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RC05-1453. 'Y Inspector Comments Passed v Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Nurr Inspection Date: 12/22/2005 Inspector: Grande, Claudio Owner: GARRETT, SUSAN Job Address: 91 91 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Thursday, December 22, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phony(305)795-2204 Fax: (305)756 -8972 a Block: Permit Type: Windows /Shutters Inspection Type: Shutters Work Classification: Shutters Phone Number Parcel Number 1132060130140 Lot: Page 2 of 2 Mnspection IumbeINSP -363 Inspection Date: 12/20/2005 Inspector: Grande, Claudio Owner: GARRETT, SUSAN Project: <NONE> Contractor: Job Address: 91 91 Street NE Miami Shores Village, FL Building Department Comments Tuesday, December 20, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phojae: (305)795 -2204 Fax: (305)756 -8972 Block: erm�t NumberxR C 122-05 =1453 Permit Type: Windows /Shutters Inspection Type: Shutters Work Classification: Shutters Phone Number Parcel Number 1132060130140 Lot: Page 2 of 2 Passed Inspector Comments -AJ ¢ i ifra'e 4 . , i 05 r U t ... ( G dvt h c. ,,,,____ , ✓� e 0 b J Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. 1' Y until Mnspection IumbeINSP -363 Inspection Date: 12/20/2005 Inspector: Grande, Claudio Owner: GARRETT, SUSAN Project: <NONE> Contractor: Job Address: 91 91 Street NE Miami Shores Village, FL Building Department Comments Tuesday, December 20, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phojae: (305)795 -2204 Fax: (305)756 -8972 Block: erm�t NumberxR C 122-05 =1453 Permit Type: Windows /Shutters Inspection Type: Shutters Work Classification: Shutters Phone Number Parcel Number 1132060130140 Lot: Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/14/2005 Applicant: SUSAN Owner: GARRETT JOB ADDRESS: 91 Contractor Local Phone: Parcel # 1132060130140 NE 91 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -1453 GARRETT SUSAN ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 4/4/2006 Construction Value: $10,000.00 Work: INSTALL ACCORDION SHUTTERS ON EXISTING WINDOWS BY: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 23 & E1/2 OF LOT 22 BLK 1 LOT SIZE Fees: FEE2005 -13541 FEE2005 -13542 FEE2005 -13543 FEE2005 -13544 FEE2005 -13545 FEE2005 -13546 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $290.00 $6.00 L.' $5.00 ✓ $2.00 $7.25 $3.00 7 $313.25 Total Fees: $313.25 Total Receipts: $0.00 CEC 01 PAID i r0 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. BUILDING PERMIT APPLICATION FBC 2001 Owner's Address S' Si 9 I do . E, t t, City1Vl,gtn,i Slnor State r Tenant/Lessee Name Contractor's Address City tau .1-0-4-t o ,v Qualifier R lMd ' o \1 e °S $ Value of Work For this Permit Type of Work: Describe Work: Submittal Fee $ Notary $5- c� Scanning $ 3- 00 Code Enforcement $ ['Addition 1'tis 11 (Continued on opposite side) Permit Fee $ Radon $ Total Fee Now Due $ 313. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State ik- OCT 05 Job Address (where the work is being done) ' 1 1J . E • q [ Sf, City Miami Shores Village County Miami -Dade is Building Historically Designated YES NO t— Contractor's Company Nanie R, 3. m, Bu t Welts 6,.,- r•a4.,tOt-S J .' .. Phone # 7 7 L . (3 rnwo -r- 81 vi.). 46 3 7/ Permit No. aster Permit No. Permit Type (circle): Building Electri .1 Plumbing Mechanical Roofing Cc./ Owner's Name (Fee Simple Titleholder) $ y �.n,,o,i0 Mgt,r JA, S viwl C'.'r # _40,s - 7 s ! - f3887 os • ,(0�- 3$>.� Zip 3 3'i e o Phone # Zip Zip 3 3 3 1 7 k,--1L-0541 9sy- 3.1 7 -0 .2 7 6 l! 0 State Certificate or Registration No. C r!r- C °2 3 7( .6' Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # L ..Alteration Ne w ❑ Repair/Replace ❑ Demolition • A eOd e« s li•iitters o N t11x,St(A W t.Nw af !1 Training/Education Fee $ 2 - Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Structural Plan Review. $ CCF $ ED • C» CO /CC Technology Fee $ • 2.� Zoning Bond $ 0 Bondin* Company's Name (if applicable) Bonatu},; Company's Address City _ State Zip Mortgage Lender's Name (if applicable) (} l Mortgage Lender's Address "City Xpplication 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 82500, 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 or 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 L Signature gent Contractor The foregoing instrument was acknowledged before me this Oro The foregoing instru nt was acknowledged before me this day of , 2d b E i day of '1 '��,,�� 2oms, by Kt,/ m P r5 who is personally known to me or who has produced as identification and who did take an oath. who is personally known to me or who has produced tb NOTARY PUBLIC: As identification and who did take an oath. Sign: Print: Vi 1S My Commission Expires: State Zip NOTARY PUBLIC: Sign: %eY\-a,c q► Print: «N . \S z My Commission Expires: c NoYAFr PV6UC • 8Tg grew PIORw�+ COMMISSIOtd # DD1g031C EXPL ES 03IOS12 * * � Y� * * * * * * * * * * * * * ** * * * ** * * * *1 * * * * * * * * ** o � APPLICATION APPROVED BY: / Plans Examiner Engineer Zoning *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Chc 05/13/03 Inspection Number NSP -1665 Inspection Date: 12/12/2005 Inspector: Grande, Claudio Owner: GARRETT, SUSAN Job Address: 91 91 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Thursday, December 8, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phor : (305)795 -2204 Fax: (305)756 -8972 Permit Number, RC -1 2-0 1453 Permit Type: Residential Construction Inspection Type: Shutter Final Work Classification: Addition Block: Phone Number Parcel Number 1132060130140 Lot: Page 2 of 2 Passed Inspector Comments , /14-/-41111 G ��� L , i , r i r D Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number NSP -1665 Inspection Date: 12/12/2005 Inspector: Grande, Claudio Owner: GARRETT, SUSAN Job Address: 91 91 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Thursday, December 8, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phor : (305)795 -2204 Fax: (305)756 -8972 Permit Number, RC -1 2-0 1453 Permit Type: Residential Construction Inspection Type: Shutter Final Work Classification: Addition Block: Phone Number Parcel Number 1132060130140 Lot: Page 2 of 2 .0-A2 i4 qi N.E. c it ST1 1 Ami St-4oRE5 38 1 IS W DOORS 17 E. S F a .7 12. Miami Shores Building Department Product A • • royal Schedule / Cony arison Chart Address: qi NG' 9'_ __ Permit No. 7 _ / vs-3 Opening Description of N indo J Product Acceptance Product Approval Opening Design Rough Opening ShiShuticr Required Mullion Required Impact ID or Door or A u ion Number Desi: n Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) I'SF ( +) I'SF ( -) PSF S«' / 2 D2 — 227 02 Midi / o - 2 >- _ ? Mi4 20 ,t- p 2-- / ? 22 —.7. -P 6 d ^/ 2 •2- 02 -/2z.7-. ` 1 i "/ %� ��, MI,b _ .._ /724 o 4'2.— /22- ?}- 0 rs /72 >-O IWAME111 � 2 /Z �iG _ t MA . _ 3 ,� # ,v2-./ ) ?, / Z 2 /2 27r0 & O /2_ /)/ A C �,A I A M I•DADE BUILDING CODE COMPLIANCE OF PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N 4a3 MIAMI -DADE COUNTY, FLORIDA DE FLAGLER BUILDING ER STREET, SUITE 1603 AMI, FLORIDA 33130 -1563 -2901 FAX (305) 375 -2908 Durst Awning Co., Inc. 6865 NW 36 Ave. Miami, FL 33147 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane • Zone of the Florida Building Code. DESCRIPTION: HT100 Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 02 -643, titled "HT100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by V.J. Knezevich, P.E.,.dated October 17, 2002, last revision #1 dated December 04, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration d ate 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 manufacturers name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0315.09 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Ilelmy A. Makar, P.E. NOA No 02- 1227.02 Expiration Date: 01/13/2008 Approval Date: 01/16/2003 Page 1 ••••• - .87 2 0 t t1 2.420" • 0 co Lfl t3 .966" .875". t 2 SRO 1 t6007.t 1.193" t2 1 C■1 0 0 0 125" - 3.840" MAX. 1.840" .875" 90' TYP. 2) t 2 1 t 3 1 ,600" 91.5 2 tl rims 9 .840 . '"Z (- 0 t 2 600" 6 752' ti 0' 0 0 0 t2 t1 111 = .0551 t 2 = 076) HEADER-CLG. ° MOUNTED SCALE HALF SIZE .0 4 .4-t 1 t1 = .055" t2 = .076" t 3 = 097" 0 tri O HEADER-WALL MOUNTED SCALE: HALF SIZE 3.993" • 4.478" () ADAPTER SLAT SCALE- HALF SIZE 4.078" 4.534" O TYP. SLATS SCALE: HALF SIZE 52" 52 GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (N0A) BY MIAMI-DADE COUNTY PROOUCT CONTROL DIVISION FOR THE FLORIDA BUILDING COOE, 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 WINO VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC ANO DO NOT INCLUDE INFORMATION FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G1S-23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. '7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 0 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. BI REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING COMPANY, INC. MIAMI, FLORIDA MIAMI-DADE COUNTY PRODUCT APPROVED .048" M = .055" t2 = .076 t3 = 175" 10. ALL SHUTTERS SHALL NAVE 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.O.N. co 12. ALL SCREWS ANC) BOLTS TO BE 2024-1 ALUMINUM ALLOY, STAINLESS STEEL. to GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.. U.O.N. POP RIVETS TO BE 3/16"co, 5052 ALUM. ALLOY. U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK-IN ANCHORS. 151 THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S PATENT AND TRADEMARK OFFICE, PATENT No. 5.755.2 70. .326" O BUILD-OUT WALL HEADER SCALE: HALF SIZE 0 cs, 1.158" 1 2" MIN.-5" MAX. ANGLE SCALE: HALF SIZE 2.373" 151° 1.350" (oPTIONAL) C CENTER MATE 1 I SCALE: HALF SIZE 1 „...4500" @ LOCKING CLIP SCALE: HALF SIZE 483" t1 (TYP. 2) .620" dy t 3 r STAINLESS ETEEI. ASSEMBLY 11%1 .058" .320"0 HOLE ,A/ NYLON HEE RIVETEL, IN PLACE 1.100" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. / .---.472" 1.0. 1 -.612" 0.0. ti .211" ti = .055" t2 = .076' 2.420" 945" (SILL-WALL MOUNTED SCALE: HALF SIZE .251" () ROLLER ASSEMBLY SCALE: HALF SIZE ° CENTER MATE 2 SCALE- HALF SIZE 1 t2 WALKOVER SiLL FLOOR MOUNTED SCALE: HALF SIZE 0 0 3. : 0 0 m 0 ON @ BUSHINGS SCALE. FULL SIZE CD ADJ. SILL-TOP SCALE: HALF SIZE .485" . BOTTOM MAX CARRIER .230 MAX. 3.245" 3.049" 15" ADJ. SILL-BOT. ALTERNATIVE SCALE: HALF SIZE OADJ. SILL-BOT. SCALE HALF SIZE 0 N CV 055 - .500" ° CENTER MATE 1 (wi LOCKING ROD) SCALE: HALF SIZE @ INSERT SCALE: HALF SIZE t = .200" LOCKING ARM ALIGNMENT INSIDE HANDLE @ BUSHING (NYLON) 0 SHIM (NYLON) SCALE: HALF SIZE SCALE: HALF SIZE 1.533" .055" 641" r -136" /--/- .250 - 3.283" . .025' (TYP.) 1.250" J, 0 90' END SLAT SCALE: HALF SIZE 1.250" 1 250" I .985" t () FLAT END SLAT SCALE: HALF SIZE .050" ()CENTER MATE 2 (w LOCKING ROD) SCALE: HALF SIZE .322" 1/8" THICK STAINLESS STEEL () LOCKING ARM SCALE: HALF SIZE PRODUCT REVISED as complying with the Florida Belding Code Acceptance tio et - / Z- Explr Date 0 o8 By ' Miami D PrOciuct Control Division Lel ■- w u 1- D ° o 0 V z w - > w D 1.1.1 Z 0 0 VJ.KNEZEV101 PIM* ESSIONAL F.NGINEE1 R. License 19,43 rc2fino2 scale AS NOTED) [design by ) v 1- 0 0 0 ns 0 0 0 8 0 CC 0 CC UJ uJ a) 0 0) z 0 1 8 .10/17/2002 [ dr awn by 'checked j b . :1 dr* wing no I 02-643 t sheet 1 of 7 z Q a N ALT. LN F o • I^ ` LOCKING M A E T OCATIO O \ \ \ \ cc 0 w n x. zu in Q AT SIDE LOCKING MECHANISM CAN BE (off 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) 6 1 s VARIES - NO LIMIT SECTION TOP TRACK 7 /BOTTOM TRACK TSID ANDDE W E� SHIM / I� EXISTING' GLASS (TYP.) 6 -1/2" FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) SEE FASTENER SCHEOU E i -1 , MIN. 1-1/ MIN. MAX. OPTIONAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSIONO4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) 12/04/02 16:40 TYPICAL ELEVATION N.T.S. arr _> 100' rAooa■maIrnc 11_1 r 0 kL 0 SINGLE ARM LOCKING 'S MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER PLAN VIEW PLAN VIEW MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. TYPICAL PLAN VIEW SCALE: 3" • 1' -0" 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "O POP RIVETS @ 6" O.C. JOINT BETWEEN / REMOVABLE AND FIXED SILL SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE 3 1'- 0" /_.50"0 4 USED WITH PIECES SAND ©0 LOCKING PIN SCALE: 1 -1/2" • 1' -0" FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). & OS SSEFMIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE S EE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 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. 2" MI SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S 64, • EXISTING/ GLASS 8 (TYP.) 6 -1/2" 1-FASTENER (al 24" O.C. I (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). PLAN VIEW r-NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. I IM INSIDE ND EURE HAN L , orAwasexPerzam Nilir --,-.,--.......-.-.c.--- 3 Mal l IN•�aMt1nl e 14 ��liMMI. (TYP.) 1111 9a u SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 3/4" MIN. S FASTENER SCHEDU E t �T1 - 1/2" MAX. T I SCALE: 3" = 1 "x1 "x1 /8" 3/16"0 POP OPTIONAL PLAN VIEW SCALE: 3" = JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 ". 1' - 0" CARRIER BUSHING I! ' °J F 7/16" 0.D. 0.63" LONG NYLON BUSHING mium 4 o #10 x 2" SMS. MANUFACTURED FROM #410HT 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) & SSE LY 7 OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE `SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/8" 0.0. x 0.90" LONG NYLON Borrow 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 SCALE: HALF SIZE FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE 2" MIN. FOR ANY ACCEPTABLE t ANCHOR). PRODUCT REVISED as complying with the Florida Raiding Code Acceptance NoC Z. —1 1 2 Expiration Date Zo 8 By 1 +1 Miami Da rodact Control Division • U0 2 Z � — r . V 1 — D _o 0 . N N � eL V � w Wv, Z 0 e o m m u lk • o v_ o < < w a Z • p o � N f • CO m L. ._ 0, U W 0 • W O O Y • H "0 I8 0 Q Z < V 0 "< H 0 z 0 0 V 0 0 a: 0 Q 0 k CO U H >` m O W 1n 2 W 0 J 0 O C c 0 N • • • • • z V z 0 0 f Scale I l AS NOTED 3 0 N ) N 0 N 0 0 N N • • 0 0') dare 10/17/2002) Idravn by l ♦v design , D; )rcnecwed e I viK t v� dr a...nq no. 02 -643 j sheet 2 of 7 W 0 w SEE TABLE 2 Z 8 8 GLASS OR DOOR l7 0 w NO 6 c 1/2" OWALL MOUNT SECTION SCALE: 3" = GLASS OR DOOR BUILD -OUT MOUNT SECTION SCALE 3 = 1' -0" 12/04/02 16:40 5 /8" MAX. ` C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONT. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY TYP.,EVERY OTHER P N O 5/8" MAX. 1/4" MAX: 1/4" MAX: 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 ()CONT. 11 CONT. 1/2" 1/2" !SO 1/ TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @ 12" 0.C. (TYP., TOP & BOTTOM) SEE TABLE 2 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" (1) CONT. a' 1 /2 it t 11 ^ CONT. CONT. EMBED. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. Z z Q- Q ow SEE TABLE 2 V)J • m G ASS oR 000R F - 3/16••0 POP RIVET r - - OR #12 TEK SCREW D Q @ 6" 0.C. (TYP.) = XD V1 Q w 8 ` O X Ev ASSEMBLY < wo 1" x 1" x 1/8" E w ALUM. ANGLE w W/ 3/16 "0 POP RIVETS @ 6" 0.C. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ ® CEILINGNS'DE MOUNT SECTION SCALE: 3" = 1' -0" 1/4' -20 MACHINE BOLT W/ NUT p 12" 0.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY PINE YP. EVERY OTHER PINE 1/4" MAX- - z w Q J WW a m w N ~VI 3~ Z Ow N JJ Q JD <0 X= Qv E 1/4" MAX. X1, w GLASS OR DOOR 0 w FDriF DIST 1 FDGE DIST EXISTING CONCRETE, MASCNR OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. - 5/8" MAX, C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX Z QJ W (1m w Q ZOw _J Q JD N Q0 w Qu E 3/16' 0 POP RIVET L @ 6" 0.C. (TYP.) 1/4" MAX. EDGE DIST- OR DOOR OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER , 24" MAX. 0.C. SEE TABLE 2 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. ® BUILD-OUT MOUNT SECTION SCALE: 3" = )' -0" TYP. TOP & BOTTOM 1/4" MAX. I 1/4" MAX. 2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 g CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. ®BUILDOUT MOUNT SECTION CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT 11 SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING 4 il, SPACING ' � 1/ " TYP UT 80 (� TOM) 12'" O.C. (TYP., TOP T E I� � ALT. ANGLE DIRECTION \ �r1 C1 ON CNECTION TYP II SCHEDULE FOR MAX. �1 SPACING SCALE 3 = 0 1 2" 3" EXISTING W000 OR STUCCO FINISH MATERIAL i#14SMS@24" O.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 3 - 3/4" MA1d. - 1/2' -1/2' —1/4" z Z Q Q 0 W 0_ V)J N m Q w 0~ F JW • Q = 0 to Qw v X E Q w� Z w MAX. —1/4" MAX. TOP & BOTTOM OR DOOR WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" = t' -0" w 0 w w 0 w —1/4" MAX. 1/4" MAX. 16 C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/ 1/2" 1/4" MAX-, —4 z z • 0-w dV)J CC N m 3Q w O I- 1- Q 3 t o N Qw X Ev Q wN E 1 1/4" J MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING Q RUILD-OUT MOUNT SECTION SCALE: 3" = 1' -0'• 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 W000 LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS PRODUCT REVISED as complying with the Florids Balding Code AE No 22 . G zpirgtion pt ce Date O J 7 , , e'i ,r. .,. - Sy i,. Miami Dadf1roduct Control Division c 0 0 1- 4 0 0 4 Z V W W z 0 0 0 0 7 0 2 0 CC H r m U • • • • l: z t z 0 `scare l AS NOTEo design by V JK m N 0 N 0 0 N N 0 1 - 1- I Aare 10/17/2002J drawn by AV checked by V JK ara =sng no 1 02 -643 ( sheet 3 of7) TWO 3/8•'0 POWERS CALK -IN 3 -3/4" O.C. W/ 1-1/1. MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE (T1 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 6 8 S •EXISTING „STRUCTURE OR A 000R ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SPAN BEAM SPAN SPAN 2" x 5" Tw = .125" T f = .125" 2 "x8" Tw = .072" Tf = .224" 2" x 9" Tw = .072" Tf = .224 OR 000R TWO 3/8"0 POWERS CALK -IN p0 3 -3/4" O.C. W/ 1-1/1. MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" O.C. W/ 1-3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 12/04/02 16:40 S' - 0' 8' -0" 10' -0" 5' -0" 8'-O" 10' -0' S' -0' 8 . -0 . 10 -0" EXISTING STRUCTURE 9' -5' 8' -1' 7' -6" 14' -0" 11'-6" 10' -4" 15' -5" 12' -5' 11-2" 5/8'• MAX. 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE r DETAILS V1 &© 1 -1/4" THREE -1/4 "0 THRU BOLTS 1" MIN. " LEG DIRECTION SEE TABLE 2 5 /8"I MAX. SEE TABLE 2 Tw ACCES HOLE (MAX. DESIGN LOAD 2 72 PSF) @TOP SUPPORT BEAM DETAIL SCALE 3" = 1' -0'• NOTE: 1. USE BEASCHEJ ULE FOR DETAILS (j)ANDVJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM QOF SUPPORT TO fL OF SUPPORT. 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE THREE - 1/4"0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD 1 72 PSF) @ BOTTOM SUPPORT BEAM DETAIL SCALE 3" = ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. USE THRU BOLT OR ACCESS BOLE AS SHOWN IN DETAIL 1/4" MAX. 1.50" 3.00" 0 < • od J CC Vl OW F3 w mv l = il = I- -N N UJ D OC==X U1 < i_ < z X WOOCCN Q I n N o 3/16 "0 POP RIVET OR #12 TEK SCREW @ 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" 0.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL(ti) 1.50" ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 1'- 0" DRILL 5/16 "0 HOLE 100" V2 ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 "= 1'- 0" OR 000R PLYWOOD AND STUCCO FINISH 5/8" MAX. DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" A- 1 11 SEE TABLE 2 1.88" 3.75" 1 6.00" PLYWOOD AND STUCCO FINISH 3.00" 3.00" 3.00" 1.00•' 5/8" MAX. 1.88" 1.12" Z1/2" 0 OR DOOR Z Q Q. v1 FOR WOOD PLATE USE 1/4"0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" 0.C. TWO 1/4•"0 S.S. LAG SCREW p 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. W000 PLATE (MAX. DESIGN LOAD 1 72 PSF) ® WALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE 3" = 1-0" SEE TABLE 2 0 m Z Q a N 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1"0 ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/4"0 S.S. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PEN R. IN CENTER OF STUDS 1"x3 "x1 /8 "OR 1 "x4 "x1 /8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 1 72 PSF) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" : 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE - ANCHOR SCHEDULE, TYP. EQ. EQ. SEE TABLE 2 OR DOOR 3/16 "0 POP RIVET OR #12 TEK SCREW _ © 6" O.C. (TYP.) cP ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING L1/4" MAX. EDGE DIST O CEILING/INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING -1/4" MAX. 3/16 "0 POP RIVET @ 6" O.C. (TYP.) —1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT REVISED as complying with the Florida Balding Code Expiration Acceptance Date C Zo c Z F.><pintioa ae G 1// 3! Zoo 6 By #4/1:4 Dadq Control Ctic'Esion lJ z z Z W F v I- 0 <0 —0 C 0, N N < A', to 2 V W ~ N W Z Z a Z ue W a v 0 .6 ra V z 0 0 x v 0 c 0 N 0 • AA : Z : • Z . J V 6 11, scale A S NOTED) [design by l V In J drawing no 02 -643 0 m 10 0 N 0 0 N • • 0 N 1- I 10/17/20021 drawn by AV 'checked by V1C__, sheet 4 of 7 75.0 9 -8 7 -8 7 -8 8 - 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 A B MINIMUM SHUTTER SEPARATION FROM GLASS (IN) L E 2 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM FOR GLASS INSTALLATIONS INSTALLATIONS LEAN OR EQSS UAL Ti. TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FRO FOR GLASS GREATER GRE 30 T ' ABOVE GRADE (INCHES) 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 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 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 -5/8 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 90.0 5 - 0 2 -7/8 1 - 1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 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 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 1" x 2" x 1/8" ALUM. ANGLE 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM POP RIVETS (TYP.) 2 " x2" x1/8" ALUM. TUBE 6063 -T6 ALLOY " MIN FASTENER (E 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) O ALT. CLOSURE DETAIL SCALE: 3" = FASTENER (a 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) Ear ' O 0 ® ALL CLOSURE DETAIL SCALE: 3•' = 1' -0" #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (al 24" 0.C. (TYP.) TWO 1/4 "0 FASTENERS Ro EACH ANGLE (SEE ANCHOR R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE OCORN ER CLOSURE DETAIL SCALE: 3" = 1' -0" #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (a7 18" 0.C. 1" x 1" x .055" ; 1" x 2" x..055 "; 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 27 x2" x.125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "ct ALUM. POP RIVET (1n 18" O.C. 1" x 1" x .055" ; 1" x 2" x . 055 "; 2" x 3" x .055" ; 2" x 4" x .055"" OR 2" x 5" x .125" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (a 24" 0.C 0 W EXISTING STRUCTURE HALF OF USE MALE OR FEMALE AS REQUIRED O ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1' -0•• T A B L E 1 NEG. DESIGN LOAD (PSF) 30.0 38.0 40.0 48.0 52.0 56.0 61.5 63.3 66.8 67.5 MUM ALLOWABLE SPAN SCHEDULE TYPE A ALL MOUNTING CONDITIONS EXCEPT © ©© (FT - IN) 13 - 1 13 - 1 12 - 11 12 - 4 12 - 1 11 - 11 11 - 7 11 - 6 10 - 11 10 - 9 TYPE B DETAIL OR DETAIL W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) 12 - 4 11 - 0 10 - 8 9 - 9 9 - 4 9 - 0 8 - 7 8 - 6 8 - 3 8 - 3 TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) 13 - 1 13 - 1 12 - 5 10 - 4 9 - 7 9 - 0 8 - 7 8 - 6 8 - 3 8 - 3 TYPE D DETAIL OE 9- 3/16" MAX. B.O. (FT - IN) 12 - 7 11 - 2 10 - 11 10 - 0 9 - 7 9 - 3 8 - 10 8 - 8 8 - 5 8 - 5 NOTES: 1. MAXI 71.2 10 - 3 8 - 0 8 - 0 8 - 2 REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2• FOR DESIGN LOADS BETWEEN TAE•ULATED 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. 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) 1-1/1." J f))1 ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" = 1' -0" z N W - J m 0 J ~ J W Q J X0 Q W _ WV) 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (a 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as complying Witt the Florida Beading Code Acceptance No O Z - / 2- 2 -7, 0Z Expiration Date a ' Z . - o 0 C By Mialai Dad ' roduel Control Di■Isioo m o E m N 0 m m a v 0 5. Q Q • 0 CC Z Las CC O O D c 0 L a D 0 CC 0 CC W 03 U Tr • • • 0 0 m 0 0 0 04 0 0 1 - d "` 10/17/2002) (drawn by I ( AV r sulc 1 AS NOTED (design by ) checked, Ova t V /N V P(, drawing no. 02 -643 sheet 5 of 7 1 0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE U (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO D 0C P.S.F. 5 -8 8' -0" • 9' -0" 13 -1" 1- In ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) 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) F- (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION vl w NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE 1) C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 TYPE CONNECTION TYPE NOTE 3) (SEE NOTE 3) C3IC4 C1 CZ C3 C'. C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE CZ NOTE C3 TYPE 3) C4 C5 45 0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 lINIri1111111ONAt,1rr((fa11(((1I(1i 57 9 12 12 12 9 6 12 12 6 4 11 9 10 6 8 A 4 r 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 4 10 5 5 3 9 4 1/4 "0 ITW TAPCON W/ 3 4 8 4 A 12 12 12 9 5 11 6 6 6 4 10 4 4 S 3 9 3 3 5 3 , 1 - 1/4" MIN. EMBEDMENT 105.0 10 5 5 5 3 8 3' 4 8 3 M 4' 8 3 4' 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 (MIN. 3,100 P.S.I. CONCRETE) 170 0 cusann 8 MAIM 8 MAIM 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 n r yC 45 0 12 12 12 12 9 12 12 12 9 6 12 12 57 0 12 12 12 10 7 12 12 12 7 . 5 12 12 12 6 4 12 4 3 12 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 W/ 7/8" EMBEDMENT 6 5 3 12 5 4 3 12 12 12 12 8 12 12 11 9 6 12 8 B 8 5 12 6 6 7 5 E. 1/4 - 20 STAINLESS 105.0 12 9 8 5 4 12 5 4 4 3 12 5 STEEL MACHINE SCREW 4 4 3 12 5 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 (MIN. 3.000 P.S.I. CONCRETE) 170.0 12 5 4 4 3 12 S 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 45 0 12 12 12 10 6 12 12 7 4 12 12 12 6 4 8 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 3 1 8 S 3 6 ' 3 4 6' , 3 / 12 12 12 12 12 10 7 6 4 12 9 12 5 12 5 7 5 4 3 10 8 8 3 9 3 6 4 ' 4 ' 3 ' 7 7 " 7 VI ' , 4 4 ' 4 ' ' 5 O 57.0 12 12 12 8 5 10 10 S 3 9 7 1/4"� POWERS 73.0 11 11 11 6 3 8 4 4 4' 7 3 ZAMAC ~ NAIL -IN W/ 1 -t /8'• 105.0 8 4 4 4 I 6 'I 3 II 6 MIN. EMBEDMENT 3 I/ 6 II. ' 9 5 I. 5 3 7 En 4 r e 7 , , , E (MIN. 3,000 PS.1 CONCRET 170.0 6 nig= U 6 'M= 6 2 M" 3 '�' � � 7 M'= , 7 ��VIE/IE v- _ ' _ 4 ' 7 ME 8 ' 8 4 ' 8 1,,,,,,,. 45.0 12 12 12 12 11 o * ,, „ „,,,,:,,,,,,,,1„ ,„ 12 12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 ak 1 07 ° ° "' ° °° "' ° ' 57.0 12 12 12 12 8 "0 ELCO 12 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 1/4 MALE/ FEMALE "PANELMATE" W/ 73.0 12 12 12 10 6 1 MIN. EMBEDMENT 8 8 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 - 1/4 b 1/4 - 20 MACHINE 105. 12 7 7 7 4 SCREW WITH NUT 11 4 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 (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 E'�uNlautmlltuuuul: 12 12 12 12 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 10 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 12 12 10 7 12 6 5 7 4 i t�uuumuoaoumu. 1/4" ELCO TEXTRON 73 0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 HEX - FLANGE TAPCON/ HEX HEAD TAPCON 105.0 12 8 8 7 4 W/ 1 - 3/4" EMBED 12 4 4 6 3 12 4 4 6 3 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 (MIN. 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 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 1/4"0 45 0 12 12 12 12 11 12 12 12 12 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 10 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 12 12 10 7 12 6 5 7 4 ELCO CRETE FLEX Id/ 1 - 3/4" MIN. 73 0 12 12 12 10 6 EMBEDMENT 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105. 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 6 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 (MIN. 3.350 P.S.I. CONCRETE) 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 5 7 a 17 /04/(17 1R. do 0 0 0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE j� 1 1 1 1 1 111 1 11 111 111 1 1 111 1 1 1 111► 1/4 "0 W000 LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP TO W000 GRAIN LOAD (W) P.S.F. MAX. (SEE NOTE 1) 45.0 57.0 73 0 105. 170.0 MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -8• (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1IC2 C3IC4 C5 12 12 12 12 12 9 7 SPANS UP TO 8 . -0 .. (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1IC2 C3 C4 CS 12 12 12 S 4 12 12 12 12 9 5 12 12 8 4 7 5 3 3 3 // 12 12 12 12 12 9 12 9 4 6 5 5 3 3 3 SPANS UP TO 9 ' -0 .. (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS 12 12 12 12 12 12 12 6 5 5 12 12 6 4 4 5 4 4 3 5 5 SPANS UP TO 13 -1" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 CZ C3 C4 C5 12 12 12 4 4 12 12 9 5 5 5 5 9 3 3 3 4 4 r/ 3 I SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying with the Florida Buidiag Code Acceptance No O Z - / 2 • C Q- Expiration Date o8 By Miami DsdC ct Control Dives oD 0 Z Q u 0 2 0 W Z 0 0 V 0 U z J 0 cc 0 O7 I- 0 0 siimmas V7/. KNEZ CH PROMS .. - ■ ER 0010983 c 0 M dare scale AS NOTE01 'design by V 1K , 2002 • • • 0 z 3 i • 10/17/2002 drawn by AV (chec byl [ checked drawing no 02 -643 sheet 6 of 7 3 17 /n4 /n2 1:.- an SPANS UP TO 5 -8 (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C2 C3 C4 C5 C1 45.0 12 12 12 1 57.0 10 10 10 73.0 7 7 i 105.0 5 170.0 4 45.0 12 12 57.0 12 12 73.0 10 10 105.0 7 3 170.0 5 45.0 12 12 57.0 9 9 73.0 7 7 105.0 5 170.0 4 45.0 12 12 1 57.0 12 12 73.0 11 11 105.0 8 4 170.0 6 45.0 12 57.0 12 12 12 73.0 10 10 10 105.0 7 3 3 170.0 5 /// 65.0 12 12 12 57.0 12 12, 1 7 3.0 10 10 10 5.0 ` 7 3 17040 5 / SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO .. 8 -0 9. -0" 13 ._ 1 .. .. 5 -8 (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 Ct. C5 �C1 C2IC3 C4 C5 MIN. 3" EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO 8 -0" 9' -0" 13' -1" (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 CiIC2 C4 C5 C1 C2 C3 C4 C5 D 4 Nnu NND'aaa� 5 ©aaam' © ©N� "a' 11 11 11 6 4 8 1:111311111 12 12 12 8 5 10 10 10 6 © � fDDQa ©© , N©�A N D DUUioiiiio' WAX aaa EINEEN .©a © � , �� � � �� � 8 8 8 5 3 6 � ' AaEmS"SII MI NU"" " ©'aE'am ii©E mmi i�omo ii.. ioWi i ►.im ar.�©GEu © p®Dmpp ®a© 10 10 10 mRWIA 12 12 12 12 7 12 mmu©mmmam mienum 12 mmmmmm %mmm©' ©'m" mop 1 2 12 12 9 5 11 mm 10 mmmmm "m' 10 m ©a� © ©'m " ©N©' 12 12 12 7 4 9 a© ©ma m m©m'E'm' 3 ©'.a " © ". 'S "©' /! �nP1 8 4 4 5 3 7 'mm "m m "m m''m AIMOTGEIMMOMEIMMIJIMO 12 7 IIaI©©aaaa© ''�iW' 12 12 12 9 5 9 mmm ©m�CI© ©m © © ©m 9 I ©mmm ®'mI © ©Em"'' 10 10 10 7 4 7 aaa'mamm'm "a' 7 I'©aEa'.m "m'N ' 'S 8 8 8 5 3 6 ®©m'a�' ©'IN.' ©S N©'O "I "ER IMWMECIMAN �'��I'©© "©E"© ' '.�' " E NEaS�" mS �© ® ® m© 'aa"� t/I'��'UMEI NE©N ®mmmm© OpEYE a ® 12 12 12 10 6 12 12 ®a®� ©a ©' mm 1Z am 10 10 10 a © ©mmm©©mmmmm 12 12 12 8 5 10 10 10 ©mmmm I ,. , I 11 ' © © /.D / / i , , 12 12 12 6 4 8 o0m %a© ©CIIIII %a , % 4 am E"a'm © NE 'm" ' "amm"am 'F' ©E EINEITAIDIENEIMITGEMISISEMENICIMIEMIMIZEINCIMISENIMENDIE ■. 10 5 � a mm 10 10 10 6 ©11� . 12 12 12 12 7 Anma®�mm�m©© mmaaa©©mmaa' ,m' ©m 12 12 12 10 5 11 mum 10 mmmmmm'mm m © WS ©©a © m m ' NE 12 12 12 7 4 8 N ©am'E'' ©1 'S ©©". ©a N''NW' 8 4 4 5 3 7 "m'm"m'm "mN. 10 alm�m 10 10 10 m© ©W ©N 12 12 12 12 7 12 ® ®a©� a UMINEE 12 12 12 10' S 11 10 8 mmmm©© ' oa ©E E 'I 3 m Imam mmmmm "m' to m ©ao©oioSi ©' ' � 3' 12 12 12 7 4 8 ©m © ®a ©©mEa "m, 3 I S ©01MUN© ".©'©'3 8 4 4 5 3 7 "m'aSII©RI a', N E�N ►►►►►,►►►►►►►► i ►►►►►► ► 1/4 - 0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT 1 1/4 -20 STAINLESS STEEL MACHINE SCREW ANCHOR TYPE * 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1-1/8 - MIN. EMBEDMENT 7 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT 1 1/4 -20 MACHINE SCREW WITH NUT 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -1/4" EMBED 1/4"0 ELCO CRETE FLEX W/ 1 - 1/4" MIN. EMBEDMENT LOAD (W) P.S.F. MAX. (SEE. NOTE MIN. 2" EDGE DISTANCE 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 5. 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 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 INSTALLED IN ACCORDANCE WITH MANUFACTURERS• RECOMMENDATIONS. 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIOE CLOSURE PIECES. 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 =O.SS 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. I I 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHEREO WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8-1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION 6" O.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED PRODUCT REVISED as complying with the Floret Bedding Code Acceptance NoO2- / 2 27.0 7 Expire tion Date O/ /3 2oo By Miami Da Division roduct Contro!