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HomeMy WebLinkAbout105 Alder CtCITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # : (,/(_// " ✓ ' Date: q - ��.5 "� 57, 1 6 2005 Job Address: /� �� /q/ ns: --.e r-.7" 1%L 1.2 77 Description of Work: ,t rrl OP S)1 L4,TZ /2— S Historic District: Zoning: Value of Work: $L 3% 9,5D Permit Type: Building . Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential —X— Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: �D ' n -5' 9 " 000013tg z (Attach Proof of Ownership & Legal Description) 2 Owners Name & Address: i - .t1 A)5 At a- ae- C7 S AIN2 JEQ Q� Qphone: 54 L// -2 Contractor Name & Address: 2 7�d�ll Ph�1, r. Phone & Fax: 110 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: r& -9w2- State License Num�0 y 9l (a n c 2 Contact Person: Sc '7eW t�5-- _Phone: L107 7YT Q 73 Phone: Fax: 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 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 of 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem of Florida Lien Law, F 713. Signature of Owner/Agent Date Signa ure of Contractor/Agent Date n� Liz Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: 'f Zoning: rtial & Date) Special Conditions: Contractor/ ProdU (Initial & Date) e�y � i Agent's Name _ ,Da o z „ ate of F1fr�BIE BLANTUNte MY COMMISSION # DD 188491 "' EXPIRES: February 25, 2007 .gentoss-NOTtFersonally•KnowWtoti+ df uvc.Co. Utilities: FD: (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel,Number Page 1 of 1 J -c VO JOHN 66N, CFA /,3vk p, ilq: &x'%b J'e aZPSYi° '� .14' •9.i h,.. ;..., ,.., .. y��y Y ROPERTY APPRAISER 3Effi.............. o'➢l L, Se:azF' ANIFL.:3Z.;;Jt-14 407-n:f _7968 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 11-20-30-5i2-0000-1320 Depreciated Bldg Value: $92,161 Owner: EVANS RONALD _E SR & SARAH E Depreciated EXFT Value: $1,905 Mailing Address: 105 ALDER CT Land value (Market): $20,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 105 ALDER CT SANFORD 32773 Just/Market Value: $114,066 Subdivision Name: HIDDEN LAKE 1?1­1,3 UNIT 5 Assessed Value (SOH): $76,863 Tax District: S1-SANFORD, , Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: .$51,863 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax 2004 VALUE SUMMARY SALES Tax Value(withoutSOH): $1,592 Deed Date Book Page Amount' Vac/Imp Qualified 2004 Tax Bill Amount: $1,017 WARRANTY DEED07/1985 01659 0554 $67 900;Improved Yes; Save Our Homes (SOH) Savings: $575 Find Comparable Sales within this Subdivision 2004 Taxable Value: $49,624 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTEE LAND, LEGAL DESCRIPTION PLAT Land Assess MethodFrontage Depth Land Units Unit Price Land Value LEG LOT 132 HIDDEN LAKE PH 3 UNIT 5 PB 2 LOT 0 0 1.000 20,000.00 �$20,000..PG1,5 40 & 41 B,U,ILD.ING'INFORMATION, Bid Num Bid Type Year Bit Fixtures'Base SF Oiross SF 'Heated SF ., Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1985,1,780 1;300.CONC BLOCK $92,161 $99,634 Appendage / Sgft GARAGE FINISHED /460 Appendage / Sgft OPEN PORCH' FINISHED /,20 EXTRA FEATURE Description . Year.Blt Units EXFT, Value Est. Cost New ALUM SCREEN PORCH W/CONC FL1,996. 320 $1,905 $2,720 NOTE: Assessed values shown are NOT certified values and'therefore. are subject to I change.before being finalized for ad valore tax purposes. *** If you recently purchased a homesteaded propert ` our,nezt ear's propert 'tax will, be based on Just/Market value. ./re_web. Seminole_county_title?parcel=11203051200001320&cpad=alder&cpad_num=105&9/16/2005 Safe -T -unlimited, H.D. Inc. 407 354-4444 office Dba: Hurricane Safe -T Shutter Company 407 248-9904 fax 5630 Spring Run Ave. Orlando, FL 32819 September 8, 2005 Mr. Ron & Sarah Evans give permission for Safe -T -Unlimited, HD Inc. to pull the necessary permit for installation of Hurricane Shutters at their property: 105 Aider Ct. Sanford, FL 32773 6 ea. .050 Aluminum Panel * 1 ea. Accordion Shutter (white) All Broward Hurricane -Manufacturer The cost for permitting will be: $ 150.00 Total Job Cost: $2,319.50 *Total Accordion cost: $1,092.00 *permit required Permit Pulled by: Safe -T -Unlimited, H.D. Inc. Homeowner Signature Thank you Sue DeLuca. PERMIT PLOT PLAN Work Otder # Date: Customer 'lG -sl ,f02 S"Samit /0,5- A14(e,r C i Scr,()Pv(i), 1%L (3,'1773 pm3� a3 (' 1 (ic-�1UT", ;5 LIC0 EI(L ('fof flpol- I-A x- 0i ( .S -p Directions: j, f J -&O rY14ft� +� J /fL,0f-2 cT��e� AccogyrrM - 6;g /&10 • /- FhJf,LS V 6L! . A -&A= Shutter Type (s):XtL 4 ((/J,P�I � J -9 1A— .j Lt J A 1� V l f i2 Top of openings above grade, all less than: 10 ft Mean Roof Height ft. Roof Slope_ deg. Building Width �' Building Depth _ Prepared By: �to-Lu n(51A a' Jerry Young Custom Homes, Inc. March 20, 2004 To Whom It May Concern: I authorize Susan Deluca to act on behalf of Jerry Young Custom Homes, Inc. This includes pulling any permits pertaining to Hurricane shutters or window protection. Douglas Jerry Young President Jerry Young Custom Homes CRC049160 STATE OF FLORIDA COUNTY OF ORANGE This document was acknowledged before me, Betty Rivera, today 6th day of June, 2005 by Douglas Jerry Young as President of Jerry Custom Homes and who presented his Florida driver's license as iden ' cati n. Notary Pu 1 : Betty Rivera BETTY RIVERA COMMISSION # DD26119935 EXPIRES 11/20/2007 BONDED THRU 1.8WNOTARYI Office 407-909-0077 • Fax 407-245-8765 7512 Dr. Phillips Blvd. Suite 50,11904 • Orlando, Florida 32819 MIAMI-DADE COUNTY, FLORIDA M I A M MADE METRO-DADE FLAGLER BUILDING 140 wF-s-r FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) �" MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Southern Metal Products, LLC 450 West McNab Road Ft. Lauderdale, Florida 33309 SCOPE: This NOA is being issued under the appli vaeweed b rules M ami Dade County Product Control Diviand regulations governing the use of sion and accepted The documentation submitted has been re y 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). uct This NOA shall not be valid after the expiration date stated �i°fin MiarrThe naDadade County Councy) reserve the Control to Division (In Miami Dade County) and/or the AHJ (in areasIf this product or material fails to perform in have this product or material tested for quality assurance purposes. P 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 Drial theirjuctin.BOAneserves the right to revoke this acceptance, if it is determined by Miami-DadedCounty ProductContat s product 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. `yDEjS CRIPTION: "Wronofgl.d-A.I_.R." Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 9446, titled "Accord n #J dated January Shutter Details ,23, 2004tsisheets I gned ndf 6, prepared by Al-Farooq Corporation, dated June 10, 1994, last revis o sealed by Humayoun Farooq, P.E., bearing the► Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 terrrunation and.removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by literature. If any portion of the NOA is displayed, then it shall the expiration date may be displayed in advertising 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 NOA # 03-0612.03 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Hclmy A. Makar, P.E. ' 02 f j2J2oo1,1. ___--te=a- NOA No 03-0]li Expiration Date 07/23!2008 Approval Date: 02/12!2004 Page 1 _- 4.258-- 3.709 0.194 .062 70.4860 0.468 0.3180.30 BLADE 6063-T6 3.047 1.970 1.077 100I TYP 1.109 � 1.250 a l ,.• .1 t .t i .t. 4.000 2.923 1.923 1.077 1.219 .100 TYP 2.844 j___ �--1.250 .062 .688 WALL MOYNT HEAOER/SILL 6063-T6 3.156 1.719 .751 .062 11.250 1 1.103 1.437 .094 ADJ. HEADER/SILL 6063-T6 2.954- - 063 .954.063 1.375 4294 4 20 2.986 TRACK AMPM 606 2.866 2.632 0.318 644 F' 0.194 .904 II � 887 1.148 11.179 1.164 062-3 uA1 F LXKING SLAT 6063-T6 2.250 2. 1.1 5.250 125 TYP 2 X 3 X 1/8' 2 X 5 X 1 //8" 2-1/4 X 5-1/4 X 1/8" BUt T -OUT ANGLES 6063-T6 5.000 Al T. d -L MOUNT HEAnFFR/SIL►- 6063-T5 [�t1� 1.923 1.077 1.325L I - .100 TYP. .094 1.01 � 1.250 � .062 ALI, WALL MOUNT HOER/ 6063-T5 3.000 -.125 TYP 2.000 1 X 3 X 1/8; 2X3X1/8 3X3X1/8. SPACER TUBE 6063-T6 -3-921---- 0.630 -2-510- -o.486 .510-0.486 062 TYP. 177 887 -=71\ 984 FEWLE LOCKING SLAT 6063-T6 3.876 .686 tt 1.2149 844422-J� �-------- 3.752 THRESHOLD TRACK 6063-T6 MINIMUM SEPARATION FROM GLASS REQUIRED SHUTTER SPAN H - IN. DESIGN LOAD Pd = PSF FACTOR - K - Pd/100 =IN. READING FROM SPAN DEFLECTION CURVE = D = IN. DEFLECTION AT Pd = KID = IN. MIN. SEPARATION REQD. = K'D+1' = IN. DUE TO LARGE MISSILE IMPACT MIN. SEPARATION REQD. = 3.25 IN. FOR BUILDINGS UPTO 30' ELEVATION USE MAX. OF ABOVE TWO. FOR BUILDINGS ABOVE 30' ELEV. IGNORE LARGE MISSILE IMPACT REQUIREMENT. DESIGN LOADS SHALL 8E CALCULATED AS REQUIRED BY BUILDING CODE. u DEFLECTION CURVE AT 100 PSF u1 -•'f. -1.111J!1 Ln-4/fl OEf"LECTION CURVE FOR POSITIVE LOAD ONLY. FOR LOAD OTHER THAN 100 PSF SEE SCHEDULE. ly wn o'oau. - v � >9 G m H b, 90, 740 .062 .500 0,486 1.111 0.630 1.500 -1.698 -1.500- 194 .500-194 .500 60 2 -' L 1 .366 - FEIAa1 F END SLAT ue1 F ENQ SLAT 6063-T6 6063-T6 19 SLAT PERFORMANCE CHART SH 6H 70 BB 99 160 120 140 160 60 76 Bd 9d 18d 120 140 1 bl. SLAT SPAN - INCHE9 SLAT SPAN - INCHES L USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. FUSE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. GFNFRAL NOTES PRODUCT MARKING 1. THIS PRODUCT IS DESIGNED TO COMPLY W" THE HIGH VELOCITY HURRICANE A PERMANENT LABEL SHALL BE AFFIXED ON LOCKING MEMBER ZONE OF THE 2001 FLORIDA BUILDING CODE. 2. DESIGN CRITERIA :OR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, ON UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM ALLBROWARD HURRICANE PANEL INC. FT. LAUDERDALE, FL. CONSTRUCTION MANUAL' LATEST EDITION, 3. ALUMINUM ALLO'(S: ALL EXTRUSIONS SHALL BE ALLOY 6063-T6. WROUN � PRODUCT CONTROL APPROVED' ACCORDION SHUTTER OR AS NOTED. "MIAMI-DADE COUNTY P UR PLACED IN CONTACT WITH ALUMINUM SHAH BE - RU 4 00 N gU n mz I 0 :j (L W 1, U O M o = aao: V) J=mom go O <A�< o �o i Z3 Lo O U w&W:2 =mg� Q t o " � of 4. STEELS FACES 70 BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WrTH FOR INS ALLA110N DETAILS SEE SHEETS 2 TH It m U rn d Z zW I o C o � C7 tr 0.318 E- 0 N 5. ANCHORS SH.gL,I_ BE AS LISTED, SPACED AS SHOWN ON DETAILS. ao M PRODUCT REVISED O a ANCHOR EMBEQMENT TO BASE MATERIAL SHALL BE BEYOND WALL Fl - PE 1 16537 (D c7, U r` DRESSING OR STUCCO �ZU Qal Al complying with 1bt Fb" C) r� � ]AD 00 ui O w ( b o I� W � M BnidingCode Liv ALUMINUM ALLOY 2024-74 OR 7075-T6, OR PLATED STEEL. N Acccplance No 03� • 03 Q W FW SH 6H 70 BB 99 160 120 140 160 60 76 Bd 9d 18d 120 140 1 bl. SLAT SPAN - INCHE9 SLAT SPAN - INCHES L USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. FUSE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. GFNFRAL NOTES PRODUCT MARKING 1. THIS PRODUCT IS DESIGNED TO COMPLY W" THE HIGH VELOCITY HURRICANE A PERMANENT LABEL SHALL BE AFFIXED ON LOCKING MEMBER ZONE OF THE 2001 FLORIDA BUILDING CODE. 2. DESIGN CRITERIA :OR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, ON UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM ALLBROWARD HURRICANE PANEL INC. FT. LAUDERDALE, FL. CONSTRUCTION MANUAL' LATEST EDITION, 3. ALUMINUM ALLO'(S: ALL EXTRUSIONS SHALL BE ALLOY 6063-T6. WROUN � PRODUCT CONTROL APPROVED' ACCORDION SHUTTER OR AS NOTED. "MIAMI-DADE COUNTY P UR PLACED IN CONTACT WITH ALUMINUM SHAH BE - RU 4 00 N gU n mz I 0 :j (L W 1, U O M o = aao: V) J=mom go O <A�< o �o i Z3 Lo O U w&W:2 =mg� Q t o " � of 4. STEELS FACES 70 BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WrTH FOR INS ALLA110N DETAILS SEE SHEETS 2 TH It m FEDERAL SPEC. N0. TTP -645, OR BE GALVANIZED. En97 OP. 4llMAY0UN FAROOC, 01 5. ANCHORS SH.gL,I_ BE AS LISTED, SPACED AS SHOWN ON DETAILS. STRJCTURES PRODUCT REVISED o ANCHOR EMBEQMENT TO BASE MATERIAL SHALL BE BEYOND WALL Fl - PE 1 16537 DRESSING OR STUCCO C.. -N. 538 Al complying with 1bt Fb" 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR BnidingCode Liv ALUMINUM ALLOY 2024-74 OR 7075-T6, OR PLATED STEEL. Acccplance No 03� • 03 7. DESIGN CRITERIA FOR SLATS: MAX DEFLECTION S L/30 OR 2". 8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN r� 0 2�0 Expiration DNe D By no• DETAILS PART OF THIS PRODUCT APPROVAL AND TO BE [;:�ing 4 6 THESE ARE NOT Nl Rliami D rodact ConttW - ENGINEERED SEPARATELY. Dici;inn 9, A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF sheet of 6 ANCHOR SPACING. U A 10 B 7 - - - D 10 7 - WALL MOUNTS DIE CAST ZAMAK ROLLER HOUSING NYLON ROLLER 250 MAX TYP Ed % a1n # 12 X 3• SMS STAINLESS STEEL WAY SPAN - c - MAX. SPAN WH HEADER v IM �■os t•�Oy ANCHORS: EMBEDMENT do EDGE NOTE: HEADER AND SILL DETAIL DISTANCES SHOWN ARE BEYOND CAN BE USED IN ALL COMBINATIONS. THE WALL & FLOOR COVERING (STUCCo, TILES, ETC.) t�E�00� te�00�� QUILT—OUT COHNI10N ')• and Ts i 1 7/6 MIN • . . • :.. • . ••(1[•'•77►. ❖ • ,ITi11 oo�s>ei t�t��00 ovraoo t�7�0000 SFr.TION C—C En -gr. DR. HUWAY(7JNlA STRUCTURES FL. -PE 1 16557 GAN. 538 8 2004 PRODUCT REVISED u complying with the Florida IIniding Code Acceptance No 03 — 0 7 1b • O3 ExpirationD%ICQ? L o8 BY roi Dad act Control Uiri5loa v z r, i 0 rn z o Z (/') I p O o N H N u A4 O Oa a ON U w r o z LJ O+ Qco Q C d p^p X N cr o w34 0 �. w� n � g J 00 N m Z_ o � a td O L.J vi o odLJC v -T �nO z CQ .o o O cc: 0 0 U0� a '• a m Li Lbj drawing no. 94-46 sheet 2 of 6 ANCHORS Ed---� A,B,D, Ec� EO Eo 2 X 3 X 1/8" OR ALUM4ANGLE AS REQD. AT BUILT—OUT CONDITIONS / / 10 X 3/4' TEKS OR 3/16' POP RNETS O 12" O.C. END SLAT CAN BE ON EITHER SIDE OF ANGLE FNO CONDITION AT BUILT—OUT KS PAN tAPH GLASS NI FOR MIN SEPARATX)N 1 X 1-1/2 X 1/16' SEE CHART ON SHEET 1 ALUM ANGLE (TYP) FOR END CONDITION O BUILT—OUT SEE DETAIL LEFT j 10 X 3/4' TEKS OR 3/16" POP RNETS O 12' O.C. FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 6. FOR ANCHOR REQUIREMENTS SEE SHEET 5 OF 6. SEE CHART ON SHEET 1 "CHAR TO U!4 I 611 11:1 1041:11K6111 �O1�0 2 x 2 x 1/8" TUBE 6063—T6 110 x 3/4" HEX TEKS I O 12" O.C. 1/4'-20 S.S. THUMB SCREW CAN BE USED INSIDE OR OUTSIDE 5.588 D ALUM. LOCKING TUBE .-S�-- i �F--� _ I � LOCK HANDLE CAN _ BE INSTALLED `----- INSIDE OR OUTSIDE to -r S'.i �I14N E -E Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD — 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 6. 0 ngr. DR. HUMAYO(JN FAR00( STRUCTURES FLA. PE 1 16557 CAN. 538 AN 2 x 2 x 1/8' TUBE 6063—T6 rl'/110 x 3/4' HEX TEKS 3/ANGLE X 1/4" d TAPCONS 2/ANGLE J Ir x 1-1/2 x 3x .062" ALUM ANGLE TOP do BOTTOM ,S ANCHORS - A B,D, E OR G O 12' O.C. PRODUCT REVISED as complying with the Florida Einiding Code Acceptance NobO Eipirrtion DateO p4 n sheet 3 of 6 A , 3/8' X 6" OR (3) j 14 S.M.S. O EACH RAFTER 1/4" X 4' 2' MIN. PENETRATION ALUM FLAT BAR CONT. I j ► 1/4' PLYWOOD I EXISTING SOFFIT F 3' 1MIN- I I I EQI EO EXISTING WOOD TRUSSES O 24' 0. C. MIN. 2x4 MEMBERS MIN. S.G. - 0.55 14 SMS O 12' O.C. HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD - 50 PSF FOR SHUTTER HEIGHT OF 84" MAX. DESIGN LOAD - 57 PSF FOR SHUTTER HEIGHT OF 72' MAX. DESIGN LOAD = 67 PSF �I�000[�p00 �00�000�0 t�000iJ«]o0i7[�] COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT - 6 FT. MAX. DESIGN LOAD = 70 PSF OD TU `v I 1 :QU24' O.C. :QUI ED 1 W, FASTENERS SEE SCHEDULES ON SHEETS 2 do 3 1' X 4" X 1/8" CONT. ALUM TUBE W/ (3) 1/4' 0 X 4" SMS O EACH STUD W/ 2 MIN PENETRATIG INTO EXISTING STUD FASTENERS AS PER SCHEDULES W/ 1-112' MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 3 X 1/8- 2 X 4 X 1/8" r 2-1/4 X S-1/4 X 1/8' ALUM ANGLE III 1 I I I WITH NUTS O /7 w O BOLTSC. I WOOD HEADER REQUIRED ANGLE CAN BE INSTALLED WITH ANGLE LEG IN UPWARD nR h41WNWARn NPFrTlnM� FOR SHUTTER HEIGHT OF 108" MAX. DESIGN LOAD = 88 PSF FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD = 99 PSF t 3 n W/ (S) 1/4 / X 5 SMS O EACH STUD W/ 2- MIN PENETRATION INTO EXISTING STUD FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD = 130 PSF IN�LATION DEIAIL ON EXISTING WOOD STUD ,�: ,,,•_,• ABOVE DETAILS SHOWS CONNECTION OF 2X6 BUCK do 1X4 ALUV T116'� .TO WOOD STUDS TO PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTIN'.;DUS WC'OU MEMBERS SEE SHEETS 2 k 3. PRODiJCT REVISED u complying with W F7orids Quiding Code / Acceptance Nob - O b O Expiration Date o-) 9 n 3 By - 61 iAffff yMiami Dad uct Control Division STRUCTURES FLA. PE 1 16557 C.A.N. 538 z to 0 � rn Z w to O� � N � O Oa a C4 •b t� N r CJ � g z ''� 00, d "� 00 Q OJ X N Ry t/1 O X CL WV) rri N z � to W N � ao m Z `� d � 1 W O� a�Cr Z 0 0 �N 0 �3�g n z C) w h o Sm u 9MIN N drawing no. 94-46 sheet 4 of 6 Mme! N SO SLAT SPAN - INCHES 70 90 110 130 SLAT SPAN - INCHES H S0 70 90 118 1:110 SLAT SPAN - IN04CS LL a 4 J U 0 O ISN ISO s 70 90 110 130 SLAT SPAN - INCHES FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d=3" Od-2-1 2" 8d=2" d-1-1/2" d-1-1/4' FACTOR 1 1.00 1 0.86 1 0.71 0.57 1 0.50 EXAMPLE: FOR 3' EDGE DIST. SPACING 12' O.C. (FROM CHART) FOR 2' EDGE DIST. SPACING 12 X .71 = 8.5 O.C. TYPICAL EDGE DISTANCE IN WOOD = 3(4- TYPICAL END DISTANCE IN WOOD = 1 NO REDUCTION FACTOR IS REQUIRED EDGE DIS END ISO ANCHORC— HART 3 9i 67 ID ID q q N N - D B _ � ID m LL LL c, n ab - aY Y .y ti 4 Sn b O O 1- J -� N Z 29 U ID U n TI 11� 9 N W O O © m m m � .c B ID Yq f N SB 70 90 110 130 190 50 SLAT SPAN - INCHES 0 ID Ei ANCHOR CHART B 9-C17 O 4 N m ID H m LL ' 1G 9 LL N a aY b 4N O J.J z L3 yU �IQ ^W O fl O ID m ID .O ID 6Y� N SB 70 90 11B 130 1SO SB 70 CLAT9SPAN - IINC1tCC 130 SLAT SPAN - INCHZF USE CHARTS 1 THRU 10 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD/SPAN COMBINATIONS FOR HEADER AND SILL. TYPICAL. ANCHORS: ANCHOR O = 1/4' OLA. TAPCONS (ELCO TEXTRON) 1-3/4" EMBEDMENT INTO 3000 PSI CONC. 1-1/4' EMBEDMENT INTO C-90 BLOCK ANCHOR OB = 114 SMS W 'POWLES' SCRU—LEAH 1-1/2' EMBEDMENT INTO 3000 PSI CONC. ANCHOR OD = 1/4 . /4' 'POWERS' cN K- IN. STAR TAMPIN OR EQUAL TOTAL ANCHOR BODY INTO 3000 PSI CONC, OR C-90 BLOCK ANCHORu= 114 SMS 1-1/2' MIN PENETRATION INTO WOOD(S.G.=0-55) ANCHOR r"'i14 SMS Qg SSI F DRIL_I LNG ( KS S .REIMS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL do FLOOR COVERINGS (STUCCO, TILES. ETC-) 70 90 110 17O LLAT SPAN - INCHES 70 90 11B 130 SLAT SPAN - INCHES 190 1 ISO SO Engi-. DR. HLWYOUN rl STRUCTURES FLA. PE 16557 CAN. 538 N 2 8 2004 70 90 116 13e FLAT SPAN - INCHES ISN 1 PRODUCT REVISED as complying n ith the Florida Boiding Code Acceptance No n3 — o .O? Elpiraiion 17atc B Miami DA �Coel Dirisian sheet 5 of 6 )� DESIGN LOAD CAPACITY - PSF 2" X 2" X 1/8" ALUM TUBE SHUTTER HEIGHT DESICN LOAD CAPACITY - SPAN TUBE LENGTHS 54' 60 HEIGHT 48" 54' 60' 66' 72" 78" 84" 90' 96" 102" 108' 114- _ 120- 89.7 65.4 ALUM TUBE 88' C30.32388 J9.2 79.8 58.2 SPAN TUBE LENGTHS 71.8 52.3 65.3 47.6 35.7 27.5 21.7 59.8 43.6 32.8 25.2 - 55.2 40.3 30.2 23.3 - 51.3 37.4 28.1 21.6 - 47.9 34.9 26.2 20.2 - 44.9 32.7 24.6 - - 42.2 30.8 23.1 - - 39.9 29.1 21.8 - 100.0 37.8 27.5 20.7 - - 35.9 26-2 - - 55.3 1/4' Dw TAPCONS BY ELCO TUBE CONNECTION TQ WA I A1.1rNOR TY A SEE CHART ABOVE FOR CONNECTION CAPACITY ALUM TUBES 2 X 2 X 1/8- 2 X 3 X 1/8- -2 X 4 X 1/8' 2 X 5 X 1/8' (6063-T6) SEE CHARTS ABOVE FOR CAPACRIES DESICN LOAD CAPACITY - PSF SPAN TUBE LENGTHS HEIGHT 2" X 3" X 1/8" ALUM TUBE 88' SHUTTER HEIGHT SPAN TUBE LENGTHS 60" HEIGHT 54" 60" 8g" 72" 78" 4 84- 48- 48- 100.0 100.0 100.0 100.0 79.1 63.4 54" 100.0 100.0 100.0 89.4 70.3 55.3 60' 100.0 100.0 100.0 80.5 63.3 50.7 66" 100.0 100.0 95.0 73.2 57.6 46.1 72" 100.0 100.0 87.1 67.1 52.8 42.2 78' 100.0 100.0 80.4 61.9 48-7 39.0 84" 100.0 99.4 74.6 57.5 45.2 36.2 90" 100.0 92.7 69.7 53.7 42.2 33-8 96' 100.0 86.9 65.3 50.3 39.6 31.7 102' 100.0 81.8 61.5 47.3 37.2 29.8 108' 100.0 77.3 58.1 44.7 35.2 28.2 114 400.0 73.2 55.0 42.4 33.3 26.7 120' 95.4 69.5 52.3 40.2 1 31.7 25.3 83.4 77.4 72.3 120" 100.0 100.0 93.6 1/4' Dw TAPCONS BY ELCO TUBE CONNECTION TQ WA I A1.1rNOR TY A SEE CHART ABOVE FOR CONNECTION CAPACITY ALUM TUBES 2 X 2 X 1/8- 2 X 3 X 1/8- -2 X 4 X 1/8' 2 X 5 X 1/8' (6063-T6) SEE CHARTS ABOVE FOR CAPACRIES DESIGN LOAD CAPACITY - DESIGN LOAD CAPACITY - PSF ANCHOR TYPE 'A' SPAN TUBE LENGTHS HEIGHT SHUTTER 2" X 4" X 1/8" SPAN TUBE LENGTHS 88' 72" HEIGHT 54' 60" 68' 72" 78" 84" 90- 48' 100.0 1 DO.0 100.0 100.0 1 DO.0 I D0.0 100.0 54' 1 o0.0 100.0 100.0 100.0 100.0 1 o0.0 100.0 60" 100.0 1 DO.0 100.0 100.0 100.0 100.0 100.0 66' 100.0 100.0 100.0 100.0 100.0 100.0 100-0 72' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 78' 1 DO.o 100.0 100.0 1 100.0 100.0 100.0 100.0 B4* 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90' 100.0 1 D0.0 100.0 100.0 100.0 100.0 98.1 96' 100.0 1 DO.0 100.0 1 o0.0 100.0 98.1 91.5 102" 1DO.0 100.0 100.0 100.0 99.0 92.0 85.8 108" 100.0 100.0 100.0 100.0 93.2 86.5 80.8 114' 100.0 100.0 98.6 90.3 83.4 77.4 72.3 120" 100.0 100.0 93.6 85.8 79.2 73.6 68.6 1/4' Dw TAPCONS BY ELCO TUBE CONNECTION TQ WA I A1.1rNOR TY A SEE CHART ABOVE FOR CONNECTION CAPACITY ALUM TUBES 2 X 2 X 1/8- 2 X 3 X 1/8- -2 X 4 X 1/8' 2 X 5 X 1/8' (6063-T6) SEE CHARTS ABOVE FOR CAPACRIES DESIGN LOAD CAPACITY - PSF ANCHOR TYPE •B' DESIGN LOAD CAPACITY - PSF SPAN TUBE LENGTHS HEIGHT 54" 2" X 4" X 1/8" ALUM TUBE 88' 72" 78' 84" 90" SPAN TUBE LENGTHS 100.0 100.0 loo.0 54" 60" 66' 72" 78' 84 90 154'loo.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 92.9 100.0 100.0 100.0 100.0100.0 100.0 100.0 100.0 83.6 100.0 00.0 100.0 100.0 100.0 100.0 93.5 76.0 72' 100.0 100.0 100.0 100.0 100.0 85.7 69.7 78' 100.0 100.0 100.0 100.0 98.8 79.1 64.3 84' 100.0 100.0 100.0 100.0 91.7 73.5 59.7 90' 100.0 100.0 100.0 100.0 85.6 68.6 55.7 96' 100.0 100.0 100.0 106-0 80.3 64.3 52.3 102' 100.0 100.0 100.0 96.1 75.5M54108' 120' 100.0 100.0 100.0 1013.0 100.0 90.7 71.4114' 100.0 100.0 1DO-0 859 67.6120' 100.0 100.0 100.0 81.6 64.2 DESIGN LOAD CAPACITY - PSF ANCHOR TYPE •B' 1/4" X 1' SELF DRIWNG SCREWS ELCO DRIL-FLEX (4 PER CLIP) 1 N r�i 2 X3 1/8 ALUM AN(;LEi6063-T6) 5' LONG (66 3 -T 6) ANCHORS TYPE 'A' ( 1/4- DIA. TAPCONS BY ELCO 1-3/4" MIN. EMBED. INTO 3000 PSI CONC. ALUM TUBES 2 X 2 X 1/8' 2 X 3 X 1/8' ' 2 X 4 X 1/8' �" 2 X 5 X 1/8' (6063-T6) �- SEE CHARTS ABOVE ( FOR CApACmES -- -------=-- �11 -1-A---L------------ I 3" 3" MIN. EDGE DIST. TUB -QNNECTION LQ --WAIL AuQD TYPE 'B' SEE CHART ABOVE FOR CONNECTION CAPA.1n, SHUTTER DESIGaN LOAD CAPACITY - PSF 2" X 5" X 1/8" ALUM TUBE SPAN TUBE LENGTHS SPAN TUBE LENGTHS HEIGHT 54" 60- 54" 80" 88' 72" 78' 84" 90" ff 100.0 100.0 100.0 loo.0 100.0 100.0 100.0 100.0 100.0 100.0 1DO.0 100.0 100.0 1 o0.0100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 66' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 7 2" 100.0 100.0 100.0 100.0 100,0 100.0 100.0 78' 100.0 100.0 100.0 100.0 lo0.0 100.0 100-0 84' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90' 100.0 100.0 TOO -0 100.0 100.0 100.0 100.0 96, 100.0 100.0 100.0 100.0 100.0 100.0 100.0 102' 100.0 100.0 100.0 100.0 100.0 100.0 98.0 108" 100.0 100.0 100.0 100.0 100.0 98.8 92.2 114' 100.0 100.0 100.0 100.0 95.2 88.4 82.5 120' 100.0 100.0 100.0 98.0 90.4 84.0 78.4 1/4" X 1' SELF DRIWNG SCREWS ELCO DRIL-FLEX (4 PER CLIP) 1 N r�i 2 X3 1/8 ALUM AN(;LEi6063-T6) 5' LONG (66 3 -T 6) ANCHORS TYPE 'A' ( 1/4- DIA. TAPCONS BY ELCO 1-3/4" MIN. EMBED. INTO 3000 PSI CONC. ALUM TUBES 2 X 2 X 1/8' 2 X 3 X 1/8' ' 2 X 4 X 1/8' �" 2 X 5 X 1/8' (6063-T6) �- SEE CHARTS ABOVE ( FOR CApACmES -- -------=-- �11 -1-A---L------------ I 3" 3" MIN. EDGE DIST. TUB -QNNECTION LQ --WAIL AuQD TYPE 'B' SEE CHART ABOVE FOR CONNECTION CAPA.1n, SHUTTER DESIGaN LOAD CAPACITY - PSF 2" X 5" X 1/8" ALUM TUBE SPAN TUBE LENGTHS HEIGHT 54" 60- 68 72" 78 84 90 48' 54' 6O' 66' 72" 100.0 100.0 100.0 100.0 1 oO. 0 100.0 100.0 100.0 100.0 1 DD.O 100.0 100.0 100.0 100.0 1 oo.0 100.0 t OO.D 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 78' 100.0 100.0 100.0 100.0 100.0 100.0 IDO.0 84' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90' 100.0 1 D0.0 100.0 100.0 1 o0.0 100.0 97.5 96' 100.0 100.0 100.0 100.0 100.0 1 D0.0 91.4 102' 100.0 100.0 100.0 100.0 100.0 100.0 86.0 108' 1 oo.0 loo -0 100.0 100.0 100.0 99.9 81.2 1 1 4 " 100.0 100.0 100.0 100.0 100.0 9 4.6 76.9 120" 100.0 100.0 100.0 100.0 100.0 89.9 73.1 TYPE 'A' OR 'B' N T U H a = THE DESIGN PRESSURE OF THE SHUTTER IS THE SMALLER ALLOWABLE PRESSURE OF THE ALUMINUM TUBE AND THE ANCHOR TYPE. h o 'I's c O o r r Engr DR. HLIdAYOUN F AOOU STRUCTURES FLl PE / .ES57 C.A.N. 538 '? 21�(il PRODUCT HF.VISEU _ I� u complting %il6 14c Florida I o 13oiding Cc -dc z Acccptcncc fYo 0 �O - p3 m IPI lion I -1c, � o �fu i Dad t Control Dlrision dra779Z7 N sheet 6 of 6 PERMIT # PLANS REVIEWED CITY OF SANFORD OFFICE