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WS-506-1267BUILDING Miami Shores Village"A�_ g p �T Building Department 2006 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. PERMIT APPLICATION Master Permit N FBC 2004 Permit Type (circle):Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) QL Rk 1 ► -L r® t,, Phone # 305 t % - Owner's Address _' a hi 6 9 Ll `}-% E, L j Cityi Cat h State FL- Zip 3 313 Z Tenant/Lessee Name Phone # Job Address (where the work is 9being done) C 0 -a— city - S City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name V L L A� T E&eMiA C Phone #L%-pso a' -7 Contractor's Address k� S`l� t City Mani State Ec- Zips 3 1 69 Qualifier Name _a g p le I 1 L G � Or Phone #07,3 6 ��(C V 3 V State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit$ %-7-)S Type of Work: OAddition DAlteration Square / Linear.. Footage Of Work: 6 • k� �y 0 Submittal Fee $ Permit Fee $ !�'� ��� CCF $ c:--) - 40 . CO/CC Notary $ Training/Education Fee $ • Technology Fee $ S • c)® Scanning $CCa< ®o Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, "the inspection will not be approved and a reinspection fee will be charged. Signature y i/ ' Signatures ' , , • lae� __ > _ Owner or Agent Contractor The foregoing instrument was acknowledged before me this day of /fl.T, 200& by noTT�-+� - AI(C cps j , who is personally known to me or who has produced�i A- identificAtion and who did take an oath. NOTARY rUJSLIC: ,, . WIN 91M. I V -I ii d ' 0; *A My Commission Expires: The foregoing instrument was acknowledged before me this day of 20 f( bby Ad til C'JL who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: W COMMIISSION t Db 1073 Sign: EXPIRtS:OcIdw31,20Q6 Print: , My Commission Expires:, APPLICATION APPROVED BY: / <// g/ll�_ (Revised 02/08/06) Plans Examiner Engineer Zoning Jun 12 06 10:45a DILBERT ENTERPRISE 3059450237 p.2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTEO ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. ®L uTAX FOLIO NO. 1 B D� STATE OF FLORIDA: COUNTY OF MIAMI -DARE: 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 h this Notice of Commencement. l illlll lllil llgl plllfflll lllll lilll ll li llll OR Bit 24605 Ps 3272; (los) RECORDED 16108/2006 09 a 14 a 3o HARVEY RUVItfv CLERK OF COURT MIAi1I-RADE C(IUNTY r FLORIDA LAST PAGE 1. Legal description of property and street/address: %Irv, iJ r; 01 W +fin 1~ �CL � tA' 2. Description of improvement: "S VN 111 t(.P-y'S 3. Owner(s) name and address: laterest in property: %ft Q. - Name and address of fee simple titleholder: 4. Contractor's and address: 2 a. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond 6. Lender's name and adcress: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,{loride Statutes, Name and address: /1.) f rJ 8. In addition to himself. Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), FloridaSantutes. Name and address: {r 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ - t date Is specified) a of Owner Print Owner's Name k-- /7Ac-C-6 Sworn to and subscribed before me this gay of Notary Public_ Print Notary's Name My commission expires: 143.01-52 PAGE. BJo2 STATE 174- is-: i-: c:'�-; �': r.i T, .. •: ... :. r:' .y.. Prepared by s: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 `�- Permit Permit Status: APPROVED Issue Date: 5/22/2006 Expires: 11/12/2006 Permit Number: WS -5-06-1267 Owner's Name: FRANK MC COY one: (305)757-6989 Permit Type: Windows/Shutters Work Classification: Shutters Parcel #: Block: Job Address: 85 94 Street NE Section: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor DILBERT ENTERPRISES, INC 786/256-6434 Yes Comments: HURRICANE SHUTTERS Additional Information Type of Work: SHUTTER No of Openings: 2 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. Fees Due Amount CCF $2.40 Education Surcharge $0.80 Permit Fee $120.00 Scanning Fee $6.00 Technology Fee $3.00 Total: $132.20 Building Department File Copy Applicant Signature 1132060130580 Lot: PB: Total Square Feet: 224 Total Valuation: $ 3,775.00 Shutter Attachment Shutter Final Invoice Number Amt Due WS -5-06-24884 $132.20 Total: PJON 12 PAID NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 0000•• • • 0000•• 0000• •0••• 0000•• 0000•• • • 0000•• Frank McCoy 85 NE 94th street Miami Shores, FL 33138 RECEWED MAY 16 Zoos i BY: Hp1�CQ J�aZ ws c� Jui+ .... . •• 0000 • • • • •••• • • • 0000•• • •• 0 *00000 0000 0000•• • 0000 0000•• • • • • 0000 • •0•••0 • • 0• 0000•• 0000 • • • • 0090 RECEWED MAY 16 Zoos i BY: Hp1�CQ J�aZ ws c� Jui+ •• ••• • ••• • •• •• •• a: . • • •• • Miami Shores Building Department . . ..... ... Product Approval Schedule / Comparison Chart Address:. •'B -< io C Qj Permit No. X e 0 Description of Window Product Acceptance Product Approval Opening Design Ron h open ag AuttvVesuiract M111flon Required ;Mect or Door or Mullion Number es gn Pressure Pressure . Q • • • • ea o ea o + PSF (-} PSF +) PSF (- PSS: • • • . • •.• • • • • • • • • • • • Fdmmbk MIAMI-DADE BUILDING CODE COMPLIANCa Urricz (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Guardian Hurricane Protection Products, Inc. 7211 N.W. 79* Terrace Miami, Florida 33166 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WE ,�Wb ,GLEI`1:,.STREET, SUITE 1603 MIANf1AL.ORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 SCOPE: �. ;'1,,1Ii�s-AJOA is•$eiaig issued tivader the applicable rules and regulations governing the use of construction materials. The dbcument2dgn submtttea has been reviewed by Miami -Dade County Product Control Division and accepted WE Board'oikules &d A eats (BORA) to be used in Miami Dade County and other areas where allowed by A@ Authority Having Jup,Scitrtion (AHI). . 0 0000. 0000 0000.. �is•A10A shall not be.valid after the expiration date stated below. The Miami -Dade County Product Control rliYjS�pn (In Wtarni Dade -County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to Have this proAct or mdtWal tested for quality assurance purposes. If this -product or material fails to perform in 000000 . . 0000. the. acceptei-Irimer, a manufacturer will incur the expense of such testing and the AHJ may immediately rjwks, modifyp er suspL60 the use of such product or material within their jurisdiction. BORA reserves the right to revoke this, seeeptance, 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 -100 /Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03-814, titled ".HT 100 Accordion Shutter ", sheets I through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 4, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each 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. 1RE,N7EWAL of this NOA shall be considered after a renewal application has been filed and there has,been na change in the applicable building code negatively affecting the performance of this product. TERAIINATION 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 nf anv 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' 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 sha11 be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA R 02-0605.07 & consists of this page 1 & approval -document mentioned above The submitted documentation was reviewed by JHelmy A. Makar, P.E. NOA No 03-0717.01 Expiration Date: 08/24/2008 08/47/o3 Approval Date: 08/27/2003 0000•• 0000•• • • 0000•• ' 0000• I • • 1 • • 1 0000• 1 • ' •• • 0000• I n 0000 • • 2- MIN. -5" MAX. 0000•• TYP.ATEVERYOTH� h1AX -• MA.X. O • •, M t F -moi V7.400" • • •52" k==3.993" • •..• 1 • •• •• L- 4.478" 1 Y -Z �y Ar x FI _rnrn MM T .... ...... 8a ADAPTER SLAT BUSHINGS INSERT 12 WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL SCALE: HALF SIZE • 0000 _.w 0000•• • 0 • • ••• • •• .. •.T•.• X52.. 000 •• • to• a 4 4.078" • • '• 4.534" 0000 0.0000 • OTYP.SLATS SCALE: HALF SIZE GENERAL NOTES: i 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY r MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA j BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd .0.85 SHALL BE USED. r 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION i FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRAJETpR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS' DETAILED 5 HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES S DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL-POCUMENTS WILL VOID p THE APPROVAL DOCUMENTS. o 0 WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIPL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) RED UIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND B SEALED Y A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL 048" OBUILD-OUT WALL HEADER 2a SCALE) HALF SIZE 5jar 84" 0 N in .248" 0 ri 160"_- 60.. �II 8. 060" u 60 1250 60" 6 'S1620 0 ' h1055' C, -•� (TYP.) U %D Z o, `0 o : 055' N c (TYP.) W i - c ° -13 OSILL-WALL MOUNTED SCALE: HALF SIZE _ 79R4" .165" I.D. .4285" O.D. .060'1 0 0 0 0 1.039" fN 190 tfi25 1 m 0800 in 095" o m 442 J .942" 9 2.T01" I RO1- OCENTER MATE 1 1U CENTER MATE 2 SCALE: HALF SIZE SCALE: HALF SIZE O r 00 .136" I 1. o.. 1,533" .98P"_ .055" .250"-- l cv-- + 500 3.283" .050" G) ADI. SILL -TOP ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE OSCALE: HALF SIZE. ILL -Ba. HALF SIZE FLAT END SLAT SCALE: HALF SIZE I � 745" a LFG' w w .�70•,Lo.b. p N 165 I D N m .285 o. 01 o m .246" I N N 60 .060" 0 0 160" .060" wLn 45,. 60 060.. 080" in 250" o N m .949 " 1.391^^„ 9a S CENTER MATE 1 (w/ LOCKING ROD) @CENTER MATE 2 (W/ LOCKING ROD) SCALE: HALF SIZE SCALE: HALF SIZE STAINLESS STEEL0' 1,375"� ASSEMBLY =. 15"1 1 .320"0 HOLE 485" _ I I NYLON •WHEE L J I I 15„ oo .222 RIVETED IN PLACE j j �j j o 1 I 1 r 4 11 IL .251" I I r- in 230" 1 1 .2 0" o XX m - .040 0 � i --n , 97" AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED IU THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRRANTING HIS/HER APPROVAL. 2- MIN. -5" MAX. TYP.ATEVERYOTH� h1AX -• MA.X. O I' ;J 739 M t F -moi V7.400" Ir MM in V E,0 Mmwin ~m INSIDEJOINTATTOP. TOP BOTTOM CARRIER B) REOU' REg THAT A ONE-TIME SITE SPECIFIC APPRDVAL BE APPLIED FOR AND Y -Z �y Ar x FI _rnrn MM T SECUREb FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION. ,�w ROLLER ASSEMBLY BUSHINGS INSERT 12 WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL (BANGLE 11 SCALE: HALF SIZE 12 SCALE: HALF SIZE O SCALE: FULL SIZE 13 SCALE: HALF SIZE O 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE PROTECTI/QN PRODUCTS, INC.CD MIAMI-DADE CODUMIARN PRODUCT APPROVED t 1'I 472" I.D.r W. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE 2.373 /- 612" O.D. t1 I 0% U WITHIN 18" OF CENTER IVERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE 15B" 44 HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063-76 ALUMINUM ALLOY, U.O,N. c 'OD - 12. ALL SCREWS AND BOLTS TO BE 2024-74 ALUMINUM ALLOY STAINLESS STEEL, u1 -4 I u! •211 l t2 t2 OR GA'Lv "Iy O STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 1 1d ril POP RIVEtS TO BE 3/16"0. 5052 ALUM. ALLOY, U. N. 055' 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 1.350" 500" o '•p76' 14. F OOR TRACK MAY BE REMOVABLE AT NOt4-STACKING LOCATIONS. USE (OPTIONAL) 1/11' THICK STAINLESS STEEL SLOCKING ARM SCALE: HALF SIZE 360., 10 \ 0 80" .375" R 1 --.43.135" R o d -.505" R to 42 �c#211" 150" .315" R I = .200" REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. WALKOVER SILL. LOCKING ARM ALIGNMENT INSIDE HANDLE 1S. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK (BLOCKING C IP OFLOOR MOLINTLD @SCALE:BUSHING (NYLON) SHIM (NYLON) OFFICE, PATENT No. 5,755,270.SCALE: HALF S12 SCALE: HALF S12.E HALF SIZE 18 SCALE: HALF SIZE FRODLIC► REVISED as complying with the Florida Buiding Code AL'ceptance NoO3 -o'J a Expiration Mi -ml D c Product Cartrol Division J N � WN ZZ Z O J n O Yv Ir MM Fllkense� 001g9C] ' r, ?1)2 2003 "in Idat• 10/17/2.0021 scadraan•Dy ASle NOTCD � MCR drawing no. 03-814 sheet 1 of 7 O 40)0w Ir MM in V E,0 Mmwin ~m I- a Y -Z �y Ar x FI _rnrn MM T 0 ,�w �ov)Ln �L-MtG7 _.w I0���� USO 04 Fllkense� 001g9C] ' r, ?1)2 2003 "in Idat• 10/17/2.0021 scadraan•Dy ASle NOTCD � MCR drawing no. 03-814 sheet 1 of 7 +A/ Z Q • Easses V 0 d • • •0000 N 0009• o sas• s• r1 • o •s9•• N � N • 0o • o••.••• c 0 U E VARIES - NO LIMIT • • •e •• L �.: AOTTChaMCK • 900• sass•• • • • (1'!C•AL ELEVATION NR.S. 9•• • • •• • • • IN •sees • • r F gAeTENER (To 24" O.C. L--LOCKINV MLLHANIbM CAN BE (ol 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) S (SEE ANCHOR SCHEDULE MEASU FOR ANY ACCEPTABt,15 SHUTT ANCHOR).HANDL INSIDE. P.) SINGLE ARM LOCKING C MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK MAY BE INSTALLED INSIDE OR OUTSIDE 0 UTTER TTER SEPAR t EE SCHE :D FRCM ISTOM B CK OF t BLADE OR FROM WHEN MOUNTED 3/4" MIN. SEE FASTENER SCHEDULE 1-1/2" MAX, .s 1"x1"x1/B" ALUM. ANGLE W/ 3/16"O POP RIVETS (nl 6" D.C— A/8"0 HOLE'FRDM 1 OF EXTRUSION(D ASSEMBLY FOR HEAD BOLT (TYP.) PLAN VIEW �1 n MAW wiIn nr"a LOCKING PIN SCALE: 1-1/2" = 1'-0" ASTENER P 24" O.C. SEE ANCHO-R SCHEDULE OR ANY ACCEPTABLE LNCHOR). EXIS" GLA.S P.) 6-1/2" �SSEFIBL Y OPTIONAL ACCESS HOLE EXISTING STRUCTURE JOINT BETWEEN L--LSEE SECTION B ON SHEET 3 REMOVABLE AND FOR COMPLETE INFORMATION FIXED SILL CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE 13'- 1'- 0" SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCIQ OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. 2" M E NYLON HANDLE 1 � i (DOES NOT REPLACE SINGLE ARM LOCIp OPTIONAL CLOSER HANDLE N.T.S. FASTENER 24" O.C. (SEE ANCHO SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) CARRIER BUSHING Z 12 4-7/16" 0 0.63" LONG NYLON M BUSHING G2� „ #10 x 2" SMS. MANUFACTURED FROM 0410HT OR 18-8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" O.D. x 0.90" LONG NYLON NOTED M BUSHING 2® '---4410 x 3" SMS. MANUFACTURED FROM #410H 1 5 1 AINLt'S 5 I ttL W/ XYLAN 5200 FLUOROCARBON COATING & .460-0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INTSI HANED0W E SNIM SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" - 1'-0" 3/4" MIN. SEE FASTENER SCHEDULE 1-1/2" MAX. PLAN VIEW 1" x 1" x 1/8" 3/16-0 POP OPTIONAL PLAN VIEW SCALE: 3" a T-0" FASTENER 24" O.C. (SEE ANCHOR SCHEDULE 2•• FOR ANY ANCHOR), ACCEPTABLE } EXISTING GLASS— (TYP.) 6-1/2" I & �i �1 SS•E LY OPTIONAL LOCATION -CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE JOINT BETWEEN \-SEE SECTION L ON SHEET' 4 REMOVABLE AND FOR COMPLETE INFORMATION FIXED SILL Cq CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE + 3"� 1'- 0" PRODUCT REVISED as complying with the Florida Raiding Code ' Acceptance No v3 0 -7.101 Expir tion IDS 10 2 008 B lul aro) pea net Control Division U � t •�o ¢ o N S > 2 12N wSS2 N � m o W Lu N z gN O zZ U Zf JX Nf f -LL I r Idate 10/17/Zoo? •tat• drawn br drawing no. ►3-814 Leet 2' of 7 SEE T;, 0000• L �RAj$� i • • 0000• • 0000• n • a 0000• • D 0000• 3 • v •0000 y • • : • 0400000 • • d U EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE AwrHnR CrHFnitl F TYP EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE •urunn rr..r...0 r tvn 71' x 1" x 1/6" UM. ANGLE W/ 3/16"0 POP RIVETS (0l 6" D.C. EXISTING CON(RETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP.- 5/8" MAX C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. ?W EDGE DIST: w wam WtnQ = ZOW V) <-j GLgg CL X LA40 OR D00 i Xu /4" MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANG PPORT ST GGER CONT. - FOR LARGER SPANS TWO 2" x 5" AL. ANGLES E SCHEDULE 1 TYPE C) C2 CONNECTION' REFERENCE ANC C1 CONNECTION TYPE SCHEDULE FOR 1 REFERENCE ANCHOR SPACING BUT 00 SCHEDULE FOR MAX. EXCEED 8-1/2" SP SPACING 1/4-20 MACHINE BOLT W/ 42 T UT ( 12" O.C. (TYP., TOP BOTTOM) SEE TABLE 2 O 3-3/4" MAI 16,� nAioFG r inr.i L7 c 1/4" MAX. z z a— Q n.w a Jnm in 3Q IY pM W J f JJ � UJ Q� = XO In Qw X Fu Few OR DOD --1/4" 0I� MAX, p N L BOTTOM w SU - A C1 CONNECTION TYPE ANCHOR 1/4" OFF CENTER REFERENCE ANCHOR CS CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING SCHEDULE FOR MAX. MB \ SPACING 11 CONT -FOR LARGER SPAN WALL MOUNT SECTION CEILING/INSIDE MOUNT SECTION SCALE: 3" . 1'-0"B SCALE: 3" = 1'-0" -EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT 11 CONT 1/2" 1/2.. 11 CONT. TWO 1/4-20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW (al 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2, 8WOOR O� 9-3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6' SPA NG 1/2"11 CON1 2 4' CONT. "(11)CONT. EMBED. 1/4-20 MACHINE BOLT W/ NUT (off 12" O.C. (TYP., TOP & BOTTOM) 5/B" ROLLER ASSEMBLY Q w H TYP. EVERY OTHER PIRtJJ o v► 1/. 2" ..'w O 1/4" MAX. a-, IX W a CO W ~� 3~ DCS. OR 3:ipuj JJ XN QO Q w Xu Y Qin F 4" MAX. To wr�_ 1/2" o MAX. NOTET M pE MAYTBE USED A7 TOPIL G)BUIW-OUT. MOUNT SECTION SCALE: 3" . V-0" E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) 5/B" MAX. BUILD -OUT MOUNT SECTION C SCALE: 3" 1/2" 3" 1/2" -EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYF EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE Ca 24" MAX. O.C.— REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL /- 22 TYP. TOP & -BOTTOM 1/2" / 1/4" MAX ' 11 SEE TABLE 2 1 1 1 1 z z Q_ Q aw Q (nJ ,n uj o►- w t - JW J � QJ LnQW X iu a Wvl Ew �1/2" -- Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #14 SMS [al 24" O.C. MAX. N BETWEEN TRUSSES SEE TABLE 2 EMBED. 5/B" MAX. EXISTING CONCRETE, MASONRY OBUILD-OUT MOUNT SECTION F SCALE: 3" • 1'70" 1/2" MAX: —EXISTING CONCRETE, MASONRY A,_.6CTYP. OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TOP & BOTTOM #'� 00_00_.._: �t1it�' � • a: z z4 - Q aw a in _J SEE TABLE 2 in 3a Ot' W J � JW a a� 3-3/16" � XW MAX. 4m I f-1 Xi An — I ut " MI/A4X. C2 CONNEL-nON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8-1/2" SPACING S/8" MAX. BUILD -OUT MOUNT SECTION D ) SCALE: 3" = 1'-0" 4" x. 1/8" 6063-T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4"0 WOOD LAG SCREWS WITH 2-3/4" W!- MINIMUM THREADED C3 PENETR. "T" IN WOOD (al EACH RAFTEP. OF TRUSS, crZ 24" O.C. MAX. WHERE W PLATE EXTENDS a BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS �` 1/4" "i MAX. z a— dw 0-i n 3Q JJ Cp �W -z -u j(A j 1 1/4" MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OR WOOD STRUCTURE. SEED ANCHOR SCHEDULE, TYP. WOOD SOFFIT / @SCALE: FLOOR MOUNT SECTION 3" o 1'-0" PRODUCT REVISED as complying with the Florida bidding Code Acceptance No 0 - 0 0 Expiration Date 0 00� I►9"I Dar mdact Coctrol Division O o ._ .. m. Uu, }2M o CCN O 2 12 NN N uJ Lwm1 0 �D M� 88� r z N Z 0000 UU•• . Z Z �Jy S V N l- —Qwd N�GHLL r Id.►• 10/17/2002 drawing no. 03-;814 sheet 3 of 7 V\ • •••• • •••• •el•••• EXISTING STRUCTURE TWO 3/8"0 POWERS S/6" MAX. 2''x3"x1/4" 6063-T6 ALUM. ANGLE r DETAILS@ &@ CALK -IN 9 3-3/4" O.C. �� THREE -1/4"O THRU BOLTS DRILL 7/16"0 HOLE W/ 1-1/4 MIN. EMBED.1" IN 3 K51 CONC. • ••2•'x5" MIN /r DRILL 5/16"0 HOLE WITH 4-1/2" MIN. ; ALUM. BEAM (SEE BEAM �Tw SCHEDULE BELOW FOR 1.y3.. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLEX ry BEAM DESCRIPTION 2„ x 8" (� 3" O.C. W/ 1-3/4" 14'-0" MAX. HORIZONTAL SPANS) c i EMBEDMENT L 2-1/2" EDGE DIST. iN EACH — T f 1/4-20 S.S. MACHINE SCREW o ry ANGLE ' & NUT (a 12" O.C. USE THRU LE AS 0'-0" 12'-5" Tw = .072" BOLT OR ACCES5F 10.-0" 11'-2" +S __ SHOWN IN DETAILJ 1.10 2 ca & 1/4" MAX. 3.D0" ,:- O I� r T w • •• �•:••� r m I Q edw 0: R uanx No- tom : ••• m N F d =~HW 4� V 3.7 S" .".e'. DIRECTION Wi=moo V1 ANGLE DETAIL USING CALK -IN ANCHOR .... • . w mULnz • i•i••i �I/itA _j SCALE :3"=1'-0" n :Q • •• S •• •• I 'tt I AULt L .r J�Fy'aZ ••ie•gR��Nx • I <h-zj:a DRILL 5/16"0 • 8 ' WOOcr� HOL • • • AL61A- BEAM & • SHUTPEISCHEDULE D65;AIPTIQ" SHUTTER • V4AN BEAM SPAN • ••2•'x5" 5'-0" 9'-5" .-. N 1 Tw = .125" Tf = .125" 10._01• 7'-6" TWO 3/8"0 POWERS 2„ x 8" 5'-0" 14'-0" 8.-0" 11'-6" Tw = .012" Tf = .224" 10'-0" 10'-4" 2" x 9" 5'-0" 151-5- 0'-0" 12'-5" Tw = .072" Tf = .224" 10.-0" 11'-2" Q INN QN E 1.00" 3.00" 3.00" i i 0 o c (MAX. DESIGN LOAD :72 PSF) n SITOP SUPPORT BEAM DETAIL SCALE: 3" . 1'-0" 1.50" 3.00" NOTE: 1. USE BEAN�SCHEULE FOR DETAILS IIAA-- AND J . 2 SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO rLL OF SUPPORT. OR DOOR SEE TABLE 2 zZ ul m .-. N 1 /16"0 pPRIVET RAl SEK SCREW rn Z L r1 .�' - TWO 3/8"0 POWERS mf 1-1%4 CALK -IN ( 3-3/4" D.C. W/ 1-1/4 MIN. EMBED.. 4 AS EMBL 4 IN 3 KSI CONE. iv & 5� OR WITH 4-1/2" MIN. O, otnu EDGE DIST. OR FOUR k . 00 1/4"0 ELCO CRETE-FLEXN r. z- (M 3" O.C. W/ 1-3/4" 8 DETAILS EMBEDMENT & 2-1/2" EDGE DIST. IN EACH 2 ca & ANGLE ^s' ,:- O I� r T w LU LLL N \ " ACCESS/ T Q J Cr CL z)t-WC) N awwF—w f -3 M w===O 8 w muVl=J FIn In_j LLJ �= Q Ln <I-rQQ F -z - X j w�O�tn �T n `w L -3/16"0 POP RIVET OR *111 TEK SCREW p 6" O.C. -AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4-20 S.S. MACHINE SCREW & NUT (01 12" O.C. PROVIDE 1"0 ACCE SS HOLE IN BOTTOM OF BEAM OR USE THR§BOLT AS SHOWN IN DETAIL H 3.00" 1.00" 8� DSOSOR 1/2" X. -1/4-20 S.S. MACHINE SCREW & NUT t12" O.C. PROVIDE 1"0 ACCESS HOLE (� ACK SIDE FOR FASTENING I'L Y W UUU ANU_ J I W U ii M w Z.a. LAU w -KE rr [y STUCCO FINISH 24" O.C. MAX. W/ 1-3/4" PEOR. 5/8" MAX. �IN CENTER OF STUDS 1 x 3" x 1/8" OR 1" x 4" x 1/8" 6063-T6 ALUM. TUBE (MAX. DESIGN LOAD s 72 PSF) V2 ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3"= Y- 0•' 60ti33T5 ALUM. ANGLE Ex�S IN 5 I I THREE -1/4"0 THRU BOLTS STRUCTURE MAX �-,F ALT. LEG DIRECTION (MAX. DESIGN LOAD a 72 PSF) BOTTOM SUPPORT BEAM DETAIL 4' N r OWALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1'-0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. -7 5/8" MAX C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING SEE TABLE 2 OR DOOR 3/16"0 POP RIVET W �D OR 1112 TEK SCREW F (al 6" O.C. (TYP.)� ;7 N O& 5a V) Z ASSEMBLY X a Q F V) 3/16"0 O.0 OTYP )E C4 CONNECTION TYPE C� HtrthLNLL ANLnUM SCHEDULE FOR MAX. SPACING— 1/4" 1/4" I 1/2' MAX. EQ. EGL. �1/2" OPTIONAL LOCATION C5 CONNECTION TYPE 3 PLATE USE 1/REFERENCE ANCHOR EDGE DIST SCHEDULE FOR MAX. SPACING �CEILINGIINSIDE MOUNT SECTION FOR WOOD 4"0 L SCALE: 3" - 1'-0" EMBED. S.S. LAG SCREW W/ 1-3/4" 1� PENETRATION INTO WOOD 1/4" MAX. Zw ff QJ ow N Q_JD X Waw i xv QN 1/4" MAX PLATE @ 12" O.C. PRODUCT RGViSFD / AND I WU 1/40 S.S. LAG SCREW as complyingwilh the Florida PLYWOOD J I PENETRATION N CENTER OF BuidingCode o3 _ 0 • O /8" MAX I—J STUDS Acceptance No 5 # "Dad a Z.00B �x 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD:' 72 PSF) ��. Mioduct Control OWALL MOUNT SECTION - USING 2"x 6` P.T. WOOD PLATE K SCALE: 3..-T7' Division z! �8 zZ m .-. N d W W -� Lu t - V F— p �' 8 S� H 0 7LA a� =�1 g x a —0 U CL g a O, otnu _ . 00 �y � Fi u z- vii aNc aW W 8 W N 2 ca r U G far L7 W O I� A 111 LU LLL N VJ. KNEZEVICH 0 R uanx No- tom V m N F 4� V L11-:1-111111111 d'I` 10/17/20021 acal� dto.nbY i crawinR, no. 03-814 sheet 4 .of /1 IL/1 d W u Wmiotn x a T" at`xi it aaM m --mo) a otnu . 00 z- 0 r U G far Q VJ. KNEZEVICH PRk MSIOw►L ENGINEER R uanx No- tom AUG 2 2 2.00 L11-:1-111111111 d'I` 10/17/20021 acal� dto.nbY i crawinR, no. 03-814 sheet 4 .of • • • rt " MIN FAST ENERT 24" O:C. B ANCHOR SCHEDULE) L E . 1 4110 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET (la 18" D.C. 1"xVx.055"i100x2"x.055"• 2"x3"x.055";2"x4"x.0t5" OR 2" x 5" x .125" AL. ANGLE 0006.•. 66OALT. C OSURE DETAIL •' • • SCALE: 3" ■ 1'-9" •••0 • • • jy• . 6 •••d••• 7-_MINMIN rFASTENER ml 24" D.C. • •• • •• IU5E ANY ANCHOR I • • 6 • ANCHOR SCHEDULE) 6000 00000• • ••.• • •• •• ' #10 x 1/ GALVANIZED SMS • • OR 3/ "0 ALUM. POP RIVET • • ' (1n/,-x O.C. • 6660 • 1" .055" ; 1" x 2" x .055" ••• x 3" x .055" 2" x 4" x .0t5" R 2" x 5" x .125" AL. ANGLE 1"x2"x1/8" ALUM. ANGLE -7 3 #10 TEK SCREWS o OR 3-3/16"0 ALUM. POP RIVETS (TYP.) 2" x 2".x 1/8"° ALUM. TUBE 6063-T6 ALLOY- 2- #10 TEK SCREW OR 3/16"0ALUM. POP RIVET @) 24" O.C. (TYP.) TWO 1/4-0 FASTENERS EACH ANGLE (SEE ANCHOR R(9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: - EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE UP SCALE: 3" - 1'-0" 2" x 2" x .125" ALUM. ANGLE CONT. 1/4-20 TRUSS HEAD (9 0 9a ' -BOCK WASHERS Ca) V��,�EXISTING STRUCTURE 8 HALF OFOB USE MALE OR FEMALE AS REQUIRED SALT. CORNER CLOSURE DETAIL ``,SCALE= 3" - T -0 - MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSP) TYPE A ALL MOUNTING CONDITIONS EXCEPT © EO FO (FT - IN) TYPE I3 DETAIL F OR DETAIL © W/ SINGLE ANGLE R3-3/4" MAX. B.O. (FT - IN) TYPE C DETAIL C DOUBLE ANGLE REQUIRED 3'3/4" MAX. B.O. (FT - IN) TYPE D 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-A 9-7 9-7 56.0 11 - 11 9-0 9-0 9-3 61.5 11 - 7 8- 7 8- 7 B. 10 63.3 11 =6 8-6 8-6 8-8 c< o ,n _ ,1 0 a Z 12 - 2 67.5 10-9 8-3 8-3 8-5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9-8 7-8 7-8 -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. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. Yr 1 1 MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105-H32 OR 6063-T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1-1/4" Z q EL Q V)w a J tAm 0:oQ w J~ I- jai, Q_j X C) Q X �u 4 win T'w 1 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) I POSITIVE DESIGN LOAD W (PSP) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR 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 2-7/6 1-5/8 8 - 0 2-7/8 1-5/8 11- 0 3 2-1/B 13 - 1 3-3/4 2-3/4 40.0 5 - 0 2-7/8 1-1/2 7 - 0 1 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 a Z 12 - 2 3-3/4 3 60.0 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 1-3/4 .11- 8 3-3/4 3 70.0 5 - 0 2-7/8 1-1/2 7 - 0 2-7/8 1-5/B 8 - 0 2-7/8 1-7/8 9 - 6 3 ' 2-1/4 10 - 4 3 2-5/8 80.0 5 - 0 2-7/8 1-1/2 7 - 0 2-7/8 1-3/4 8 - 0 2-7/8 1-7/8 11 - 0 3-1/8 3-1/8 12 - 1 4 4 vu.0 5 - 0 2-7/8 1-1/2 7 - 0 2-7/8 1-3/4 11 - 0 3-3/8 3-3/8 11 - 6 3-7/8 4 100.0 5 - 0 2-7/8 1-1/2 7- 0 2-7/8 1-3/4 6 - 0 2-7/8 2 . 9 - 0 3 2-3/4 10 - 3 3 3 u7 1/4" MAX. .a da • EXISTING STRUCTURE a ° MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" O.C. • ANY SCHEDULED FASTENER IS ACCEPTABLE A cn•• OALTERNATE FLOOR MOUNT DETAIL R SCALE+ 3" - 1'-0" PRODUCT REVISED as complying with the Florida Buiding Code Acceptance 140 .03 - c % _ Division c d 01 raofEssaswtt A Hama N� vv comm rn_mm E_ I` oinm 3�mm Zi n z b Z;: M F` �mm0 LU Q v v 0 a0. N N 0. _ N N N1 ft 1ryV � f�.1 • V > T W W a Q V0 - o o � o N u>il-� fLI= wN a Z o Q Z 0 00 It■ 10/17/2002 .•i• drawn -by �S NOTED' MCR c d 01 raofEssaswtt A Hama N� vv comm rn_mm E_ I` oinm 3�mm Zi n n�gn 0y rn•cw■o VJK V dewing n•.' 03-81-4 sheet 5 of 7 M �mm0 =s 4k � a Q .. o N M(Q/1 c 00 It■ 10/17/2002 .•i• drawn -by �S NOTED' MCR n�gn 0y rn•cw■o VJK V dewing n•.' 03-81-4 sheet 5 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS a LOAD MIN. 3/4` EDGE DISTANCE U ' IW) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 7 ANCHOR SCHEDULE P.S.F. 5'-8" 8'-0" 9'-0" 13'-1" 0 •s HCc Cc ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ISEE NOTE 1) 1p (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE - (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) Z Z LuD FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2' C3 C4 C5 C1 C2 C3 C4 C5 45.0 12 12 12 9 7 12112 12 6 5 12 12 12 5 4 12 9 9 3 3 5 7.0 12 12 12 7 5 12 12 12 5 3 LOAD 12 5 4 3 Q MIN. 2" EDGE 1/4"0 woo. LAG w/ . 73.0 DISTANCE 12 9 9 3 3 6 6 3 12 5 4 3 O 3/4 1-3/4" MIN. THREAD �.` PENETRATION SHEAR MIN. 12 9 8 3 3 3' EDGE 12 5 4 3 11 5 4 j DISTANCE PARALLEL OR PERP. TO WOOD GRAIN u 12 5 4 3 (w) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5'-8" 81-0" 9'-0" 131_1.. 51-8" 8'-0" 9'-0" ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) IEEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) 10 C2 C3 C4 C5 Cl I C2 I C3114 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2'C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 45.0 12 12 112 112 17 12 12 12 1 8 5 12 12 12 7 1 4 1 10 5 S 1 S 1 3 12 12 12 12 1 9 12 12 12 10 6 12 12 12 9 5 11 6 1 6 6 3 12 9 1 6 12 12 12 6 4 11 9 10 6 1 3 1 6 3 4 12 1 12 121111 7 12 12 12 8 5 12 10 12 7 4 9 3 1 3 5 3 73.0 1272� 2 7 4 10 5 5 5 3 9 4 3 4VIA 8 3 4 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 1/4"0 ITW TAPCON W/ 1-1/4" MIN. EMBEDMENT 105.0 105 5 3 8 3 4 8 3 4 B 3 4 11 6 6 6 3 9 3 3 5 3 9 3 3 9 3 3 5 3 (MIN. 3,100 Ps.•. CONCRETE) 170.0 B4 8 3 4 8 3 4 8 3 4 9 3 3 5 3 9 3 3 5 3 9 3 13:�S: 53 9 3 35345.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 19 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 9 12 11 11 9 6 *� 57.0 12 12 12 10 7 12 12 12 7 5 12112 12 6 4 12 5 1 4 4 3112 12 12 12 11 12 12 12 12 8 '12 12 12 10 7 .12 6 6 7 5 1/4"0 POWERS CALK -IN 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 W/ 7/8" EMBEDMENT a 1/4-20 STAINLESS 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 1 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 STEEL MACHINE SCREW 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 (MIN. 3,000 P.S.I. CONCRETE) 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 '4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 57.0 12 12 12 8 S. 10 10110 5 1 3 9 7 8 5 3 1 6 3 12 12112 1101 6 12 12 12 7 4 10 8 9 6 3 7 4 1/4"O POWERS 73.0 11 11 11 6 3 8 4 1 4 4 7 3 3 4 6 3 12 12 12 7 4 9 5 5 5 3 8 3 3 4 7 4 ZAMAC NAIL -IN W/ 1-1/8" 105.0 8 4 4 4 6 3 6 3 6 3 9 5 4 5 3 7 4 7 4 7 4 MIN. EMBEDMENT 170.0 6 3 6 3 6 3 6 3 7 4 7 4 7 4 7 4 U (MIN. 3,000 PSJ. CONCRETE) 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 9 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 tk 57.0 12 12 12 12 8 12 12 12 9 6 112112 12 B 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 .6 12 12 12 10 6 12 4 L 7 4 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 .12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 1-1/4 MIN. EMBEDMENT & 1/4-20 MACHINE 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 L. 4 7 4 12 4 4 7 4 12 4 4 7 4 SCREW WITH NUT (MIN. 3,300 P.S.I. CONCRETE} 170.0 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 4 7 4 45.0 12 12 12 12 11 12 12 12112 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 101-10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12112 10 7. 12 6 5 7 1. 1/4" ELCO TEXTRON 73.0 12 12 12 10 6 12 B 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 B* 12 11 10 9 6 12 7 7 B 5 12 6 5 7 4 HEX -FLANGE ETAPCON / 105.0 12 8 8 7 4 12 4 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 W/ 1-3/4" EMBED IMIN.3,320 P.S.I. CONCRETE) 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 S 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12112 12 12 12 12 121 9 12 12 12112 8 12 101 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12112 11 12 12 12 12 7 12 12 12110 7 12 6 5 7 4 1/4"WELCO %4 EMINFLEX 73.0 12 12 12 10 6 12 8 8 7 4 12 6 1 5 6 4 12 4 4 6 3 12 12 12 12 6 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 EMBEDMENT 105.0 12 B 8 7 4 12 4 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 S 7 4 12 6 5 7 4 I (MIN. 3,350 P.S.I. CONCRETE).0 12 l 4 l 4 ( 6 l 3 112 14 14 16 13 112 16 15 17 14 112 16 15 17 14 112 16 15 I - ( 4 112 16 5 7 4 1 17 0 12 4 4 6 3 12 4 4 6 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS a LOAD MIN. 3/4` EDGE DISTANCE U ' IW) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 7 vv P.S.F. 5'-8" 8'-0" 9'-0" 13'-1" 0 •s HCc Cc ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ISEE NOTE 1) 1p (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE - (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) Z Z LuD 1) C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2' C3 C4 C5 C1 C2 C3 C4 C5 45.0 12 12 12 9 7 12112 12 6 5 12 12 12 5 4 12 9 9 3 3 5 7.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 112 12 5 4 3 Q 0 1/4"0 woo. LAG w/ . 73.0 12 12 12 5 4 12 9 9 3 3 6 6 3 12 5 4 3 O 3/4 1-3/4" MIN. THREAD �.` PENETRATION SHEAR 105.0 12 9 8 3 3 12 5 4 3 12 5 4 3 11 5 4 j PARALLEL OR PERP. TO WOOD GRAIN 170.0 12 5 4 3 12 5 4 3 12 5 4 3 12 5 4 3 SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED Its complying With the Florida Huiding Code Acceptance No D O % • 0 ExpirationPate o r Z. 2oc e sy'w4 rol Mia i Da r=ct Cont Division Z;:I A a L4 to 4 W ' .I- w ~ V J6 u t7 7 vv _ O 4 rnm i 0 •s HCc Cc W VLn Z W QW � C W 1p I i• ^ -:5 w QWQ > 12LLJ No WM v Z Z LuD p ]L a FO1� tj p'q !1 ' W u J6 l� rcO0i0 cmcotn 'di vv 4 rnm ,- z 0 a Ouin - � C 3►J�m I i• ^ -:5 w QWQ 3• I� [Al •• n ease sees ease a• •• • •*Goo: Gee• • • Goes **:see • 9069•• G• ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE S. 2. ENTER ANCHOR SCHEDULE 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 PROPtR 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 INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY. EXISTING DTVERIFY-THAT FASTENERS FRAMING RE INT6 WOOD. FRAMING FRAMING 51 EMBERS NOT ETPPIEC WOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN'TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" 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. S. 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 O ANCHOR SPACING SHALL NOT EXCEED B-1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION @ ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Floridz Bniding Code Accplance No Expiration Dated og ey�v Mi 'mi D�induct Coottroi Division z;: N Q vr W •' W V L ANCHOR V � ii O N N — O Ci `, 8 Z W 1 N ': v _a:-_ orcn V1 w Q W ♦� m ' { Z z Z ? Lu FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS Io SO Lu N Z Z 0 pLj v / . • •MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANa SPANS UP /SPANS UP TOSPANS UP 10SPANS UP TO •SPANS UP TO_SPANS UP TOSPANS UP TO 1 1 1 ' TYPE • NOTE •(SEE NQTE•(SEE • KM• ■ ■ • ■ • • 1 y ■ ■ • t • ■ • • (SEE NOTE 3) i (SEE NOTE 3) E1M=1T (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) mmmma©oo�a©0000ia©o�rimmmo©mmmo©opo©©v©©©i •1-1/4" MIN. EMBEDMENT wmmmo©_ mmoomoo©©omo =®®®o©000®©o©®©i©i R Rommo©omom©ooa©©o©©©m • ►-Ic �00�0©�ioo©%DD©0%D%��%mmm0�000©%DDD"//.©��©� MIN. EMBEDMENT FOUR mmmmo©®®®� 111ttM11:{ltilitt111t1'..11.1ti: I:ttlal mmmm©o ' mm©©000©%0.9©�®®®o©mmm©©opo©©oma© • t,t, . EEmmm©©O U mun©©io w©imm®oo ©©©munuu ummus EMBEDMENT:1 1 000©io%.�aoi1/4-20 • i©oi©ioi©i MACHINE/l©i/vvo©i 'EUVAUVA02 14 AdIVOUPSEGAINFUDA ®®m00000©®000©m© � loommm©mmm®mmum000©v°ao® man,1111g1I1151114,,. HEX -FLANGE TAPC1 1 BEE %�%.©%©%�©%UM©©©HEX %% HEAD TAPEDN11 mmmmm©mm®©©mmmo©©©mo%mm®momm®o©mmounuum®© :1�:•;•:•:•:�: �mmm00000©©000©i©ice©immmm©mmmoam000©oil©% ■' mmo© ®i©i000woo©o®©©©o©©©off©i MNIEh ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE S. 2. ENTER ANCHOR SCHEDULE 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 PROPtR 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 INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY. EXISTING DTVERIFY-THAT FASTENERS FRAMING RE INT6 WOOD. FRAMING FRAMING 51 EMBERS NOT ETPPIEC WOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN'TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" 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. S. 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 O ANCHOR SPACING SHALL NOT EXCEED B-1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION @ ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Floridz Bniding Code Accplance No Expiration Dated og ey�v Mi 'mi D�induct Coottroi Division z;: N Q vr W •' W V L U V � ii O N N — O Ci `, 8 Z W 1 N ': v _a:-_ orcn V1 w Q W ♦� m ' { Z z Z ? Lu ~ N m Io SO Lu N Z Z 0 pLj v O •' W UID V 0MmUm► 0"'• ii wmrl? Z W ,—Mm {` _a:-_ orcn � C 3LLmm z "dWQ Io SO PIG .