Loading...
HomeMy WebLinkAboutSUBMITTED PAPERS(--'1LANNING & DEVELOPMENT SEh' CES DEPARTMENT BUILDING & CODE REGULa.-.JNS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772462-1553 BY St. Luci,5 COcnty APPLICATION FOR STORM SHUTTER PERMIT DATE: ! PERMIT NUMBER: 16 V�� 1. LOCATION/SITE ADDRESS: t U%% oil -P-r4 M 2. PARCEL ID NUMBER: v l S / ` SI P � v U a! - 0 Q�-rJ 3. DESCRIPTION OF PROJE OR WORK ACTIVITY:, 4. TYPE OF STRUCTURE: SFR_ ADDITION_. OTHER 5. OWNER FORMATION '%� 6. CONTRACTOR INFORMATION Name• c«t ct h �IU�I �c y � ' L Reg/Cert #: . . vCP r /O County Cert #: Address: 1 �vv S � � ?� l A — City: � -eState: �L - Business Name: Agiry- cf t (you 5�r "t kry Zip: ?yam Phone: ;L � �l `7u (P hone number: � 7� - 3 70- 30 7 Type of Surface attachment: Woo Frame Concrete 'I-2 Masonry Other Ma:dmum Opening Pressure per Product Compliance Method of Attachment Product A.S.C.E. 7 Report # As per Product Approval or Engineers Type Ana! sis 120. mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion 1 U 3 I0 �- oll U Colonists ther „�.�,....,,,T M"Md%.K "Irrknm nr%,Dwv nwanTe ALL PRODUCTS SHALL BE LABELED FOR DE'YERMININV IMPAC I RENIMANUL ravna n u,1xF "%Fx"'q" yLy�0 **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK 7. VALUE OF CONSTRUCTION: $ l U FEES DUE: OWNEWS AFFIDAVIT: I certifytthOfthe ' ation contained in this application is correct and that all work will be done in compliance w' p cable lastir ction and zoning. Xc, hQ PRINT NAM OF OWNER O QR/QUAJ 1ER SIGNATURE OF OWNER OR CONTRACT QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME TTFUS l/ DAY OFF 6-R WUO HAS PRODUCED r (/�C� AS SIGNA'I M OF NOTARY TITLE: NOTARY PUBLIC �\ SLCPDSD Revised 96A 2010 � h �, BY, 1 / (/���WHO I PERSONY KNOWN TO ME COMMISSION NUMBER — MY COMMISSION # DD 852587 EXPIRES: March 22, 2013 Bonded Thru Notary public Underwriters .j,, 1, NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those. activities that is. not otherwise included under a primary building permit. This application for Permit may not be used for any activity' that nlcludes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS:......... ...................................... Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................... Indicate the name and address of the owner of -the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: ......... I .......................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department,. at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS EXISTING RESIDENCES All shutters must be installed and in place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION:OR-INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 PAUL WELCH INC. Mechanical * Electrical * Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Fax (772) 785-9933 July 29, 2011 Re: Shutter Installation @ 10200 S. Ocean Dr. Unit #101 Jensen Beach, FL Owner: Deuche Bank Contractor: Miranda Construction Development Inc. (772) 370-3074 SCOPE OF WORK: Install accordion shutter system at existing covered porch area between existing posts (2 openings between posts), and install shutters at 2 windows (4 o emngs total). PROJECT DATA: Maximum existing post spacing: 15'-0" Shutters: Town and Country Industries 6.8 Accordion, FL# 10753.1. Maximum shutter span (height): 13'-0" Maximum design pressure for openings (PSF): + 40.7 / - 44.1 Design pressure for shutters (per FL 10753.1): +/- 54.3 0 Note: All installations to be in accordance with the Florida Building Code 2007/2009At approval FL#10753.1, and manufactures installation instructions. Submitted by: PAUL WELCH INC. Pau Welch, P.E. Reg. No 29945 PW:PJ Florida Building Code Online;--, Page 1 of 2 Product ADDraval Memi > Product or Application Search > Application List > Application Detail FL# Application Type Code Version j Application Status L „. ,.. .µ Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL10753-R3 Revision 2007 Approved ii Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Tom Johnston tomj@tc-alum.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C71 Evaluation Report - Hardcopy Received Vladimir John 'Knezevich PE-10983 National Accreditation & Management Institute, 12/31/2011 ORLANDO L. BLANCO, P.E. Cf Validation Checklist - Hardcopy Received FL1.0753 R3 COI 201.0 Certificate of Indeoendence-FBC.prl Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2005 2005 2002 1994 1994 1994 httn://www.floridabuildine.org/nr/nr am dtl.asnx?naram=wGEVXOwtDavldAvIteOYO... 7/15/2011 Florida building Code OnlinePage 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised . _......................... _............. _..... . .................. _...... _.. _. Summary of Products Method 1 Option D 09/08/2010 10/19/2010 09/20/2010 10/24/2010 06/21/2011 FL # Model, Number or Name Description 10753.1 116.8 Accordion jBi folding aluminum accordion shutter Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10753 R3 II 08-225 REV2.odf Approved for use outside HVHZ: Yes Verified By: V. John Knezevich PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See tables 1 and 3 on page 1 of 12 for design FL10753 R3 AE 68 HVHZ Report 08-225 rev-2.odf Created by Independent Third Party: Yes pressures vs span __......------------ . _.........----- Fiacic Piext Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovriaht Statement I Accessibility Statement I Plua-in Software I Customer Service Survey I Contact Us Product Approval Accepts: °2 W R s srcn:rst} ; R.u_a: Yati5f4n� � � TtU SSbA httn://www.floridabuildine.orL/nr/nr anti dtl.asnx?naram=wGEVXOwtDavldAvIteOYO... 7/15/2011 T A 1! L E 1 HVHZ MANDATORY COMPLIANCE ACCORDION SHUTTER SPAN SCHEDULE ASCII HVHZ HVHZ HVHZ DESIGN POSITIVE POSITIVE NEGATIVE WIND WIND LOAD WIND LOAD WIND LOAD LOAD WITH WITH ALL UNIMMATE for & I ONDITION W L 1Rt4(. L. Ria16 L max. (P.SX.) (FT -IN) (FT -IN) (FT -IN) 45.0 54.3 T A HVHZ B E EMANDATORY COMPLIANCE `, 2 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD ACTUAL MIN. SEPARATION SHUTTER FROM GLASS FOR SPAN INSTALLATIONS S 41 30'" ABOVE GRADE MIN. SEPARATION FROM GLASS FOR INSTALLATIONS > 30'-0" ABOVE GRADE (W) (P.S.F.) (L) (fT-IN) (INN (IM) 29.3 11•11 1 3.3/4 3.318 30.0 5-0 3 1 6.3 2.1/4 1-318 1" j 2•I/9 1-314 12.11 3.3/4 3.112 50.0 5-0 3 1-1/8 8.3 2.1/4 1-513 9.0 2-114 2 II-S 3-3/4 3-1/2 70.0 5-0 3 1.118 7-0 3 1-1/2 8-3 2.1/4 1.314 lab 3-3/4 90.0 6-0 3 1-Ue 7.0 3 1.5l8 8-3 2-1/4 2-1/4 9.10 3-1/2 - 3-1/2 130.0 SD I 3 1.1(4 60 3 1-3/8 8-3 2.1/2 2-1/2 3.119 _._.__.__--. 3� 1/4 120.0 7.0 3 1-314 . B-3 2.5/8 2518 8-9 3 3 HVHZ-(TABLES 1 & 2 ONLY) TABLE NOTES: HURRICANE PROTECTION 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. WIND LOADS: DETERMINE POSITIVE AND NEGATIVE WIND LOAD FROM ASCE 7. 3. SPAN: IN TABLE 1, ENTER POSITIVE AND NEGATIVE WIND LOADS AND READ ACROSS TO THE APPROPRIATE COLUMN TO DETERMINE MAX. SHUTTER SPAN (BLADE LENGTH). 4. REVERSING: THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT ON THE INSIDE OF A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD, FOR THIS CONDITION YOU MUST ENSURE THAT THE SPANS IN THE APPROPRIATE POSITIVE COLUMN OF TABLE 1 ARE APPLIED IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND THE SPANS INTHE NEGATIVE COLUMN OF TABLE 1 ARE APPLIED IN THE DIRECTION AWAY FROM THE HOST STRUCTURE, S. SEPARATION TO GLASS: DETERMINE SEPARATION FROM GLASS VALUE IN TABLE 2 WITH THE APPROPRIATE POSITIVE LOAD AND SHUTTER SPAN. 6. FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE LINEAR INTERPOLATION TO DETERMINE SPANS AND SEPARATION FROM GLASS, EXCEPT FOR LESS THAN 30 FT. WHERE INTERPOLATION IS NOT ALLOWED AND THE NEXT HIGHER LOAD MUST BE USED. ' i NON-HVHZ & ASTM Wind Zone 4 ACCORDION SHUTTER SPAN SCHEDULE ASCE 7 DESIGN WIND LOAD POSIriVE & NEGATIVE WIND LOAD ALL MOUNTING CONDITIONS W (PS.F.j _. E max. (F7�• IN) Inl[O�CD-159. �1310,% 550 12-il 60.0 12.4 65.0 11-10 70.0 11.5 I_ I 75.0 11-0 80.0 10-8 85.0 10-4 90.0 10-1 95,0 9-10 100.0 9.7 105.0 9-4. ! 110.0 9-1 115.0 8-11 120.0 8-9 12S.0 8-6 130.0 6.4 I35.0 8-3 I40.0 7-11 145.0 7-8 150.0 7-5 155.0 7-2 160.0 6-11 I 165.0 6-9 170A 6-6 175.0 6-4 180.0 6-2 185.0 6.0 F7719R.0 S-IO 195.0 5-8 200.0 5-6 NON-HVHZ & ASTM WIND ZONE 4 - (TABLES 3 & 4 ONLY) TABLE NOTES: LNON•HVH2: DEFINED AS ALL LOCATIONS OTHER TIM MIAMI•DADE. COUNTY AND BROWARD COUNTY FLORIDA, 2.MLINEL LOADS: DETERMINE POSITIVE AND NEGATIVE WIND LOADS FROM ASCE 7. 3.SPAW IN TABLE 3, ENTER NEGATIVE WINO LOAD ONLY, DETERMINED PCQM ASCE 7, THEN MOVE ACROSS TO SELECT THE ALLOWABLE SHUTTER SPAN (BLADE LENGTH). NON-HVHZ ASTM Wind Zone 4 -ONLY MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD ACTUAL SHUTTER SPAN MIN. SEPARATION FROM CLASS FOR INSTALLATIONS ABOVE GRADE MIN. SEPARATION FROM GLASS FOR INSTALLATIONS ABOVE GRADE (W) (PS.F.) (L) (FT - IN) DN.) S-0 3 1 10-0 2-1 4 13.0 3.3.14 3-Il2 5-0 3 40.0 8.3 2-1/4 9-0 2-1/4 1 1-3/4 100 2-114 2.1!8 11-0 3.314 2-5/8 13-0 4.119 4-114 j 1-1/8 8.3 I 4 2-1/4 1 1-5/3 9-0 2-114 1 2 50.0 10-0 2-3/e 1 2-318 11-0 3-314 3-1/8 13-0 5-IJT1 - 5-IV8 5-0 3 1.118 60.0 8-3 2-1/4 1-114 9 o 10-0 z-u4 2-314 z-LLB i 2-3/4 12.4 _ 5 5 5-0 3 1-1/8 70.0 7-0 2-1(4 1-112 83 2-1/4 1-3/4 11-5 4-1/2 4-1/2 5-0 3 1-1/8 90.0 70 2-1/4 1-58 16-1._.__ 3-314 3-5/8 5-0 3 1-1/4 110.0 7-0 2-1/4 1.314 8-3 2-1/2 2-1/2 9-1 3-1/4 3.1/4 5-0 3 1-1/4 120.0 2 2-1/4 1-3/4 8-3 2-SVS ` 8.9 3 3 •/.REVERSING: THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AM'Yg OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT ON THE INSIDE Of A WOOD OR CONQIETE BEl'4 VRTH THE BACK OF THE SLAT FACING OUTWARD, FOR THIS C01WITION IN ASTM WIND ZONE 4, USE THE APPROPRIATE POSITIVE LOAD/NWATIVE LOAD AND SHUTTER SPANS IN THE APPROPRIATE POSITIVE LOilMN. OF TABLE 4. : -4 aJ 5. SEPARATION TO GLASS: (TABLE 2 or 4) IS NOT REQUIRED IN VATIC Z NY�"U, THRU 3 (140 MPH WIND SPEED OR LESS). SEPARATION FROM GAS 61, 4 is REQUIRED FOR WIND ZONE 4 441 MDH OR GREATER WIND SPEED) `^ ENTER TABLE 4'NITH THE DESIGN POSITIVE. LOAD AND READ ACROSS fkIj THE SEPARATION FROM GLASS VALUE IN COLUMNS 1 OR 2 (WHICHEVE4'Ij^ APPROPRIATE). 2.1 6.FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE THE NEXT HIGHER LOAD OR USE LINEAR INTERPOLATION TO DETERMINE ALLOWABLE SHUTTER SPAN. 08-225 Shea I o/ 12 GENERAL NOTES: 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A FLORIDA BUILDING CODE PRODUCT APPROVAL, FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) & NON -HIGH VELOCITY HURRICANE ZONE (NON-HVHZ). 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) AND THE INTERNATIONAL RESIDENTIAL CODE (IRC). 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 4. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) REQUIREMENTS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996-05. 5. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886-05/E1996.05/E330-02. 6, 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 ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 7, THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 8, USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G1S-23 OF THE FLORIDA ADMINISTRATIVE CODE. 9. 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. IO.ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION,. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY IND. FORT LAUDERDALE, FL MISSILE "D" - ASTM E1886, E1996 & E330 TAS 201,202 & 203 FLORIDA BUILDING CODE APPROVED 13.ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., VJITH A MINIMUM Fy OF 20 K.S.I. 14.ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16" 0 5052 ALUM. ALLOY. IS. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SEE PAGE 5 FOR LOCK LOCATIONS AND DETAILS. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS, I&THE ACCORDION SHUTTERS MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT EXTRUSIONS ON INSIDE OF WOOD OR CONCRETE BEAM WITH BACK OF SHUTTER FACING OUTSIDE (SEE PAGE 5 - TYPICAL PLAN VIEW). 19. DETAIL 5 to 12, 16 & 27 on page 3 to 4, MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. VARIES - NO LIMIT a¢ in r �a wo F- =w X F- Q f— F w w 110 LOCKING TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. TRACK N W BOTTOM TRACK 08-225 sheet 2 of 12 2 874" PROJECTION VARIES 4.874' 125" E 1.825" in .100" •oc1:708" N I � .068•. ' t. s N .095" .- I ,. N ' s m - __'�.095�#k .97 1.0686 4 OBUILD OUT WALL SCALE: HALF SIZE 3 O HEAVY 2-LEG WALL LITE 2-LEG WALL U4 C HEAVY HEADER/SILL O LITE HEADER/SILL SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.195" i .400" - 105'• 1.230" TYP. .875" 3.635" 2.3001, ,L--.250" 4. 10" Oj SILL O8 SILL ADAPTER SCALE: HALF SIZE SCALE: HALF SIZE OEXTENDED SILL SCALE: HALF SIZE 4.603" 30.225' �314" 4.140" 04R 35" .06 258" .1 ." .03OR .054" --- 022'" 1.625'• .069" 13 TYP. 6.8 SLAT/BLADE t7 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE .130' 4.5101, 4.102" �71 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE: HALF SIZE M Mini Pr i-N%Mir)mmmto rLn1VIK.v ,o ,h%rAIDOM\Tnwn .3' 14 CEILING HEADER/SILL SCALE: HALF SIZE _... .105' N TYP N l 4.510' I 10 EXTENDED SILL ADAPTOR �� MID SILL SCALE: HALF SIZE SCALE: HALF SIZE 0.080' c .682' I .630' .096' R 2.822' x 0.115' 16 RADIUS CEILING HEADER/SILL ° 0.096' SCALE: HALF SIZE N .180' 0.080' Oi .420' Tg WALL SILL CLIP SCALE: HALF SIZE x. W • .E}'-.085' li?: �}�4• in Z `r k 0 4.510'F a- � ` l 12 MID SILL ADAPTOR ` SCALE: HALF SIZE 1,570' 0.080 18b WALL SILL: '.08o' SCALE: HAL S�SZE f _ uSEP 06 20101 os-225 sheet 3 Of 12 lU i 5' MAX. L DTg ANGLE SCALE: HALF SIZE �.3750 2.OSA' #10-24 THUMB SCREW tu Z I i w .Ob2' tVJ a 20 RECESS SILL FOR USE WITH SCALE: HALF SIZE ® AND (9 ONLY 21 SLIDE ROD SCALE: HALF SIZE 187s•• 1125,. 0 VARIES WHERE LOCK PINS ARE USED. THEY ARE ENGAGED IN THE STACKED POSITION & AREN'T REO'D IN THE CLOSED POSITION. 25 OPTIONAL ALUMINUM OR PVC LOCK PIN FOR 29A+29B SCALE HALF SIZE 1.110' 1.084' N 1.068' 3.443' .623' U43.476' 29b 2003 6.8 CENTER MATE 30 UNIMATE LOCK SCALE: HALF SIZE SCALE: HALF SIZE .357' 1.276!17' 26 BOX CENTER INSERT SCALE: HALF SIZE 1.9 B' .236' 1.710' iD m u, .284 n 0 26; T v. N .L60' 1.001' ,062' ,Ny 3T MALE BOX CENTER SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY o �' .3200 HOLE .DSO"q.2"B40" NYLON WHEEL TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 22 ROLLER ASSEMBLY SCALE- HALF SIZE ".250' ;, Rlss' S0O- N ri 2.250' N N 2.750' 27 RAINGUARD SCALE: HALF SIZE 32 FEMALE BOX.CENTER SCALE: HALF SIZE 1.950'• .r-�'-280" 0 ow- V O CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED NOTE: HAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED INSIDE, NYLON WASHER CR ALUMINUM (NYLON BUSHING OPTIONAL) )IIL14 x 2-3/4" 410 HT S.S. INSERTS SCREW W/ INTO TC ULTRACOTE COATING TRACK (TYP TOP & BOTTOM) NYLON BUSHING W/ WASHER: 7/16"0 x 1/2" @ INTERIOR JOINT TOP 7/16'•0 x 1" INTERIOR JOINT BOTTOM EITHER CAN BE@USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE. HALF SIZE 23 BRASS PUSH LOCK SCALE: HALF SIZE 4.000' _ Ali.500' dj 2.000' 28 DECORATIVE FLOOR TRACK SCALE: HALF SIZE 33 OUTSIDE CENTER MATE SCALE- HALF SIZE 7/16"0 STAINLESS-1 5.500' x 13/16' WFD�E, f--{.400' STEEL NUT 0 8 A HEAD STYLE VAfl1E5 30 38 THUMB SCREW SCALE: FULL SIZE .250''i..'i in 1/4-2Ox1 OR 5/16-180 N MACHINE SCREW STAINLESS .188 S/ 16•'O INTERNAL STEEL THREAD o 1 YP• POWDER COATED. ZINC DIE-CAST 37 T-SCREW INSERT _ 4,500' }--,F,689' SCALE: FULL SIZE N SECTION A DELTA MODEL S STEM 36 T-LOCK ADAPTER INDUSTRIAL SYSTEMS (OPTIONAL) 7.000' 3j BOX LOCK SCALE: HALF SIZE SCALE: HALF SIZE 39 2X7 ANGLE SCALE: HALF SIZE 11 x 17. 1:1 l.ua' {{{ 1.048' .S6B' 3.444' DgD OLD 6.8 CENTER MATE SCALE: HALF SIZE is `I 34 INSIDE CENTER MATE SCALE: HALF SIZE i " Z�E" 4oD 4obq4k�l ST$: 6SEP 06 2010 2" & 3" EXT°' " 1;E`�'115R001 m "ALE: HALF SIZE 08.225 v FASTENER @ 18" O.C. EXISTING GLAS (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). AlT a 17 °aao (INSIDE —BACK) OF iz 13 13 6110" (TYP.1 { . 1-1/2•' MIN. FOR CONCRETE (OUTSIDE —FRONT) OR BLOCK AND 3/4" MIN. FOR WOOD TYPICAL PLAN VIEW SCALE: 3" = V-0'• USE (1) BRASS PUSH LOCK OR (i 5/16-18 THUMB SCREW I O THREADED INSERT 37 AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER ml FOR CONCRETE AND 3/4" MIN. EXISTING GLASS DIR CTION I sILl/, (INSIDE) W Ian NGL LEG II H ,l 17 u -- M� . 0.093'• THICK 6063-T6 A UM. ANGLE 1" x 1" MIN. O 2" x S•' MAX. (ANGLE LEG 4. 29a 29b AY BE REVERSED) 9 ASTENER (al IS" O.C. VT. (USE ANY ANCHOR SHOWN 13 IN ANCHOR SCHEDULE), #12 x 1/2•• GALVANIZED BOTTOM 1/4-20 THUMBSCREW (OUTSIDE) OR S.S. SMS, 3/16"0 ALUM. INTO CENTERMATES 1/3 1/4-20x1 THUMBSCREW INTO POP RIVET, OR 1/t.-20 TO 2/3 SHUTTER SPAN THREADED HOLE. LOCATED @ MACHINE BOLT & NUT MULTIPLE 1/3 SPAN To 2/3 SPANFROM @ 16" O.C. SHUTTER ASSEMBLY BOTTOM OF SHUTTER FOR BLADES SCALE: 3" = V-0" s W-3". USE TWO THUMBSCREWS ON BLADES > e'-3•', ONE @ 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES GF BLADE, TYPICAL. FOR LOCKING SHOWN ON RANDOM SHUTTERS, A BRASS PUSH LOCK 23 DETAILS MAY BE SUBSTITUTED SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 40. , 40b OR 40c II (INSIDE) i �o SILL V) ili tl r o_ ZD V) O z USE (1) BRASS PUSH LOCK OR (1) 5/16-18 THUMB I SCREW 0 THREADED INSERT 7 AT t/3 SPAN TO 2/3 N FROM _ BOTTOM OF SHUTTER 23 TYPICAL OUTSIDE CORNER CLOSURE CCt DETAILS WO/CORNER POST NTS 77 +v001 �` BUILDING CLOSURE FOR 804 FASTEN STARTER STRIP TO TRACK W/ E 2/#10x1" SCREWS ALTERNATE END STRIP DETAIL AT CORN R. xr10c .__....w' SCALE: 3" = t'-0.. ANY TRACK W/SCREW i 92 I 80.0 BOSSES. POP GACATCP SPANS OR LOAOS THAN 5HO WN IN i TABLE ABOVE, ENO STRIPS REQUIRE A 1'•Xt" .090- CLIP V ANGLE MIO GRAN USING ANY ANCHOR ON THE ANCHOR ' SCHCOULE B 4:4r3/4" TCK SCREW OR 1/4- BOLT j TO ENO STRi?. j I j EXISTING GLASS i 13 30 _ USE (1) BRASS PUSH LOCK— j m m� OR (1) 511166-18 THUMB (INSIDE) \ 30 13 `L5 INSERT (3710AT V3 SPAN \ SILL I 5P' 1 N'='•'LL TO 2/3 AN FROM BOTTOM OF SHUTTER teals. SILL TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST NTS g:LMiDi_ProjectsWiDisparate_CAD\V]Kne ich\CAD2008\Town_And_Country\08-225\R2-sub\08-225-OSAwg, 9,10612010 1:25:32 PM, It x 17, 1:1, www.MiDis 30 DE) 13 23 21S (OUTSI USE (1) BOX LOCK AT 1/3 f SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE, SHUTTER ASSEMBLY SCALE: 3" = 1'-O" .,,tc4yµ/715( 08-225 i;W 5 Of 12 2 FASTENERS EACH ANGLE — 1" x 2" x 1/8" OR 2" x 2" x 1/8" ALUM. ANGLE - THREE 3/16"0 ALUM POP RIVETS OR THREE #12 SMS, TYP. TABLE A (cm) PRESSURE VS ALLOWABLE LENGTH( PSF Z No°B/O p 3 No 8708• 62 V-8' 13'-8" 72 9'-2' 13'-0' 82 8'-9` 17-5' 112 B'-Y - ._.. 11'-71 _.- 120 r•9' 10'-11° 750 7'-2" 10'-2" Z00 6'-6" 913" 3/16 RIVET OR 012 SMS (nl 18" D.C. OR 1/4-20 NUT & BOLT (TYP.), ALUM. TUBE 6063-T6 ALLOY SEE TABLE B FOR SIZE. 1" x 2" x .093" 6063-T6 ALUM. ANGLE. TYP € 16.8 ACCORDION SHUTTER SYSTEM C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cl CONNECTION TYPE \ REFERENCE. ANCHOR SCHEDULE FOR MAX, _T SPACING ALUM. TUBE h I 1 6063-T6 ALLOY �� -- ----� SEE TABLE A FOR SIZE. ALTERNATE THRU BOLT wp Cl CONNECTION TYPE r >i __ REFERENCE ANCHOR -- 73 I� -_, SCHED GE FOR MAX. 11 {{L---- ----- GLASS OR DOOR - 1 r------- -- t STRUCTURE FOR 3/16"0 ALUM. POP 17 `RIVEOR 1t12 SMS 18"T O.C. (TYP.) -C II 1 ,- II I -,_(L- I i \ �� qt U SEPARATI01 TO.GLASS (ol \ --------- 5 -MAY USE MALE OR FEMALE LOCK -SLAT) ALTERNATE THRU BOLT t• zTYPICAL CORNER CLOSURE DETAILS CC.. C2 CONNECTION TYPE REFERENCE ANCHOR Cl CONNECTION TYPE REFERENCE ANCHOR r' - NTS .. SCHEDULE FOR MAX. SCHEDULE FOR MAX . TABLE B (cca) PRESSURE VS ALLOWABLE IENGTH PSF 2'244/8" WITH 810 3"x3'xl'B' WITH 6/0 62 8'-31 17-1' 72 7'-10' 111A- 82 r-6" l r3' 92 T-3" 10'-10" 102 71010'-5" 120 V-7° 9'-11, 3/16"0 ALUM. POP T RIVEOR 4l12 SMS (al Is O.C. (TYP.) 2 FASTENERS EACH ANGLE 4wl' THREE 3/16"0 ALUM. POP RIVETS OR THREE 012 SMS, TYP. x 2" x 1/8" OR 2" x 2" x 1/8" 7 ALUM.ANGLE USE MALE OR FEMALE LOCK -SLAT) (CC)4 TYPICAL CORNER CLOSURE DETAILS NTS C:\_MiDi._Pro)ecls\MiDisparate._CAD\VJKn evich\CAD2008iTown_and _Country\08-; SPACING EXISTING CONCRETE. BLOCK OR WOOD FRAMING BL MIN. FOR CONCRETE OR BL\ OR BLOCK'AND 3/4" MIN. FOR W000 FASTENER P 18" O.C. (USE ANY ANCHOR SHOWN I IN ANCHOR SCHEDULE). 1 -2" x 2" x a� 090"6063-T6 o ALUM. TUBE TYP. + Jo �a 2" x S" x 1/B" x CONTINUOUS -z�f ALUMINUM ANGLE OPTIONAL ANGLE INSII ORIENTATION TYP. #12 x 1/2" GALVANIZED �` (OUTSIDE) OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 MACHINE BOLT & NUT SIDE CLOSURE OPTIONS p 78" 0 C. SCALE: 3" a 1'-0" i10612010 1:25:36 PM. I x 17. 1:1. www.MiDisoaralecnm MACHINE BOLL' W/NUT (fit 12" O.C. OR k14 SMS (al 6" O.C. (TYP. TOP & BOTTOM) L y py C 1 U I 0 7 p > -i M> 47{z xO z 2wC Icy c' NN�w -sue •�i ID �OR = 0 R 16� in ^; v 1/4" MAX. FROM PIN 2 GU:OE TO BUSHING WASHER (TYP.) 19 Lu A \ y Oa '-K14x3/4- SMS'iot 9" D.C. \ ANGLE TO TUBE CONNECTION Iku �•` 6063-T6 ALUM TUBE NECTION TYPE NCE ANCHOR U. e v ..... 1LF FOR MAX. Cb ALTERNATE BUILD OUT MOUNT SECTION c C tjok tO SCALE-3"- 1'- 0" C 08-225 AeM 6 of 12 6.8 ACCORDION SHUTTER SYSTEM C2 CONNECTION TYPE O 0 REFERENCE ANCHOR EXISTING = SCHEDULE FOR MAX. STRUCTURE SPACING 5" MAX. 1/»-20 MACHINE BOLT GLASS o: 0" N r GLASS FOR A� Cl CONNECTION TYPE OR DOOR FLYt 9S� F u m r OR DOOR Wmd 2cne 4 w� �:^ REFERENCE ANCHOR ' t9 W/NUT 9 12" D.0 OR um>w_ Fw111l11» SCHEDULE FOR MAX, I 0 414 SMS 6" D.C. Wind Zae 4 F- a -- q I .:I N SFF. TABLE a r m S o SEE TABLE 4 z .- m 0 SPACING a 73 x °1 Q'- a = 11 FOR 1� 13 _ _ _ - /2' ITYP. TOP & BOTTOM) F & FOR JJSMZ In w a w r > SEE TABLE 2 = r Z.— SEEw N <€ 1/4"-20 THRU BOLT W/ TABLE 2 x I^ T- FOR MIN. N t7 0 N u - =- 2 Q '"•+< m #12 z 1/2" SMS 12" O.C. Z m w 'LOCK NUT 12" O.C. OR FOR M`N' a = W Q 0 z @ SEPARATION Ji w o: z a to r ^^__ 1•ti ,va ``''E SEPARATION E r r r o OR 3/ 16"a' ALUM. POP TO GLASS < u aR OOJ U 012 x 1/2" SMS 12" O.C. E.S. TO GLASS 0-i- ? RIVETS 6" O.C. OR 1/4"0 i oar OR 3/16"m ALUM. POP Z @ a 14 OR 76 u.o i RIVETS @ 6" O.C. E.S. �0 ALUM. POP RIVETS P 12" O.C. lul �, i� O = J� •tt: OR 1/4"0 ALUM. POP RIVETS / — N 71 AND O2 12" D.C. E.S. 1/4" MAX. FROM PIN F04 A-° w;r w m Go--�C`•'.., MAX. FROM PIN ASSEMBLY 1Ynd Zone 4 1g r w�7 ¢ -* / 11 " 1/y 7yp, GUIDE TO BUSHING O9 AND 10 GUIDE TO BUSHING SEE TABtf 0 I- jy w 0 a-+^Y wMCONNECI]ON WASHER (TYP.i &FOR H2jL 0 3: F cre) i ASSEMBLY '--""-'— WASHER ITYP.) m GLASS SEf TABtf2=FIZ u1/2" t/2" TYP. EXISTING CONCRETE, I 10 w v' LOR WOOD FRAMING 4 CONNECTION TYPE OR DOOR FOR MIN. - wio Z m U S5>REFERENCE ANCHOR SEPARATION �' SCHEDULE FOR MAX. TO GLASS3CONNECTION TYPE _ REFERENCE ANCHOR - SPACING AS SHOWNEDGE TYPE €N DIAGRAM ON PG. 10) SCHEDULE FOR MAX. DIST REFERENCE ANCHOR N o SPACING AS SHOWN SCHEDULE FOR MAX. wr CONNECTION TYPE IN DIAGRAM ON PG. 10) SPACING. ALT. FASTENER 0 SQOR©OR r b= !J REFERENCE ANCHOR EXISTING CONCRETE, LOCATION. FRONT AND w m ® r SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING BACK ANCHORS NOT REQ'D _ _ 0 16 . 1/4" MAX. FROM PIN r/r�// f,e" 4 / SPACING. ALT. FASTENER WITH THIS LOCATION - 2" li c`.•; / © ClCONNECTION TYPE GUIDE TO BUSHING LOCATION. FRONT AND REFERENCE ANCHO c Z; WASHER ITYP.) $ g FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MA t9 WITH THIS LOCATION ku PIN GUIDE TO SCALE : 3"= 1'- 0" SPAC 2 CONNECTION TYPE ---p BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR y I i ITYP'! SCALE : 3"= 1'- 0" SCHEDULE FOR MAX. (rCy EXISTING CONCRETE, SPACING Lu x`• ° «„� BLOCK OR WOOD FRAMING EMBED. / CD BUILD OUT MOUNT SECTION ��—� TYP. BOTTOM = EXISTING CONCRETE. SCALE: 3"= T'- 0" BLOCK OR WOOD FRAMING +� • h• ,�' O S6yX EXISTING CONCRETE, A- EXISTING BLOCK OR WOOD FRAMING EDGE DIST I C EMBED. 7 CONNECTION TYPE 11, CONNE^PO E STRUCTURE ¢ REFERENCE ANCHOR EMBED.' y CONNEC110N TYPE V REFERENCE ANCHOR V SCHEDULE FOR MAX. W E E SPACINGE FOR MAX. SCHEDULEFORMAX. SPACING AS SHOWN -- - a SPACING O •+ AC -- IN DIAGRAM ON PG. 9) � jy �t4 76 _ OOR 2O Ix '' 3 4 GLASS FOR OR DOOR Yhrxl Zon 4 r 0 0 tY . . -fir 'a i i SEE TABLE 4 13 j w M. K W i 0 N w # 12 x 1/2" SMS (nl 12" @ FOR _ w w w o rw O.C. OR 3/i6"m ALUM. = Zuw Q FOR �jyA rwD�¢ eki i rum SEE TABLE 2 a p N u fl t 13 r w F. w» POP RIVETS 6" O.C. N 0 H o, 4 �_QB u1N,_ o z m GLASS OR S ,- o zi ±) r FOR g M j m o OR 1/4"P ALUM. POP SEPARATION Q o q POOR SEE T N N w N�� GLASS II SEEdTAOLE 4 t3 N z w RIVETS (off 12" O.C. TO CLASS % N SEE TABLE Ximzm OR DOOR—f� & FOX210 .0 N" FOR MIN. Q SEE X Z Q Z m O O ARA71ON 1/4-20 S.S. MACHINE F�a a!Q- 7 AND 8 7/4" MAX. FROM PIN TO GLASS �u Mi I i ___. SCREW &NUT (rD SEPARATIONS uy ASSEMBLY J t/2" GUiOE 70 BUSHING Q _ c,"'"°"""9""' 12" O.C. - a TYP. WASHER (TYP.! w �t�A" yg�r!�e�gp �� i 4" MAX FROM PIN m 0 11/4" MAX. FROM PIN •.. II 4 CONNECTION TYPE w I7 1/2' GUIDE TO BUSHINGUIDE TO BUSHINGASHER (TYP.) EDGE REFERENCE ANCHOR1�JR 2O WASHER {TYP.I XISTING CONCRETESCHEDULE FOR MAX.DIST.LOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN '�C2,CONNECTION TYPERAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR ® OR REFERENCE ANCHOR SCHEDULE FOR MAX.3" x 3" x 1/4" CON 7,3 CONNECTION TYPE #12 x 1/2" SMS (al 12" SCHEDULE FOR MAX. SPACING6063-T6 ALUM. ANGLEEFERENCE ANCHOR D.C. OR 3/16"N ALUM. SPACING. ALT. FASTENER EXISTING CONCRETE, (MAY BE REVERSED CHEDULE FOR MAX. POP RIVETS (al 6" O.C. LOCATION. FRONT AND BLOCK OR WOOD FRAMING ;�C. AS SHOWN DASHED) 1 SPACING OR 1/4"0 ALUM. POP BACK ANCHORS NOT REO'D ; a°�°0., cSEP 06 2010„ RIVETS (ul 72" O.C. WITH THIS LOCATION 'e ti?1n WALL MOUNT SECTION EILING / IFJSIDE:MbTNT SECTION Q �NL BUILDIJ1T%,1 SCALE : 3"= 1'- 0" . SC-AT.E-3"�"I- 0" - sECTION - e ".ilt�`/3sR0o6 SCALE : 3". 1'- 0" 08-225 sheet 7 of 12 C:\_MiDi_Projects\MiDisparate„CAD\V3Knezevich\CAD2008\Town_and,,,Country\08-225\R2-sub\08.225-07Avq, 9!06/2010 1:25:41 PM, 11 x 17, 1:1, yr .MiDisoarate=i 16.8 ACCORDION SHUTTER SYSTEM FOR PSIM. '4 %E TABLE a GLASS &FOR LL'rt(2 Z -� OR DOOR SEE TABLE 2 132 p ut a EXISTING STRUCTURE ALT. LEG DIRECTION SEE BEAM SCHED. & V' LJ FOR HIN.J-� C w n. n NOTE 11, THIS PAGE FOR 1/4-20 MACHINE BOLT W/NUT TIO SEPARAN „�, o = ,., ANGLE SIZE & ANCHORS @ 12" 0 C OR 014 x 3/4" 70 GLASS I-�v1Ji w : p 1/4"0 ALL POINTS I! I REO'D SMS 6" O.C. j 4 z N Q S Q o SOLID SET ANCHORS WITH 7/8" MIN. - ALUM. BEAM (SEE BEAM EMBEDMENT IN L —SCHEDULE THIS PAGE FOR X to ut = Z CONCRETE OR BEAM DESCRIPTION & o zo BLOCK ACCESS HOLE MAX. HORIZONTAL SPANS) f vV-i Zj Z p JN Q w} p] 3" MIN. 14 16 1Y w N Y 2" E0. DIST. FOR A57M Ylnd Zone 4 13 5 w > us ~ J - .1 1 1/4" MAX. FROM PIN GUIDE {7 ci SEE TABLE 4 &FOR 8N „Z ZQ = i ' TO BUSHING WASHER (TYP.) GLASS SEE TABLE 2 FOR ASS SEPARATION TO GLASS wa w14-> Vl 9i O .] E u� TWO 1/4"0 WOOD OR DOOR 1/4"0 THRU BOLTS =� mao i * USE 2X3Xi/4 OR 2X5XI/4 ANGLES FOR 2X5 & 2X6 BEAMS W 3 Y LAG SCREWS @ 24" SEE BEAM t_ w Q p USE 2X5XI/4 ANGLES FOR 2X8 & 2XIO BEAMS is _ O,C. MAX. WITH 2" SCHEDULE FOR THREADED PENETRATION 3 MIN' ED DIST. REQUIRED NUMBER 'T" INTO CENTER OF STUDS N BEAM SCHEDULE VOTES, TRUSSES 5 6 z EMS. "T' 14 SMS @ MIOSPAN BETWEEN 1416 1/4" MAX. FROM PIN GUIDE JI. USE BEAM SCHEDULE FOR DETAIL J STUDS FOR TRACK TO 1" x 4" _ TO BUSHING WASHER (TYP.) J2, TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR PLYWOOD & TUBE CONNECTION IN COMBINATION WITH OTHER CONNECTION DETAIL S W STUCCO FINISH 1" z G" x ,125" WHERE USED TOGETHER, BEAM MUST BE LIMITED 6063 ' X ALUM. TUBE _ ALUM. BEAM ISEE BEAM TO TOP BEAM SPANS. 7/4"0 ALL SCHEDULE THIS PAGE FOR THIS DETAIL MAY POINTS SOLID J3 LAP BEAMS ARE NOT ALLOWED. BEAM DESCRIPTION & H ALSO BE USED THIS DETAIL TO SE USED WHEN STUD SPAC[NG SET ANCHORS MAX, HORIZONTAL SPANS) J4 ALL BEAMS & ANGLES TO BE 6063-T6 ALLOY. OC q'T TOP EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. WITH 7/8" MIN. - 1 1/4-20 MACHINE BOLT W/ AY EMSEDMENT IN I "` SEE BEAM SCHED. & g f CONCRETE. OR I� NOTE Jt, TA PAGE FOR NUT @ 12" O.0 =E' O WALL MOUNT SECTION BLOCK ANGLE SIZE A ANCHORS OR 014 x 3/4" SMS @ 6" O.C. SCALE: 3"= 1'- 0" REWD EXISTING ACCESS HOLE wA io ALT. LEG DIRECTION s" STRUCTURE EMBED. MAX DESIGN LOAD = z 72 PSF p. '• cr £ O BEAM SPAN SECTION FOR ASd Zone 4 GLASS w ' J SCALE : 3"= l'- 0" Q SERI Wind TABLE 4 & FOR Lli)iZ, F~- <70 SEE TABLE 2 FOR YN. -OR DOOR SEPARA110N 10 GLASS 13 = In 1. EXISTING WOOD z TRUSS RAFTER 1/2" 3" 1/2" 4 a @ 24" MAX. O.C. 1-1/2' -7/2' i ii li Jlll i m EXISTING FINISN S 6 MATERIAL i 1 I it n I SIR 1/4" MAX, FROM PIN GUIDE Y' x 4I D 14 16 (TYP" x 1/8" 6063-T6 Cxi I .) AO 3i LUM, TUBE W/ THREE 1; / �' I tw TO BUSHING WASHER 1/4" TILE (TYP.1 1/4"0 WOOD LAG W ,y I 1 FINISHMATERIAL SCREWS WITH 2-3/4" AL'EINAT�, /I MINIMUM THREADED �i 3/4" PLYWOOD PENETR. "T" IN WOOD 1/4"0 A325 GRADE THRU BOLT @ 8" D.C. EACH RAFTER OF TRUSS %;:� OR 5/16"0 A325 GRADE THRU BOLT 12" O.0 24" O.C. MAX. WHERE i / �° TUBE EXTENDS BEYOND, 5 6 ` ! i GALV. OR S.S. LAST TRUSS MORE THA 8", EXTEND TUBE TO ER 0 `; �_ 1/4"0 ELCO ULTRACON TO CONCRETE/CMD i:• . % -.!`' NEXT TRUSS. 6" O.C. W/1-1/4" MIN. EMS. \ w A x . ANGLE 61 THREE OR 1/4"0 LAG SCREW @ 9" D.C. W/1-7/5" ALUM. ANGLE W/ FtiR[E i LA MIN. EMS IN WOOD SG=0.42. TO 0.55 �/ r =o o SCREWS WIDTH 2G3/4" ap r x a t >� 1/4-20 S.S. MACHINE SCREW fal 13 p = i MINIMUM THREADED „{•'�' EXISTING CONCRETE, ;} 24" O.C. IN BETWEEN TRUSSES ,=f- ww PENETR, "T" IN W000 @ _ HOLLOW BLOCK OR WITH-1/2"0 ACCESS HOLE ON to u'-+ EACH RAFTER OF TRUSS, 2" x 5" x 1/8" CONT. BACKSIDE OF TUBE OR M14 SMS X z D Z m 24" O.C. MAX. WHERE WOOD FRAMING. SEE Z. wf+'. ANCHOR SCHED. BASED ALUM. ANGLE 16063-T61 @ 24" O.C. MAX. IN BETWEEN Q r ANGLE EXTENDS BEYOND ON TYPE OF STRUCTURE £ m LAST TRUSS MORE THAN B", EXTEND ANGLE TO >} 3 °. 4SEP 06 2010.: IMAX. DESIGN LOAD a 72 P.S.F.) 72 P.S.F.) NEXT TRUSS.a1yVAf _ OPASS THRU DETAIL (MAX. DESIGN LOAD x SCALE : 3"= 1'- 0" O TRUSS MOUNT SECTION SCALE : 3"= l'- 0" 08-iz5 sheet 8 of 12 C:\_MiDi_ProjearNMiDfsparate_CAD%VJKnezevich\C'AD2008\Town_and CountryXOB.225�R25ubW&225-08Awg, 9/05,12010 1:25W6 PPP, 11 x 17, 1: 1, vnvw.MiDispwatecom • _. :' WIN it�F�¢v�sait•E>•o®� Erg Mom msa1=11=1©gym or] ml m-m >•MIMI�iE�it•� IM11MI R� GLASS OR O N Y DOGR FOR 6S1L u=mr w > w 1 Ylmd 20 od SEC TABLE 4 FOR HvdZ a m = SEE TABLE LE z a w = FOR VW. w ¢ o z TOARGLA TOSS rr z v=i CON (al 24" -L1� -1/4" MIN. --.-L _ CONCRETE OR NIY. WOOD & WOOD ANCHORS GIST. ` ORECESS SILL DETAIL 1 SCALE - 3"= 1'- 0" D \ 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) E'er TYP. BOTTOM GLASS OR DOOR FOR g 7$� Wmd gene 4 SEE TABLE 4 & fox { f SEE TABLE 2 ¢ w FOR m. H mJ SEPARATION C J r a 10 CLASS r �r w w -mo 13 u� a J a z CT CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FDR MAX. Q vai SPACING 2so•' -`� CS CONNECTION TYPE w N F REFERENCE ANCHOR •! SCHEDULE FOR MAX. O w 1 98 2 •• w-- ' -- —------- rm I wra 1 � I win 1 I w Z o N o 4" MIN. < RADEUS HEADER MOUNTED a PARTIAL ELEVATION SCALE: 3" = 1'-O" SPACING EXISTING .STRUCTURE -BLOCKNG CONCRETE OR FRA/ BLOCK NOT A O7 A ODECORATIVE FL SCALE : 3"= V- 0" OWALL MOUNT SILL DETAIL EXISTING FINISH SCALE : 3"= V- 0" MATERIAL S&R©CUT IN 4- INTERVALS TO Folk" (SEE DETAR_ 9 P FOR ADDITIONAL. INF01. TY TOP & BOTTOM. FASTENER @ EACH 4" CUT SEE ANCHOR SCHEDULE BASED OVERIFY ANCHOROSPACING O IS ACCEPTABLE EXISTING FINISH MATERIAL- 1"xt"xt/8" & 1"x2"x9/B" ` 6063-TB ALUM. ANGLE CUT TO MATCH AND PROVIDE SUPPORT 1"xt"xl/0" & 1"x2"xl/B" 6063-T6 ALUM, ANGLE CUT TO j OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT FRONT AND BACK. WHERE FRONT OF EXTRUSION IS OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE I SlNTUlUl NOT REQUIRE INFORCEMENT L FRONT OF EXTRUSION IS CONTINUOUS REINFDRCEMENT IS NOT RE OUIRED. 0© N (DO 77! APPROVED MOUNTING MB CONDITION, MIN. OF TWO PER PIECE %MH. APPROVED MOUNTING CONDITION, MIN, OF TWO PER IECAPPROVED FASTENER AND '- APPROVED FASTENER AND SPACING WITH A MINIMUM OF FASTENERS PER CUT TT WOE SPACING WITH A MINIMUM OF TP FASTENERS PER CUT O TYP. SECTION FOR SHUTTERS P7 TYP. ALTERNATE SECTION FOR SHUTTERS P2 SCALE: 3' = V-O' SCALE: 3" = 1'-O' C:\_MiDi_Ptojects\MiDispamte_CAD\V]Knezevich\CAD2008\Town and, Country\O8-225\R2sub\0&225-09AW, 9106/2010 1:25:51 PM, 11 x ill 1/4" MAX. FROM PIN GLIIDE TO BUSHING WASHER (TYP.) W ed - n UJI 4f Ow � '�•��m-aa �Z~Z� 3 cc m V Q 1/4" MAX. FROM PIN GUIDE � TO HUSHING WASHER TYP.1 W/ NU MACHINE BOLT W/ NUT (c1 2" O.C. CUT A7 INTERVALS T M CURVE (SEEDETAIL Pt P© 1 V- 0"• P i . SEP 06�20 08-225 sheet 9 Cf 12 BLOCK REQUIREMENTS SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) (SEE NOTE 1) , CONNECTION NOTE 3) CONNECTION 3 , L I CONNECTION (SEE NOTE 3) CO-R'(SEE (SEE NOTE 3) NNW mom l•=,ii i 1! t t • I 11: 1: • 1: • 1. I • ! 1 g ©iii//®®mmmmm©©�©©i©© � H1111HS153M143tt111m i/j.00©©000©©a© • r r• rer I.1 . . I 1 III . .) .. .. .. L� •.: •• I �mmmmmmmm�mmm©© mmmmmmmm©��© mmm©oamo©��©�°© . I :•, 1 iii CiiLiii7lAHli1{11AIU' .. ... I.I •.. ' ' mmmmmmme��©vs �mmommmmo�a�o©v mmm©oo®v©��©av ANCHOR SCHEDULE FOR WOOD SG =0.42 MIN. MAIOMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3(4° EDGE DISTANCE (Y� SPANS UP TO SPANS UP TO SPANS UP TO ANCHOR TYPE&MINIMUM P.S.F. 6' .17S is ��.,1�• R ND WIhD05'! i E7^,BLY RIC!AYGUTAR WINDOYl ASSEM6LY ;r....03< .032°....Y:. .' 196 / % ♦♦ ,_:: (EXTERIOR) 4.603' 4.E03' ....._; �� ..,. # {...... TOP EDGE Of TOP (INTERIOR) �'� ACCORDION MADE ACNR0. ON BiAOF. 1 t Ass 41 LIGHT-N-VIEW WINDOW scuE: HALF sI2E @BLADE WITH ROUND WINDOW SCALE: 3' �.16r 093 % .:g .020' (EXT.) y (TNT.) I i N� G c S RE' IVEg HOLE CCANGJIAR WINDOlASSEML'Y) RECTANG3LAR WINDCWASSEMBLY \BLADE WITH RECTANGULAR WINDOW PROVED SHUTTER CENTER MATES pp'-1SELTI0N RECTANGULAR WINDOW FRAME BLOW-UP DETAIL TYPICAL PLAN VIEW OF ACCORDION WITH WINDOWS !A•SC'ALE: HAL 512E Si;`LE: HRLF SIZE B Y�5LE: 2:1 SCALE: 3'=I'-0° ,RLMiOi_Projeas\Mil)ispara!z CAD\VJKnezevich\CAD20081Town_and Country\08-225\R2-sub\08.225.IZAvg, 91061'2010 1:26:06 PM, 11 x 17, 1:1, vrviw.MiOisvarate.com -- 2.675" CIA. POLE!(0 RECEIVE r-- ISOO" x 6.LV0" HOLE 11'0 RECEIVE RCUND SYINDOYI INF. R£CI'AlIGN-AR WIN0045'ASSE:'•t?LY) 11111107:�ER3INDDVS P:R . + �dtY OTFfOEFR 9VlLL �V+S PER VARIES ACCORDION ELEVATION WITH WINDOWS SDLE 112. =1--a• GENERAL.fKA'S; I. THESE EVALUATION DOOJMENTS FOR THE ISSUANCE O FLORIDA 8 TIDING CODE PRODUCT PRESENTA RSYSTEM APPROVAL SIONS SET THISITHOPROW56UCT IS SUITABLE FOR INSTANALYZED WITH THE WAl1A'10 N AREAS OF THE HIGH VELOCITY hJRMNE Z05E (HVIQ & NON -HIGH VELOCITY HURRICANE ZONE (hw-H'Vlin. 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FS5QC} REQJIRc4ENT5, INCLUDING T-iE HIGH VELOCITY HURRICANE ZONE (HN4Z). T? IS SYSTEM MEETS MISSILE LEVEL "D' AND INCuL.uUDES WIND ZONE 4 AS DERNED IN ASTM E1996-05. 3. TESTING INAS COND JCT D IN ACCORDANCE WITH TAS 2011202,203 AN'D;STM E188E051EI996OS1E330-02. '♦1r, 4, THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS 111 COMP1.14h'CE WTiH THE INTERNATIONAL BUILDING CODE (is Y o AND THE INTERYATIONAL RESIDENCE CODE(IRC). 5. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODIRTS. T ; 6. THE ACCORDION SHUTTER MANUFACItitiNG AND TNS'ALLATTON WITH WINDOWS INSTALLED IN THE OI.Dr- (13A 13b) MUST y ALSO COMPLY WITH ALL OF THE : GENERAL NOTT5 & CONDITIONS FOUND ON ANY KA PREPARED, FBC 2OD7 PRODUCT + A?PROVEa, 6.8 ACCORDiON SHUTTER sYSTEH DRAWING. 7. THE ROUND V6YDOW, COMPONENT (41) IS MADE FROM SABIC PLASTICS SUC143!7-UL-94HB (THICKNESS SHOWT+_QY,.4 S COMPONENT D<-AX), B. THE RECTANGULAR WINDOW SHOWN IN DETAIL 13B IS MADE FROM GE%LiD LEKAN WIM 0.075' PINIMUM 9. FRAI4E FOR RE17ANGIAAR WINOCNV FLAY BE FIYLON 6OR PO LY CA R nIATEWITH A MINAIUM THICKNESS OF 0.16'_ AftCtj'y"j TO BLADE WITH (6) d4 STANLESS STEEL SCREWS OR BOLTS WITH f, 5. !•,- ' .. G7 F Q cTv U o c W ? 2E UO sz: MY LU z 0 �5gs 0 w 4�4- C9 a0 �' FhArml a1157(SJlb 08-225 sh;eY 12 of 12 Property Appraiser - St.Lucie G;»nty, FL Page 1 of 1 PROPERTY RECORD CARD Atlantis III by the Sea Condo Assoc Inc Record: «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print 1 of 1 Property Identification Site Address: 10200 S OCEAN DR 101 ParcellD: 4611-518-0001-000-8 Sec/Town/Range: 11 :37S :41 E Account #: 124275' ` Map ID: 45/11A Land Use: Condo, P„ Zoning: City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Atlantis III by the Sea Condo Assoc Inc ATLANTIS III BY THE SEA UNIT 101AND PRO-RATA SHARE IN Deutsche Bank NA TR Co COMMON ELEMENTS (OR 3284-872) Address: 10200 S Ocean Dr Jensen Beach FL 34957 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 141100 Land Value: 0 Acres: 0.02 4/7/2011 91000 0112 CT 3284 / 0872 Assessed: 141100 Building Value: 141100 6/10/2010 100 0111 CT 3209 / 2512 Ag.Credit: 0 Finished Area: 1258 SgFt 10/7/2005 365700 00 WD 2394 / 2604 Exempt: 12/15/2002 210000 00 WD 1629 / 0563 Taxable: 12/13/2000 100000 00 WD 1353 / 1194 Taxes: 2932.66 11 /13/1996 80000 00 WD 1047 / 1915 4/1/1992 71000 00 WD 0783 / 2771 11 /17/1988 51000 00 WD 0613 / 0874 11 /15/1988 66000 00 WD 0613 / 0877 1/1/1986 1200000 02 CV 0491 / 1559 ie Qom; ;cekg a� 1 I is i BUILDING INFORMATION 07 Exterior Features 3900 View: RoofCover: - RoofStruct: - Ocean View ExtType: X007-AtlaIIIBTSea YearBlt: 1982 Frame: - Grade: X07C - AtlantislllC EffYrBit: 1982 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: FullBath: 2 HeatType: AvgHt/FI: STD 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit, No. Land Use Type Measure Depth 1 0400-Condo N -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/prc.asp?prclid=451151800010008 8/1/2011