0y V4•4 WOOD LAG WI 1 -3/4' MIN. THREAD PARALLE OR PERPP.. TO WOOD DRAIN 48.0 1212 11 7 12 12 12 8 5 11 1212 7 4 10 1012 4 3 7 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 72.0 12 12 7 5 10 12 12 5 3 7 9 12 4 3 6 7 12 4 6 92.0 12 12 5 3 8 7 12 4/ 6 7 12 4/ 6 7 12 4 6 210.0 7 12 4 6 7 12 4 6 7 12 4, 6 7 12 4 6 2 1 06/07/02 11:05 • •• • • • • • • • •• • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• ANCHOR NOTES: pRg FOR ONLY, 1. �AB SHOWN IN TAME 1, 1 N T CP06 SSPE EXISTING STRUCTURE LOS MU BE LIMITED THOSE 2 EQUAL TO TYPE E OES G DESIGN LOAD H AND SELECT SPAN G E T OR E TO SHHMMUT SPAN. N Cp�� 3. E EIIST N o U R E 'OENTE P CA TEON NECT ANCHOR OR WOO BASED EOMOUNTING 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM g T EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH CCOOR STUCCO. 6. VEARY. _EXISTING THAT FASTENERS ARE INTO ADEQUATE WOOPFRAMING SIOE 7 WOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SHALL LAG LOC IN OF NOMINAL pZCE x 4" IMIN) p W000 0TUo. 3 /4 E S LL OU T P DII ERN P[[ ACCEPTABLE_ EAT DEN SCREWS SHALL HAVE PHIIS PA N HEAD OR HEX HEAD 8. BASES A ANCHOR ANDS SHALL HAVE EITHER MINIMUM PA1/2" EAD. TRUSS HEAD THREADS WAFER 11840 (SIDEWALK BOLT). U.O.N. 9. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. SCREW NUT OR ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE T. 11. FOR BUILD -OUT MOUNT SECTION 0 ANCHOR SPACING SHALL NOT EXCEED 8 - 1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. Appt 9M aI918.pIy with •-3 MAO 2.0 o NO NM Omni W96 By iti d gi u f ll 1 11 l 0 r a 0 Z82 6111MEIHHN OF U41,1 ECCIEC1118112 ' -10f •. • . •• ... • ••• • • • • •••• ..•• •••• • • • • •• •• • • •••• •••• • ...• • •••• • • • •• • • ••• • •• • • .• • ••• • • • • •••• ..•• • • • • • • • • •