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BP-05-1607Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/18 /2005 Applicant: SUSAN Owner: KOMORNIK JOB ADDRESS: 145 Contractor Local Phone: Parcel # 1131010240310 NW 95 Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -1607 KOMORNIK SUSAN ST Contractor's Address: Legal Description: BONMAR PARK Fees: FEE2005 -14716 FEE2005 -14717 FEE2005 -14718 FEE2005 -14719 FEE2005 -14720 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $250.00 $1.20 $0.40 $6.25 $24.00 $281.85 Total Fees: $281.85 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/16/2006 Construction Value: $1,500.00 Work: ACCORDION SHUTTERS Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder In compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: Page 1 of 1 PB 17 -11 LOT 13 & W1/2 LOT 14 BLK 5 LOT SIZE 75.000 X /40V 2 9 PAID REG iC01 112905 1429 MC001 032165 CASH $201.05 BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name a. Permit Type (circle): uildin Electrical Owner's Name (Fee Simple Titleholder) /C � tJ Owner's Address / tic N1,0 q 5 , F. city/WA/44( �'�jJ t. re5 0'&/estate fi Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES 1 Aim) g5 �f. County Miami -Dade NO Contractor's Company Name `� 1 , rte _ Phone # 3C S � j( — rj 7 9, g Contractor's Address 2 sW.16sci W. ac Cit State Qualifier AZ.53 e Go Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work: 4C C or t`a.vt Si(v fle/2-5 Submittal Fee $ (U Permit Fee $ (Continued on opposite side) Total Fee Now Due $ 13 1 • �S Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IS E EWED NOV 1 Permit No. eP C 7c-D7 aster Permit No. mbing Mechanical Phone # Zip 33/38 Phone # zip 1-46k State Certificate or Registration No. Ct 0 2 \ 6 S3 Certificate of Competency No. Phone # Square Footage Of Work: * **** * ******* * * * * * * * *** * * *** Fee* * ** * *** * * * * * ** * ** * * * * ***** *** Roofing Zip L 2. ['Addition DAlte ration ew ,❑ Repair/Replace D Demolition .g.60 CCF $ ► • a o . CO/CC. Notary $ 1 Training/Education Fee $ 0 . 40 Technology Fee $ . asS Scanning $ 2 .4. 00 Radon S Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 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). Owner or Agent The foregoin instrument was acknowledged before me this day of /la , 20 ®5 , by who is personally known to me or who has produced Contractor The foregoing instrument was acknowledged before me this day of / Aefe , 20 ' by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expir s "' ° a OF `�� As identification and who did take an oath. NOTARY PUBL Sign: Print: My Commission Expires: ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05113/03 ntonio Alvarez - "/ F p @ � : 111' /1� Atlantic BondmgCo., Inc. 1/ Bonded Thru Atlanta Bonding Co., Inc. Plans Examiner U Engineer Zoning DATE: Municipality: Building Official: J.B.S. ' I E CORP. JA 1 R SALINAS D ' ; CTOR. 0 LJ er authorizes L ACCORDION SHUTTERS at the following job: 13818 SW 139 CT MIAMI FL, 33186 PHONE 305- 235 -2229 / 786 - 326 -3625/ 305 -228 -6198 D J J.B.S.TRADE CORP. is the Dade County Notice of Acceptance holder for the following: Product Description. HT -100 ACCORDION SHUTTERS Product Approval No.05- 0411.03 1. THIS FORM MUST ACCOMPANY THE APPLICATION FOR BUILDING PERMIT AND SHALL BECOME PART OF THE PERMIT DOCUMENTS. 2. THE AUTHORIZED SIGNATURE MUST BEAR THE RAISED CORPORATE SEAL OF THE COMPANY HOLDING THE DADE COUNTY NOTICE OF ACCEPTANCE. ESMERALDA A. AGUINAGA s • k y CCrmm# DD0392503 i t E E:cpfres 2/212009 E ' - . Bonded OW (800)432.4254 • 'ennui" Rlodda Notary Assn., Inc TO 0 Monday, December 5, 2005 Date 12/05/2005 Permit Receipt Permit Number: WS -12 -05 -1607 Invoice Number: WS -12 -05 -22896 Applicant: SUSAN KOMORNIK Company Name: Payment Type CheckNum Cash Amount $281.85 Total Payment: $281.85 Page 1 of 1 The followin pages were originally attached to plans with the following permit # 3Pe5J &) o1 MIAM MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) J. B. S. Trade Corporation 13818 S.W. 139 Court Miami, Florida 33186 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 y 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-100 / Aluminum Accordion Shutter • APPROVAL DOCUMENT: Drawing No. 05 -335, titled "HT -100 Aluminum Accordion Shutter", sheets 1 Through 7 of 7, prepared by Thornton - Tomasetti Group, dated 10/17/02, last revision #2 dated 12/20/2004, signed and sealed by V. J. Knezevich, P.E., 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 Control ", unless otmheerwise logo, noted herein. and the following statement.Miami -Dade County Product 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. 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 y section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Mahar, P.E. 05/10005- 155 - 1(0,01 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 40 WEST FLAGLER STREET, SUITE 1603 FLORIDA 33130 -1563 FAX (305) 375 -2908 NOA No 05- 0411.03 Expiration Date: 05/19/2010 Approval Date: 05/19/2005 Page 1 E N 0 o N s O E 0 c c �t2= .0 "� 4 . HEADER -C G. MOUNTED SCALE: HALF SIZE O 2 HEADER -WALL MOUNTED SCALE: HALF SIZE 4.478" ® ADAPTER SLAT SCALE: HALF SIZE ® TYp. SLATS SCALE: HALF SIZE 055" 11-4 = .89, :: 3.993" 4 52" GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE. 2001 WITH 2002 AND 2003 REVISIONS. 2 APPROVAL DOCUMENTS NO INCREASE IN TESTED. ALLOWABLE 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 BUILDING CODE 2001 WITH 2002 AND 2003 REVISIONS A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM.. 5. USE TOF TTHESE PROVIAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61615 -23 OF 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 D HE INIEITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES 7. ANY MODIFICATIONS APPROVAL R ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID 8. BUILDING OFFICIAL MAY ELEDEVIATE F FROM FOLLOWING APPROVAL DOCUMENTS, THE A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT 4HICH 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. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI = DARE 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: MS. TRADE CORP MIAMI FLORIDA wan -DADE courtly PRODUCT APPROVED 10. WITHIN 18 OF CENTER (VERY ).. LOCKING MECHANISM SHALL E BE L SIDE PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. m 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY STAINLESS STEEL. IA POP RIVETS TO BE 3/16 "o 1 5052 ALUM. A LTENSILE , STRENGTH OF 60 K.S.I., U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. .048" 3.840" MAX. 1 .0 i = . m 0 0• 0 0 0 1 O 1 ® BUILD-OUT WALL HEADER, SCALE: HALF SIZE 2.775" 2.586" N 1 ,2" MIN. 5" MAX., B ANGLE 11 SCALE: HALF SIZE 2.373" j.158" 4 14. REMOVABLE ANCHORS SUCH AS POWERS AT NON-STACKING LOCATIONS. USE (OPTIONAL) 15. THIS SHUTTER SYSTEM 15 PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270. 250" 0 on 49" 1.391" O CENTER MATE 1 9 SCALE: HALF SIZE 0 r- o 1 1° 1.350" 1 4500" ()LOCKING CUP SCALE: HALF SIZE 0 4 u 1 1.100" 472" I.D. • 612" O.D. 1$i % 0 OSILL WALL MOUNTED SCALE: HALF SIZE m 190'= 475 .095= 1 .442 ' .9 42" Q ROLLER ASSEMBLY SCALE: - HALF SIZE 2.795" 165" I.D. :285" O.D. J�1 .0604 1 1.039" .659" 2.101" O CENTER MATE 2 SCALE:'HALF SIZE STAINLESS STEEL ASSEMBLY .320 "0 HOLE 2.984" -P 1 NYLON WHEE Li_ -�, RIVETED IN 1 1 I 1 PLACE .251" .060" 45" m 0 Cr 1 1 1 1 1 1 MAX. TOP BOTTOM L=os (1,b1 ® AD.LSILL-TOP SIL L-BOT. E: HALF SIZE SCALE: HALF SIZE in 0 N V J Knezevich FLLken - 0010983 A�. date 10/17/2002 scale AS NOTED Il aw:IIB Ifo. 05 -33 sheet 1 of '7 X. CANNER O 2 BUSHINGS SCALE: FULL SIZE .248' .060' 3.245" 3.049" :63 " 'Wb. 0 060" #060" ° .080' 250' .949" 1.391" 1.891" 0 C) CENTER MATE 1 OFU wawa wawa mom SCALE: HALF SIZE @ INSERT SCALE: HALF SIZE .500" N m 4 • t = .200" ALTERNATIVE ADJ. SILL-BOT. SCALE: HALF SIZE o o 4 m Ilt N WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE' 16 FLOOR MOUNTED @BUSHING (NYLON) @) SHIM H SCALE: HALF. SIZE SCALE: HALF SIZE 1.039" .095 0 42 } 942" By .050" 025 (TYP.) 1 1,250" 1 ® 90 . END SLAT SCALE: HALF SIZE 1.250" .510" " I D .16" s s" L 0..b 2.101" 3.267" 60" .659" O LOCKING ARM 14 SCALE: HALF SIZE OFLAT END SLAT SCALE: HALF SIZE 3.465" 60" 45" m 0 o. • ® CENTER MATE 2 dw mown Rom) SCALE: HALF SIZE Approved as eoaply)iig with II6e FYu Cod Date • if' NORM • - 3121R 6 11 • Mid Dide �adl�rt W 1-- 0) Z 0 Q 0 0 U Z -J IL 0 O u o � 2 v. E .0 2 0 1- Vf 0 0 N 0 01 a 0 . ct O m O CI) Um t 14 I 0 Cr"; a 0 N N ) ' N " O u LL' >I X-0 � VI CO. I IL m a • TOP TRACK 7 , SECTION.. LOCKING ALT. AT SIDE LOCATION MECHANISM OF k: 1 as tit 0 0 let U /BOTTOM TRACK • ........7 - ..V .".. ... `VP' � I �IppE C ppggURE � • S�INHAN�IE W/ , • 0 1� m EXISTING/ GLASS 0 (TYP.) 6 -1/2" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0 (TYP.) TYPICAL ELEVATION N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 'TYPICAL PLAN VIEW SCALE: 3" a 1' -0" 3/4" MIN. 1 ,E E FASTENER SCHEDU /� 1 -1/2" MAX. S I OPTIONAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSIONO4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW PLAN VIE W LOCKING MECHA CAN BE (a1 - 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 1 "x1 "x1 /8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" 0.C. JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION 5 REMOVABLE FLOOR TRACK DETAIL SCALE 3 "a 1'- 0" USED W1111 OAND ® LOCKING PIN SCALE' 1 -112" a 1*-0" FASTENER 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SSEMBLY PTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MI 31NLULC AM" LULl•t /•.] MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 1/4• INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER.. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER -1/4' SINGLE ARM LOCK N.T.S. • U FLAN VIEW ASTENER 4 124" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). O (TYP.) 3/4" MIN. � E FASTENER SCHEDUL,� /(.1 -1/2" MAX. T �13 14 9a SCALE 3" a 1• - 0" 1 "x 1"x1/8" 3/16 "0 POP SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER (DOB NOT REPLACE SINGLE HARM L000 JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE (DOES NOT REPLACE SINGLE ARM L000 OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE 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 ii iisvmro 4.11.11111111.11 I�'�r7!!r �\ Wit! L.III a���tlnl a5r ~w� CD / %. EXISTING] GLASS O (TYP.) 6 -1/2" OPTIONAL PLAN VIEW SCALE: 3" = 1 -0" SSEMBLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING XISTING STRUCTURE SECI10N T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE ' 3 "a 1'- 0" IPL4 7/16" 0.0. �0 .63" LONG NYLON lr)E BUSHING ` SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MEN BUSHING 12 #10 x 2" SMS. MANUFACTURED FROM #4101sT 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 8 BOTTOM) 3/8" 0.D. x 0.90" LONG NYLON OR 1ISINI BUSHING ® #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 8 .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 { • ANCHOR). I APB as ectraplylag with tbe Florida Date NOAtI Miami Dade Product C ontrol u AS NOTED Z 0 cc V W O c0 h 1- O 0% N 0 0 in 0 V I- �°�` 10/17/2002 drawn by MCR WWI 05 -335 I sheet 2 of 7 Print Information: w 0 SEE TABLE ? 2 OR D ■U J WALL MOUNT SECTION A SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. O CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 0 CONT. 0 CONT. 1/2" OR D 1 1/2" CI CONT. 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" CONT. EMBED. 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. . SPACING ROLLER ASSEMBLY 1(� TYP. EVERY OTHER PTN Zp 1/4" MAX. 1/4" MAX. CC2 CONNECTION TYPE SCHEDULE FOR MAX. SPACING 5/8" MAX. 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. 1/2" I 5/8" ROLLER ASSEMBLY u � TYP. EVERY OTHER P ! 01/2" O w 0 pr 1/4" MAX 0 CONT. 0 CONT. W W W W 0 Ln 1 a l " u 1/2 NOTE: BOTTOM MOT ETAI MAY BE USED UN AT D TOP. L O BUILD -OUT MOUNT SECTION E SCALE: 3" = 1' -0" z •.- !/IJ 3a 3/16 "0 POP RIVET - OR #12 TEK SCREW 5 @ 6" 0.C. (TYP.) ASSEMBLY On ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" O.C. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 1/2' CC 1- H 1- w X a X G TABLE 2 OR g DS00 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING J ® CEIUNG/1NSIDE MOUNT SECTION SCALE: 3" = 1' -0" • 1/4 -20 MACHINE BOLT W/ NUT f 12" 0.C. (TYP., TOP & BOTTOM) 1/4" MAX. EO. Q EDGE DIST EDGF DIST. EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. C CON NCE OOId TYPE • SCHEDULE FOR MAX. SPACING 3/16 "0 POP RIVET @ 6" 0.C. (TYP.) 1/4" MAX. -1/4" MAX. EDGE I DIST. O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP.. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE @ 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL Z@TYP. TOP & BOTTOM 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. IQ 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. SCHEDULE FOR MAX. EXCEED 8-11/2 SPACING SPACING 1/4 -20 MACHINE BOLT W/ L � t Y- TY . ,___ -_- UT 1 12" 0.C. (TYP., TOP f l i f t • BO TOM) #14 SMS CN 24" 0.C. MAX. IN BETWEEN TRUSSES z a•- O.W .03 3a aj SEE TABLE 2 W ° a ut� W EMBED. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 1 -1/2' -1/2' —1/4" MAX. C1 CONN TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. ®BUILD-OUT MOUNT SECTION SCALE: 3 = 1 -0 1 " 3" ^ v 1/2 MAX. WOOD SOFFIT / O FLOOR MOUNT SECTION SCALE: 3" = 1' -0" W l7 0 W DO — 1/4" 7 MAX. 0 TOP & BOTTOM w () BUILD -OUT MOUNT SECTION D SCALE: 3" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD (al EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS —1/4" MAX. 1/4" MAX. 16 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. SEE TABLE 2 3- 3/16" MAX. 1/4" MAX. z Z *V 0. yiJ m 3a 1- JW D am X Ir E Vt 1/4" MAX. ( -` O C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM MAX. 1/2" c 0 0 V J. Knezevich vofadoa.l Engineer FL License No • 0983 date 10/17/2002 scab AS NOTED WEI 0 0 0 a 0 u `I • MCR 1 05 -335 sheet 3 of 7 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION D SHUTTER SPAN BEAM SPAN 2" x 5" 5' -0" 9' -5" Tw = .125" 8' -0" 8' -1" Tf =..125" 10' -0" 7' -6" 2" x 8" 5' -0" 14' -0" 8' -0" 11'-6" Tw = .072" Tf = .224" 10' -0" 10' -4" 2" x 9" 5 -0" 15' -5" 8' -0" 12' -5" Tw = .072" Tf = .224" 10' -0" 11' -2" EXISTING STRUCTURE yWO 3/8 "0 POWERS.. W/ 1 1 /4� 3-3/4" I BE W 3•.KSI CONC. IT 4 -1/2" FUN. ED DIST. OR FOUR 1/4 ELCO CRETE -F t 3• QtrC. W/ 1 -3/4" E MGS I EACH 8 DOSOR TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE E 3" O.C. W/ 1 -3/4" MBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 5/8" MAX. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE r DETAILS® & THREE -1/4 "0 THRU BOLTS 1" MIN. (MAX. DESIGN LOAD 72 PSF) ® Top SUPPORT BEAM DETAIL SCALE: 3" a 1' -0" NOTE: 1. USE BEANMSCHEULE FOR DETAILS AND .1 . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM f[OF SUPPORT TO fL OF SUPPORT. Tw ACCES HOLE 14324 1f11 . ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX DESIGN LOAD* 72 PSF) � �OTTOM SUPPORT BEAM DETAIL SCALE: 3" a 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 0 12" O.C. USE THRU BOLT OR ACCESS UQLE AS SHOWN IN DETAIL r 1/4" MAX. 1 3. 0 0 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 P 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRL! BOLT AS SHOWN IN DETAIL V1 0 0 r • DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 3.75" 1.88" 1.98" 1.12" 1.12° ANGLE DETAIL USING CALK -IN ANCHOR SCALE s 3 "a 1'- 0" DRILL 5/16 "0 HOLE 1.00" OR D r PLYWOOD AND STUCCO FINISH 5/8" MAX. - PLYWOOD AND STUCCO FINISH 3.00" 3.00" 3.00" 1.00" 5/8" MAX. O ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE s 3 "a 1'- 0" SEE TABLE 2 Z1/2" O K WALL MOUNT SECTION - USING 2' x 6' P.T. WOOD PLATE SCALE: 3" m 1' -0" SEE TABLE 2 @ WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" a 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. SEE TABLE 2 8I1 3/16 "0 POP RIVET OR #12 TEK SCREW {ol 6" O.C. (TYP.) 40& ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FOR WOOD PLATE USE 1/4 "0 SCALE: 3" a 1' - 0" S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE (1n 12" O.C. TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD' 72 PSF) 1/4 -20 S.5. MACHINE SCREW & NUT 0 12" O.C. PROVIDE 1 "0 ACCESS HOLE p BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW (a 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD' 72 PSF) Q. Q. 11/2" —• zati`' cr tu 1- W1Q 1-- in i [>tu w►a� Q p a 3/16 "0 POP RIVET ` @ 6" 0.C. (TYP.I 1/4" MAX. 2 DGE DIST, 0: W 1- W X 4 E m a Z Q 0. ® CEIUNG/1NSIDE MOUNT SECTION Approved as easier with the Florida Dee 0 1 ` ' 21-0 N0AI Miami Dade Prodact Control BY 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. akeo one. ova E A v N E E N vo>+� zx N P srs Q`o 3h -d MF (AS NOTED 0 c c z 0 CL CL 0 0 u VJ. Knezevich Professional Engineer FL Lk 0010983 005 axe 10/17/2002 1 MCR IMO 05-3k sheet 4 of 7 r) 4 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY ® ALT. CL OSURE DETAIL SCALE: 3" = 1' -0" " MIN FASTENER (( 24" O.C. (USE CHOR SCHEDULE) ® ALt LOSURE DETAIL SCALE: 3" = 1 - 0 " 1 x 2" x 1/8" ALUM. ANGLE FASTENER @ 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 2 "x2 "x.125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055"; 2" x 3" x .055" ; 2" x 4" x .05 OR 2" x 5" x .125" AL. ANGLE #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1" x1" 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 #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "4 FASTENERS EACH ANGLE (SEE ANCHOR 9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" 0. EXISTING STRUCTURE HALF OF S® USE MALE OR FEMALE AS REQUIRED ® F%LT. CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 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. J 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" O 4 4 • 4 a 4 .' 0 a O ALTERNATE FLOOR MOUNT DETAIL SCALE= 3" = 1' -0" z Q W N J °D 0 Jw Q j Xo QW Wy N 1/4" MAX. XISTING STRUCTURE MIN. 3.000 PSI CONCRETE ONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER I5 ACCEPTABLE Appawd r complying witb.lbe Dee Plaids O 72 o NORM 0 411 .03 MlamI 1 Predict Control BY 0 co) c0 E a O E 0 11 `AS NOTED 2 u v E I 2 O 0 0 0 N 0 s of °ie 10/17/2002j f """' MCR ie 05 -335 I [sheet 5 of 7 Print Information: WiurricaneVa\Cadd\Associations\HI—Tech\JSS_Trade\05-335\R2—aub\05-335-05.dwg MCantu 03/29/2005 01:30:56pm MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN TYPE A ALL MOUNTING CONDITIONS EXCEPT 0 ©0 (FT - IN) TYPE B DETAIL QF OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL ® 9- 3/16" MAX. B.O. (FT - IN) LOAD (PSF) 30.0 13- 1 12 -4 13- 1 12 -7 38.0 13- 1 11 -0. 13- 1 11 -2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 - . 9 -3 61.5 11 -7 8 -7 8 -7 8 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 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 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 2 -7/8 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 • 4 -9 4 -9 5 -0 11 - 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 2 -7/8 170.0 4 -3 3 -4 3 -4 3 -6 r) 4 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY ® ALT. CL OSURE DETAIL SCALE: 3" = 1' -0" " MIN FASTENER (( 24" O.C. (USE CHOR SCHEDULE) ® ALt LOSURE DETAIL SCALE: 3" = 1 - 0 " 1 x 2" x 1/8" ALUM. ANGLE FASTENER @ 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 2 "x2 "x.125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055"; 2" x 3" x .055" ; 2" x 4" x .05 OR 2" x 5" x .125" AL. ANGLE #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1" x1" 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 #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "4 FASTENERS EACH ANGLE (SEE ANCHOR 9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" 0. EXISTING STRUCTURE HALF OF S® USE MALE OR FEMALE AS REQUIRED ® F%LT. CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 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. J 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" O 4 4 • 4 a 4 .' 0 a O ALTERNATE FLOOR MOUNT DETAIL SCALE= 3" = 1' -0" z Q W N J °D 0 Jw Q j Xo QW Wy N 1/4" MAX. XISTING STRUCTURE MIN. 3.000 PSI CONCRETE ONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER I5 ACCEPTABLE Appawd r complying witb.lbe Dee Plaids O 72 o NORM 0 411 .03 MlamI 1 Predict Control BY 0 co) c0 E a O E 0 11 `AS NOTED 2 u v E I 2 O 0 0 0 N 0 s of °ie 10/17/2002j f """' MCR ie 05 -335 I [sheet 5 of 7 Print Information: WiurricaneVa\Cadd\Associations\HI—Tech\JSS_Trade\05-335\R2—aub\05-335-05.dwg MCantu 03/29/2005 01:30:56pm MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS INSTAL LATION S LESS O EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS INSTALLLA TIONS GREATE THAN 30' ABOVE GRADE (INCHES) 1 DESIGN LOAD (W) (PSF) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 • 1 -5/8 8 - 0 2 -7/8 1 -5/8 • 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 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 5 - 0 2 -7/8 1 -1/2 80.0 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 1 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8- 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 • 5 - 0 2 -7/8 1 -1/2 • 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 -0 3 2 -3/4 10 - 3 3 3 r) 4 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY ® ALT. CL OSURE DETAIL SCALE: 3" = 1' -0" " MIN FASTENER (( 24" O.C. (USE CHOR SCHEDULE) ® ALt LOSURE DETAIL SCALE: 3" = 1 - 0 " 1 x 2" x 1/8" ALUM. ANGLE FASTENER @ 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 2 "x2 "x.125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055"; 2" x 3" x .055" ; 2" x 4" x .05 OR 2" x 5" x .125" AL. ANGLE #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1" x1" 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 #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "4 FASTENERS EACH ANGLE (SEE ANCHOR 9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" 0. EXISTING STRUCTURE HALF OF S® USE MALE OR FEMALE AS REQUIRED ® F%LT. CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 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. J 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" O 4 4 • 4 a 4 .' 0 a O ALTERNATE FLOOR MOUNT DETAIL SCALE= 3" = 1' -0" z Q W N J °D 0 Jw Q j Xo QW Wy N 1/4" MAX. XISTING STRUCTURE MIN. 3.000 PSI CONCRETE ONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER I5 ACCEPTABLE Appawd r complying witb.lbe Dee Plaids O 72 o NORM 0 411 .03 MlamI 1 Predict Control BY 0 co) c0 E a O E 0 11 `AS NOTED 2 u v E I 2 O 0 0 0 N 0 s of °ie 10/17/2002j f """' MCR ie 05 -335 I [sheet 5 of 7 Print Information: WiurricaneVa\Cadd\Associations\HI—Tech\JSS_Trade\05-335\R2—aub\05-335-05.dwg MCantu 03/29/2005 01:30:56pm ANCHOR SCHEDULE , __ • FASTENER MAXIMUM SPACING (l NOHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5. -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9• -O" (SEE NOTE 1) SPANS UP TO 1 -1 " (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO • 9' -O" (SEE NOTE 1) SPANS UP TO 13' -r (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 TYPE (SEE NOTE 3) CZ C3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 , TYPE 3) C4 C5 313UDNO3 ;■. 11111111111111111111111111111 11■;,-_ 1/4 - 0ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 0484. 3.10o p s i . aCNOiEIq 45.0 12 12 12 12 7 12 , 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 f 4 3 3 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 5 3 9 4 3 4 8 3 4 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 - 3 3 5 3 105.0 10 5 5 5 3 8 3/ 4/ 8 3 / 4 / 8 3; 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 8 3 " � 4 V 8 3 / 4> 8 3 2 4 //' 8 3 4 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 * 'V ■� 1/4 "0 POWERS CALK W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE WIN. Loop p.m. mown -IN SCREW 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 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 5 105.0 12 9 8 5 4 12 5 4 '4 3 12 5 4 4 3 12 5 4 4 3 12 11 ' 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 112 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 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 5 10 10 10 5 3 9 7 8 5 3 6 / 3 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 7 4 Q a ) 1/4 "• POWERS NAIL-IN AMAC W/ 1 -1/8" MIN. opopsi cana pm L lEno 73.0 11 11 11 6 3 8 4 4 4 // 7 3 3 4 / 6 3 ,/ 12 12 12 7 4 9 5 5 5 3 8 3 3 4/ 7 4 8 4 4 4% 6 3 6 / 3/ 6 / 3/ 9 5 4 5 3 7 j j 4 j 7 j / 4 7 / 4 ::: 6 7 , ,,/ / 7/ 3 / 6 / 3/ 6 / 3 7 6 3 7 �/� 4 1/ 7 4 7 4 7 4/ * :.,.,:,•.:,• „.,,,,»;;;,,,, * 1 iil " " = 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.300 PSI CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 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 8 8 8 5 57.0 12 12 12 12 8 12 12 12 9 6 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 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 4 105.0 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 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 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 iIi_,� „„�mu„„ „�t_ i es*,,nu,wmt,L, ,. 1/4` ELCO TEXTRON HEX-FLANGE APCON W/ 1 -3/4" EMBED MK PAL CONCRETE) 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 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 . 9 6 12 7 7 8 5. 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6. 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 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 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 1/4"0 O 1 -3/4 E EMBEDMENT (MW. 3.350 4 . 1 • COMMIE 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 .4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4' 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4[ 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS •,nw.s •isoa ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE 'SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 000M ��.111111111111111111\1lpllpv 1/4 "0 WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO W000 GRAIN 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 12 5 4 3 105.0 12 9 8 3 3 12 5 4 3 12 5 4 3 12 7 12 5' 5 4 4 3 3 170.0 12 5 4 3 12 5 4 3 / 12 5 4 3 cN Csi on rn CI en A 0 O 0 W v 0 m i 0 c 0 v r= MOP i a� R EilICUIN • 4 I SEE PAGE 7 FOR ANCHOR NOTES I Approved as complying with the. Florida Sedan DMe 05y1 2.00r NOAMOS -D i. b� Miami Dade Product Control` By r 0 R1 0 0; 11 no C m uk AS NOTED a W. I- � CO Uo - W xr-QO? 0 01tgNN 'N n • L b-Oth O Ul m� a mu- axe 10/17/20021 arum MCR 05-3 sheet 6 of 7 j Print Information: ®. I " to ■ 4 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 11 11 10 12 12 1 2 1 2 7 12 12 12 9 12011111PIPPEP 9 9 8 9 �� 12 12 12 10 5 11 11 11 7 7 4 '� , /� 12 12 12 7 4 8 5 4 5 %ME=NUS ©ESTIVI ©% © /Q/ / /AN//II/ / /A! / /,0 % %0/ %EIMER .ix ANCHOR TYPE ■ X111111 111111111I1IN11111U1111R> 1 /4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4`0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4 - 0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT "A","uwtkli‘ukuon 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 1) 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 12 10 12 12 10 5 12 9 7 5 4 12 12 11 8 6 12 12 10 7 5 12 12 10 7 5 7 5 4 7 SPANS UP TO 5' - 8" (SEE NOTE 1) 12 12 7 0 9 9 0©©a0a©M ©©©©� 12 12 12 8 5 10 10 10 6 © 000© ©DEMME 10 10 5© 7 7 �D' © © ©' "� 11 11 11 6 4 8 8 8 4 EI©�©' ® "©' 7 7 4 S 3 © ©'�E", © „J�X 8 8 8 5 3 6 3 3 3' ©g'©� ©TMEIN 12 12 7 12 12 6 9 9 8 ' ' �� %I 10 10 4 7 4 6 ' Z 12 12 12 7 4 9 5 4 5 12 12 2 9 5 11 11 11 6 H'° B ilipippip , 7 12 12 8 ensesessoos; �� 10 F/PACIA2IVAEIVAMIO EVADER AM= 10 10 7 4 7 7 7 5 NOMIN1119_,PHO 9 9 6 6 6 7 7 4 5 3 '© c � " " " 8 8 8 5 3 6 3 3 4 " ©nngE' //�i- -- © "„ © - - - -- �i,�' © „ ©' ©' - ©' ----- - - - - -- ------ - - - - -- 12 12 7 10 10 10 12 12 1: 1 1: 1: lip 10 lipplipip 12 12 12 10 5 11 11 11 7 1 IMPIP.0041 12 12 Ora2M110Eldralarlian/A0 Nadzian'ne4figig - -- 11 12 12 10 3 11 12 12 10 3 10 8 6 4 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ANCHOR TYPE AND EDGE DISTANCE. SELEC EXISTING LOAD GREATER MATERIAL EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAALGREA -TER 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 AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE . EXISTING STRUCTURE FASTENERS FRAMING, ARE INTO ADEQUATE WOO CONDITIONS MEMBERS, NOT PIEC WOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2' EDGE DISTANCE SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 13' - 1" (SEE NOTE 1) CONNECTION TYP (SEE NOTE 3) SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 MIN. 3• EDGE DISTANCE SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE ( SEE NOTE 3) C3 SPANS UP TO , (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 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. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 9. 10. 11. 12. re A * DESIGNATES ANCHORS WHICH ARE REMOVABLEBY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. Approved as complying with the Nate � ?. toT NOM Mind Dide Product Cudgel 0) 0 0) 0 0 0 N 0 o` V j Knezevich Professional • • -- License 10483 o os 1110 eCG1111O 1 AS NOTED WEI ao N N 0 O. N 0 0 6 H 10/17/20021 fdrav" l MCR . 05-3 1 sheet 7 of 7 J