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Home My WebLink About104 N Driftwood Ln 106Building & Fire Prevention Division PERMIT APPLICATION Application No: X Documented Construction Value: $ 1,21 ' '90' 0 v Job Address: 104 N Driftwood # 1.06 Ln. Sanford Historic District: Yes❑No ✓❑ Parcel ID: 11-20-30-5AN-0000-025T Residential Commercial❑ Type of Work: New❑ Addition❑ Alteration❑ Repair ❑ Demo ❑ Change of Use❑ Move ❑ Description of work: Non -electrical Bahama shutters Plan Review Contact Person: Gary Landmesser Phone: 386-774-5452 Fax. 386-310-1054 Name John Grimes Street: 364 BRIGHTHOUSE DR Title: Project. cor. Email: Land730@gmail.com Property Owner Information City, state Zip: Lake Mary, FI. 32746 Phone: 407-416-5882 Resident of property? : no Contractor Information Name Image Built Inc Phone: 386-847-2320 Street: 3418 Victory Palm Drive Fax: 386-426-6062 City, State zip: Edgewater, fl. 32141 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CBC 1253411 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is Thereby 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application Plt U� 1 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 requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation` Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFEDAVIT: 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. Si lure of Owner/Agent ate �Jv�t+h /mot (Ty', um�S Print Owner/Agent's Name 3 V S/�gl1nature of CContactor/Agent ate 1r 4, l l�e I er Print Contractor/Agent's 14ame -�. -3 /0(//,? -- -- - - DAVID GASKINS �;<.��•°"Qy;==,; DAVID G,4ASKINS MYCOMMISSION;+GG088639 ti4Y COMMISSION # GG 088639 r EXPIRES: June 4, 2021 EXPIRES. June 4, 2 �21 Bonn�d Thn Notary Put lio Undenvn,er onioQ -1-hnu Notary Public undarw^te s — — Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID � 191- Produced ID Type of ID Z C� < BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ ,)c r•A APPROVALS: ZONING: - - `UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: FIRE: %0f4isy W BUILDING: 4 -(• "T r$ Revised: January 1, 2018 Permit Application REQUIRED UIl4SP ECTION SUEQUEN CIE' B?ff 1 S? - (o Addiress: i I�m� � I JDtJGI�I� llnlElf.&l�Ik'� ` l�nun lv'1l$1R{J(m� ecl�ll®m �De��Il7t �Il®m. a Footer / Setback Sfemwall Foundation / Form Board..'Survey Slab /* Mono Slab Prepour Lintel / Tie Beam / Fill /Down Cell Sheathing— Walls- Sheathing— Roof. Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco./ Siding Insulation Final Final Utility Building - Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final Single Family Residence Final, Building. Other LEOr Imn Max IImsecfn®m.IfDescLA2dom aa�m r■ Electric. Underground Footer [ Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ,,'11"wi j�y�ytnr+{�++jss�a�I��a{�{[�: ��,}[l h�1 Hiuwv�,7p�• utas'ijSR :gi�iJ��P'cT. try. �nw.�(.��ir��w..4 s'!-?ti"�r,Y��77. t awtVy:;;��,�,,W •p 1 K Min Max v Inspection IIDesEp on Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final s _. i� ............... ��IIIIWVAI\ _.................. .._ ........ �III•.�Ufi II�UIII �nl•� I I�Ullq�lll .. .... Mechanical Rough �— -Mechanical. o. —_ . 1 IIII . .I \ awn � �.- ..... A�a t .t .j}il �r'h's.!)/ E III •Illi i Ilgi 111 .. ti I II I�1�111 _.. -•--_ Gas Underground ._... _.. _.............. ...... ... .......... .. ..... ........................ ][REi VES E]iD: Yane 2914 SCPA Parcel View: 11-20-30-5AN-0000-025T Page 1 of 2 Property ABMId JpMSDQ,CrA Record Card P Parcel: 11-20-30-5AN-0000-025T srnuxnr,rccn iv,r cmz�n Property Address: 104 N DRIFTWOOD #106 LN SANFORD, FL 32773 Parcel Information Value Summary c I Parcel 11-20-30 5AN-0000 025T 18 20Working 2017 Certified _ -- - - - - - - -- — Values Values GRIMES, JOHN M Owner GRIMES, JACQUELINE K Valuation Method Cost/Market — Cost/Market Property Address 104 N DRIFTWOOD #106 LN SANFORD, FL 32773 _ Number of Buildings 1 1 1 Mailing 364 BRIGHTHOUSE DR LAKE MARY FL 32746 Depreciated Bldg Value $78 124 $73 010 Subdivision Name LAKE MINNIE ESTATES Depreciated EXFT Value -_.._ _ _ Tax District S1-SANFORD Land Value (Market) 000 $20 000 - DOR Use Code 0802-MULTI FAMILY 2 UNITS �$20 Land Value Ag Exemptions ____ 11 _� Just/Market Value 3 $98,124 1 $93,010 Portability Adj b 1 Save Our Homes Ad1 j $0 $0 _ Amendment 1 Ad/ $6,892 $10 072 P&G Ad1 $0 AssessedVaa e $91,232 L�'$82,938 Tax Amount without SOH: $1,645.42 " - 2017 Tax Bill Amount $1,645.42 �q Tax Estimator Save Our Homes Savings: $0.00 " Does NOT INCLUDE Non Ad Valorem Assessments Legal Description BEG 973.14 FT S 11 DEG E + 33.13 FT S 73 DEG 55 MIN W OF NE CDR LOT 25 RUN S 11 DEG E 104.36 FT S 73 DEG 55MIN W104.36FTN11 DEG W 104.36 FT N 73 DEG 55 MIN E 104.36 FT TO BEG LAKE MINNIE ESTATES LPB 6 PG 92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $91,232 $0 $91,232 Schools $98,124 E $0 1 $98,124 City Sanford $91,232 $0 $91,232 _ t SJWM(Salnt Johns Water Management) $91,232 $0 3 $91,232 County Bonds $91,232 $0 $91 232 i Sales Description Date Book Page A®mount Qualified Vac/Imp WARRANTY DEED 8/17/2009 07242 ; 1709 l $74,100 Yes Improved WARRANTY DEED 2/1/1989 �02044 1 1570 $55000 Yes Improved QUIT CLAIM DEED 10/1/1980 01307 1 0259 $100 . No Improved WARRANTY DEED 1/1/1974 01024 1770 $23,000 1 Yes Improved Find Czsrnpar able Sale's Land Method Frontage � Depth Units Units PriceLand Value LOT � _ 0.00 � 0.00 I 1 � $20,000 00 l $20,000 Budding Information http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 120305AN0000025T 3/29/2018 SCPA Parcel View: 11-20-30-5AN-0000-025T Page 2 of 2 Is Bed/Bath Count incorrect? Click Here. _ # Description Year Built Fixtures Bed Bath Base Area Total SF Livi�EtAdj Value Repl Value Appendages Actual/Effective 1 MULTI j 1962/1980 6 3 2.0 1,680 1,716 I 1,680 CONIC $78,124 $94,983 Description Permits Permit # Description Agency Amount CO Date Permit Date 02289 ( INTERIOR REMODEL SANFORD $69,753 9/16/2013 02239 �i CHANGEOUT HVAC - NO DUCT WORK SANFORD $10,250 9/9l2013 02221 REROOF SHINGLES _ SANFORD $8,311 { 9/5/2013 Extra Features Description Year Built Units Value New Cost No Extra Features e http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 120305AN0000025T 3/29/2018 3000 SIHl 30 SN011VlOIA HO NOuonbISN00 00 SNVId NI Ss 0883 30 N011038800 V JNll inO38 M313V383H1 VY08J IV101330 JNIOIUIB 3Hl 1N3A38d IMU3d V 30 30NVf1SSl IIVHS 8ON 'S3000 o80-MvS IVOINHO313H130 SNOISIA08d 3H130 kNV 301SV AS HO d311V '130NV0 '31V101A Ol Ail8OHinv SV ION (INV )180M 3Hl HIM 033008d Ol 3SN3011 '1j�II(1� V 38 Ol 036HISN00 391IVHS 03f1SSl llWa3d V NOISUUa Nlanln8 QaO:JNVS 9 31VO d3NMVX3 SNVId 30NVC1dW00 3000 tlOd 03M3U3a 1` J M N M N T fu e Z 0 a a ,LdOD a?IOJ]1 NMI Permit # City o Sanford ]Building and d ef h SpecificationProduct Approval Form Project Location Address_/6 5 A/ �, -�' w "'a As required by Florida Statute 553.842 and Florida AdministrativE information and product approval number(s) on the building comr utilized on the construction project for which you are applying for you contact your local product supplier should you not know the p applicable listed products. Be aware that windows, skylights, anc accordance with the Florida Building Code, Section 1714.5. More Approval can be obtained at www.floridabuildinci.org. Code 9N-3, please provide the )nents listed below if they are to be building permit. We recommend that Dduct approval number for any of the exterior doors must be tested in nformation about Statewide Product The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory 1. Exterior Doors Manufacturer . Product Description Florida Approval # include decimal Swinging Sliding Sectional Roll U Automatic Other 2. Windows Sin le Hun Horizontal Slider Casement Double Hun Fixed Awning__ Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description including decimal 3. Panel !Malls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products —..Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Water roofin Built up roofing System Modified Bitumen Single Ply Roof Systems Roofin slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/Subcategory 5. Shutters Manufacturer Product Description Florida Approval # include decimal Accordion Bahama Iowa .,) � AZ%3 5�35f - IzL Colonial Roll u E ui ment Other 6. Sk li hts Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates —Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name, (Please Print) June 2014 �fr Fl t BCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge ; Stats @ Facts I Publications { FBC Staff I BCIS Site Map Links Search F ntla =0 PProduct Approval :USER: Public User Product Approval Menu > Product or Aoplication Search > Application List > Application Detail FL # FL13434-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-aium.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. O Validation Checklist - Hardcopy Received Certificate of Independence FL13434 R6 COI Indeo.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13434 R6 Eauiv Eouiv.odf Sections from the Code f Product Approval Method Method i Option Date Submitted 08/10/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13434.1 Fullview Bahama Shutter Impact Bahama Shutter Approved for Use Within & Outside the HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13434 R6 II Dwa odf Approved for use outside HVHZ: Yes Verified By: Frank L Bennardo, P.E. 0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +78/-95 Evaluation Reports Other: Refer to product approval drawing for limitations. FLl_3434 R6 AE Evai odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida :: PElvacv Statement :: Aoressibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, •Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, Please provide me Department with an email address which can be made available to the putfic. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: R'E Credit. Card Safe 1 ,pl NG " V" -- -- --- August 2, 2017 Town & Country Industries _ Fullview Bahama Shutter 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. When installed outside the HVHZ, this, system has been designed as a non -porous assembly as defined in the ASTM El99"9 standard. Therefore, a minimum separation between the shutter and any glazing behind it is NOT required outside the HVHZ except in Essential Facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineeringdrawing). installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specked in the Product Evaluation Document (i.e. engineering drawing). ,imitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently;installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE.: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERING EXPRESS. COM v,YpO1ERS.11:x]Ml4EW EM(=`-li MR-f"-V?WE fu3W,FOR =11FLC;MAm:v cJgGSLTYIP]:t)fBCIR.intsS]4Gnx-Fu39..�LLY ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENIGINIEERIN 13 EXPRESE30 EXPERT PRE30UCT EVALUAT113 N REPORT August 2, 2017 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address FL13434.1-R6 15-2342 Town & Country Industries 400 West McNab Rd Ft. Lauderdale, FL 33309 Product Name & Description: Fullview Bahama Shutter — HVHZ & Non-HVHZ Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 610* 3fl0:5; F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing #15-2342 titled "Fullview Bahama Shutter", sheets 1-6, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 / TAS 202 test standards per test report(s) #0353-1002-09 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory, LLC (HTL) and G0565.01-450-44 and G0565.02-450-44 (signed and sealed by Justin P. McDonald, PE) by Architectural Testing Inc. (ATI). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05 & E1996-06 / TAS 201 & 203 test standards per test report(s) #0353-1002-09 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory, LLC (HTL) and G0565.01-450-44 and G0565.02-450-44 (signed and sealed by Justin P. McDonald, PE) by Archileig4M Testing Inc. (ATI). `\`" - - ///I. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Glass Separation 2. Anchor Spacing 3. Maximum Allowable Size/Pressure Combinations Valid for 2 PFA_ •a�`�.14. #9885 1- .... 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEA OJIIFLIJ A 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM v,WiO£GtStisTW GI4lV£N au,au�SHITTER-Fd.-U ItFt1"1f(Hi-"ORDAQDD GiNDFC1bbPD01)Ffl.^,uNatP�s)WCtvuF��l�L.�.ppt FULL ' I E BAHAMA S H U17E R (HVHZ EN 26 98 ON-HVHZ COMPLIANT) ✓a" MAX SLAT SPAN --} t 2S4" MAX OVERALL WIDTH SINGLE PANEL SPAN 1 N.T.S. EXTER. ELEVATION 3"1 1 I MAX 2 r �t a.� r•�r � �r _ 3B" MAX 78 MAX f 2�" ---- SLAT SPAN S1AT SPAN 122)j" MAX OVERALL WIDTH WITH BAR UNLIMITED WITH BAR q � MULTI PANEL SPAN N,7.4. EXTER. ELEVATIONPRpTEOTI TABLE 1 HVHZ ALLOWABLE DESIGN PRESSURES MAX SHUTTER SPAN CONFIGURATION SINGLE PANEL SPAN MULTI PANEL SPAN W/O BEAM W/BEAM- 69' +60/-73 PSF +601-73 PSF* +60/-73 PSF• 81 5/8" +60/-7 PSF +60/-73 PSF• 96 3/4" +60/-73 PSF- +60/-73 PSF" *NOTE: LIMITED TO A MAX SLAT SPAN OF 38" TABLE 3 NON-HVHZ ALLOWABLE DESIGN PRESSURES MAX SHUTTER SPAN CONFIGURATION SINGLE PANEL SPAN MULTIPANEL SPAN W/O BEAM /BEAM 69' +78/•95 PSP +78/-95 PSF* +70/-95 PSF* 81 5/8- +78/-95 PSF +50/-50 PSFi+ +78/-9S PSF" 96 3/4' +78 -95 PSF" +50/-SO PSFH• +711/-95 PSF* urn J I "I".Vr 0 TNOTE: NOT APPROVED FOR USE IN ESSENTIAL FACILITIES. TABLE 2 .....HVHZ .. MINIMUM SEPARATION FROM GLASS MAX SHUTTER SPANPANEL SINGLE SPAN MULTI PANEL SPAN W/O BEAM W/ BEAM69" 4�DESIGNCONFIGURATION 2 0' 3"69" 2 a" 3 e'815/8"_ 2 B"96 3 4" 2 * e" 4 OWTABLE NON-HVHZ ESSENTIAL FACILITIES N N R UIRED FOR WIND ZONES 1.4 FROM GLASS MAX SHUTTER SPAN DESIGN PRESSURE CONFIGURATION SINGLE PANEL SPAN MULTI PANEL SPAN W/O BEAM W BEAM 69" +78/-9S PSF 3 • 4� 0 +78/-9 PSF 31 96HI815/B" 3 4` +78/-95 PSF 2 "• 2 » "�,.,w ,v A MIVI SLA ar uv yr jV GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC), FOR USE WITHIN THE HVHZ AND NON-HVHZ, AS WELL AS THE INTERNATIONAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE (IRC). SEE PRODUCT EVALUATION REPORT FOR ADDITIONAL INFORMATION. 2. NO 33-1/3% INCREASE Ill ALLOWABLE STRESS HAS BEEN USED IN TILE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 "AS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH TI41S SYSTEM SMALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BB LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR- 5- THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES, IN ACCORDANCE WITH ASTM 1996-09. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY, HAVING. JURISDICTION. 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 7. PERMIT HOLDER SHALL VERIFY THE AOEQUACYOF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. SHUTTER MAYBE INSTALLED AS SINGLE PANEL OR AS MULTI -PANEL SPANS TO UNLIMITED WIDTH, SEE DETAIL % & % FOR MAXIMUM SLAT SPANS. 9. ALL EXTRUSIONS SHALL BE 6063-TG ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2010. 10. THIS SYSTEM MUST BE CLOSED AND LOCKED FOR WIND AND IMPACT PROTECTION. THIS SYSTEM HAS BEEN DESIGNED FOR A WIND PRESSURE OF 18 PSF IN THE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THE UNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING: SHUTTER AND LOUVEIL9 TO BE CLOSED AND LOCKED WHEN HURRICANE WARNINGS ARE ISSUED 11. BAHAMA SHUTTERS SHALL 00 PERMANENTLY LABELED AS PRESCRIBED IN THE ASOVE•NOTED BUILDING.CODE.AND CONTAIN.AT,LEAST THE FOLLOWING: -- TOWN&COUNTRYINDUSTRINS _.. .. FT. LAUDERDALE, FL ASTM E330, E1886, & E1996 MISSILE LEVEL D TAB 201, 202, & 203 12. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, STAINLESS STEEL, OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI. 13. ALL CONCRETE ANCHORS TO BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 14. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. NVHZ (VOLE 1 & 2J NOTES: MHz VELOCITY HURRICANE ZONE (HVHZ) IS DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA ONLY. 2. TABLE 1 SHALL BE USED FOR KNSTALIATIONS IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) TO DETERMINE THE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR EACH SPAN. 3. FOR SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER SPAN. 4. TABLE 2 SHALL BE USED TO DETERMINE MINIMUM SEPARATION FROM GLASS WITH IN THE HVHZ. NON-HVHZ AND ESSENTIAL FACILITIES (TABLE 3 & 41 NOTES 1. NON-HVHZ IS DEFINED AS ALL LOCATIONS OTTER THAN MIAM1-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. TABLE 2 MAY BE USED FOR INSTALLATIONS OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 3. FOR SPANS BETWEEN TABULATED VALUES, USE NEXT HIGHER SPAN. 4. FOR INSTALLATIONS OUTSIDE THE HVHZ IN ASTM WIND ZONES I THROUGH 4, TABLE 4 IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. EXISTING HOST \ X \ -SEE ANCHOR NOTE 1 ON EXISTING HOST \ \V\ STRCTURE (TYP MIN SHEET 5 STRCTl1RE (TYP MIN TOP & BOTTOM) EMBE r3,�, TOP & BOTTOM) EMBED.. EDGE U FOR INSTALLATION WITH EDGE OIST. VERTICAL ANGLE (C32) D1ST. EXISTING 6 GLAZING 1 Ib INSERT PIfI (C IB) VERTICALLY THROUGH ANGLE 4 S (C12) &THROUGH DOUBLE ce MIN GLASS SIDE WALL OF SILL (CB). PIN LOCATED MIN GLASS SEPARATION (k18) MAY BE ON THE INTERIOR OR EXTERIOR of A -US SEPARATIOD SEE ANCHOR NOTE i ON SHEET 5 EXISTING HOST \ \ \ SEE ANCHOR NOTE I ON STRCTURE (TYP \i MIN j,-., SHEET 5 TOP&BOTTOM) EMOED.� r'V4 OPTIONAL "' ' ' aJOR LOCATION 2"x2"x0.090" INSTALLATION - '-1' (INTERIOR LOCATION WITH 3/8"SLID E SHOW N). CONT. ALUM PIN(#IS) ALLOY BEAM, THROUGH SIDE A IMINATE 4 5 2"x4"xYd" BEAM, JAMB AND SIDE SLIDE PIN EXISTING OR SOLID BAR SNAP THROUGH UrATIOY I 1b .-- 1 Ib GLAZING 4"X ANY ANGLE. - THICKNESS (TYP TOP & BOTTOM) 8 ACCESS 0 - HOE FOR INSTALLATION WITH VERTICAL AN13LE(C12) _ MIN INSERT PIN (C10) EDGE VERTICALLY THROUGH DIST. ANGLE (012) & THROUGH DOUOE SIDE WALL OF SILL (CB). PIN (C18) MAY BE LOCATED ON THE INTERIOR OR EXTERIOR OF LOUVER r EXISTING BLADES (INTERIOR ,I. GLAZING LOCATION SHOWN). Z x L E C L\! I A HURRICANE WARNING. SHUTTER IS NOT I DESIGNED TO REMAIN IN THE OPEN �� R• POSITION DURING A HURRICANE.'- J AS IAPx/ (ARM TO JAMB CONNECTION) (D 4 5 6 b 1 Ib ] �> 19 SUPPORTING ARM, FORLOCATIONS SEE ARM 1�1 ARRANGEMENT TABLE 13 14 ^"• �il� C, iC w V4.20 x I)S" BOLT WITH NUT OR (SIDEARM MIN •^L' ; . I WINGNUTCONNECTION) ^! .•I .$4) ..-�'' fi I ol �VRFVN20 IN E a MIN , ll (INTERIOR ARM C, r EMBED. 1 ONE PER .l— EMBED. _ 1 AONE NGLE R .�."..t •c - _ �_ _ CONNECTION) ANGLE Q-(ISJ \ y qq I SEE ANCHOR ieE ANCHOR NOTE 3 Y_ ! SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 2 ON ON SHEET S j c NOTE 2 ON NOTE 2 ON NOTE 2 ON SHEET 5 LOCATE BRACKET N B'-0" MAX PROJECTION (P) SHEET 5 SHEET 5 SHEET 5 MID -SPAN NEIGH? OF OPENING V, 3a TYPICAL CLOSED POSITION 3b BUILD -OUT CLOSED POSITION 3c TYPICAL OPEN POSITION ti o Z N.T.S. VERTICAL SECTION 2 N.T.S. VERTICAL SECTION Z N.T.S. VERTICAL SECTION. g 1-1/2" MIN. THREAD C 14 WOOD SCREWS NO MINIMUM SEPARATION < PENETRATION ,��SPACED 4" O.C. WITH \ EXISTING Ge0.55 3 1.1/2' MIN. THREAD MIN. 2X WOOD IN —IN PENETRATION AND 3/4" HOST STRUCTURE, / MIN. EDGE DISTANCE TO ANCHORED TO i G-0.55 MIN, WOOD. BOLT / UT . EXISTING RAFTERS .. .,/" V. DOLT W/ NUT OR BY OTHERS WINGNUT g (SIDE ARM CONNECTION) ARM ARRANGEMENT TABLE CONFIGURATION SIDE ARMS INTERIOR ARMS (1 OR 2 PANELS) (H EACH SIDE. NONE (3-PANEL)2BS" (1)CAOI SIDE NONE(3-PANEL OIL GREATER) OS' (1) EACH SIDE INTERIOR MULLIONJOINT FROM GLASS REQUIRED FOR USE OUTSIDE THE NVH2 EXCEPT IN ESSENTIAL FACILITIES. ., FASTENED WITH 1/4" RNNUT AND BOLT. MAY OE LOCATED19 AT REAR AS SHOWN) OR 10,1111 = go 1 �2"x4'x0.125" 6063-T6 13 SOTTO% OF SHUTTER. WHEN e 1s - ALUMINUM ANGLE 1/4'O TIIRU-BOLT W/ (INTERIOR ARM itLTER(OR ARM LOCATED AT BOTTOM, q �9 BRACKET MAY BE OFFSET 2 �.. 1 NUT OR WINGNUT, CONNECTION) ONLY REQUIRED FROM CENTERLINE OF tlp S I N LESS S 430 HT. 014 SS 5M5 OR SDS OR 1/4-20 THUMB FOR SHUTTERS VERTICAL MULLION TO FASTENING SMVTfER SCREW INTO STAINLESS STEEL SCREW >BS' WIDE. ALLOW FOR 'T BAR OR MIN GLASS 7 HINGE TO ANGLE OR TENSION RING (C21) XYLON COATING OR 14�� n ANGLE iN ttOSED POSITION.SEPARATION 1/4.20 SS NUT AND DOLT, END C WITH A%NYLON ]C6 x V, HWH 1B-6 MIN. END CAP &SPACER 01 G SPACED 12" O.C. MAX. 4" MIN 2 STAINLESS STEEL ptl pp EXISTING = �S� OVERLAP 0 2 9 I 1 GLAZING g 9 9 t OPTIONAL wax DEs1oN PREssulle = + -so PSP 715-2342 STALLATLON( .i. �..—�" ) — ( --K < OOPm!pnwaSLwmamss 13/8' SLIDE E 0 5 ( "'-- — ) — __-_ r.: PIN(CSBIouGHsro� 3d ALT. HEADER ATTACHMENT I'_I AND SIDE — —-----}---- — 1 �g ae miinONP THROUGH,-�� 4,T Z N.T.S. VERTICAL SECTION �� l;- In lb�.4 ANGLE. 10 NYLON _C: WASHER R V_NUT t4_� TYALTERNATE SILL HOST ATTACHMENT PICAL PLAN_ VIEW - f� SLIDEPIN r� PER DETAILS 3a F LY/ )4"0 BOLT OR 3b OF2 N.T.S. HORIZONTAL SECTION LC)CATIO4 �\ THIS SHEET '8 iS �m (1) i'o" S.S. THRU-BOLT PER UNSUPPORTED VERTICAL MULLION 'MAX OPAM SPAN ___ rl1 MID -SPAN BEAM (AS REQUIRED) 3 N.T.S. EXTER. ELEVATION /-(1) %' S.S. THRU-BOLT PER / UNSUPPORTED VERTICAL MULLION k' MIN GLASS �- -:`SEPARATION- BEAM PER BEAM w SCHEDULE EXISTING GLAZING BEAM PER BEAM SCHEDULE MACHINE SCREWS INTO K4.20 0. S:NUTS O11 (1) 39" S.S. THRU-BOLT PER UNSUPPORTED EN 7\A I y VERTICAL MULLION N EXISTING STRUCTURE (TYP. TOP & BOTTOM) 3 BEAM CONNECTION TO SHUTTER s 3 N.T.S. - VERTICAL SECTION BEAM SCHEDULE: s I i 1 i d (2) K4.20 S.S. MACHINE SCREWS INTO K4.20 RIV-NUTS OR (1);j. S.S. I HRU•BOLT PER - -UNSUPPORTED VERTICAL MULLION MAX BEAM SPAN SEE DETAIL 1/4 --� : V) = a z6-1 4c m N! 9 p0ay VI5U/ Oul L Y ti0 m 8 y PER SEAM SCHEDULE �) Z BOTTOM BEAM OPTIONAL ( —� WALL BRACKET 902 G3 N.T.S. EXTER. ELEVATIONANCHORS TYPES: •TYPE A: y-20 ALL POINT SOLID SEi gANCHORS:IN CONCRETE (3.35KS1 MIN) WITH 7/4"MIN EMBED. AND 3' TE EDGE DIST. "dIN HOLLOW CONCRETE BLOCK WITN 7/4W MIN EMBED, AND 3' MIN EDGE . :...... BEAM SIZE . ....... AWMINUM ALLOY .. SHUTTER SPAN ....••. DEAN SPAN (+/• 40 PSF MAX) ...-.. BEAM SPAN (♦I. SO PSF MAX) _.....,. BEAM SPAR (+/- 60 PSF MAX) ,.... ,.. WALLaAAI=TANCtIQATYP06 I ASPSF N t.. WALLM DIX1 W ET A1rc110PE5 4.50 PSF W1k BEAM SPAN (+/• 9S PSF MAX) CONCRETE BLOCK WOOD (0-0.42 MIN) CONCRETE1101LOW BLOCK WOOD (G"0.42 MIII) 2'x3'xt/B' 6003•TO 8'•0' T•9' 7'•0' 6'J• S'•t' A.B.C.DE A.C. 0,C Co.C.D.E gB.C,E [LC 6'•D' 0'•7' 7'•B' 7'•0' S'•T ADA.DE ACE D.0 AB.C.OE AB.C.E B,C S'•10' 9'•2' 0'-2" 7'•6' 51•11" A.BADE AD.CE B.0 &tLC.D,E ABABA 1"14'11/0' 6063.76 B'•0" 9'•7' 0'.7• 769/0" 61•3" AB,C.DE AC, O.0 AB.C.DE AC.E B,C 6'•6' 10'•6' 9'.5' B'•7' 6'-10' AD.C.DE 0.C, O,C MAIM AO,C,H p,C 5'•10' fi'•3' 10'-1' 9'd' 7'-4" &O'C,D,E A.C. B,C 0.8.C,DE gO,C,E D.0 x m 2'AS'xl/0" 6063-T6 V-D" It's"10'•2' 9'4" 7.5" gp.D.DE 0.C, gB.C,OE qC, p,C &.a" 12'•6- 11'•Z' 10'•2' 0'•1" AD.CA.E &C, AO.CAE AC, D,C S'•10' 1]'•A• tl'•11' 10'•Il" 0'•0" AO,C,O,E AC, B,C AO.C,DE qC.6 D,C 2'x4"xl/4' 6061-T6 0'•0' l4'•t0' 1]'•3' 12'-2^ - 9'•0' AB.D, AO.C,DE AC, &-a" 16'•3' 14'•7• 13'•3• 10'•7' AO,CA.E _ AD,C.DE AC, 5'•10' 17" " 15'•7• 14'•2- 11'•3" A0.C.O,E q AO,C,DE qC. B,C rt �e 4"x2'x0.23"x0.15• 6063-76 B'•O' 9'•4" 0'•P T-9- 6'-1• g0.CA.E AC, B.0 AOA,DS AD•CE B,C 6'•0' 10'•3' 9'•2' D'-4' 6'•0' gO,Cp,E AC, B,C AO.C.D.E g0•GE O,C S'-f0' 10'-1 t• B'•0' 0'•11' __ 7'•1' A,O,C,p,E qC, B,C AO.C,D.E g0,C.8 D,C 6"x2'x0.29"x0.17' 6061-76 W-O' 17'-3• 15'•6' 14'-1" 11'•3' AB.C. AU.CA.E AC. / DIST... . - -_,.I - . TYPB B: K4.20 ELCO PANELMATES ...._, .....:., (MALE/FEMALE): • IN CONCRETE (3.)SKSI MITI) WITH Ii'4" MIN EMBED. AND 2K1' MIN EDGE DIST.IN CRETE BLOCK R 1W MIN EMBEOW D. AND 2oMiN EDGE DIST, - IN WOOD (G.'0.42 MIN) WITH 1 K1" Opt MIN EMBED. AND Ki MIN EDGE DIST. y g .TYPE C: K," ITW TAPCON SG: ¢ ZI i - IN CONCRETE (3.3SKSI MIN) WITH 9yF pg I% MIN EMBED. AND 2%' MIN EDGE e DIST. •IN HOLLOW CONCRETE BLOCK WITH MIN •1 pKKK"'' �d Xe 7 � 1y' EMBED. AND 2" MIN EDGE DIST. pig $ IS G y • IN WOOD (G-0.42 MIN) WITH 17/1" MIN EMBED, gg AND ):" MIN EDGE DIST. . TYPH D�: Ki MILLENWM MILLFAST: CWIM00X676lIN10DAII3] - 1N CONCRETE (3.2759S1 MIN) WITH A.' EMBED AND 2V," EDGE DIST. 15-2342 . IN HOLLOW CONCRETE BLOCK WRH . 6TitLH 'MILLENIUM MILLFAST ANCHORS MUST BE SPACED AT 4' O.C. MINIMUM IV. EMBED. AND 2y * MIN EDGE DIST. - PM e_espuP_nON,) . TYPE B: E712 SMS W/ Z' EYEWALL ARMOR NYLON INSERT: • 1N CONCRETE (2KSI MIN) WIT" 2- ENDED AND 2' EDGE DIST. • 1N HOLLOW CONCRETE BLOCK WITH (� IW EMBED AND 2' EDGE DIST. —v5( USE K"x4"xy; ANGLE FOR 3" & 4' BOX OEAMS, USE 2"xS"xyn" ANGLE FOR 5" BOX BEAMS, . .USEyn" ANGLE FOR \ TP. TOP & BOTTOM OF BEAM. L BEAMS, TYP. SO% % BEAMTOM OF BEAM. WIDTH MIN. 0" (2) y4•20 5.5. MACHINE SCREWS INTO y-20 RIV•NUTS OR (1) 5.S. THRU•OOLT PER ynMAX. }� UNSUPPORTED VERTICAL MULLION _ _ #10 SELF-DRILUNlC MlN. } SPACING SCRE OR a' " ALU N UPMAX FROI ENDS, �2" MAX O.C. _...� r 1/2"xl/2" MIN., 2"x5" MAX. z - -- - - ALUMINUM ANGLE (O.OG2" ❑ MIN. THICKNESS). LEG N@@d .._......................................_...___._._..__._.-_•_.....,_.._....__....._._._._... (VBRT. SECTION) ANGLE MAY BE REVERSED. 1+ ----(---(• r -----`- 6063-TS ALLOY A EE99y33 (1) /6" S.S. MACHINE \ (1) A," S.S. MACHINE \ BOLT WITH LOCK NUT \\ BOLT WITH LOCK NUT CL DOLT _/ \� (4) ANCHORS REQUIRED EACH \ S.S. MACHINE' CL ANGLES _- JJJddd (41 ANCHORS REQUIRED EACH BOLT WITH LOCK NUT END, SEE BEAM SCHEDULE END, SEE BEAM SCHEDULE-'-'-`�— ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS BEAM SPAN• —d- (BOX BEAM) (C-CHANNELBEAM) (BOX OR C-CHANNEL DEAN) " (SIDE VIEW) (SIDE VIEW) _ (FRONT VIEW) USE 2"0"XVn" ANGLE FOR NOTCH CHANNEL ENDS C-CHANNEL BEAMS, TYP. TO RECEIVE ANGLES TOP & BOTTOM OF BEAM, t�(2) _... , . _ NOTE; 3" MIN SPACING FOR ANCHORSNOTCH CHANNEL ENDS 1 MIN _ INTO CONCRETE/HOLLOW-BLOCKHOST' \RECEIVE ANGLES MIN. SPACING STRUCTURE. 1" MIN SPACING FOR ✓ANCHORS INTO WOOD HOST STRUCTURE tD-EMBED,' lN MIN. _Y4-20 S.S. MACHINE SCREWS INTO yi-20 RIV-NUTS OR (1)" S.S. THRU•BOLT PER (!) �yy" S.S. MACHINE LLL UNSUPPORTED VERTICAL MULLION \ BOLT WITH LOCK NUT (1) �/; S.S. MACHINE �•CL BOLT (4) ANCHORS REQUIRED EACH BOLT WITH LOCK NUT CL ANGLES - \\ END, SEE BEAM SCHEDULE '�-�-- - ANCHOR SPECIFICATIONS DEAM SPAN )! (C-CHANNEL BEAM) (C-CHANNEL BEAM) (SIDE VIEW) (FRONT VIEW) WALL BRACKET CONNECTION OPTIONS EXTER. ELEVATION .. _ 4 SIDE CLOSURE NOTES i- F01(7N5TALl7ST(ONS WITHIN THE HVHZ, IN LIEU OF SIDE CLOSURE ANGLE, SHUTTER MAY OVERLAP OPENING BY 1.5 X SHUTTER BUILD OUT DISTANCE. 2.. ANCHORS MAY BE ANY ANCHOR FROM \ ANCHOR NOTE 1 ON SHEETS s `- MAX, INSTALLED 3" MIUI FROM EACH END, _ - _ AND 12" O.C. MAX, OR 1/4" ITW .93 r TAPCONJEwiniFL&MIN EDGE }•I/n" MAX, - _ _ _DISTANAND THREAD - - - - y' MAX, ENGAGEMENT TO to " MIN PLYWOOD ) g INSTALLED 3" MAX RROM EACH END AND -= -- -t EMBED. y 7" O.C. MAX. _.. -.. \ \ yn" MAX,! #10 SELF' MAW ALUAW wap RIVEfS 3" MAX FROM E�NOS, 12' - I4AX O.C. 1 �•1/2"xi/2" MIN., y; Max. L 2"XS• MAX. ALUMINUM ANGLE (0,062" MIN. THICKNESS). LEG "ANGLE MAY BE REVERSED. 6063-TS ALLOY (VERT. SECTION) FROM ENDS, IZ" MAX O.C. (HORIL SECTION) ® 'EDGE _ \DIST. 1/2-4/2- MIN„ "KY'MAX. ALUMINUM ANGLE y; MAX• 1� J \ 1/2"xl/2" MIN„ 2"xS" No. ALUMINUM ANGLE (HACK" MIN. (�.062 MIN. m mICKNE55). LEG uT`i ANGLE MAY OE REVERSED. 606E-TS ALLOY yn" MAX.-} r:1 LEG -- ANGLE ANGLE MAYAY DE - EDGE (VERT. SECTION) (VERT. SECTION) (HORIL SECTION) (VERT. SECTION) 606E-7SEALLOY D. (VERT. SECTION) DM. (HORIZ. SECTION) z SIDE CLOSURE DETAILS 4 N.T.S. SECTIONS N rL K 6 p W SI Wo 15-2 4 NOTED OTHERWISE BELOW, ANCHORS AT 3- FROM ENDS AND 12" O.C. MAX • LUMMCL I IV)I lw LUMLNC I L': • ):" ITW TAPCON WITH 04" MIN EMBED. AND 11N EDGE DIST. (3.321(Sl MIN CONC.) EDGE DIST. (3.OKS1 MIN CONC.) SI MIN SO DIS I (2 KSI MIN) •CONNECTION IN HOLLOW CONCRETE BLOCK: • Y4" ITW TAPCON WITH IY4" MIN EMBED. AND 2%' MIN EDGE DIST., SPACED AT 4" O.C. MAX. • V� ITW TAPCON SG WITH IY4' MIN EMBED. AND 2%* MIN EDGE DIST. - y • ELCO PANELMATES (MALE/FEMALE) WITH 1 Y4" MIN EMBED. AND 2VL" MIN EDGE DIST., SPACED AT OSS- O.C. MAX. • V4.20 ALL POINTS SOLID SET ANCHOR WITH %" MIN EMBED. AND 2" MIN EDGE DIST., SPACED AT B T%- O.C. MAX. • V4 MILLENNM MILLFAST WITH 1 Y4" EMBED AND 2%" EDGE DIST., SPACED AT 4K" O.0 MAX pp • 012 SMS W/ 2" EYEWALL ARMOR NYLON INSERT W/ 1 Y4" EMBED AND 2- EDGE DIST., SPACED AT 7" O.C. MAX 9 • CONNECTION IN WOOD (G-0.42 MIN): p • Ye LAG SCREW WITH IW MIN EMBED. AND Vi MIN EDGE DIST. _ `— • 014 SHEET METAL SCREW. WITH 1 %' MIN EMBED. AND Y," MIN EDGE DIST. ANCHOR NOTE 2: CHOOSE ONE ANCHOR TYPE FROM BELOW, INSTALL QTY SHOWN �gRLC�f O�tICONCRETE: • • (2) Y4" ITW TAPCON WITH 1-Y� MIN EMBED. AND 2Sj" MIN EDGE DIST. (3.19KS1 MIN CONC.) • (2j) ITW TAPCON SG WITH 13',' MIN EMBED. AND 2q- MIN EDGE DIST. (3.30KSI MIN CONC.) • (2 Y+" ELM PANELMATES (MALE/FEMALE) WITH 17Y. MIN EMBED. AND 2)S" MIN EDGE DIST. (3.32KS1 MIN CONC.) • ((2) Y4.20 ALL POINTS SOLID SET ANCHOR WITH T/." MIN EMBED. AND 2" MIN EDGE DIST. (3.OXSI MIN CONC.) - „ :,(2) V4" MILLENIUM MILLFAST WITH I Y"�* EMBED AND 21" EDGE DIST. (3.275KST MIN) ((2i) OP12 SMS W� 2" EYEWALL ARMOR NYLON INSERT W 2" EMBED AN 2" EDGE DIS (2 KSI MIN) NOTE: ALL 69 MAXIMUM SHUTTER SPAN INSTALLATIONS WITH MULTI -PANEL SPANS WITHOUT STORM BARS AT -9SPSF REQUIRE A QUANTITY OF (3) ANCHORS FROM THE OPTIONS ABOVE • CONNECTION IN WOOD (G-0.42 MIN): • (3) K" El0) PANELMATE (MALESFEMALE) WITH 1 T/�' MIN EMBED, AND Yi' NIN EDGE DIST. (3) V. TRY TAPCON SG WITH 1 /1" MIN EMBED. ACID �'� MIN EDGE OISi. 2) V. STAINLESS STEEL HANGER BOLT WITH 1 V" MiN EMBED. AND �" MIN EDGE DIST. NOTE: ALL OF (3) ANCHORS FROM THE OPTIONS ABOVE MULTI-PANEL SPANS WITHOUT STORM BARS AT -9SPSF REQUIRE A • CONNECTION IN HOLLOW CONCRETE BLOCK: •• SEE ANCHOR SCHEDULE BELOW FOR APPLICABILITY OF ANCHORS TO BE INSTALLED. EACH HOLLOW CONCRETE BLOCK ANCHOR IS CLASSIFIED WITH A LETTER AS SHOWN BELOW ACCOMPANIED BY A NUMBER INDICATING THE QUANTITY OF ANCHORS REQUIRED FOR INSTALLATION. THE DESIGN TABLE ILLUSTRATED BELOW APPLIES TO HOLLOW CONCRETE BLOCK ANCHORS ONLY. - TYPE (w) : V4" rrW TAPCON WITH 1V4" MIN EMBED. AND 2%' MIN EDGE DIST. - TYPE (K) :). ITW TAPCON SG WITH LY." MIN EMBED. AND 21S' MIN EDGE DIST. • TYPE (y) : Y." ELCO PANELMATES (MALE/FEMALE) WITH t V4" MIN EMBED. AND 2)S" MIN EDGE DIST. • • TYPE (2) : V.-20 ALL POINTS SOLID SET ANCHOR WITH Y." MIN EMBED. AND 2" MIN EDGE DIST. B • TYPE (U) : Vi MILLENIUM MILLFAST WITH IYi EMBED AND 2%t EDGE DIST. j1 • TYPE (v) : #12 SMS W/ 2" EYEWALL ARMOR NYLON INSERT W/ l Y4" EMBED AND 2" EDGE DIST ya wWVpMM 61WfrER SPAN of BUM81WN1N 8PN I O6L4•W1%IUUY6NUTfENGPMo mum PP6ssuRB •55 PrF 45PSF 8 aoPBF 4RMir SINGLE PM@L WAT14•ANELSPAN al EL SPAN MULRiANEL SPAN SPAN„ W.GSNI .. ..Wwn .. 6PIGLO PANEL .,� ,...,.. WNAR ..�...... CNGLEPMEL.. ._. w)M)(0)m WIM)la)Im pI11 l 1a> (Cl( f�IW1 1•T)Iq)WIMI 031141021 Il0 M'1i(b)M11171 WI WIMI �11NIIn1 W1 f+W M)N:)4G1 W,31(MII) M1 WIGMW) M1 MI(ITI MI NIA all OM M)1121 f•3)(410'N la) Iw t.3HdIM)W) fdl M)Im MI M) IF>r(m FGIM) la)MI01(o) O4)(a1M) h111W M1 WI 4G1(YD W)MI ?VA (•1)(00)(W WIIP)f+71M1 NM lallq)W1M) pG110)P'T) lal IMlla)pal tm WIIW wA fa)1T711e1)W11 PTI IYI)la)Ml WA PGIM>R1)fal ��-3?� .......... ,-•.y� No.4654 STATE OF $O FCORIOP 'o1 �rulAnno. � oN z o N $�W .r .OWi W u1 O W E d g yr ffi S r) a z rr� id - g tl ..HOLLOW BLOCK ANCHOR SCHEDULE KEY: W3 -ANCHOR TYPE "W" WITH "3" ANCHORS. I a p �6I PP( ANC OR NOTE 3: CHOOSE ONE ANCHOR TYPE FROM BELOW, INSTALL Q TY SHOWN ON IN ODNCRETEI �, - (1 H- ITv TAPCON WITH 1�• MIN EMBED. AND 2%" MIN EDGE DIST. (3.19KSI MIN CONC.) 1 Y' TIW TAPCON SG WITH 1%' MIN EMBED. AND 2%' MIN EDGE DIST. (3.3OKSI MIN CONIC.) • (((1 Vi-20 ALL POINTS SOLID SET ANCHOR WITH 74' MIIN EMBED, AND(3' MIN EDGE�D�IST. (3.OKS1 MIN CONC.) ILLEN• (1 v412 SMS WI% 2 EY WALI. ARMORYLLYLON INSERT W/ 2F EMMBEDN)1?EDGE DIST (2 KSI MIN) I ! C LL 4 GMTNDNDIWEDIEaE 15-2342 F - • CONNECTION IN HOLLOW CONCRETE BLOCK: ((2)) .V.''' ELCO ULTRACONS WITH I V.- MIN EMBED. AND 2K' MIN EDGE DIST. - (2) Y,-20 ALL POINTS SOLID SET ANCHOR WITH W MIN EMBED. AND 3' MIN EDGE DIST. (2) MILIENIUM MILLFAWITH 13'"EMBED AND 2j" EDGE DIST. (3.27SKSi MI 2 AlMILLFAST WITH SMS W/ 2- EYEWALL ARMOR ILYLON INSERT W 2" EMBED AND 2- EDGE DIN(2 KSI MIN) pAGO OCAUI. POPM19TIORl g fi@ • CONNECTION IN WOOD (G•0.42 MIN): _ (1) y" LA SCREW WLM 141• MIN EMBED. AND Y.' MIN EDGE DIST. (ii pi4 SHEET METAL SCR EV/ WITH 14S' MIN EMBED. AND %4• MIN EDGE DIST. EXTRUSIONS 0.120" 0.1I3•t' 0c�.07-5" --0o..0 o6s2s" 00.348' R0.0620O4 0.050' 450• 3" 0. 100" Ip5• 0.565• 60" 0.37525' 0.6000" 0.233"t 0.140" 00.155• o0.090"0.40z".865" 09rl 326' 9 0.1G5" \Ro,10 a0.0o i�0.4.425" 68" _T32G• 0` ' � p 1.792• 0.77S 100" 0.450" 1.0" 50" 0'--2.520',-2.270"-� 62" 1_BLADE Z6F" E. MA"LE MULLIONMALE 3 MULLION4 4 JAMB SNAPs "a 0• , 6A 1-G5 6•e1-00.260•-- 2.750" 0 521" �- 0.200" 000 o.zeo" T, O.OGO" 2.520" - H 6 6• a 1,•0' R0.001 0.050" �--, -7 0,500" 00.270 PIPE (ARM) SCHEDULE 00.270". I TYP. TYP. _ Typ 1.000" -- ^- .R0.100• - OUTES5R�piUOEINNERppS5TUDDE ^ nE IDIAMe WALL ppWA.E IDIPM� WALL p1' L R0'.0501 0.100" 00.270" - j 1.000' 0.900' 0.050 0.875' 0.775' 0.050• }- -4.000 FV FEMALE-1 M e osoo" 0.500"--� n s 14 0395„ P �A 9 .. MAX LOCATION VARIES I ib n MULLION -}�- FOR ADJUSTMENT x - fi" a p.p•2a.O 1 W 0.100" 00.270• I o soo n 0.320" 0.500' J-2.000"---•� L CAMEL BACK HINGE n FV MALE MULLION 11 ANGLE 13^ 6"=1'•0" n HEADER HINGE .•- 0.090. nb 1.620' 0.750' OSILL 8 6• a 1..0. 4. 190"1,606- 0.19 i 0.625" .-........................ . +--0.062" 0.750-EL IL i � } 0.750" ANGLE 9 6, a 1..p• s P ALUMINUM PIPE (INNER) 14 . y6rl .-..._.............. .............. / 00.270"• 3,000" 2 p Tr _�,.a _ _ rP• oq_ALUMINUM PIPE (OUTER); r "U" 15 0.38 WALL BRACKET 06p 432" } 3�_ 0.090" _ 9 FF Typ 1.606` Y 3.000' 3.000" 1.000" 1.000" "Z" BAR -PROFILE &LAYOUT 3• 1'•0 2.000• (--} 2.000" f(t'0.625• 0.013 o NG �0.250"0 FLARED END t - 0.750" 17 L-PIN - 1/4" 0 6..1..0. e `• } 0.500" FOR USE WITH PART R2603ONLY GALV. STEEL BENT PLATE 19 INSERT FOR MULLION 6• a 1..0. l.000• 10.750" 0. Lail.4 3.000"- �-3,000"--}-}1.000" _.1 4._._1 D.75p" q,\ ANGLE - PROFILE & LAYOUT '1 11•0" L-PIN-3/8"0 `� 6• a ,•.p^ ., TENSION RING L 1 6' = 1'•0' 00.258" 1 0.307" 0.432" 0.410"4 20 TAB STOP 1.313' ----1 00.132" `10.3.0. o.12s^ 0.327- ^_ALT. T_AB STOP 6 THIS INSTRUMENT PR PARED BY: Name: f �. Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole !l��lii IfIQ� 11i11 �11�11!!i li��l 1l1 i��l GRthl1" r1Hl_OYr "Eillhal)LE COUNTY t`I-J:RK OF CIRCUIT COURT & CONPTROLLER BK 91011 Ps 1495 (1Fgs CLERK'S T 2018034571 RECORDED 03 /` 9/2018 037'.13:22 P11 RECORDING FEES $11:I.00 RECORDED BY hdevore Permit Number: Parcel ID Number: 11-20-30-5AN-0000-025T The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DkfflWdRi M �f, s t's( �4� IUIi J i @$`�t�2S ICE► r i �i FT S 73 DEG CAMI&CRIPTION OF IMPROVEMENT: OWNER INFORMATION: Name: John Grimes Address: 364 Bright house Dr. Lake Mary, fl. 32773 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Image Built Inc. Address: 3418 Victory Palm Drive, Edgewater, FI.32141 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) 07/06/2018 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury,) declare that I have read the foregoing and that the facts stated in it are true to the bes of my knowledge and belief. . � Al in Owners Signature Owners Printed Name Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of flOB�e.✓4 County of 110(! u14 The foregoing instrument was acknowledged before me this / 7 day of �A'Ch byye�N t9 i l ry,e S Who is personally known tome Name of person making statement � OR who has produced identification ❑ type of identification produced: 24"'t` °''- Q ' DAVID GASKINS MY COMMISSION ,= # GG 088639 EXPIRES-JUne4,2021 Bonded ihru Notary Public Unjarvmlers �� boo -40? -