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HomeMy WebLinkAboutSUBMITTED PAPERSPermit �—Jber• I 1 0A • O (M St. Lucie County' Building & Zoning Department &C: 2300 Virginia Avenue-9 N/V� Fort Pit 462 1553rce, FL 982 St tuCie APPLICATION FOR STORM SHUTTER PERMIT - c°ur'�y SEE REVERSE SIDE FOR INSTRUCTIONS DATE: ,211 1. LOCATION/SITE ADDRESS: f o?736 /Y bi / ' I pay—r{� ilOii%�� �l�%IA C f F1- 3-11M 2. PARCEL ID NUMBER: SECT TWP RNG MAP ZNG LU _ INrr 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: Tfi) Twa�i6PJ of f (,E6Smme-rrC Rai jue-igiye seeecy 4. TYPE OF STRUCTURE: SFR ADDITION OTHER 5. OWNER INFORMATION 6. CONTRACTORINFORMATION Name: pwas FL Reg/Cert #: a E - 10Q Q q" Ul q Address: 1,27S6 NO I'►'1)90)yeK 00U2T County Cert#: 2la,L5-j City: Plum 61Ty State: Fk Business Name: rP, Zip: 3tiR90 Phone: -P� • VIS 10 Type of Surface attachment: Wood Frame Concrete Masonry Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion Roll U Colonials they 2Jv a qg+jp: 13 (�`7 CiI I PnN V�wI ' 10 1 C- ALL PRODUCTS SHALL BE LABELED FOR DETERMtNiNu imrAu*i* RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON IIACK 7. VALUE OF CONSTRUCTION: $ . GOD Uv FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in 'compliance with all applicable laws regulating construction and zoning. r VIIGbI►'�r'LZ✓�n��-t'�' PRINT QUAL IERS/ WNERS NAME STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS t DAY OF k 10 , 24-1 BY, OR WHO HAS PRODUCED AS IDEN IFICATION. i SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA 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 includes 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: .................................... 6. VALUE OF CONSTRUCTION: .......................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. 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 saw ww� Szii U,TT'ER CO, 11Pt1RA:T1'O'N 12964 SE SUZANNE DR. HOBE SOUND, FL 33455 PH: (772)-545.3300 FAX: (772)-545-3297 Property Information J Building Information J Owner: Powers Residence Wind Zone: 140 MPH. Address: 12786 Mariner Court Exposure Category: C Palm City, FL. 34990 Minimum Building Dimension: 65 ft. Mean Roof Height: 15 ft. Structure Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width (in) Height (in) Elevation (ft) Pressure (psfl Pressure (psf) 1 Int 111 56 7 35.4 -38.7 Prepared in accordance with: ASCE 7-05, Section 6- Wind Loads. Florida Building Code 2007 ed. Page 1 of I JOB NAME: MUNICIPALITY: ADDRESS: CONSTRUCTION & ZOA OPENING NO. CONSTRUCTION TYPE: OPENING SIZE SQUARE FOOTAGE SCREEN SPAN ZONE (4(interior), 5(end)) Pressure (pso EDGE DISTANCE r _ Scree -P Type ML Manufacture • - ■iflrlii CONDITION,' _I STRAIT SCREEN ANGLEDSCREEN INVERTED SCREEN BALCONY SCREEN STORM BARS TRACKS DEFLECTION DROP -IN 1/2' ��i roduct Approval MR: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #k FL13679 Application Type New . Code Version Application. Status Approved Comments Archived E9 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 Referenced Standard and Year (of Standard) Armor Screen Cc rp. 1881 Old Okeec' iobee Road West Palm Beach, FL 33409 (561) 841-88(j0 danr@armors.creen.com Daniel Rear nes danr@arml)rscreen.com Dan Rearries 1881 Old Okeechobee Road West Pal: n Beach, FL 33409 (561) 841-8890 danr@ar morscreen.com Dan Reemes 1881 Old Okeechobee Road West Palm Beach, FL 33409 (561) 8. 11-8890 dant-@armorscreen.com Shutters Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gary D. Foreman, P.E., A.I.A. PE-57343 National Accreditation and Management Institute 12/31/2011 Warren J. Von Werne, P.E. Rl Validation Checklist - Hardcopy Received FL13679 RO COI Cert of Independence P.E..pdf Standard Year ASTM E 1886 2005 ASTM E 1996 2005 ASTM E 330 2002 Equivalence of Product Standards 'Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D 04/23/2010 07/06/2010 07/18/2010 08/10/2010 Summary of Products FL # Model, Number or Name Descri tio_r. 13679.1 ARMOR SCREEN SERIES 2010 Outside the HVHZ, no glass separation is required, RESIDENTIAL HURRICANE however U to glass may break. This meets the un- PROTECTION breached envelope criterion. The system is to enclose the protected opening all around. Limits of Use Installa cion Instructions Approved for use in HVHZ: No FL.1367-) RO II Installation Instructions Non HVHZ.Ddf Verified By: Gary D. Foreman P.E., S.E., AIA PE-57343, Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +60/-63 Evi.du¢ation Reports Other: FL13679 RO AE Evaluation Reoort.Ddf Created by Independent Third Party: Yes Back C Next Department of Comi nunity Affairs Alorlda Building (:ode 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 Convrlght St tement I Acaisibllity Statement I Plug -In Software I Customer Service Survey I Contact Us Product Approval Accepts: ® 0 M securit �aurrut<:s ARMOR�i f �j PROTECTION A MOR SCREEN SERIES 2.0 10 RESIDENTIAL HURRICANE 3 OTECTIO GENERAL NOTES. • An offset between the glazing and the screen is recommended but not required outside HVHZ (Miami -Dade and Broward Counties). • The design loads are calculated in accordance with ASCE-7 per the Florida Building Code and ASCE/5EI 7-05.. o Testing meets the 2007 Florida Building Cade; TAS 201; TAS 202; TAS 203 .and fulfills its requirement for opening protection. • The opera areas in the Armor Screen Fabric are small enough that the surfac.-_ tension of water causes the barrier screen to become solid in the presence of rain, and in actual hurricane conditions has been shown to prevent damaging voluminous water intrusion, even from torrential rains. The unbreached envelope criterion is met as per ASTM E 1996 as the system is considered "non -porous" and remains intact under Impact and air pressure loading. The envelope criterion is met when the system encloses the protected opening all around. Product Marking: A label shall be fixed to the screen barrier with the following statemarii: " Screen Corporation, Current Address, Testing Standards, Current FBC Number, Job -nd Screen Opening/Number, Patented and Patents Pending, US Patent No. 6176050", PRODUCT DATA: a Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, woven mononlament geotextile fabricwith individual filaments woven into a basket weave network and calendered such that.the filaments retain dimensional stability relative to each other; The woven monoflament geotextile fabric shall have the following minimum average roll values: Grab Textile Strength (ASTM D4632) 425 x 325 LBS Puncture. Strength (ASTM D4333) 130 Les Mullen Burst (ASTM D3786) 675 Psi Trapezoidal Tear (ASTM D4533) 150 x 125 LBS. Wide Width Tensile Strength (ASTM D4595) 226 x 205 LBS/IN Thickness (ASTM D5199) 20 MIL. Wide Width Elongation (ASTM D4595) 22 x 21 % Apparent Opening Size 30 US STD Sieve Percentage of Open Area 511,10 LIMITATIONS OF USE: Maximum Span 1440 Maximum Non -Span Unlimited, Utilizing side overlapping details, page 3 Maximum. Design Pressure +60 /-60 PSF • The design pressure may be increased 5°/a, for negative loads ( 63 PSF). • Span (anchor span) equals the distance between the primary Torus of anchors on opposing sides of the screen and when calculated with negative wind pressure, determines fastener size and spacing. {,Ail Gecsynthe€ic Hurricane Screen assembly details depicted whin these drawings are typical ror: l the installation of this wind abatement and Impact system only. All other building components shown herein are depicted as existing or samples and not constructed by the screen company. INSTALLATION NOTES: • This system is designed for last minute applications that can be quickly screwed in place or initially designed for a traditional permanent anchor system. Systems that are screwed in place because of last minute protection may be converted to a permanent anchor system using the same screw -hole locations in both the screen and `structure. • Deflection is the minimum glass separation measured at mid span of the screen and subject to rational analysis (see tables on page 10). Separation offset may be achieved by utilizing Natural Deflection, Angled Style Screens, Storm Bars and Pneumatic Devices. • All anchor types and locations are determined by common and/or local construction design principles and are attached into structural members at the edges of the protected openings; i.e_ columns, lintels, masonry, or studs at each side of the openings. • Screen may be mounted with opposing primary anchored perimeters (span) in vertical, horizontal, or any alignment appropriate to the st dctur-e being protected. • if the screen does not return to the structure it should extend past protected opening by distance equal to or greater than the minimum deflection or offset, whichever is greater. For trapped openings the screen should extend completely to frill the. opening. •'The screens may be Installed at any height on the structure as Icing as the design r,x�;;su.re rating for the screens is -not ex�:ee :ad. • Anchors on the non -primary perimeter side (span side) of the screen are optional to . limit, potential sag in the screen or reduce movement on :the free side. * Opposing primary screen attachments I anchors are not required to be in direct alignment. • The thickness of typical facing materials i.e. stucco, siding, stone, brie, pavers, etc. are not to be considered part ofthe anchor embedment. Longer fasteners should be used to allow for facing materials. • Anchor embedment into masonry shall be into the face shelf, not mortar joints. o All fully embedded anchors may be flush with the finished facing provided they have the correct embedment into the structure behind the finish material. • Anchor installations should follow the manufacturees recommended methods. • Hex Nuts, Flange Nuts, Gap Nuts, `,tiling Nuts, etc. %` o.d. minimum), are acceptable when used wfth Hanger Bolt or Male Studs penetrating the fabric only. • For attachment into Tamale anchors, sidewalk. bolts, washered Read bolts or belts with a standard washer is required. • A caulk or sealant is recommended when using all wood genet Sting anchors. • Ail fasteners shall be corrosion resistant as specified in the IRG and IBC or stainless steel. • Any substitute product shall be equivalent or greater in specification. a Refer to pages 3 and 9 for approved anchors and anchor spacing. • Refer to page 10 for defection and storm bar tables. rCgIReylow 6r SERIES 2010 RESIDENTIAL -�. y v HttRM!CANE PRO T ECTION ARMOR SCREEN CORR 1381 Old Qkeechai;eo Road West Palm 804ch, FL a r -3 : i041.88DO vPAw.armorscmen.wm oa,o: 4E1241;0 Rcv oaw. Bev. ❑®ie: Foreman, PE 57343 St�?e tact to Scale Papa: 1 of W I X" 6" O.C. 2Z-1ed or Welded Edge Typical Structural Anchoring Hem See PROFILES 1 - 3 -hor Penetration -NOTES Edge folded over 3 plies m1nimurn. SCRevV TePE ANCHOR with aWashered P =1w4v Head or Standard Flat Washer "4.'- -4 $Senote$ O4, V MALE ANCHOR or Hanger Solt with Ca VVashered Wingnut or Nut Washer See notes f, : •. FEMALE ANCHOR with Sidewalk Bolt C41 or Solt & Washer See notes 7 SAIMPLE ANCHORING FOR PROFILES I - 3 APPLIES TO VERTICAL WALL OR HORIZONTAL MOUNTING APPLICATIONS STRUCTURAL ANCHORING HEMS Tr -Feld Hem old and crease on site See note 1 PROFILE I Bi-Fold Weld folded to Tri-Fold Hem See note I PROFILE 2 x I -%" Furring Strip with Tri-Fold Hem See note 2 FROFILE3 NOTES: I - For Direct Screen Attachment, PROFILES I and 2, crBate ,� hem(see details on this pagq) by folding and creasing the screen, followed,by creating the anchor penetration holes using a Scratch All, nail, or pointed object- 2. Pre -drill the furring strip 6" oxper anchor size or use a self -drilling screw (see pages 8 aftd 9). Secure the screen to the furring strip with staples to ensure positive attachment and eliminate the screen from unrolling, 3. Refer to pages 8 and 9 for anchor selection. Engina ricer SERIES2OiO RESIDENTIAL ter77 fa? HURRICANE FROTEC! ION _'t 1881 Old OkeachoboaRcad WesrFabi 8earzl%'FL 32409 1 841 GIW)"1F14 "n FE DWO: 2110 PData: - Re, FL P$7343 jsatw� Not toscare 1p"ga, 2 of 10 See-rables an Pages 8-and 9 minimum edge distance zpedf'.c tisteners and sIrLM Typical Andhor T O.C. 12"W'.11MUM - (3 Anchor knts) TypicalArmbor netration OX. I UnUmited Width Non -Span I z I z z SCREEN OVERLAP Max Span 14�" I i HORIZONTAL INSTALLATION hor - NOTES, 1. Screens may incorporate any combination of Structural Hem PROFILES I - 3 (page 2) with the appropriate -anchors Mited on-pages-8 and J. FURRING STRIP TYPICAL VERTICAL SECTIONAL VIE DIRECT MOUNT TYPICAL VERTICAL WINDOW SECTIONAL VIEW T DIRECT MOUNT COLUMNS PLAN VISV FURRING STRIP sdga TYPICALWINDOW PLAN ViaV I Den NON -SPAN SECTION MINEMUM EDGE OVERLAP (Vertical and Horizontal) Lq MMM�11 � law , By- SERIES 2010 RESIDENTIAL HURRICANE PROTECTION SCREEN. 1= 1881 Old Qkeect4bee Road W"t Palm Beach, FL 33409 (561) 841-389O wffmarmolzceenwm IPE- Date; WP24110 JRex Date: jRev, Date. S,-ale-. Not to sca'a I Psgw. 3 of 10 CONCRETE, CMU & FILLED CMU ApprovPd Appruved ' Anchor Edge EqgeCDistance DISInes—, Edq a (Typ) E Distance e Finish Finish (TYPI Embedment T14ckness Embedment Thickness DIRECT MOUNT F TRACK TYPE (FLUSH, 1', 2*, and 3* BuIldout) FRAME 1SRICK FACADE /`: Archom wi Finish s if ANCHOR SPACING - ALUMINUM TO SUBSTRATE ONLY spaf� 3. _L4� DFop-ln Anchnr 1 ;4,, IT 1121 12' 112-1 121:11 "T 12, 'Ir I a, Powers 60 (Orl IT 112' 1 IT 12, s' a- 6. Calk -In Anchor 1174' 1 30 (P$f) (PzQ '*" IT 71'12' 37il2*1iX IT 12. ' li-tiv 8' 0* a' V tr �4410 2. (ITEV rr IT W Powers _4 50 qw) e W f:' MALE I FEMALE ANCHORS OR SCREW PAVERS & TILE NOTE: Ali spans for %7 hardware is designed to 60 psf. Approved Anchor Approved Anchor T Finish Brlck, Stone or any a Thickness xil Non-Stricturai Facing Embedment Edg!' Edp - '_� ere P" CN istarce Y4' HANGER BOLT OR FEMALE ANCHOR I -q DzROP-IN OR SOLID Sri ANCHOR (Non -Structural Facing) DROP -IN OR SOLID SET ANCHOR THREADED ROD / COUPLER (Caulk or Sealar.1 suggested to seat facing) THREADED ROD I COUPLER WITH SIDEWALK BOLT Some idamage to the facing maybe expected, kVJTH SIDEWALK BOLT R iFg SAMPLER ALUMINU10 ANGLE ANCHORING CONCRETE SLABS . ...... 1� ­�vmar screen ppro-,ed Anchor IL ppravred Anchor Approved Anchor Appmved APO= _Apprq%ted A,.h nr Z Embedment E� embedment 1.Embedment Embedment EmbpAmant L te D! P stance LIDLESS ANGLE d REVERSE CUSTOM DRILLED CUSTOM DRILLED STUDDED ALUMINUM ANGLE Z'x 2* F-URRIM ST—FtP I SCREEN FTRACK ANGLE ALUPvlINUM ANGLE ALUMINUM 6"o.� Screen Attachment' CONCRETE A TTACHMENT 6" o.c. Screen Attachment 6"o.c. Screen Attachment W o.c. Screen Attachment Wingnut I Nut & Washer 8" o.c. Screen Attachrrent 11 Solt & Wingaut * Sidewalk Bolt & Nut a Sidewalk Solt & Nut 41,Anchcm a Solt, Nut & Washer b Solt. Nut & Washer M NOTES: ANCHOR DETAILS 1, For Y47 Hardware, see pages 8 and 9. ARMORSCREEN 2. For %" anchor spacing for Aluminum Angle to substrate, see above table. EnginaeftfiThevi By. SERIES 2010 RES' IDENTIAL 3. Screen attachment to aluminum requires 6" on center minimum. 4�' HURRICANE PROTECTION with F Track. N . Do not use Furring Strip System V 1 a- ARMe, 5. Screens may incorporate any combination of Structural Hem PROFILES I - 3 (page 2) 7 ;act old GKZ-ci.' R .b.,.d with the appropriate anchors listed on pages 3 and 9. West Palm Beach, FL Z:YIG 6. F Tiack and Studded Angle to be minimum 6063-T6 x.093. (541) PAI-8890 Pry-Formar PE Dana:G 6P2#t1g Rev. Date Rev. t3ace: 7. Afutninurn Angle, Custom Drilled to be minimum 6063-T6 x. Fl. F 61-343 J$mle- rat taScalejRaqe, 4 cf 10 Erriledment Finish Thi6x,.S. il9 - Edge Edga, Distance Embedment Finish FT---T- Thik,,,, MASONRY DIRECT MOUNT TOP ANCHORING DUAIL CONCRETE SLAB Female Anchor & Sidewalk Bolt J"— CON _ CRETE $LAS Direct Screw Attachrrient DECK JOIST Direct -Screw -Attachment - DEFLECT x�jj,4 SD Scrqe VY00D Offset Distance SIDE SECTION Alternate Comer Anchor L ocation 3- A • 4 A Bottom Return Anchors Using Segmented Angle Return Anchors Top Anchors Bottom Anchors PLAN VIEW Not to Scale ELEVATION Not to Sc,,Ma Bottom Mid Point Anchor '(Typ) i Edge -T ANGLED SCREEN NOTES: 1. Refer to Deflection Table on page 10. 2. Bottom Return Requires a midpoint anchor. 3. Side Return (spar• side) an ' chors are optional, 4Screens may incorporate any combination of Structural Hem PROFILES I - 3 jpage 2) With the appropriate anchors listed on pages 8 and 9, ANGLED SCREEN... ARMOR SCREEN Engineering , R6v;ew* By. SERIES 2010 RESIRDENTIAL HURRICANE PROTECT1014 4 1 $81 Old Okeechobee Road 'West Fah Beach, FL 33409 fii6l) 84-W90 wwwzmaorz- _I G4, Foreman PE FL VE-57S43 - - Rev. Date, Anchor span -L- S=en Defledlon MULTIPLE STOM4 BAR WITH SINGLE OPENING I Anchor Span SINGLE STORM BAR ELEVATION MULTIPLE STORM BAR ELEVATION I— openiqu s9ap —1 1.— Opening Span --I - Storm SarSpan Storm Bar Span I- C SINGLE STORM BAR WITH MULTIPI F OPENINGS ELEVATION t VERTICAL STORM BAR ELEVATION ---4 Anchor Span i--- R..Ible Pim orb" 5c# P. Nut AttachmentWith 4 - 912 x 11 Screws P/ ZP.rma,qenf Screw STORM BAR NOTES: 1. Refer to page 10 for deflecft i tables, storm bar tables, and storm bar alloy. 2. The storm bar system is d6signedto achieve required deflection and may utilize one or more storm bars. The offset may be increased with blocking at the support. 3. Storm bars may be positioned horizontal, vertical, angled or as required. storm bar bracket may be permanent or removable and attached to the structure using a minimum of two (2) approved X, -anchors. Refer to pages 8 and 9. 5. The storm bar bracket may be permanent or removable and attached to the stricture using a minimum off one approved A' anchor. Refer to pages 8 and 9. 6. The storm bar bracket may be wall, floor or ceiling mounted. T. The storm bar and screen should e)dend past the protected opening by the distance equal to or greater than the required defection / offset, which ever is greater. 8. The storm bar splits the anchor / screen span into multiple spans, each of which is used to det-ermine the minimum deflection. 9. Screen anchors should be sized and spaced using full anchor; sci-zan 10. Use "opening' span and positive wind pressure to determine minimum separation between screen and glazing. 11. Use "anchor span and negative wind pressure to determine fastener size and spacing, ALTERNATE BRACKETS 2"x2rx1Y2"XYF ALUMINUMANGLE Refer to Storm Bar 41 & #2, page 10 Building Structure between adjacent window 1 2" x 20 x %8" door frames may act as a Storm Bar if proper ALUMINUM TUBE off -set to the glazing is present. This applies to Type 6063-T6 both verticalandhorizontal applications. Refer to SteFrrriI Bar 44, page 10 N.Wim 2�x Alurnfpum Tube 0 Pf ZIn Dia. M 0 Type 6063�:-16 STORIM BAR WITH "Hi" BRACKET wew SERIES 2010 RESIDENTIAL HURRICANE PROTECTION ?�NIQR SCREEN, Inc. 1881 Gid%eaehobee Road West Palm Peach, FL r,409 m.crscreen- Com npe - Dalw, CS24116 Jizev, Gate. Rev, Rai- a G, Ca6; : tlotfo Scafe P3gt3: 8 or 10 Max. Span 144" TYP. of Wow Any aprrovaq I- andlot" TYP-0 OZzel Deflection Double Air Bag Yp.) Pneumatic Device Plan View ancha, TYP. Offset% %. (mid span Single Air Bag Plan View .--Struckiral Member anclicr. Typ, Side Sectional End Supported PD Deffection - The midepan between the Anchor and Pneumatic Device. STORE FRONT OR CURTAK WALL APPLICATION Plan Miew PNEUMATIC DEVICE (PD) SPECIFICATIONS: 1. Pneumatic Device consists of two parts, a refillable polymer air bladder capable of holding air without perceptible leakage, and a tough fabric coverfcr structural integrity and durability. 2. May be inflated by any residential or commercial vacuum cleaner, or air pump intended for air mattresses or equivalent devices. 3. Upon removal, the Pneumatic Device should be deflated and stored Ath screen barrier, NOTES: PNEUMATIC DE\ACE (PD) DEFLECTION SYSTEM 1. Referto the Deflectlion Table on page 10 to determine PD diameter. 2. Refer to pages 8 and 9 for approved anchors, 3. The PD may rest on vAnd rated window mullion. 4. The pneumatic device may be attached to barrier and may rest on but not attached to the structure. The device may be end supported if spanning the protected opening. 5. Inflation of the device requires a minimum pressure of 2.0 psi. 6. One or more devices may be used to achieve defiectionloffset. 7, This system may be positioned horizontally; vertically, or as rekuited. 8. The pneumatic device may be permanently attached to the screen or made removable. 9. The sleeve should not be attached to the building structure unless designed as a site specific installation by a structural engineer. 10. The pneumatic device should be positioned to provide adequate deflection between the screen I barrier and surface being protected. ved item I V n1nimurn Device Fornoi-wind rated window only Side Sectional End Supported PD Window Only Top Sectional End Supported PD to be protected 11 Prieurnaft Dewce 'i Elevaillan End Supported PD Sy'l SERIES 200 RESIDENTIAL HURRICANE PROTECTION ARMOR SCREEN, Inc, 1881 Old cke&Chobea Road West Paim SeacA FL 33409 Gary D Foramen PE i Date., OEP24/10 lRaN. Date, [Rev, Data: FL PE 5(343 in 3000 PSI CONCRETE 041.1 Archer Desaiption Miry. MES=IUM ;2n Anchor Manufacturer Part Number Ernw- E.D. (incheS) Spicing Spax Screw I Y 2 144' 6" spax Tapcon 1 V Y41 i 1ij 144" 67 Elco or-l-IIN e= =t-- Maxi -Set Tapcon i S2" i 2 Y_p 144 #* 60 A� ITW Panelmat6 (maie or Femaia)jl 1 2 Yz- Paneimate Inserts ji%71 S. 14-4" 15" Elco Tepcon SG I Y. 144" 6 I-i'vV j74" x 2 V) c—Ar4z� Sammy's SSC 2%,' 2�' 144" 6" Solid Set Anchor -W 3- 132 6 All Points Calk -In Anchor i 3- 132! 6� 41 Powers Calk -in Anchor 1 %4 .3 F It I 144�' 61 Y — 4. Powers RE= SOLID GROUTED 0AU Anchor MIn. Min. Manufacturar Part Nu bad: fin cnes) sp2dng Spax Screw Ye 144" 6" Spax 1 1 Tapcon 144" 6" Elco or I'RV Maxi -Set Tapcon I Y"21 144" 6" lTVil 1 Panelmate (Mde or Femaje)l 1 Y" 1 2 YF idr 144VI eft Elco MP "C' Elco 108" 6" Tapcon SG (1W 144!* 6" IT)1V (YI" X 2 Y4) Sammy's SSC 2 Y4" 2 Y_,- 144" 6" ITW Solid Set Anchor AR Points Calk -In Anchor 71,r Y7 10T 6" Powers Calk -In Anchor i Y, 3 Y" -14-4- Powers NOTES, 1. Maximum spans designed to 60 psf. 2. Provide longer fasteners, if required, to allow for thickness of non-structural finishes such as stucco, plaster, brick, stone, siding, etc. 3. All anchor holes to be clean and dust free before insetting intended anchor. 4. All anchors to be as specified or equal. 5, - Edge distances and -embedments are minimums, CONCRETE BLOCK (CMU) Anchor Descrfpffon 4*11. Mlir.. Maximum 4an Manufacturer Pan Number Embed ED. (i nches) sprfl Spax Screw 1Y47 2Y-,' 1 ,Y4' 1 -- ­ 72" 6' Spax Tapeon 72" 6" Elco or IT V11 9=W=_ Max! -Set Tapcon V 4' IPanelmate (Maf,- or FeMaIL-)j 1 -2N,- X, 120 64 [_ Parielmate Inserts X" 1290 6" Elco Tapcon SG I Y4' 2Yj 72" ITW S2MMY's SSC I XT 2X.-- 72" ITIN Solid Set 964 60 All Points CalkAn Anchor Powers Engineadng. Fcfavv By: SERIES 2010 RESIDEI%MAL KX HURRICANE PROTECTION ARMOR EXPZEN, ino, 1681,01d Okeechobee Road West P.SIM Be*ctl. FL 334D� Dart D4.-Man PE Daw 0611-4/10 rev Dallw Rev. Date; TL PE-57343-- - �_'­ fJ'* i.- or;-_ 0 :t ii- - - - -11 WOOD SYP #2 (G Dial Artnc�r Les s MaXIMLM 4an Anchor Manufacturer Part Number Embed] E.G. Zacing SQpax Self Drilling SCreW, 2* 3/ ay —8p W 6!, Lag Screw 2' 41 Y47 144" jj 6. Tapcori or #14 Wood SC 2- Y4- 144" 6" Elco or JTVV rF 144" Elcoarn Panelmate inseams I i w"' j Elco 44 Tapcon SG Y., 144" 6" ITW SaMIT-fl/s SSC, 144ft 1 Hanger Bolt 2- -y4- NOTES: 1. Maximum spans designed to 60 psf 2. Caulk or. sealant is recommended for all penetrations into a wood substrate.. 3. Provide longer fasteners, if required, to allow for thickness.of non-structural finishes such as stucco, plaster, brick, stone, siding,. etc. - 4. All anchors to be as specified or equal. 6,. Design as per NDS 2005, 6. Douglas Fir - Larch is an acceptable alternate. 7. Edge distances and embedments are minimums, .STEEL AND ALUMINUM Anchor Deacnption Min. Min NWIMUM span Anchor PartNumber mbed. ED sDacing rilling Screws SelfDO X" 72" Ye'-14 TEKS Self Drilling Screws Inate 2 Y4'(-14 TEKS Self Drilling Screws inote 2 61 %°-14 TEKS Self Drilling Screws note 2 YT Y4. Y'-14 TEKS Z Rivet Nuts 144" 67 1 X" - 20 Atlas Self Drilling Screws hate 2 XV Y4"-14 1 FKS 11 ts Rivet Nu 4' pppppp 44- CSC Y47- 20 Atlas I Fz� - - NaTES, 1. Maximum spans designed to 60 est. 2. Provide longer fasteners, if required, to allow for thickness of non-structural finishes such as stucco, plaster, brick, stone, siding, etc. I Screws shall extend past rnetal at least 4. All anchors to be as specified or equal. 5. Edge distances and embedmerIts are minimums. SERIES 2010 RESIDENTIAL HURRICANE PROTECTION tr hRt-10R SCREENk Inc. 11681 Uld Oke-eamb. Road West Petro Beach, FL. 33409 wvw.armomcraenw.%r. Gary ALan PE E.E. MWIQ I R"'02tfz- I pe". K'—ie. FL PE 57443 -[scala- mottascatAepaga-- a rf 10 DEFLECTION TABLE Span In feet Span in inches Defection in inches 30 psf 40 psf 50 psf 1 60 psf 2 ft. 24 3.0 3.1 3�.3�3.s a ft. 36 4,0 4.2 4.4 4.8 4 fL 48 4.9 sx3 5,5 6.0 5 ft. 60 5.9 6.3 6.7 7.3- 6'ft. 72 7.2 7.8 8.1 9.0 7 ft. 84 8.2 8.8 913 102 8 ft. 9 ft. 96 9.2 9.9 10.4 11.5 125 10.2 11.0 11.5 12.8 10 ft. 120 1 11.2 12.0 12.7 14.0 11 ft. 32 -1 12.2 13.1 13.8 15.3-. 12 ft. 144 13.1 14.2 14.7 16.5 NOTES: I- Defection Is the minimum glass separation measured at MID SPAN of the screen and subject to rational analysis, 2. One inch (1") has been added to actual minimum separation for suety ;actor. EMBEDDED ANCHOR A IV A - Internal Thread Length 6 - Winimum Thread Engagement VIA tA� MINIMUM BOLT THREAD ENGAGEMENT NOTES: 1. Table applies to any threaded connection. 2. Refer to anchor spacing tables, pages 8 and 9, for anchor embedment 1 Edge distances and embedments are minimums. sTbRM BAR TABLE Storm Bar Span I Length 3' 4# 5! 1 6' 1 8; 1 2 Max. PSF Per Deflection Table Deflection Per Deflection Table Wbod 2- x 6- X X X X -21 Wood 2' X 8" X X X X X Alum. Tube 3 V x Z'x Ya' 6063-T6 Alum. Tube 4 2" x 21" x Ye" 6063-T6 X X X Alum. Tube 5 2" x 4" x AO 60'611 J5 X X X Alum. Tube 2" x 4' x X" 6061 -T6 X X Alum, Tube Z' X 6' X �A" 6063-T6 Alum- Tube 2" x 6" x Y?-" 6061 -T6 Alum. Tubs rX Zx 8" x 1/4" 6061 -T6 X X x x X l X X NOTES: 1. Wood Storrs Bar #1 and #12 requires alternate storm bar bracket, see detail on Page 6, 2. Wood Storm Bar 41 and'#2 to be #2 SYP (Southern Yellow Pine) or Douglas Fir -Larch. 3. Storm Bars #3, #4, #5 and -#5, screen width supported by storm bars shall be equal to span or a' maximum. For screens wider than maximum mAdth use multiple storrn bars. Engisec,ing R�j�w ay; SERIES 20 0 RESIDENTIAL HURRICANE PROTECT ION AWOR SCRES4, tmu. Fora�mn. PE 1881'v'd Okeechobee F=d Wost Palm SqaCh, FL 33409 Da(e, W24M0 IRc-- oats; firav, fiats; FL of