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er e e a �c a-.- W�, 5!''.-#�� 4 ¢A:.13.�,'.�tGle � t�. , 4-�c JY. +�' +3:z'"e`�--�•'t'� i,.xr '" "��'."u�^`.-,..w,.""r�',` p"�.�;�>3:�'a"'r�i-'. m .,,^:+��•g �+�•.,•+�.a�.wrh�aeT,=+!*.*�wn+r�.avr..suet waaaxRs �%+�"in+§.��Y��E+L+Ji4twc�g"�,ee'a',�y +� - "+--=�•:. ----�,,_ -4_ _s_z_.z:.,.�,�..�;�,.,s..:.rr�a-n++.r�rz..x.'n s�+s-�-W:.,.:�.._�✓f..__...,.r��...�_.. -.. -.. - _ - . a RECEIVED SEP 18 2019 Property Identification ST. Lucie County, Permitting Site Address:7306 DELAND AVE Parcel ID:1301-606-0182-000-6 Account#:1578 e:02/34SI39E Map ID:131025 Zoning:RS-4 Count Use Type:0100 Jurisdiction:Saint Lucie County Ownership Legal Description Arunas Stungurys LAKEWOOD:PARK-UNIT 6-BLK 67 LOT13(MAP 13/026)(OR 3686.811) Elizabeth Stungurys 7306 Deland AVE Fort Pierce,FL 34951 Current Values Historical Values 3-year Just/Market $99,900 Assessed: $99,900 Year Just/Market Assessed Exemptions Taxable Exemptions: $50,000 Taxable: $49,900 2019 $99,900 $99,900 $50,000 $49;900 2018 $87,300 $62,024 $0 $62,024 2017 $75,100 $56,386 $0 $56,386 Sale History Date Book/Page Sale Code Deed Grantor Pace 10-22-2014 3686/0811 0112 SP Federal.National Mort Assoc $48,900 07-29-2014 3657/1560 0112 CT Mentelos Thomas H $0 04-06-2005 2212/2069 XX00 WD Moore Edna H $142,000 Primary Building Information Finished Area of this building:1,008 SF Gross Sketched Area:1,536 SF Exterior Data View: Roof Cover.Dim Shingle Roof Structure:Hip Building Type:HC Year Built:1987 Frame: Grade:C Effective Year.1987 Primary Wali:Wood no Sh Story Height:1i Story No.Units:i Secondary Wall: Interior Data Bedrooms:2 A/C%:100% Electric:MAXIMUM Primary Int Wall: Full Baths:2 Heated%:100% Heat Type:FrcdHotAir Avg Hgt/Fioor.0 Half Baths:0 Sprinkled%:NIA% Heat Fuel:ELEC Primary Floors:Tile-Ceramlc Total Areas Finished/UnderAir(SF): 1,008 Gross Sketched Area(SF): 1,536 Land Size(acres): 0.23 Land Size(SF): 9,825 I f 1 Total Building Count: 1 FILE COPY Special Features and Yard Items Type Q909ty Units Year Bit ®� Driv-Concret 1987 UTILITYAVG 1 1680 2007 All information is believed to be correct at this time,but is subject to change and is provided without any warranty. 0 Copyright 2019 Saint Lucie County Property Appraiser.All rights reserved. Dio o IL 1 s t i i t i 3 ) ` 25"X 617/8" k }� t 52 X61 25"X617/ _�'4^E¢ :✓.d .�f.`- :� j.:•-^--_si-e`;a,—.,_+�-"."*t^^ �' �•(.� is { cT` c-<"-" _ Replace Windows in Living Room Bay Y w++ t y q,� 35.7/8"X 617/8" L35 7/8)'X 617/8"' ... T1'" '.SLI'• '� r y-= Replace Windows in Master Bedroom J 6 pp ti, _m7 T' � 35 7/8"X 617/8" 35 7/8"X 617/8"jjv Ift .41 . x>x�.�L>; _r •"+3' �' r.; ti '. Y I �._ a� {F.t t)'k. �5 st t � t i. - k t S k { � 7( 5� klt } • t _3 b k ! 7�� t F � _ i., f j 3 tr Replace Windows in Guest Bedroom A z Replace Windows.in Garage 25'/2"X 37%" 3 35 7/8" X 37 YV'. 4 r' 3+ M T i uhf 'Y Replace Windows inKitchen j Replace Windows.in Bathrooms _ Replace Sliding Glassdoor r 2Dining Room .. K,ti .:u„ - .�,, SIL'' .•d ;�^�> Model: 60557RBLHZ Internet/Catalog: 206946303 Store SKU: 1001779632 Enjoy all the features of our popular American Craftsman 50 Series Gliding Patio Door with the convenience of built-in blinds,Blinds are conveniently located between panes of glass,so they're protected from dust and damage.Plus,energy-efficient glass helps you save on heating and cooling bills, High velocity hurricane zone(HVH4 approved Steel reinforced construction for durability Blinds are located between the panes of glass,protected from dust and damage Cordless design allows you to raise,lower or tilt blinds to easily control the amount of light and privacy desired Low-maintenance vinyl,never needs painting Easily walk through your patio door without interference of blinds or curtains Low-E glass Smooth operating rollers allow door to open and close easily Hardware color matched to interior and exterior Low-maintenance vinyl never needs painting Click here to learn more about MFG Brand Name:American Craftsman ztnrericcm C,':•uftsmurt 72 in.x 84 in.SO Series HVHZ Approved White Vinyl Right-Hand Sliding Patio Door with Blinds . Specifications ��® Reviews Overview Bore Type Single Bore Color Family White Color/Finish Whits Core Type Hollow Core Door Configuration Double Door Door Glass Insulation Dual Pane Door Handing Hight-Hand/Slide Door Height(in.) tat? Door Thickness(in.) 4.75 Door Type Sliding Patio Door Door Width{in.) 71.625 Energy Star Qualified Not Qualified Features Weatherstripping Finish'lype Finished Frame Material Vinyl Hinge Type Bail Bearing'- Included earingIncluded Handle Set,L.ockset Manufacturer Warranty Limited Lifetime Warranty Material Vinyl Number of Lues 1 Lite Product Highlight 1 High Velocity Hurricane Zone approved Product Highlight 2 Convenient built in blinds are protected from dust&damage Product Highlight 2 Fully assembled for quick,&easy Installation Product Weight(ib.) 80 Rough Opening Height(In.) 80,25 in Hough Opening Width(In.) 72.128 American Craftsman 70 Series Single-Hung windows are ideal for homes along the coast where strict code requirements are enforced. Offering a masonry flange frame typo for block construction, this 70 Series single-hung a features low-maintenance vinyl interior and exterior that never needs painting.The bottom sash of this window operates for ventilation and tilts in for easy cleaning. White exterior and interior Sun glass for energy efficiency t Does not include grilles o White hardware &a white insect screen included Q Block and tackle balancers provide easy operation and a tilt-to-clean design makes cleaning easy 112 in, masonry flange for easy installation into masonry block construction Limited lifetime warranty Included insect screen helps provide natural ventilation For residential masonry-block and frame construction Florida Building Code compliant Click here to learn more about MFG Brand Name : American Craftsman Silvefflneo by,Andersen WINDOWS • DOORS -- > ..• .5 P; 53.25"MAX.OVERALL FLANGE WIDTH �.� "' •"•• `!;�� N ri m - 52W'MAX.OVERALL FRAME WIDTH 9 z oZ \ u� 9moa SERIES 70 - MODEL 2127FL «g N m d a EXTRUDED VINYL SINGLE HUNG WINDOW LL w/ or w/out FLANGE 1 � � o NON-IMPAcr _ , 3 Mz W W 2 o GENERAL NOTES z i. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building x � Code(FBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZJ, o o z 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. g a a Q � 3. When used in the"HVHT'this product is required to be protected with an impact resistant X d covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the"HVHZ'requiring wind bome debris protection this product Is required to be protected with an impact resistant covering that complies with Section 1609.1.2 o cs of the FBC. aP+d o 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x z buck masonry construction. o $ 6. Site conditions that deviate from the details of this drawing require further engineering analysis w by a licensed engineer or registered architect. 0. € 7. This product meets water Infiltration requirements for"HVHT. OVERALL OVERAI! MAX'' GLASS DE31GN PyRESSt1RE(PSF)' N c TABLE OF CONTENTS FIANGE' FRAME D 1 O TypE POSITIVE NEGATIVE', w o 0 SHEET# DESCRIPTION DIMENSIDIMENSION s 1 Typical elevation, esign pressures&general notes 53.25"x 63.58" 52.00"x 62.50" 47.69"x 28.25" +62.8 -65.0 ME10 0 12 3 b 2 Horizontal&vertical cross sections G1• wAm N.T.S. JK o�, m 3 Horizontal&vertical cross sections 53.25"x 74.08" 52.00"x 73.00" 47.69"x 33.50" +55.0 .60.0 cm on JK 3 LFS- 4 Buckand frame anc oDPAWM n g 5 Bill of materials,glazing details&components FL--1491121 0 EHEEr-I-OF 0 a G U M 4f§ 4 NOTE: 24 •° �� � z�— 1.LOCATE OPERATING SASH LOCKS 7.5° ,O •Te m FROM EACH END OF THE ACTIVE * n / MEETING RAR,FASTEN WITH(2)#8 x 314" SELF TAPPING SCREWS. 25 23 1-i���'•..,• � o m m / 2.LOCATE SASH KEEPER 6.5°FROM EACH `,ri Ii `C��% N M 0 END OF THE MEETING RAIL,FASTEN 26 ��INI*per %%% o Mmz° 1 WITH(2)116x3/4'SCREWS. �p o a'9 Ea zmmo 3 / o0 1 ao 'mda� 0 9 E 9Z 1 1W EXTERIOR GI G2 INTERIOR •'a / SEE 32 3 a X 31 11 NOTEI SEE c / 17If 1U NOTE I 14 z J �y a 9 2 2 3 4 c 3 2 3 3 12 Q 3 al q 4 18 23 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 23 v 27 27 o a 16 Z c 26 INTERIOR 26 U N o �v o to v.` .a 0 17 D .v.• 19 8°z o En 34 33 36 34 G2 G1 7 15 > ° d 20 o o °,a•v o o 2 6 QN 00 15 NEI u a a p > z 26 o �v p CNK{' 1 II'i 25 a m aLi24 Iwo C= �� F C z 24 9 9 N Z 24 EXTERIOR a o a mm 10130112 o 1 1 1-1/4"MIN. JK a a 27 sous N.T.S. 9 37 BELOW THE MEETING RAIL -BELOW THE MEETING RAIL 37 EMB.iYP. t�nc ere LFS 9 1-I/4°MIN. �2 VERTICAL CROSS SECTION FROM Noa EMB.TYP. ��_HORIIONTAL CROSS SECTION ro • 2 Shown w/2X buck 2 Shown w/2X buck FL-14911.21 n bssr 2 of 5 d ABOVE THE MEETING RAIL 4OR ° ° ' a O•, •� 3 27 � ABOVE THE MEETING RAIL 24 'a ..° �`�5.Eta. `� J 27 c d ' 4g k e m INTERIOR 26 °,' ° yq`� • a 26 >.a ° 26 29 ,� •...*.P► ` $ o i ° 34 33 36 34 17 rrrrrr� ►► G2 G1 7 15 ;m Em z oSa=ILm as� Aa; EXTERGl G2 INTERIOR ° a a SEE 32 m EXTERIOR 31 11 NOTE 1U SEE �z 1::�i 1 22 22 1 17 NOTE 10 1-1/4°MIN, 1-1/4 MIN. d EMB.TYP. 38 BELOW THE MEETING RAIL BELOW THE MEETING RAIL 88 EMB.TYP. 14 9 HORIZONTAL CROSS SECTION � x �� NOTE: 3 Shown w/1X buck 0 5 1.LOCATE OPERATING SASH LOCKS 70 d ' _ v`^ FRAME SHOWN w/OPTIONAL 12 al g` FROM EACH END OF THE ACTIVE FLANGE(TYP.THIS SHEET) Q 3 MEETING RAIL,FASTEN WITH(2)#8 x 3/4° SELF TAPPING SCREWS. 18 2,LOCATE SASH KEEPER 6.5'FROM EACH 4 END OF THE MEETING RAIL,FASTEN WITH(2)#6x3/4"SCREWS. d 16 a z u R� D B D 19 N s D pp 19 0 19 8 0• o 19 p 0 6 20 �� E 20 20 6 g o 2 156 2 15 �` ori 26 00 26 26 = 3 . s• 6 '. a ''�• °+ MING 4-3 DAM 10130112 z ' .. • • ' ,. . >... Scams N.T.S. 9 � oxv.en JK m �3�VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION oft en LFS 3 3 Optional masonry s-1113 Optional masonry sill �21 VERTICAL CROSS SECTION D RAW �, 3 Shown w/1X buck _14911.2I 3 or5 a it .``'C •.�p�'�� N , 12 a Mal•IG C v z ez . . 9m�� T C; .3 m d a� TYP.24 2X BUCK W 23 9 z 2X BUCK 1X BUCK 24 2X BUCK TYP. 2X BUCK 23 3 r — 1XBUCK 24 to o w FRAME 2X BUCK — TYP _ N — FRAME i �o MASONRY MASONRY MASONRY OPENINGOPENING 2X BUCK 37 OPENING a 2 Gl iX BUCK 38 v 2X BUCK to ' M o _ TYP. 1 to I BUCK 38 " a — — _ TYP. -L 7 � z 03 BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING w o rn MASONRY 52"X 73"MAX. 42"X 58"MAX. xW z CONCRETEANCHORNOTES: y o I.Concrete anchor locations at the comers may be adjusted to maintain the min. $ edge distance to mortar joints. k'N 2.Concrete anchor locations noted as"MAX,O.C.(TYR)"must be adjusted to � maintain the min.edge distance to mortarjoints,additional concrete anchors i may be required to ensure the'MAX.O.C.(TYP.)"dimensions are not exceeded. n m 3 Concrete anchor table ANCHOR NCNOR MiN MIN CLEARANCE MIN CLEARANCE. N m a ;TYPE SIZE EMBEDMENT; 70MfISONRY TO ADJACENT::;; "'w c " • z ..:RbGE..:..... z ITW TAPCON® 1/4" 1.1/4" 2" 4" —10130112 Z ELCO sriva N.T.S. 9 ULTRACON® 1/4" 1'1/4" 1" N. own.tm JK m' WOOD SCREW INSTALLATION NOTES: CHX e" LFS 3 d 1.Maintain a minimum 618"edge distance,1"end disfance,&1"o.c.spacing of oROM tro: N b wood screws to prevent the spli ing of wood. FL-14911.21 n S slreer�ov 8 'a BILL OF MATERIALS `S��`��� ITEM DESCRIPTION MATERIAL �` aJ�. m 1 EXTRUDED PVC MAIN FRAME#52-2611' pVC 5/8" � OVERALL `C;' ''•.,��` THK.GLASS 2 EXTRUDED PVC SILL#52-2673` PVC =Z:X % _"' 3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD#1257• PVC Q� 3U 1/8"ANNEALED N * �°��-�'m 4 EXTRUDED PVC MEETING RAIL#52-2907' PVC �O` 5 EXTRUDED PVC TOP LIFT RAIL#52-2949' PVC 'moi,�''••.,� �rp`% H o m' 6 EXTRUDED PVC BOTTOM RAIL#52-2905• PVC on AIRSPACE /�i��::/I111111,`;`,`� o n^z 7 EXTRUDED PVC STILE#52-29051 1/8"ANNEALED *P c,n-° 9 EXTRUDED PVC GLAZING BEAD ERT.&HORT. #52-1227- PVC ;; c, x i d 10 OPERABLE SASH LOCK#12-2241 _ E z m°° 7/16"GLASS ° 5 a a li 11 SASH KEEPER#12 2240 STEEL BRE yr 9 d t a- 12 12 FIXED REELING RAIL EMENT 50-260 #50-2608 ALUM. G1 G z NG DET IL o 0 0'78" �y g� c o 14 LOCK RAIL REINFORCEMENT#50 2609 ALUM. 5/8"OVERALL o°Z 15 BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2967 ALUM. �a W 16 WINDOW SCREEN THK.GLASS o a 17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH ULTRAFAB - QO 3$ 1/9-ANNEALED 18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED MEETING RAIL ULTRAFAB - 3 GLAZING BEAD ? 19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL ULTRAFAB Sash intedock 3 20 WEATHERSTRIP VINYL BULB.187'x.375'0 AMESBURY AIR SPACE Z o c _ z $ 22 GLAZING COMPOUND DOW#1199 SILICONE ry 3 � a 1/8 ANNEALED n 23 #10 X 2"PPH SMS STEEL 22 24 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL L o0 25 2X BUCK SG>=0.55 WOOD 7/16"GLASS s 26 1/4"MAX.SHIM SPACEBITE T MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI G2 GLAZING DETAIL 0.05" c 27 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 GLAZING BEAD a o m 29 1 X BUCK WOOD d 30 INTERCEPT SPACER STEEL 0.82 31 SASH KEEPER#12-5550-030 STEEL 0.88" c, 32 OPERABLESASHLOCK#12-SK01-100 STEEL o. d 33 TILT LATCH#07-76625 STEEL 34 #8 X I"PPH SMS STEELN 3 0.125' o 35 SUPERSPACER c BUTYL �` I '—� w o 0 cn 36 TILT LATCH HP-1 MFG.BY ASHLAND STEEL o 0.455'�I I-- I z in 37 #10 X 3"PPH SMS STEEL c 38 114'X 4"PFH ELCO OR ITNJ CONCRETE SCREW STEEL 12 LOCKRAIL TOP 14 LOCKMIF NG RAIL 15 BOTTOM UFTRAIL d SASH o$ Reinforcement Reinforcement Reinforcement $ 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED w o� BY EXTRUDERS LICENSEES IN"HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". r—2 69" 2.69" In e 1.16" O .w cO r 1.16 Tom a—o 0.91" I --1LL 1.19" I O21 11 .OSS' o N o 0 0 f; L I To DD65^ O cl a^z`J � 1^ T IIIOOO o ES �l. I�� wT�e 10 30 12 Z0.065" .065" `�d o � N.T.S.$ e F+�-1.16" o c 0.91 on eh JK m 8 o Optional Flange Optional Flange cm en LFS ; _ �EXTRUDED PVCSULE �1 EXTRUDED PVC TOP UFTRAIL PVC MAINRAME DVC SILL �wao NOJ EXTRUDED PVC BOTTOM RAIL 4 E7 UDED PVC E NG RAIL a 1 P (�-- N �3 `t FL-14911.21 0 b o SM7 5 ov 5 D d Ampj+,r,r,� The application of harmful cleaning solutions or products including,but not limited to,acetone,petroleum Cl`J„,�wC�Y�1.0 ® products or abrasive compounds. ra fi l gar, Misalignment of grilles/muntins of 1/8'or less from appropriate position. Slight fading and/or color variations caused by normal aging or weathering. by/�ndeTSen ............. Tom or ripped insect screens for any cause whatsoever. Limited Lifetime The improper removal of any permanent warning or identification to the from the product or products The rusting ereorrosion ofnon-vinyl products orcomponents due to the close proximity to coastal areas unless the product is composed of appropriate stainless steel or other non-corrosive hardware. Installation of the product or products outside of the 48 contiguous United States. Warranty Additional Items Excluded From This Limited Warranty Minor blemishes in the glass that do not significantly impair the structure or vision through the glass,including glass curvature. Color variation or variations of the glass. Residential vinyl Windows and Patio Doors Glass breakage for any cause or anyreason. Subject to the terms and conditions stated herein,American Craftsman'window and/or patio door products Damageduetoexposuretostresses arisingfiomglass surface temperature differentialsorcausedbybuilding (including mechanical parts,components and insulated glass),are warrarded to be free from the following defects settlement or movement. in manufacturing,materials and workmanship to the Original Purchaser for the lifetime of the product • Condensation on the external surfaces of the window and/or glass,which may occur as the natural result of a) Blistering,peeling,flaking,rotting or corrosion. humidity and interior/extemal temperature differentials. b) Material obstruction of vision on the internal surfaces of the insulated glass unit caused by seal failure of the Damage due to the transportation or installation ofthe glass product or productsat altitudes in excess of3,500 Insulated glass unit feet above or below point of manufacture unless equipped with capillary or breather tubes. In the event a failure occurs as a result of a defect in manufacturing,materials or workmanship within the limited The very gradual,natural migration of inert gas used in insulated glass units. warranty period,American Craftsman,upon receipt of the original part/component/material or validation of the Improper application,alteration,modification,or use of the insulated glass units,including the application of complaint,will at its option:1)provide a new replacement part/component/material;or 2)provide a factory- aftermarketfilms. authorized repair to the existing part/component/material;or 3)refund the purchase price or the retailer's/dealer's For quality assurance purposes,all window and patio door products should be inspected by the Original Purchaser price at the time of the original purchase,whichever is less.American Craftsman reserves the right to require return prior to,at the tim a of installation,or upon transfer of title to the Original Occupant of the defective part(s)/component(s)/material(s). Patio Doors with Shades/Blinds In Insulated Glass General Conditions and Exclusions The limited warranty set forth in this document is the only express warranty(either written or oral)applicable to Subject to the terms and conditions stated herein,the shades/blinds in insulated glass(including insulated glass, American Craftsman'windows and doors,and no one is authorized to modify or expand this limited warranty.All shade/blind insulated glass seal and external control mechanisms attached to the glass)in American Craftsman' warranty claims must be made during the applicable warranty period. patio doors are warranted to be free from defects in manufacturing,materials and workmanship to the Original Purchaser for ten(10)years from the date of purchase from the dealer. ALL IMPLIED WARRANTIES INCLUDING MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE LIMITED TO THE APPLICABLE STATUTE OF LIMITATION,BUT IN NO CASE WILL EXTEND BEYOND THE TERM OF THE LIMITED In the event a failure occurs as a result of a defect in manufacturing,materials or workmanship within the limited WARRANTIES SET FORTH ABOVE.AMERICAN CRAFFSMAN EXCLUDES AND WILL NOT PAY FOR INCIDENTAL OR warranty period,American Craftsman,upon receipt of the original part/component/material or validation of the CONSEQUENTIAL DAMAGES,WHETHER ARISING OUT OF CONTRACT,TORT OR OTHERWISE,AND ITS LIABILITY WILL complaint,will at its option:1)provide a new replacement part/component/material;or 2)provide a factory- IN ALL INSTANCES BE LIMITED TO THE REPAIR OR REPLACEMENT OR REFUND OF THE ACTUAL PURCHASE PRICE OF authorized repair to the existing part/component/materiai;or3)refund the purchase price or the retailer's/dealer's THE DEFECTIVE PRODUCT. price at the time of the original purchase,whichever is less.American Craftsman reserves the right to require return of the defective part(s)/component(s)/matedal(s). Some states do not allow limitations on how long an implied warranty lasts and/or the exclusion or limitation of incidental or consequential damages,so the above limitafions may not apply to you.These warranties give you Residential Vinyl Windows and Patio Doors In Commercial specific legal rights and you may also have other rights which vary from state to state. Applications The warranties cover replacement parts,components and/or materials only,and American Craftsman does not American Craftsman'windows and doors installed in a building operated as a multi-family dwelling or used for assume any expense or responsibility involved with the removal and/or reinstallation of any replacement parts, commercial purposes or rental properties such as schools,houses of worship,apartment complexes,government components or materials.American Craftsman reserves the right to discontinue the model or models manufactured owned structures,office buildings,etc.,are warranted to be free from defects in manufacturing,materials and under these waffanties.Any discontinued parts,components or materials may be replaced with an equivalent part workmanship to the Original Purchaser for ten(10)years from the date of purchase from the dealer.In the event a at the sole discretion of American Craftsman.American Craftsman is not responsible for any color variation in the failure occurs as a result of a defect in manufacturing,materials or workmanship within the limited warranty period, replacement part,component or material.American Craftsman is not responsible for any window or door which American Craftsman,upon receipt of the original part/component/material or validation of the complaint,will at has been modified in any manner to accommodate an alarm system which may be attached to the product nor is its option:1)provide a new replacement part/component/material;or 2)provide a factory-authorized repair to it responsible for the reconnecting of the window or door to the alarm system.American Craftsman reserves the the existing part/component/material;or 3)refund the purchase price or the retailer's/dealer's price at the time right to inspect any and all products with alleged defects in the field.Field visits may result in service charges for of the original purchase,whichever is less.American Craftsman reserves the right to require return of the defective non-warranty inspections. part(s)/component(s)/material(s). ELIGIBILITY REQUIREMENTS Limited Warranty for Exterior Color Finish Enforceability of the warranties set forth above is limited to the Original Purchaser.The term'Original Purchaser" The color finish on the exterior components(frame,sash,panels,sills and grilles)on American Craftsman vinyl as used in this limited warranty means: residential window and/or patio door products is warranted to the Odginal Purchaser to be free from manufacturing - That individual,Individuals or entitywho or which took original title to the premises or are the original occupants defects resulting in color fade greater than 5 delta E•(when measured in accordance with ASTM 2244)and free of the structure in which the productwas installed. from blistering,cracking,peeling and any loss of adhesion for a period of ten(SO)years from the date of purchase from the retailer/dealer. Claim Procedure What is not covered by this exterior color finish warranty:exterior colors of white,soft white,beige and sandtone, To make a claim under this Limited Warranty,contact us at accessories and hardware,including insect screen frames and aluminum coil stock. Af112fICaq(;faftSfllafl.YVIpdOW a0(I 0001 Company In the event there is a defect covered by this limited warranty for exterior color finish within the limited warranty Atte:American Department W period,American Craftsman,at its option,will:1)refinish the product-labor is included(the finish will be applied t with standard commercial refinishing techniques and may not be the same finish as originally apprred to the P.O.Box 6029 product);2)repair the product 3)provide replacement part(s)or product(s)to the American Craftsman retailer/ North Brunswick New Jersey 08902-6029 dealer you specify-labor is not included;or 4)refund the purchase price or the retailer's/dealer's price at the time , y of the original purchase,whichever is less. You may also contact us on our web site at www.amedeancraftsmanAndows.com or reach us by phone `Technical measurement of color fade at 888-504-0005. What is NOT Covered by This Limited Warranty You can help us serve you faster by providing the following Product failure or dam age due to the following: Important information• The improper installation of the product Description of the product as the exterior color,unit p type and size and inside visible glass measurements. The improper application or use of the product Product information from the product label. The occurrence of accidents,vandalism,fire,floods,acts of God including,but not limited to,earthquakes Description of product concerns. and hurricanes. • Any modification oralteration tothe product. Documentation of the purchase date,if available. The failure to perform reasonable and necessary maintenance on the product Ori®nal purchaser's name,address(with rip code)where the product is installed and telephone numbers. The neglect,abuse,improper handling and/or improper storage of the product. NON-TRANSFERABILITY:The warranties described above are non-transferable and limited to the Original Purchaser • Exposure of the product to excessive heat and/or cold beyond naturally occurring conditions. as described above. Stresses caused by building defects or settlement or movement of the structure in which the product is If any part ofthe warranties described above Is void or unenforceable in arty State ofthe United States,the remaining installed, portions will nonetheless continue in full force and effect "American Craftsman"and all other marks where denoted are trademarks of Andersen Corporation and its subsidiary.©2016 Andersen Corporation.All rights reserved. Effective as of March 2016. 398 E.Dania Beach Blvd. /Q/A\\ BUILDING DROPS Suite 338 004 A Perfect Solution in Every Drop Dania Beach. 4 8 TEL Certificate of Authorization_29578 95 .744. 738 TEL 954.744.4738 FAX www.buildingdrops.com RECEIVED June 14,2017 SEP 2019 TO: Whom It May Concern ST. Lucie County, Permitting FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: Silver Line Building Products One Silverline Dr. w'31 L C 0 P,%Ig North Brunswick, NJ 08902 Dear Sir (Madam), Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, i S F. Dpi o ,. o. 7 0 % Digitally O•...•�:�G�=�,�� Digitally signed by Hermes F.Norero,P.E. Reason:I am 1/1 /ONA���% Date:2017.06.14 21:4 proving 3004!00'this document Hermes F. Wo,P.E. Florida Registered Professional Engineer#73778 Page 1 of 1 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Corp. V1 Series/ 70 Series Single-Hung'Window (2127) (Non-Impact) (HVHZ) for Florida Product Approval F L## F L1491.1 Report..No. 5485 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: V1 Series/70 Series Single Hung Window (2127) , Material: PVC Product Dimensions: See Installation,Instructions,SWD049 Prepared for: .Silver Line Building Products Corp. One Silverline Dr. - North'Brunswick; NJ 08902 �% F J. Prepared by: • • • o Hermes F. Norero P.E. 7 Florida Professional Engineer#73778 b Date:01/23/2018 T T Contents: j. Evaluation Report Pages 1—3 �CONAL ?����` Digitally signed by Hermes F.Norero,P.E. Herme's �l'�I o, P.E. Reason:I am approving this document Florida No.73778 Date:2018.02.1414:46:24-05'00' I //nA\\ BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 01/23/2018 Certificate of Authorization:29578 Report No: 5485 - Manufacturer: Silver line Building Products Corp. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: _V1 Series/70 Series Single Hung Window.(2127), Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Building Products Corp. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions SWD049,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters: Limits of Use: 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD049 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD049 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 + 4 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 01/23/2018 Certificate of Authorization:29578 Report No: 5485 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Current Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association(FBC Organization M QUA2515). Performance Standards: The product described herein has been tested per: • TAS 202-94 • ASTM E330-02 • AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Testing Evaluation Laboratories,Inc. (FBC Organization*TST4317) Report: Dated: TEL 01410311 12/15/2010 Signed and Sealed by: Lyndon F.Schmidt,FL P.E. No 43409, 2. Quality Assurance Window and Door Manufacturers Association (FBC,Organization#: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Installation: Refer to Installation Instructions(SWD049)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD049)for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 Silver Line �s ErAnder3eri SILVER LINE BUILDING PRODUCTS CORP. V1 SERIES/70 SERIES SINGLE HUNG WINDOW (2127) xo31x SILVER NE R ONE RRUNWCKDJ tE 02 PH:IBM 2344118 (NON—IMPACT) (HVHZ) -9 zm _� eg H N 4 + �N WI� � a$ T3 4 l �o FZ - 02 all N3ED 0 9 s W u W z �' m l GENERALNOTES: S Ea 1. THE PRODUCTSHOWN HEREIN IS DESIGNEDAND MAX OVERALL SIZE TABLEOFCONTENTS W MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE a FLORIDA BUILDING CODE(FBC)INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACTRATING SHEET REVISION SHEETDESCRIPTION W BEEN EVALUATED ACCORDING TO THE FOLLOWING: F a 2-94 52" 62.50° 0/X +62.8/-65PSF NONIMPACT 1 GENERAL NOTES&GLAZING DETAIL REMARKS BY DATE • ASTM • ASTM E33 Mq/C5A 301/1.5.2/A440-08/11 2 - ELEVATION&ANCHOR LAYOUTS 52" 73" 0/X. +SS/-60PSF NONIMPACT 3 - VERTICALSECTIONS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 - HORIZONTAL SECTIONS AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& ' y WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 5 REINFORCEMENT DETAILS mEi ,rox•n"os Rs nUUM, cwurc LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF v�+1Pmeinum�K"ro�re INSTALLATION. DigvmamiwnwmmsiW� "narta«.a+c ` 3. 1X AND 2X BUCKS EN USED SHALL BE DESIGNED AND Reason: Lghi pYY'laRtge r"e P.E. (WH ) ate: 8 �B�OpUment •ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE bb 6/ STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE --�{ 5/8"O.A.I.G.GLASSRESPONat` 1 ... �i' ECORDSFOR THE PROECTOFINSTALLATION. IBILITY OF THE ENGINEER OR LTOF I `�� .,��•E••s', �O�i' N .7 7 y 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE / * •; GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR = S A OF t 0: ASPECIFICSITE.IFSITE CONDITIONS CAUSE INSTALLATION V y TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, EXTERIOR / �• INTERIOR app F A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE EWITHT IS DOCUMENT IN NON-HVHZA APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR ''xE>�'981pAdtbldd` AW STEEL SPACERaramu 07 nAWA H.73"8 k= Rus MIN.GLASS 385 L�W"O � S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 1/8"OR 3/32" BITE 7/16" m� OWL , THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SETTING BLOCK FLS. 6. WINDOW FRAME MATERIAL•PVC FL14911 7 IN ACCORDANCE WITH THE CURRENT COMPONENTS SHALL HAVE BEEN PRESEERVATIVETREEATED GLAZING DETAIL DATE: 01.23.18 OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. DWGHR CHKHFN B. GLASS SHALL MEETTHEREQUIREMENTS OFASTM E1300 NOTE: GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SCALE: NTS SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FEC AND ASTM E 1300 GLASS LOAD EG. #: SW D049 E. OF 5 Silver Line brAnd&Wn- 6 I e , ONESILVERUNEDRNE NORTH 9RUMWC7,W 09907 PH:(80 7304779 MAX,OA FRAME WIDTH 52" zfz MAX.D.L.O. ZL p WIDTH 47.69" A B 3°MAX 6"MAX. 6.25°MAX. �L o Z a Z� i l l 3 3 FROM O.C. FROMC13 CORNERS CORNERS w ym l NOTE: = o 1— ALL FASTENERS THE MEETING RAIL IN �d a MAX D.L.O. THE INTERIOR JAMB HEIGHT 33.50" p° 6"MAX_ "W TRACK MUST BE FLATHEADS, "W s C O.C. REMARKS BY DATE 4 MAX O,A FRAME 12.50"MAX HEIGHT 73" W, RTYIGFSG®NLIG➢YINPGFIIFAIL AND 1U1 NCf R616T KNIT GNMgNS PTR A S"(ODC D m1E.1EsrtEoavmwueumlemuunoxroea�vre 7 4 DaalEm�ivo�iiRcrvwL�rmev��G MAX.D.L.O. "XN °X" "X" GO�IFENI9 fON usEwmnND HEIGHT 33.50° 3"MAX. 6.2S"MAX F FROM FROM C RNERS� CORNERS E 'moi 1 =* N .7 7 *Z i = 4 SA OF �0 ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT j SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOWFLM P.F.N. m eum P.E NO 7JM JPE E MI�BLVD. ]JB OAHU MA 2 WE CRL GF AUDMWATN7i Na 7997E FL R: FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS g DWG.R: SWD049 SHEET: 2 0F 5 SilverMAndeis A ONESILVERIINE DRRRi NORTH BRNNSMCK Nl OS902 PH:=1 130-4220 \ ! \\ ! zo og SEE GLAZING SEE GLAZING I DETAIL,SHEET 1 DETAIL,SHEET 1 z U gW C 0 a REMARKS BY DATE g S2 -1 ilia EXTERIOR INTERIOR EXTERIOR INTERIOR rncuarewnox onaos olsauem xlamuzalxwc 5RL1F3n NDMWCWLmNJI 11ON CMTS OIIEI UE RMI lWisfAIElINSU HWKAOUNSM iOPN THl RFmIAENFNlO UlTMEU HOIDN�Umtlm FNGWNR OB/V;CIUmf5HN1PNMRl Ui[OPFGrIU O�GI xs:Nlx Pox xf!lV IM THS OOHINRHf. N :77 x o d g �� SA n SEE GLAZING SEE GLAZING OF DETAIL,SHEET 1 s r , TI �v`- DETAILSHEE10 0 Iall ( 'Heo, e3dE` ! ! BIrL=i A NO OJIO DAM ��mp° MW= FOPE CENT.OF�U1N0&TM Na M. d FL#: YM,2=W FL14911 DATE: 01.23.18 DWG:BY: CHK.BY: HR HFN SCALE: NTS A VERTICAL SECTION g VERTICAL SECTION DWG.#: SWD049 3 NAIL FIN 3 THRU FRAME SHEET: OF 5 Silver Lute MAnddtW t 3 � e aNESILVEAtlNEDBNE INTERIOR NoUH enUWsWM N:08= SECTION FOR PN: 2344= SECTION FOR SEE GLAZING SEE GLAZING _ rCON5TANT FORCE v BLDG DEAICSHEEiBALANCERS ALANCIERS DETAtn Z w� 0 SHEET (D Q �/ f �3 QAC n E EXTERIOR y�a O FG N 2 = r+ D.L.O. MAX.FRAME WIDTH REMARKS BY DATE 4 HORIZONTAL SECTION_ UPPER SASH l t6 IncixnnuAno pEn1Nl PrswuFP NFumnrsaFnFwc AND NAY Nai�FFUCF ACIt1AL W NP17l0l6 FORASDEPFIC NTE IF SItE F9tiMnmtS GkSE tNaTAll1 04,0 U0WDI I iAOM TNF RGUII6F8NR8FFAU818103NAl1UNFFD . d��xis�wx�w�msn�es�ooa�� SEE GLAZING SEEGLAZING INTERIORD��� �1 `li``Nltlll►7►►►��'' DETAIL SHEET 1 � r 4* N .77 =w* ` p S A C}F :tr :SOT d IpP.' �u`"„•~. EXTERIOR Na► i```• _ F Alm PS Ne 73778 r D.L.O. �a ��qq11, sa IF aHeG 6 a87N��A1mN Na�a7e j MAX.FRAME WIDTH FLH: FL14911 4 HORIZONTAL SECTION DATE:BY:01.23.18 LOWER SASH DWGCHK.BY: SCALE: NTS DWG.1: SWD049 SHEET: OF 5 MIN. SUBSTRATE 1/4"MAX.SHIM SPACE. SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line EDGE DISTANCE BY OTHERS BYOTHERS INTERIOR BY OTHERS UrAndersen SCREW IN THE INTERIOR CHANNEL MIN. MIN. EDGE DISTANCE �y EMBEDMENT U ONESILVEMINE DRIVE SCREW IN THE EXTERIOR °z NORTHDRUNMCK,NJC0901 CHANNEL w z 9 PH:soo xsasxxB PERIMETERSEALANT o Z i( BY OTHERS SHIM MAX.5 ACE PERIMETER SEALANT ° `� BY OTHERS 1/4"MAX. SHIM SPACE 0`ry' w 3 a EXTERIOR INTERIOR EXTERIOR MIN. m 3 O EMBEDMENT EXTERIOR INTERIOR 1m v c7 ° p wO a� A VERTICAL SECTION R HORIZONTAL SECTION C� HORIZONTAL SECTION F b o I 6 THROUGH FRAME(HEAD) THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) wcc to zSUB m 1/4'MAX. REINFORCEMENT DETAILS > o BY OTHERS SHIM SPACE -m `Q �+0.34" cc R INTERIOR �0.83" 0.87" a —"I 0.13" REMARKS Z BY DATE 0.77" Y W EXTERIOR —f- 0.B" T0.061, 0.8� 0.46" m 1 INTERIOR OAS" T EXTERIOR O ALUMINULOCK RAIL M O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH7rx[xanuunox oerses DelCu",D xu¢0„ua:0[xwe ALUMINUM ALUMINUM A. +ND1[D[RALTWLCXA neN9 DAA5PE0f6 sR&17 DLI[CONmeaE eueurarAlunox ro on7A1E € _ Rmxl7xe[mulwuNnC[TasmxmDNAu¢�eD 's MIN.EDGE ex�vAC[Anan[eraxAuwuvum sR[sPD>ix DISTANCE oow waoavNzx. HORIZONTAL SECTION [ VERTICAL SECTION ti o 6 NAIL FIN(JAMB) 6 MEETING STILE `� •• i� >) INSTALLATION NOTES: �� �.�•E .S 'P �S ANCHOR SCHEDULE N .7 7 '1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE r'D S A OF Q' y 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE - 08 WOOD BcaEW A MAXIMUM SIZE LISTED. WOOD:MIN,SO=Ob5 1b' PAN HEAD 3. ETAILLS(.E.,NITHOUTCONSI ERATIONCHOFTOLERANCES).TOLERANCESARENOTCUMULATIVEFROMCAO EON INSTALLATIONANCHORTOTHENEXT. NAIurIOFw MEr N.Fy-33K;1 08TF1<96REW PENETRAATION3BEYOND ow S METAL ''HeaT BOR[tscA`di 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM 010 PAN HEAD IN RANOA P.E No%DICE EXTERIOR CHANNEL 1b' 0.76' B00ON0 DROPS,DIC � WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCIEI)OF HIGH DENSITY PLASTIC OR BETTER. 328���ABrpA��Ra�D3E 9 WOOD:MIN.SO v 0.55 R08 QM.OF AUIXOA4A710N Ne 10670 e S. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 010 FLAT HEAD IN THE 1s Qom, .. DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOSTSUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE INTERIOR CHANNEL FL#: INFORMATION. F L 14911 010 PAN HEAD IN 3 THREADS MIN il 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND E)CTERIOR CHMNEL PENETRATION BEYOND ob0' SIDING. THROUGHFRAME METAL'18GAUGES:eeI, METAL DATE: 01.23.18 8 MIN.Fy"33NSI 010nATHEAD INTHE 3THREADS LON DWG.BY: CHIC.BY: A 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OFCORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL PENETRATION BEYOND 0.50' H R COATING. METAL 3116'ITWTAPOON SCALE: NTS x S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED cONCREIE:[c3mopsl FLAT 125' 1.76' FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DWG.#: SW D049 MASONRY:CMU p.ASTM 3H8'I7WTAPOON 1 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS 1.76' SHEET: 'S INSTALLATION INSTRUCTIONS,AND ANCHORS CBO MIN.2000 PSI FLAT HEAD SHALL NOT BE USED I N SUBSTRATES WITH STRENGTHS LESS THAN THE M I N[MUM STRENGTH SPECIFI ED BY THE ANCHOR MAN UFACTURER. 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5 398 E.Dania Beach Blvd. BUILDING DROPS Suite 338 IA. Dania Beach,FL-33004 /OA\\ /A A Perfect Solution in Every Drop 954.399.8478 TEL U Certificate of Authorization:29578 954.744.4738 FAX www.buildingdrops.com June 14,2017 TO: Whom It May Concern F-OILE COPY FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 RECEIVED MANUFACTURER: Silver Line Building Products SEP 18 2019 One Silverline Dr. North Brunswick, NJ 08902 ST. Lucie County, Permitting Dear Sir(Madam), Please note that I do not have, nor will I acquire, a financial interest in any-company manufacturing or distributing the product(s)for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer Witnessing the test(s) and sealing the test reports). Respectfully submitted, 0 7 Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Date:2017.06414 21.49:30-04!00' Hermes F. P.E. Florida Registered Professional Engineer#73778 Page 2 of I Y 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Windows & Doors V1 Series/70 Series Single Hung Window (2907/4907) Extruded Vinyl Window w/Flange for Florida Product Approval FL# FL14911 , Report No. 5884 Current'Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: V1 Series/70 Series Single Hung Window (2907/4907) Material:.. Vinyl Product Dimensions: Refer SWD053 for Dimensions Prepared For: Silver Line Building Products Corp. one-Siiverline Drive North Brunswick, NJ 089.02 Prepared by: ``,```� Hermes F. Norero, P.E. �• Florida Professional Engineer#73778 � �,� E Date:08/15/2018 e N , 7 7 Contents: S A OF Evaluation Report Pages 1-3O p. � .� O 10 Digitally signed by Hermes F_Norero,P.E. /'�ss `��� Reason:I am approving this document � �" ,•t� Date:2018.08.1717:33:15-04'00' Her "' FI tH4cob ,�.E. Florida No.73778 BUILDING DROPS FL#: FL1t4911 A Perfect Solution in Every Drop! Date: 08/15/2018. Certificate of Authorization:29578 Report No: 5884 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub-Category: Single/Triple Hung Compliance Method: State Product Approval Method (1)(d) Product Name: V1 Series/70 Series Single Hung Window(2907/4907) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Building Products based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. .See Installation Instructions SWD020,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does require an impact resistant covering. 5. Site conditions that deviate from the details of drawing SWD053 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions SWD053 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 08/15/2018 Certificate of Authorization_29578 Report NOo:: 5888484 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Quality Assurance Entity through Window and Door Manufacturers Association(FBC Organization#QUA2515). Performance Standards: The product described herein has been tested per:. • AAMA/WDMA/CSA 101/I.S.2/A440-11 Referenced Data: 1. Product Testing performed by Architectural Testing,Inc. (FBC Organization#TST1795) Report#:ATI E5613.01-109-47 Report Date: 03/03/2015 Report M ATI G1000.01-109-47 Report Date: 08/08/2016 Report#:ATI C7073.01-109-47 Report Date: 06/17/2013 Report#:ATI G8077.01-109-47 Report Date:03/29/2017 Report#:ATI D2935.01-109-47 Report Date: 12/30/2013 Report#:ATI G0996.01-109-47 Report Date:08/02/2016 Report#:ATI C4709.01-109-47 Report Date:01/11/2013 Report#:ATI D5514.01-109-47 Report Date:03/18/2014 2. Quality Assurance Entity Window and Door Manufacturers Association (FBC Organization#QUA2515) Installation Method: Please refer toinstallation instructions,SWD053,for anchor methods,selection,spacing, edge distances,embedment's and further details of installation. Design Pressure: Please refer to installation instructions,SWD053,for mull combination grouping, configurations,and corresponding design pressures. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 SILVER LINE WINDOWS AND DOORS s�iV�;,de�e V1 SERIES170 SERIES SINGLE-HUNG WINDOWS (2907/4907) ONE BRUNfWN,NJ09 xo N SILVE NE DRIVE saz z ne Cf 22 ",io oil II GENERAL NOTES: DESIGN PRESSURE TABLE TABLE OF CONTENTS %Z^ G g 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING SHEET REVISION SHEET DESCRIPTION C MANUFACTURED TO COMPLY WITH THE CURRENT EDITION 40.0"X68.0" 0/X +35/-35 PSF NONIMPACT 1 - GENERAL NOTES&GLAZING DETAILS Wz m FLORIDA BUILDING CODE(F6Q,EXCLUDING HVHZAND HAS m BEEN EVALUATED ACCORDING TO THE FOLLOWING: 44.0'X60.0" 0/X +35/-35 PSF NONIMPACT 2 - ELEVATION&ANCHOR LAYOUTS • AAMA/WDMA/CSA 101/IS.2/A440-11 48.0°X B4.0" O/X +20%20 PSF NON-IMPACT 3 - ELEVATION&ANCHOR LAYOUTS 80.0"X 84.0° O/X-0/X +15/45 PSF NON-IMPACT 4 - ELEVATION&ANCHOR LAYOUTS a 2.ADEQUACY OFTHE EXISTINGMING AND METAL FRAMING RAL CONCRETE/MASONRY,2X FRAMING64,0'X68.0" O/X-O/X +35/-35 PSF NON-IMPACT 5 - VERTICALSECTIONS REMARKS BY DATE ,A AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 80.0"X82.0. O/X-O/X +20%20 PSF NON-IMPACT 6 - HORRONTAL SECTIONS 6TH FBC EDITION FM 10/17 WITHSTANDING AND TRANSFERRING APPLIED PRODUCT _ LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 90.0"X84.0" O/X-O/X +15/-15 PSF NON-IMPACT 7 ANCHOR DETAILS ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT OF INSTALLATION. 71.5"X 60.0" 0/X-0/X +35/-35 PSF NON-IMPACT 8 _ ANCHOR STRAP DETAIL,INSTALLATION NOTES AND ANCHOR SCHEDULE . 3.1X AND 2X BUCKS HEN USED SHALL BE DESIGNED AND 107.0"X62.0" O/X-0/X-O/X +35/-35PSF NONIMPACT rnrmsmunoxucrusoesumcoraxae amuz ANDANCHORED TO PROPERLY TRAN9FERALL LOADSTOTHE 107.0"X74.0" O/X-0/X-0/X +20%20 PSF NON-IMPACT �°n°YNOT 6tl0� 0 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE - ix°A1aw�iemaso"i NOmene�u°v�rcv, mim RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD ' x FOR THE PROJECT OF INSTALLATION. Dlgltally si8nt 1Addit`Norera,P Reason•{9Tn r Rep erR 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC De`,,.T,J) ,40. AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC _ SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE �� : \•E-.S 'P FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED y ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ ' 43/64"OA. §AREAS' INSULATED GLASS p S A OF Q' S.APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON i C1�GLAZING 0 110 THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, EXTERIOR INTERIOR 1. GLASS TYPE&THICKNESS SHALL COMPLY WITH ASTM E1300 , �3' s 6.WINDOW FRAME MATERIAL:PVC REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING REQUIREMENTS \ PER THE FBC.TEMPER AND SAFETY GLAZING REQUIREMENTS SHALL BE Rs N.737Mc 7.GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 1300 STEEL SPACER REVIEWED ON A SITE SPECIFIC BASIS. euuN DRW9.W GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. 2. SETTING BLOCK DUROMETER HARDNESS OF 70.90(SHORE A)AS 305 r.�a Lw we r 1 nn coff. REFERENCED IN FBC CHAPTER 24. a A°p1 N.a"0 I 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER FL#: /�(� \ 1/2"MIN. THAN 36"AS PER FBC CHAPTER 24. F L14911 fur GLASS BITE 4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN GLASS CHARTS, DATE:07,02,2018 -- DWG.BY: - CHK.BY: GLAZING DETAIL JA HFN SCALE: NTS- Y DWG.IP SWD053 SHEET: OF 8 SilverLine FrAndeM UNIT.MAX. e WIDTH SEE SHEET I A B s s Jio m nur�umm w PH:18MI 1344228 6 OPP. (. Z ^O^ 6 „"o o C� . 0 co o :g : .to UNITMAR HEIGHT f• �; SEE SHEET 1 �1 i7 m� X. zj 6 XG1 Y/ REMARKS BY DATE 6TH FBC EDITION FM 10/17 QUALIFIED CONFIGURATIONS ELEVATION ARCH TOP CONFIGURATIONS FOR ALL 29074907 _ RATINGS,SINGLE UNIT CONFIGURATIONS rncwmWW=*.uww�umnrunwA^ M ao wvx MbM0 SMMJ r AUAn0NT0DMne .- sne.�Purtmx"maueuaeixauunox3oomxre .. 'D ree NARCH 'noeaemwmaµ4uovrsm . - wauu9MVMFO7MWTT mvu^snes , • _ - - OONM Tn5 2.0"FROM 11.0"MAX" ,``1IUlIIfJ►ff�I CORNER(TYP.) CORNERCM.) (TYP•) �%� •••. O 'i,���i rL +* •• N 77 MAX. ! iso S A O ^O" P••,��; SEE TABLE BELOW "O" Sl.(TYP AX, O T� ��� �ss R.d®A PE xa 77178 .[ ML ANCHOR SCHEDULE / 3 E��I 3 I� PRODUCE FROM MAX.O.C.AT MAX.O.C.AT / �CM CF A"TMFn�2m SIZE CORNERS HEAD JAMBS FL R: V pox 6" 14.0" 18.5" '�" 'FL14911 44.0"XDATE: 60.0° 6" 18.0" 16.0 07.02.2018 2.0"FROM DWG. CHKHFN 6.D"FROM 48.0"X 6" 18.0" 24.0" CORNER(TYP.)T CORNER PP.) 84.0" _ T SCAIE: NTS ANCHOR LAYOUT ANCHOR LAYOUT f NAIL FIN DWG.a: SWD053 THROUGH FRAME SHEET: OF 8 Silver Line d �Andersed � UNITMAX WIDTH SEE SHEET 1 A B 5 5 ONESILVERUNE DRUE NORTH BRUNSWICK,NI 06801 PH:18001234-4228 EOPP. Z 6 uO 1 6 co U g ON UNITMAX. HEIGHT SEE SHEET 1 6 OPP /1 W l(J o P m W F m 6 X. 2 °d a REMARKS BY DATE 6TH FBC EDITION _ FM 10/17 ELEVATION QUALIFIED CONFIGURATIONS ' ARCH TOP CONFIGURATIONS FOR ALL 7907.4907 ' RATINGS,TWIN UNIT CONFIGURATIONSEl � npaou "��" snE.IFsncmHmioxsuureiNsruunoH romvm3C �'v's'Wwasn oa'uio�'i'mcrsuiinm�urzsvHa�'x - � o MAX 6.00"FROM O.C.(Ty P.) 2.0"FROM 11.0"MAX O $ CORNER(TYP.) SEE T BLE BE OW CORNER(TYP.) (TYP.) `��� •'�;.E S'•• �'��� N 77 O % s D • SA OF g 0 ID MAX. O" ANCHORSCHEDULE 11.0"MAX O 11 S O LE�G1��` D.C.(TYP.) F �( f PRODUCT FROM MAX.O.C.AT MAX.O.C.AT (TYP•) T J/ NaaEsb?ac� SEE TABLE BELOW �1 / SIZE CORNERS HEAD JAMBS 1 FUME PX RP pane MOM amps,IND 80.0"X 84.0" 6" 22.5° 24.0" J8°weu���"n���6 m WE amr.aP AU7H Aimm No 2837E 64.0"X 68.0" 6" 17.25" 11.0" FL#: X" 11V 80.0"X 82.0" 6" 22.5" 17.5" V. F L 14911 �r / DATE:07.02.2018 $ 6.0"FROM 90.0"X84.0" 6" 19.5" 24.0"0.0" 6" DWG.BY: CHK.BY: CORNEROYP.) ANCHOR STRAP 2.0-FROM T A HFN 71S"X 6 19.75" 12.0" CORNER(TYP.) SCALE: ._ NTS P/N 50-2995-2 1 SEE SH EE r 8 FOR DETAILS DWG.#: SWD053 ANCHOR LAYOUT ANCHOR LAYOUT SHEET: THROUGH FRAME NAIL FIN OF 8 UNrTMAX S€CV@rkLn2 s WIDTH SEE SHEET I ONESILVEFItNE PIiIYE /� NORTN BIWNSINO(,W 08907 , E 0 OPP. - 0. a XX s 6 5 Wo a UNITMAX. trC1FFL g HEIGHT 10 SEESHEETI C 6 }a 6"FROM MAX. f 2.0"FROM ILIr MAX. 0•C.(TYPELEVATION•) - -'_ REMARKS BY DATE • CORNER(TYP.) CORNER (•fYP.) SEE TABLE BE OW 6TH FBC EDITION FM 30/17 . i } � 11.�0"MpAX. (TYP yy•) "0" "O" %@'WYNaf N{QTMWL A'BECFC °0° srsE vert�meamanswseimwAnamoc�ure MAX. "O° °0° - w�an1°on`�i msrwuu"°r�ues�ic� s O.C.(TYP.) SEE TABLE,BELOW OF 6.0°FROM / P 2.0°FROM 1 ,N s O 1L1Q:�°kt�..• CORNER(TYP.) CORNER(TYP.) --ANCHOR STRAP 0 SEESHEET8FORDETAILs ANCHOR LAYOUT gra �mimaey ANCHOR LAYOUT NAIL FIN .€ THROUGH FRAME CM sm �� +xu 90576 FL#: ANCHOR SCHEDULE F L14911 PRODUCT FROM MAX.O.C.AT MAX.D.C.AT E SIZE CORNERS HEAD JAMBS DATE:07.02.2018 107.V'X240 BY: K.BY: 62.0" 6° 2a.°° 7.°° JA HFN 107.0°XSCALE: NTS' 74.0" 6" 24.0° 12.25" Owe.#: SWD053 s SHEET: 4 OF 8 Silver Line WAnderSFn ONESILVERLINE DRIVE NORTH aR1 LUG w 800as9Dt m za i WHO a � O SEE GLAZING SEE GLAZING W g� 0 DETAILSHEETI DETAIL SHEET IW' O MAX. MAX. Z /o D.L.O. D.LO. v� a \ HEIGHT HEIGHT a REMARKS BY I DATE 6TH FBCEDITION FM 10/17 MAX MAX gs LL� g FRAME O FRAME HEIGHT EXTERIOR INTERIOR HEIGHT EXTERIOR INTERIOR TxAxurAAAnoR oeTARS RAsauAAo xuA MA WMM AIAI FSINDf Rfi CAUEIWA AM WRA TE � - srtelcslrtmxmnm+suusAuurAUAnoxrooAxA�¢ O v iROMT1R:RkyRIRFRR3aSDFfMIFDNEI®i{AYCFl601 DNiRIEFA DRARINaFtTNALLNR:RAIR!f1IA54�IC W[uMER19AOR115Ewm+Txamnmmrt. `,��Nttttui����si MAX. MAX. ��` V� E S•• 'P ,i D.L.O. D.L.O. O • f HEIGHT SEEGLAZING HEIGHT SEEGLAZING N /—DETAILSHEETI DETAILSHEET I = S Q d O IDp o L x' at RLQP.C.if.DNUna No_ OIH D NO l] 308 NIA CDANA DEAOL S79 -^ a FEM MT.¢AU1Naf�ATAN Na 29M J FL 0: F L14911 DATE:07.02.2018 gHFN DWG.BAY: CH BY. s SCALE: NTS 4 VERTICAL SECTION VERTICAL SECTION DwG.a: SWD053 A NMANUMAUATION TNRDUGAMWEVWAWITION SHEET:- OF 8 Suver Line brAndeFsed SEE NOTE 1 SEE GLAZING SEE NOTE 1 INTERIORSEE NOTE 2 SEE GLAZING SEE NOTE 1 DETAIL SHEET 1 DETAIL SHEET 1 M. ppr= o� oop ONE7ILVERLINE DRIVE O NOUHBRUNWC MCM02 H:IRWI 2341228 0(] EM {3� aC] �� 1110Z o o p azo E o� ; 'Digi Om oo ao o� z all- 0 �m N ca EXTERIOR y ` = m m (7 w p HORIZONTAL SECTION g HORIZONTAL SECTION C HORIZONTAL SECTION 0 y D o 6 LOWER SASH 6 MULLION 6 LOWER SASH REMARKS BY DATE q NAIL FIN INSTALLATION THROUGH FRAME INSTALLATION 6TH FBC EDITION FM 10/17 SEEGIAZING DETAIL SHEET 1 SEE NOTE INTERIOR meouruumax orrw oEsouom xu3w�neaFHwc H.,narRe,F�7lnunmw romroa�wm c SEE GLAZING suE.IcsnEmxomaxswaelrmaunavmm�vre FROM THE A®IIIAFMFMI3DENI8 o 11AueISFD SEEGLAZING . 000 - Ori DETAIL SHEETI O0Q "ooMF>�'FaRn Fi:FwimT�Huna<vrevF�c DETAILSHEETI SEED ZING ``0 tttt7nl►N7i2�'i �* -N 7 7 SA OF 'o 0=T T� EXTERIOR 'NOWFII t,aDRxeD?a`Et FLOW P.E No 73770 Ilium DROM i 300P. D�MM�LVD.1370 = FEPE CFAT.OF AIIINOISAIMY Nu�� . E HORIZONTAL SECTION HORIZONTAL SECTION rZ HORIZONTAL SECTION FLS: 6 UPPER SASH 6 MULLION 6 UPPER SASH FL14911 NAIL FIN INSTALLATION THROUGH FRAME INSTALLATION DATE:07.02.2018 DWG.BY: CHK.BY: NOTES: JA H FN 1. REINFORCEMENT REQUIRED FOR: SCALE: NTS t 48.0°X 84.0",O/X,DESIGN PRESSURE+20%20 80.0°X 84.0",0/X-OX,DESIGN PRESSURE+15/-15 DWG.a: SW D053 2. REINFORCEMENT NOT REQUIRED FOR: E 80,0"X 62.0",0/X-0X,DESIGN PRESSURE+20/-20 SHEET: 0 OF 8 Silver Line MAndersen - ONE SIIVERUNE DRIVE NORTH BRUNSVACK,NI OB902 MIN.EDGE MIN. PH:800 2844229 EXTERIOR INTERIOR DISTANCE EMBEDMENT SUBSTRATE 1/4°MAX. z SHIM SPACE SUBSTRATE 1/4"MAX. BY OTHERS r BY OTHERSitSIH UJ SHIM SPACE INTERIOR O O ,MIN.EDGE S c (DMIN. MIN. DISTANCE C73t�i IEDGE DISTANCE EMBEDMENT Z�� Ej '_wSUBSTRATE II1/4"MAX. WBY OTHERS jE IM SPACE MIN.EMBEDMENT EXTERIOR EXTERIOR NTERIOR a eA ANCHOR DETAIL g ANCHOR.DETAIL C ANCHOR DETAIL REMARKS BY DATE. NAIL FIN(SILL) k,7 NAIL FIN(JAMB) NAIL FIN(HEAD) 6TH FOC EDITION FM 10/17 incixm�wnon oer.0 xsauan xD¢mAxearNxue AtO WINDTII6lttTK1WLOSdf1110t6 R]RAi'EDK sneirNrtmxomoucum ixauunoxmmurs Y dmumiunarravme Vvoosic MIN. oauFmrtsweuawmnasooan�mrt. EDGE DISTANCE MIN. ,``,1�U u t tJJ>iii EMBEDMENT SUBSTRATE BY OTHERS `` O SUBSTRATE �� E• �i BY OTHERS 1/4"MAX F//, MIN. N .7 /P,//, '•• sSHIM SPACE EMBEDMENT I a INTERIOR S A OF MIN. n SHIMSPMAX.E EDGE DISTANCE �LIo �i��i O = E- � AQP Nu 7" [r 7 EXTERIOR INTERIOR WLD7p D�INC E, EXTERIOR 323DA O n�335 p ANCHOR DETAIL E ANCHOR DETAIL F`F°'RT.OFM//"�EQMUMN.29M THROUGH FRAME(JAMB) THROUGH FRAME(HEAD) F L 1T./ 07.02.2018 DWG. BY. JA HFN SCALE: NTS t DwG.a: SWD053 SHEET: �] � U OF 8 (5)#14 PANCAKE HEAD S((VArLn(_rCn SCREWS FROM STRAP TO F4.0000 4.0000FRAME,HOLES PROVIDED2,0000 2,0000 TO ACCOMODATE#14 DIA 0.500 1/4"ITW TAPCON ANCHOR 4"FROM CORNERS ONESILVERINE DRNE 16 MAX.O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT NORTH RRUNSW MNIOM DEPTH TO FULLY SUPPORT PH:em 0.0620 WINDOW FRAME. 4.0020 BY OTHERS Z OS000 ) 11/4"MIN. tri z vi 2.3750 EMBEDMEM !.• r•' W 0 z� 11/2"MIN.EDGE a p 0 m U o �:..' :'.r •�c DISTANCE y Z F P=u C! ll 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS 2"MIN.EDGE Uj; z o o FROM ANCHOR STRAP TO DISTANCE • CONCRETE/MASONRY Z N gg L=i OPENING,SEE ANCHOR BYOTHERS PLAN VIEW-ANCHOR STRAP(P/N 50-2995-2) REQUREMENTS BELOW. BUCK INSTALLATION DETAIL ANCHOR STRAP ANCHORING REQUIREMENTS: F a A. FOR INSTALLATION TO CONCRETE MASONRY,USE(4)3/16"ITW TAPCONS PER STRAP, REMARKSBY DATE MIN.1-1/4'EMBEDMENT,MIN.2-3/4'EDGE DISTANCE. NOTE: g B. FOR INSTALLATION TO METAL STUD,USE(4)#10 SELF-DRILLING SCREWS,GR.5,PER 1. LOCATION OF BUCK OR WINDOW ANCHORS MAYBE 6TH FBC EDITION FM 10/17 STRAP.MIN.3 THREADS PENETRATION,MIN.3/4"EDGE DISTANCE. ADJUSTED TO MAINTAIN 1"MIN.CENTER TO CENTER C. FOR INSTALLATION TO WOOD,USE(4)1110 WOOD SCREWS PER STRAP.MIN.1-1/2" SPACNG BETWEEN ANCHORS SUCH THAT MAX.O.C. EMBEDMENT,MIN.1"EDGE DISTANCE. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. ae Ixssw�iwn oErus oawnm x Mvn,we"awe um unxarnnuxrutuumra"olara�vmcc LIEICSIIEmxMlnfas W6ElrmuunMNro DtYWP 3 RmMMER�IIBENFNRMEfNIFO xaeµ�MQNSM) @ �om�irn�enn�con�usew�imT[wu�Evrtvc�e INSTALLATION NOTES: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. `�� ,.•"E ��� :•�� AO 2. THE NUMBER OF INSTALLATION ANCHORSANCHOR SCHEDULE DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. N.EDGE I METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT M * �t DSTANCE 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR - i 0 S A OF O: $ LAYOUT DETAILS(LE.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION #10 WOOD SCREW �O,� WOOD:MIN.SG�.55 1.50' 0.75' ANCHOR TO THE NEXT. FLATHEAD 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. METAL:18 GAUGE #10 TEK SCREW FLAT 3 THREADS MIN SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. PENETRATION 0.50' N k1 BaWD?ac s Steel,MIN.FY=33KSI HEAD FLO M�P.E.No 7377E THROUGH BEYOND METAL e®MM CROP%INC S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UMITED TO STUCCO,FOAM,BRICK VENEER, FRAME 398E.MO eE�aaW 33a AND SIDING. CONCRETE: 3/16"TTW TAPCON PAN 7�E CEtrr OF wn C aUnaN N.w7a f 6. FOR MASONRY OF CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED(OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENT AND EDGE Pc=3000PS1 HEAD OR HEX HEAD 1.50° 2.25" FL#: �1 /1(]�1 •I DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE,SEE GENERAL NOTE#3 ON SHEET i FOR MORE MASONRY:CMU per F L14911 INFORMATION. ASTM C90 MIN.2000 3/16"i O TAPCON PAN 1.50° 2.00° 07 02•Z018 HEAD OR HEX HEAD DATE: 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION PSI DWG.0 CHK.BY: ? RESISTANT COATING. JA HFN WOOD:MIN.SG=0.55 #8 WOOD SCREW 1.50° 0.75" SCALE: NTS • S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM.FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. NAIL FIN METAL:18 GAUGE 3 THREADS MIN DWG.#: SWD053 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR E MINIMUM STRENGTH GTT SPECIFIED INSTRUCTIONS,BYHEANCHOR AND STEEL,MIN.Fy=33KSI R8 TEK SCREW PENETRATION 0.50' SHEET: ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR BEYOND METAL s MANUFACTURER. p 0 OF 8 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH /(2r 954.744.4738 FX contact@buiIdingdrops.com Product Evaluation Report Of Silver Line Building Products Series 5500/5700—Model 5502HV/5702HV Patio Door (Non-Impact) for 417Florida Product Appra0 P% 'F � � TL# F.L20101 RECEIVEb Deport No. 4236 SEP 18 2019 5th Edition Florida Building Code ST. Lucie County, Permitting Method: 1 —A (Certificate) Category: Exterior Doors Sub—Category: Sliding Exterior Door Assemblies Product: Model 5502HY/5702HV Patio Door Material: PVC. Product Dimensions: . 715/8"x 79 314"Ma.. O.A. (XO) Prepared for: Silver Line Building Products ®ne Silverline Dr. North Brunswick, NJ 08902 ���eit���►ii//� F Prepared by: �<v.;�� ••:'Ao Hermes F. Norero, P.E. 7 Florida Professional Engineer#73778 Date: 03/09/2016 Contents: •'ice G� ��• Evaluation Report Pages 1—4 ���is`S�ONA1_ Digitally signed by Hermes F.Norero,P.E. ��//� %%" Reason:I am approving this document Hermes F!! I��o, P.E. Date:2016.04.1016:02:37-04'00' Florida No.73778 1 � BUILDING DROPS FL#: FI-2010i A Perfect Solution in Every Drop Date: 03/09/2016. Certificate of Authorization:29578 Report No: 4236 _ Manufacturer: Silver Line Building Products Product Category: Exterior Doors Product Sub-Category: Sliding.Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: ; Model 5502HV/5702HV Patio Door, ' Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for Silver Line Building Products based on Method 1a of the State of Florida Product Approval, Florida Department of Business.and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any-other entity involved in the approval process of the productri'amed herein. This product has been evaluated for use in locations adhering to the Th Edition Florida Building Code. See Installation Instructions SWD003,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters., Limits of Use: 1. This product has been evaluated and is in compliance with the 5,h•Edition Florida Building Code,Includirkthe"'High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced,as shown on details. Anchor embedment into substrate material shall.be beyond wall dressing;or stucco:'. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 51h Edition•Florida Building,Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD003 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD603 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS FL#: FL20101 A Perfect Solution in Every Drop Date: 03/0236 6 4 Certificate of Authorization:29578 Report No: 4236 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for.manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization#:CER1508). Performance Standards: The product described herein has been tested per: •' AAMA/WDMA/CSA 101/I.S.2/A440-11 • TAS 202-94 Referenced Data: 1. Product Testing performed by Architectural Testing (FBC Organization#TST1558) Report: Dated: F3692.01-109-18-RO 02/09/16 F3692.02-109-44-RO 01/21/16 -2. Certification Agency Window and Door Manufacturers Association (FBC Organization#:CER1508) 3. PVC profiles meet requirements of WDMA/Hall MarkWD=61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS FL#: FL20101 A Perfect Solution in Every Drop Date: 03/09/2016 Certificate No: 4236 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame installation: " A. Foftwo by(2X)wood'buck substrate(Min:S.G.=0.55),use#10 PH Wood Screw type installation anchors of sufficient length to achieve a'minimum embedment of 1.50"into the wood substrate. B. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed,use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C..__. For concrete(Min:,f c=30,00,psi)or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed; use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For steel stud substrate(Min 18 Ga., Fy=33 ksi), use#10 TEK PH or HWH Screw type steel stud anchors of sufficient lengthAo achieve minimum 3 threads penetration beyond steel:structure:. Refer to.Installation Instructions(SWD003)for anchor spacing and more details of the installation requirements: Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 MANUFACTURERS ASSOCIATION Hallmark@ Certificate ®f ANIS, INC. ����� �� � ��� License �� Adnunisirntivc'.Danngcmrnt Wu" M A f` Systems,Inc. Silver Line Building Products Mfr ID. 440 One Silver Line Drive For more Information visit www-amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4844 Product No. Product Name Standard Rating Wide High Test Report# CertDate ExpDate 440-H-046,26 5500-5700/5602HV-5702HV 2 Pni Patio'Door 101/1,S.2/A440-11 Class R-PG50;Size Tested 1819mm 2026mm F3692.02-109-44 2/19/2016 1/7/2026 1819m x 2026mm(72 x 80) Type-SD;DP+50/-50 psf; Water Test Press 360Pa (7.52psf) 440-11-046.27 5500-570015502HV-5702HV 2 Pni Patio Door TAS 202-94 72 x 80,DP+50/-50 psf 1819mm 2026mm F369201-109-18 3/17/2016 1/29/2026 WOMA HEREBY CERTIFIES that the aforesaid Company("Licensee"),at its /1�, John lfcFee, VP of Certificadoti P�ogralns, TTUU4 Halblzal participating manufacturing plant(s), is licensed to use the WDMA Registered Y. Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities,quality control procedures, methods, and processes of Licensee have been inspected by Ey. ,� f.,,, 4 ,.� Rhonda Selro,::,Authorized Repr•eser?.tath�e,rUVS WDMA,and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to Program Sponsor Program Administrator comply with the standards. Window and Door Manufacturers Assoc Administrative Management Systems,Inc. 330 N.Wabash Avenue,Suite 2000 PO Box 730,100 West Main Chicago,IL 60611 Sackets Harbor,NY 13685 TEL(312)6734828 www.wdma.com TEL(316)646-2234 staff@amseert.com amseert.com WD-2010114109 Friday,April 01, 2016 Page 1 SILVER LINE BUILDING PRODUCTS SilverLine brAndersen ]r INSTALLATION NOTES: SERIES 550015700 wrrwoows•000ns 1. ONE(1)INSTALLATION ANCHOR ISREQUIRED ATEACH ANCHOR LOCATION MODEL 55021HV/5702HV PAT10 DOOR o"6snY6 6W08 SHOWN. NORTH aRU52)435-1 008902 �// - G}CPE2J4A'L7000 2. THE NUMBER OF ANC ORSTOBEU ED FORPSODUCTEDISTHEMINIMUM, (NON—IMPACT) 2 zm NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTAUATION OF THE MAXIMUM SIZE LISTED. c aG N �m� 3. INSTALL INDIVIDUAL INSTALLATIONANCHORS WITHIN ATOLERANCE OFJ1/2 �CI .0 "i p Zp es 'NCH THE DEPICTED LOCATION&SPACING NG IN SHE ANCHOR LAYOUT DETAILS =p g p tt (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT < �2 13� CUMULATIVE FROM ONE INSTALLATION ANCHOR TOTHENEXT. - ^ 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING ° Qul Y SHM(5).MAXIMUM ALLOWABLE SHIM STACKTOBEI/4INCH.SHIM WHERE GENERAL NOTES: - p sss333 SPACE OFI/16INCH ORGREATER OCCURS.SHIM(5)SHALL BECONSTRUCTED 2 d L] OF HIGH OENSITYPLASTIC ORBETTER, 1. THE PRODUCT SHOWN HEREIN ISDESIGNED AND TABLE OF CONTENTS MANUFACTURED TO COMPLY WITH THE STH EDITION a D S. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING (2014)FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ SHEET REVISION SHEET DESCRIPTIONHLIT w++*r USEp10WDODSCREWS OFSUFFICIENT LENGTH TOACHIEVE 1-1/21NCH AND HAS BEEN EVALUATED ACCORDING TO THE Q. MINIMUMEMBEDMENTINTO WOOD SUBSTRATE.. FOLLOWING: 1 - INSTALLATION A GENERAL NOTES • AAMA/WDMA/CSA101./1.5.2/A440.11 5. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH 1X BUCKTO • TAS 202-94 2 ELEVATION,ANCHOR LAYOUT&SLA23NO DETAIL Q .CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH 3 - VERTICAL,&HORIZONTAL SECTIONS(THROUGH FRAME) DIAMETERILWTAPCONSOFSUFFICIENT LENGTH TOACHIEVE 1-2/4INCH 2. ADEQUACY OF THE EXISTING STRUCTURAL 'MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.11/2 INCH CONCRETEIMASONRY,2X FRAMING,AND METAL FRAMING4 - VERTICAL 4 HORIZONTAL 5EGTIONS EDGE DISTANCE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF v) (OPTIONAL ACCESSORY FLANGE]WITHSTANDING h WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 7. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE A10SELF-TAPPING SCREWS OFSUFFICIENT LENGTH TOACHIEVE AMINIMUM ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF OF 3 THREADS PENETRATION BEYOND METAL WALL INSTALLATION. O H B. MINIMUMEMBED MEMANDEDGEDISTANCE EXCLUDE WALL FIN ISHES, 3. 1X AND 2X BUCKS(WH ENUSED)SHALL BEDESIGNED AND 'ry INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 2FOR v�J FURTHER DETAILS OF BUCK INSTALLATION. 9. CORROSIOINSTALLATN ANCHORS AND MATERIAL RHAVTEDE HARDWARECCORROSION R T BE ANTMAD 4. THE INSTALLATION DETAILS DESCRIBED HERON ARE CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESfSTANT. COATING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR W LIU A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION O 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL - TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, MAX OVERALL SIZE INSTALLATION ANCHORS INTO MORTARJOINTS.EDGE DISTANCE IS MEASURED A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE DESIGN MISSILE FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN CONFIG. BLOCK. NON-HVHZARM IN HVHZ AREAS,ONE 71ME PRODUCT WIDTH HEIGHT PRESSURE IMPACT MIS LLE ATING APPROVALTO BE OBTAINED FROM MUUMI•DADE RER OR 11- INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR AHI. 715/8° 79 3/4" XO *50/-50 PSF NON TBWACT C,1 MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE Z USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON _ SPECIFIED BYTHE ANCHOR MANUFACRIRER. THIS PRODUCT INAREAS REQUIRING IMPACT RESISTANCE. 12, INSTALLATION ANCHOR CAPACITIES FOR PRODUCES HEREIN ARE BASED ON G FRAME MATERIAL*PVC A.WOOD TE ITH SPECIFIC E GRAVITY NG PROPERTIES: 7, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 A C O CRETE-MINIMUM CIRC COMPRESSIVE STRENGTH GLASS CHARTS.SEE SHEET 2 FOR GLAZING DETAIL ti F � B.CONCRETE•MINIMUMCOMPRES5IVESTRENGTHOF3000P51. C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS To ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS ' _•-•, TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C•90WITH �jrSS3 ••• •••'� �{. MINIMUM COMPRESSIVE STRENGTH OF2W0 PSI. E STEEL-MINIMUM YIELD STRENGTH OF 33KSL MINIMUM WALL THICKNESS OF 47.8 MIL(0.0478"or 18 GAUGE).MIN.1/2'EDGE DISTANCE. _ ,Q p„ F.ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL THICLNESSOF _ `" QS yl m 1/16".MIN.1/2"EDGE DISTANCE, Z Dlgltally signed by Hermes F.Nolen,P.E. v7 Reason:i am approWng this do.. Date:2016,04.2414:07.29.04,00' bW64* FL#: FL20101 S 5•Y�fD003 SHEET' 1 OF 4 Si[verUne bAndersen MAX.FRAME WIDTH 715/8° MAX.DLO. 6°MAX. B F 15°MAX. � FROM w�ttaows.as oas 3 4 WIDTH 31° O.C. CORNERS TYP. ONE SZVERUNE OPIVE NORtH HAUNSWrM W O89O2 rH:rrSz)�2o-�000 M q 4 m i� H MAX.FRAME 3 °O° °O° HEIGHT79 3/4° x p Q Q ri 131/2°MAX. I O.C. Z 91 �- o 9m MAX. 2 DLO, 0 HEIGHT 73" eu m a CL �< co fn W MAX. 3 4 FROM o CORNERS TYP. ELEVATION ANCHOR LAYOUT AIDING GLASS DOOR THROUGH FRAME Ln INTERIOR VIEW z 00 NOTE: 3/4"O.A.I.G.GLASS 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE CONSISTING OF. ADJUSTED TO MAINTAIN 1°MIN,CENTER TO CENTER U8"TEMPERED LU SPACING BETWEEN ANCHORS SUCH THATMAX.O.C. 1/2°AIR SPACE 0 SPACING SPECIFIED I5 NOT EXCEEDEb. 1/8"TEMPERED 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK INTERIOR T/4°IlW TAPCON ANCHOR EXTERIOR j� ,� INTERIOR b"FROM CORNERS z Ib"MAX O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT �� ��`` 0 * DEPTH TO FULLY SUPPORT ` EMBEDMENT WINDOW FRAME. _ BY OTHERS INTERLOCK f REINFORCING 3/32°SETTING BLOC MIN.GLASS u 11/2°MIN.EDGE GALVANIZED STEEL m SITE 2/2° N� DISTANCE EXTERIOR GLAZING DETAIL 1 ��d w;.• ,,,fly" 11/2'MSN.EDGE i" BY OTHERS I HORIZONTAL SECTION Til-G AZINGCONFIGURATIONSSHALLCOMPLY DISTANCE CONCRETE/MASONRY MEETING RAIL Q$ Y v WITH SAFETY GLAZING REQUIREMENTS BUCK INSTALLATION DETAIL 2 OUTLINED IN CURRENT FBG AND/OR ASTM E DWG#: 1300-04. C�A/DO� SHEET:y2 OF y Silverline #10 WOOD SCREW 11YAndeTsgn INSTALLATION ANCHOR 11/4°MIN.EMBEDMENT CAULKBETWEEN CONCRETE/MASONRY BY OTHERS CONCRETE/MASS 1/4°MA 3/4'MIN.EDGE MASONRY 6 3X X. - WOOD BUCK BY OTHERS r�woos s.0000s CAULK BETWEEN DISTANCE I' _ SHIM SPACE INTERIOR CONCRETE/MASONRY d 2X 1 ME S'V°�E D� WOOD BUCK BY OTHERS •� ,y. ,. ;- rwateoaCM2)43cxwosso: a i 11/2°MIN.EMBEDMENT 11/2"MIN.EDGE oo °H i�exl4ss�oao 2X WOOD BUCK " •' '.+,' •' DISTANCE = DETAIGLAZING L 8H ET 2 > BY OTHERS-- 1/4°MAX. \ N "Dm O g SHIM SPACE 'S i.''= G� ':� �Qn of vi $ _ EXTERIOR FINISH , _ `o a m t BY OTHERS 3/16°ITW TAPCON .' �„ C �+ ............. 1p ERIMETER SEALANT INSTALLATION ANCHOR Q�i uuu�' BY OTHERS CONCRETE/MASONRY ❑ Rid `° < BY OTHERS FIXED HEAD REINF. iX WOOD BUCK EXTERIOR w c UNIT GALVANIZED STEEL / (OPTIONAL)BY OTHERS ¢ m O.A. L++c HEIGHT EXTERIOR. + / INTERIOR - m IX B OTHERS' ' ' O.A. SEE GLAZING PERIMETER SEALANT WIDTH t DETAIL,SHEET 2 BY OTHERS p g VERTICAL SECTION D HORIZONTAL SECTION m °3 HEAD-2XWOODBUCK °3 JAMB-1X WOOD BUCK INTO CONCRETE/MASONRY Z THROUGH FRAME/NO FLANGE THROUGH FRAME/NO FLANGE ZO 1/4°MAX 7 SEE SHIM SPACE 3 THREAD PENETRATION w -w DETAIL,SHEET 2 - BEYONDAETAL FRAME p INTERIOR _1 O.A. EXTERIOR \ INTERIOR �'—� F'� 3/4'MIN EDGE HE 6 / ' 1 DISTANCE O FD(ED SILL REINF. Z GALVANIZED STEEL', �� #10 SELF-DRILLING GRADE 5 1/4°MAX SEE GLAZINGINSTALLATION ANCHOR `����QO.:.....� PERIMETER SEALANT SHIM SPACE DETAIL,SHEET 2 ` --- A.6� BY OTHERS METAL SUBSTRATE BY OTHERS .� `' %• 11/4"MIN. (SEE INSTALLATION NOTE#12,SHEET L) N: ~ EXTERIOR FINISH ,.• ;^�;. �: EMBEDMENT EXTERIOR 5HEATING BY OTHERS y •, .• BY OTHERS a'• • ` EXTERIOR FINISH BY OTHERS 'fid' •' �F CONCRETE/MASON Y I I PERIMETER SEALANT BY ,'�i�y.• pR�`��� BY OTHERS tom— 11/2°MIN EDGE �_ O.A. DISTANCE OTHERS m h m It~n 3/16°ITW TAPCON WIDTH <$ Z INSTALLATION ANCHOR A VERTICAL SECTION C HORIZONTAL SECTION p 3 SILL-CONCRETE/MASONRY 3 THROJAMB-METAL UGH STUD DWG#: THROUGH FRAME/NO FLANGE FLANGE S W D00 3 SHEET. 3 OF 4 CONCRETE/MASONRY BY OTHERS Si�Ver�lRe CAULK BETWEEN bvAn Lind CONCRETE/MASONRY d 2X ersen WOOD BUCK OTHERS UCK 3/4"MIN EDGE #10 W000 SCREW 3 THREAD PENETRATION INSTALLATION ANCHOR BEYOND METAL FRAME 2X WOOD B BY OTHERS DISTANCE 1/4"MAX. CAULK BETWEEN - .. •. SHIM SPACE nnwOW m�utJs woes 2X WOOD BUCK BY OTHERS d •'�' i 11/2°MIN EMBEDMENT OPTIONAL FLANGE • f.; 3/4"MIN.EDGE SEE GLAZING PJtTm:T+�o-:000 DISTANCEDETAIL,SHEET2 > OPTIONAL ACCESSORY FLANGE 1/4'MAX. Z,m., SHIM SPACE J "' F m EXTERIOR SH #10 SELF-DRILLING GRADE 5 INTERIOR�/ I o 8Y OTHERS INSTALLATION ANCHORci \ >o p PERIMETER SEALANT BY OTHERS METAL SUBSTRATE BY,OTHERS (SEE INSTALLATION NOTE#12,SHEET 1) US O.A. FIXED HEAD REINF.. CAULK BETWEEN / EXTERIOR o d C < UNIT GALVANIZED STEEL / METAL STUD d f a HEIGHT- EXTERIOR / INTERIOR -OPTIONAL FLANGE PERIMETER SEALANT BY °¢� w a OTHERS w a OPTIONAL ACCESSORY FLANGE a 09 O.A. SEE GLAZING SHEATING BY OTHERS UNIT —� DETAIL,SHEET 2 EXTERIOR FINISH BY OTHERS WIDTH, < • D VERTICAL SECTION HORIZONTAL SECTION m 4 HEAD-2X WOOD BUCKJAMB-METAL STUD OPTIONAL ACCESSORY FLANGE OPTIONAL ACCESSORY FLANGE 7 OO 1/4"MAX. SEE GLAZING SHIM SPACE 3 THREAD PENETRATION V J i DETAIL,SHEET 2 BEYOND METAL FRAME � p O.A. INTERIOR _ UNIT EXTERIOR \ INTERIOR � 3/4•M 9 EDGE FIXED SILL REJNF. DISTANCE 1Z ' - —� GALVANIZED STEEL � SEALA" r 1/4"MAX. SEE SLA23M / INSTALLATION ANCHOR E 5 ����` O• •a3�N�� PERIMETEBY OTHERS SHIM SPACE DETAIL,SHEET 2 OPTIONAL ACCESSORY FLANGE p� •' METAL SUBSTRATE BY OTHERS v`� EXTERIOR FINISH BY OTHERS 11/2MIN. EXTERIOR (SEE INSTALLATION NOTE#12,SHEET 1) N 2X WOOD BUCK BY OTHERS EMBEDMENT CAULK BETWEEN y's) PERIMETER SEALANT BY OTHERS METAL STUD d '••. •' CAULK 8ETWEEN CONCRETE/MAS .?'.` " OPTIONAL FLAK .4cE ���i��/y ' •••OF �+j�` ONRY 2X r" • � �_ O.A. SHEATING BY OTHERS ii WOOD BUCK BY OTHERS CONCRETE/MASONRY 1. #10 WOOD SCREW 3/4'MIN.EDGE BY OTHERS WIDTH ITEXTERIOR FINISH BY OTHERS k��° m y m y INSTALLATION ANCHOR DISTANCE Zv F EQ VERTICAL SECTION G�HORIZONTAL SECTION o c Q tn Z 4 SILL-2X WOOD BUOC 4 JAMB-METAL STUD - DWG#: OPTIONALACCESSORY FLANGE OPTLONALACC[SSORY FLANGE S W 3003 SHEET: 4 of 4 /I ILI ECO INC. TILLIT TESTING G ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco a aol.com FL RE,Liccnsc No.44167 FL E.B.Liccnsc No.0006719 CERTIFICATION OF INDEPENDENCE (Rule#61 G20-3) Evaluation Report#: 17-0726.04 FILE kgr'J�OPY Date: July 26, 2017 _ RECEIVED Product Category: Hurricane Shutters SEP 18 2019 ST. Lucie County, Permitting Product Subcategory: Storm Panel Product Name: 0.030"thick Galvanized Bertha Steel Storm Panel (2.25" Deep) Submitted By: Eastern Metal Supply Inc. Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certificate of Independence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), Prg.�jidentrgf Tilteco, Inc. (Florida EB-0006719). d^�.v A� •�Q'07 .t�/V�•. . 6355 N.W. 36th Street, Suite 305, Miami,Florida 33166-Phone: (305) 871-1530- Fax: (305) 871-1531 Z_T I L I EC® INC. TiLLIT TESTING G ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com PRODUCT EVALUATION REPORT t A LicE.LicenseseNo.No.44167 FL E.B.LicenseNo.OOOG719 REPORT NO.: 17-0726.04 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.030 thick Galvanized Bertha Steel Storm Panel (2.25' Deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID# 1906)to the Eastern Metal Supply, Inc, Rule Chapter No.61 G20-3,Method 1D of the Florida Department.of Business and Professional Regulation. . This product is being issued on Evaluation Report as described herein, and has been verified .for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1.PRODUCT EVALUATION DOCUMENT (P.E.D.):- Drawing No. 17-099 (Revises Drawing 15048), titled "0.030 thick GALVANIZED BERTHA STEEL STORM PANEL(2.25"DEEP)",sheets 1, 1A thru 9 of 9 prepared by Tilteco, Inc.; signed and sealed by Walter A.T ffitifid 9PF;Tff7•zdated 07/26/17. This drawing is an integral part of-this Evaluation F39pc�,t?��°-� f �a 0. q 6355 N.W. 36th Street, Suite 305, Miami,Florida 33166-Phone: (305) 871-1530-Fax: (305) 871-1531 t PRODUCT EVALUATION REPORT NO. 17-0726.04 2 2.2. TEST REPORTS.- Large missile impact and fatigue load tests were performed under TAS 201 and 203 standard as per section 1626 of the Florida Building Code. Uniform static loads as per Section 1626, per Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Report No. 0425.01-00, dated August 22, 2000, signed by William R. Mehner, P.E. and Henry Hattem, P.E. and Report No. 0616.01-05, dated September 15, 2005, signed and sealed by William R. Mehner, P.E. Tensile test report No.51M-926 by QC Metallurgical, Inc., dated September 20, 2005, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.030" thick Galvanized Bertha Steel Storm Panel (2.25" Deep) for maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,dated 09/07/05 and 03/24/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 0.030"thick Galvanized Bertha Steel Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 4 of 9 of Product Evaluation Document (P.E.D.), drawing No. 17-099. Maximum Anchor Spacing shall be as indicated on sheets 5 thru 9 of 9, of Product Evaluation Document (P.E.D.), drawing No. 17-099. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 2, 3, 4 and 8, 9 of 9, of Product Evaluation Document (P.E.D.), drawing No. 17-099 Minimum separation to glass shall be as indicated on sheet 4 of 9, of Product Evaluation Document (P.E.D.), drawing No. 17-099. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 1A of 9, of Product Evaluation Document (P.E.D.), drawing No. 17-099 �a,,n®a aads•,•rdd��a Anchor specifications shall be as indicated on sheet 10-61-J�5-VIW4 y,�of 9, of Product Evaluation Document(P.E.D.), drawing No. 174$9"9. •• i ��✓ n + M a PRODUCT EVALUATION REPORT NO. 17-0726.04 3 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9, 10, 11 and 12 indicated on sheet 1 of 9, of Product Evaluation Document (P.E.D.), drawing No. 17-099 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida E13-0006719). A. o-0g Ni 'il✓ ��J; 4 zz q 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: 0.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATE,ELCO male"PANELMATE PLUS, RED HEAD ACCORDANCE WITH THE 2017{6th EDITION)OF THE FLORIDA BUILDING CO'OE. DYNABOLT AND CRETE-FLEX SS4, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4-. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 8.2)7/a-CALK-UN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE-CONCRETE BLOCK UNIT. FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND UNIT. No EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 SCREWS USED SHALL BE 1 1/2-LONG FOR A DIRECTIONALITY FACTOR K41-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATEd ON SHEETS 4 THRU 9. MINIMUM SHOULD STUCCO EXIST.AND I*MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER To VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 EL3)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE SHALL BE FIRST REDUCED TO A4.13.DESIGN WIND LOAM BY MULTIPLYING THEM BY 0.6 IN ORDER TO BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE To COMPARE THESE Wt/MAX. (&s.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU S. 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND I-MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER To VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% BA) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS .INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tjQL USED IN THEIR ARAI.YSIS.A DURATION FACTOR CO-1.60 WAS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS USED FOR VERIFICATION OF FASTENERS IN WO= INDICATED ON NOTES IN 8.1) &8.2)ABOVE. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 (C)ANCHORS SHAM BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS REPORTS P 0425.01-00 AND #0616.01-05,PER MANUFACTURER PROTOCOLS TAS-201.TAS-202 AND TAS-203. 2.ALL STEEL SHEET IAEfAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTIA A653 SO,GRADE 40,WITH 0-90 GALVANIZED 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 8(SHEET STEEL DESIGNATION &Fy- 52.3 kill.(AFTER ROLLED) 2 &3 OF 9) EXCEPT THAT HEADERS 2:'3&4 SHALL NOT BE USED.. jL ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION 6G63-T6 ALLOY&TEMPER UNLESS MO WASE NOTED. 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS!SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WOOD FRAME BUILDINGS. DIN 50018 W/50 ks-i YIELD STRENGTH AND 90 ksl TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT%19TH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 5, BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NISI 3114 SERIES STAINLESS STEEL. WITH 36 ke, MINIMUM VELD LENGTH, • STRENGTH. * 10. STORM PANEL INSTALLATION SHALJCOMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING 6. ANCHORS TO WAWALLSHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED). REGULATIONS PROVIDED BY THE URISDICTION WHERE PERMIT IS APPLIED TO. (A)To EXISTING POURED CONCRETE(f'0-3 k9i); - - 1/4-0 TAPCONS& MAXI-SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDEX. IT. (a)THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE - 1/4-0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4"0 x 7/8*CALK-IN ANCHORS, 1/4% ELCO male&female *PANELMATE'OR 1/4"0 ELCO male ,pANEjjAATE PLUS"AS MANUFACTURED By POWER FASTENERS,INC.AND ELCO,CONSTRUCTION PRODUCTS, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RESPECTIVELY. PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE*FROM THE CONDITIONS DETAILED ON THIS - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS AS DISTR18UTED BY ALL POINTS SCREW,BOLT DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. &.,SPEClA0Y COMPANY. (a)THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. NOTES, A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHOR OR CRETE-FLEX SS4 ANCHORS IS 1 3/4-. (d)SITE SPECIFlC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL FOR ELCO PANEL MATES IS 2".FOR ELCO male"PANELMATE PLUS'IS 2'. BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER I - USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.S.D. ENGINEER, SHALL X2)7/8-CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. 1/4-0-20 SCREWS USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. (e) THIS P I F'0.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAI PREPARED IT. Aj)-wNluum EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED • CONCRETE.No EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 SS.MACHINE SCREW USED SHALL 12.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE N -IVINIMUM FOR WALLS VflTH No STUCCO' WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.-ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO BE 1 112-LONG MINIMUM SHOULD STUCCO EXIST.A 0 1 COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING-CODE. A.4)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MUNN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS INDICATED ON NOTES X1)&A-2)ABOVE (a)To EXISTING CONCRETE BLOCK WALL(ASTM C-90): - 1/4-0 TAPCONS& MAXI-SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDER- 1HIS DRAWING SMALL ONLY 19E USED TO - 1/4"0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. OBTAIN PERMITS im THE STATE OF FLORIDA 7/8'CALK-IN ANCHORS OR 1/4'0 ELCO male&female "PANELUATE'OR 11v,OCR, A. 0 x �\v ............ elA - 1/4"0 ELCO,male'PANELMATE PLUS"AS MANUFACTURED BY POWER FASTENERS.INC. AND S.Co CONSTRUCTION PRODUCTS,RESPECTIVELY. vXCENs".. V_'� -3/8-0 RED HEAD DyNABOLT SLEEVE ANCHORS AS MANUFACTURED By I.T.1111. BUILDER. - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCM11.BOLT &SPECIALTY COMPANY. NO FLORIDA BUILDING CODE (High VelocW Hurricane Zone)i .44167 t 02017 r#J=A= a333"THICK GALVANIZED BERTHA STEEL Ln . STORM PANEL (2.25'DEEP) DRAIM Br C 0 EASTERN METAL SUPPLY, INC 7 =1L E 4265 VM ROADS WIVE TIUVT TESMO&rNaINECRING COMPANr WM PALM MACK FL 33407 17-099 C.W=.min - (xign-wt p"a.(561)S33-6061.IIAM Re lMnRAIXurjr.p_e_ FLORM Ui%1 44157 &W 1 or 9 13.119•porm MATH) R119•(mm B407N) 72060'(Dlrc 1E MOTH) F 4000-(L7TECTA'T WDTH) - 3'LL41C J'm TJ09- D AatH.GETL' TSco Aa73' 1.300' 7.500' D AN3Rf!{xC - IJCO" T',LB; COACRE'1E.thi710lS(Sir SCiTtat/tf) I'ar7L gmm GILWA][D GIL.WA M -T ry _APL7L0 PN47S W i 2l73' 1 .x873' t 2.r23" Z.MS' - S tYj 7/e'X J/Ja`IfWC EL to .HALF PANEL N6T5 o Ot2RlAP3 G AWSPATL scar:7/r-:- - xvt:a/e'.r• . R* T.56a' h 3.000-N a-560• .?r+• w as6D A A yY }} on- "t r5D J1 + J cDArAETE nArra>a(sEE sa Lm tE) LJI MAX SFOKM PANEL TYPICAL ELEVATION � '073' AJS- .�1 .073' � - ,JBL• K T.S ' ?3+a- 4 3tww'uc.. w ' I11-11-CtP zmy- a66r � a3r6'� R �•'� tl�Affc $� 3'ANGLE BUILD OUT BRACKET rrh 7.6Br' 1�7 'Ur HEA rcU[r yd•.r' Q "tL'HEADER ° 3r Max. Ur RUILD OUT v °'�°-r EECj10N A—A SICIfL:,IIa•�r• - star:.!/H''-r• - N T. rea .190 _ 093• I90' 1 _ `.J7I• "'� r/�'r 3G 5LCF5 - W WES r13'tra,c • T' .rah' . s s scm hi=m .t NAIr D sv.Gits r14 arae,av strma .090• •Q 100• •093•` - - °� w.. O sa _ .09d• V-0 LOCATYCV� .09J• :,® DER2 t ...�q .ray' 2.000• - ® JTRACK (2) REVERSED "F'ANG TRACK n �' Z,-1, 6 STUDDE{j ANGLf L azar:a/a•-r —'I scut:ait•-r - 3a66 l2 2 x 5"Akx,) x .r25'ANLL �t-.av- - � mrra(p acrmt9 rsTr '` swr:3/b•-,••- .�ro rte' e15P' d r.u..:xs•. t1 al ROLE WASHER D66� t0A ruDr �4 aT3- arr v (OPTlo it � '7 S` T�... Flrl svu:2/A' 1- DETAIL t: sw w/Dr cAsT 7arC OPTION f OPTION 2 �° FLORIDA BUILDING CODE High Vefocily Hurricane Zone) rauxtc PrcrEo WX TXA h 0. 157 0x17 m7cta,m'a. - 0.030" THICK GALVANIZED BERTHA STEEL L a t0 KEY jfO1E AT PANEL STORM PANEL 2.25"DEEP MANN ft .�. EASTERN METAL SUPPLY= INC �+ • :w �'' tNa. a- � � tL r-E>aC.n.Q r Lu4v7r-rmr 426e xEsr saws BTECOMPONENTSimur msima R NONERNG COMPANY P1e%SPAL BECHr3U07 0 17-099 (561)S33-6001.rx:tsegsa A78a N E6-0006719 , mr 1`1 :e. Women+ DR419M M, .- w.IL1EF A TALO'Jr.P.£ DtD rs-ara QIj't/r] s �" 20R72L LP-144 167 STTLE7 TA or 9 93 CONCRETE ANCHORS OCont CONCRETE ANCHORS CONCRETE M'CY.ORS l TE ANCHORS (SEE SCHEDULE) (SEE sc-m ��: (SEC SCHI E) — (SEE SCHEDULE) Cont \ •, (SEE Se \ .• •, —l — 3 Cont .500• .250• — - — Sao• '——.\: Mar � CONCRETE I POURFlI '•R J PouRm I •2 POMWREQUIRED t CuvmaE E.. I I rya mvcETE I CONCRETE E I I � 'w REDLA'.PED REcuRm I I I I (SEE 5 r unSOm�uuE I MR Ar I FW MLNAUM I /DRSAGr I I I SEPARAROI!TO I 1 SEPAR4DON TO I SEPARARW!TOSEPARAAaV TO EYISTW'O MASS I I E)GSRAV GLASS I Ex6NLKS CLASS I t EAtSA'JG BASS I t W y I � 410-20:r - I I7/4b-10 r I/2• I y I SoSvNcMSranW/ol/EBVxER.T/TJ7• I SSdLS W/7/8SJ/J1 I mSb 2 0o 7m/ W N / ! J7- Mr.Nr o EVERT I nwe Hur a EVERY I OYERIAP 6 ewsPAN 6 IRDSPAN G OVFNfAP O rGDS°AN OVERLAP O ARDSPAN i+- .�Fwsmw mua I a I S W SIUCCOI I I W III-O-20 r Jj4 I 3 I I I 1/4-0-20 r I I C I WWI NG Vr 6 a a I i ra.a 114'a w2o 7=Jp RB CONCRETE 42 WING o E. CONCRETE OR CONCRETE E. T/2%o.c E BLOCKWALLPOURED CONCRETE OR CONCRETE. CONCRETE CONCRETE -, 9 N.nt - BLOCKALLOCMETE REOUN£O I — I _� ass• I BLOCK WALL — 5 cont 0-20=1/2•SSALS CLANMTE ANCHORS cavcgm AIolu46 6 CmL W/ra/r 6 1Y a O (SEE SCREOUI-) 9 Cont (SEE SCHeEIxw i SEE CHT!! I I CONCRETE 1 COnt i SECTION 0 ANCHOR _WALL MOUNTING 1NSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE:J/R-. I• SECTION 3 SeceE:JIB-- I• SECTION 4 SCALE:J/B-_ I - I i w I 1 I/4. J/4•BOLTS 7/B-r J/J7 0. {SING fair O / I 12'0.r tj E a- EDGE DSSrr(SEE (rTrr//P/IOi�y�o . SCHEDULE ON PoURE) ', I 4 3.s k 7 Or g) OR KWALCONCRETE II BLOCK xsvl "; r.LXV-I I `,, ••ti�CEraSF'••,..� REotwED N�•� j67 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) a ` 02017 IXIWO..INC. 0.030"THICK GALVANIZED BERTHA STEEL LG ' STORM PANEL (2.25-DEEP) ANEW Bl} '; 07/25//7 SECTION 6 STUD NATE FOR LOArB%NATN)N OF SECTp7N5; � '•, " ' EASTERN METAL SUPPLY INC aT� WALL MOUNTING INSTALLATION IL E C 0,,..Watc/aaoR/cE,LwG reouNnxc=Ecnoxs cw BE —_ � ' ,A CQVBWED W ANY SPAY TO SUn ANY AVSTAWINJN. Jf y\ rlt nWT TESTING k ENGINEERING COMPANY vHDK-� ROWS DRIVE � .F( o�Te-aeo 17-099 SECTION 1 SCALE:J/R-e r - Aar! L G` 4L9 cs�r55`I . 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SF••. 4taps.�E o 9) � No.44167 FLORIDA BUILDING CODE (High Velodl HUrrtcone Zone) xa 01017 MFICO D.T. 0.030 THICK GALVANIZED BERTHA STEEL t'e �+. STORM PANEL (2.25"DEEP) DauvN Br. iVE NOTE FAR COAOXADON OF SECnONS: @�� EASTERN METAL SUPPLY, INC or n I�UNC. COURIN0 114 Vr M Y TO-SVG SECTIONS CAN BE 4t@P TM B ROAACH,F 334 CDUBW£D IN ANY f'UY TO-SU?ANY WSTA1lA7KMN. 'r,.... nWJ TSE�5T7uN0 a ENGIN[ER(NO COMPANY 11t-•aT PAW BEACH, .- 33407 aw N t.�l rfscx�. ata .R�ylta i'HAxG(5@TI333-bb@i.FAX:(561)569-4798 I7-dg9 CD-LW187L9 — M7M Na WALTER A TYtd.4,,RE: I a0 esw@ armor NzoRme cr 1 440@7 r Mw of 9 J. IVARI,E_ - POURED CONCRM. -- . OR CMMIE&OC6 - PDOWD caN'CRETE. aE&AWDRm�OOR CaNCREW S10CK If POURID CO�'TRETE�OC/NlRFTE BLOCK WALLCUT P.OrEt ;./ '•'R � 2500'M,'n.CaVCRE7F ANCHRS2.51"ALn. CON�7E AACN0.55 - •.. ; O 12'O.a 11.O.0r 2 OR 3 OR ¢ -1.000' ALIDWE LEG.L00177(AY 2•+I'+.125' �2 31015-H 14 OR 6Od7-10 Cant AL—ANLL£ g - — 21�m�oxmm A§..ANGLE OR C.. . 9 WO*J105-H154 sIEE� - •. -- /•�,• -- .. Y a UETAL AAm.BEA?,SATF - - 114'0 BOLT 4',4'1.072' '- O 24'O. IGSOR 6087-T6 AOY W JWUI C J105-H14 LLANGLE CASE A (Plan) CASE.B (Plan) CASE C (a/–an) _ SCALE-- 1/4'> 1' _ . . • SCALE: ' .1/4 >-1' - SCALE: 1/4"= 1 -END CLOSURES DETAILS MAXIMUM A.S.D. DESIGN PRESSURE RATING 62 s f) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE Pomm carom F m4lawa APPMABLE TO I (REO.0) OR COvCREm BLOUL ASA CESION Lac PAHA LONGM WAU fiMMEO PRE5SWE RADNOG(2) GnM.MUM SEPARADON SECNONS O AL 1':J•+.097-3105 N-+ _ - ..\:'.\`.::::`• (ash) (sE£SECTIONS) TO CLASS ANY COdIBINADON. i 6063=76 ALLOY C L Alyn ANLLE _ OF IN0:7/ _ '-• EDM ARMORS o ra•a a o W ., +66.0, 776.0 •7=6"OR LESS 3" 1,2,74,5&6 ' Sa +60.0, -70.0 >7.-6',TO 8'-6' 3" 1,2,3,4,5&8 1/4"GAP ♦ _ .0 .. +66.0, -76.0 7'-6"OR LESS 'J 3/4" 6&7 i •• +60.0, -70.0 >7=6'TO 8=6' 3-J%4' '- - B& 7 MUM C011RETE, OR CONCRETE BLOCK WALL REOU'?m CASE D (Plan (P , CASE E Jaaf` iA�� RA PI'el —+" 'A1C Erys• v= ' SCALE. 114-- 1- Sate 1/4" *j- N0,44167 FLORIDA BUILDING CODE (Nigh Velocity Hu one Zone) 6200 RLUCC,DC 0.030" THICK GALVANIZED BERTHA STEEL LC STORM PANEL (2.25"DEEP namnN BY. ` &mp,�, ��• , — IL E C O 1Ne. 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AND 12• r WA 12• r?' or 12- IY 121 rl' rY u- or !r .1 lmmw) CORRESPONDING .ifAk7MUM ANCHOR SPACING SCHEDULE FOR, rY WA WA WA 12' 11150 or NIA rY N/A 1' NIA rT• n- 2MP) INSTALLAM.STRUCTURES e. - Ir r WA or 12' 1r 12- rr 12• it, or 11, WA NIA 2•(60MM) . 12' WA WA NA 12- NIA 1. WA lY N/A R• NIA WA NIA J OW) or r J�A re or rr !r 12' rs' Ir rr rt' N/A NIA J(60naN) "AW/UUM ANCHOR SPACINGS ARE VAUD FOR 3 112'EDGE DISTANCE .600.-61.5 12' N/A Ir WA 1r WA 12• N/A or WA WA WA 4(ra) a'-0'OR te35 FOR E- D. LESS 7HAN 3 112" REDUCE ANCHOR SPACING BY or r r2' 1r rr rs rx' t1' lr II N/A WA 4(sonaN) MULTIPLYMG SPACING SHOWN DN SCHEDULE BY 7HE FOLLOWING FACTORS. (NOTE:Afin. E. D. FOR CALK—/N ANCHORS!S 2 T/2;J. tr N/A r2N/A u• WA r2• WA n' WA WA N/A s(rap) FOR THIS OPERATION TO 8E POSIBLEREDUCED SPACING OBTAINED !7' r 12- 12- or Ir u• fa• 1r lo' WA N/A 5(sorlarq USING FACTOR-SHALL NOT BE LESS THAN WNIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. it WA Jr NIA Ir N/A !r WA lr WA WA N/A!//A /2- N/A 12' A(/A !2' WA I7' NIA WA WA B(BOrhJ11) FACTORIr WA 1Y N/A 17' N/A I1 /yA JI' A/A WA WA 7(Ta!/60rION) ACTUAL E D. TAPCON/ WA N/A rr/A WA tr Ir !r !r Ir W ,Jr tr a(Tcplwm4 CRETE—FLEX 554j CALK—IN SOLID—SET RED ND. SLEEVE IaYJ6Y Ngl6 aYAAf.ICM C 0.w J ' Ara iamr t1,y.e<stLti ltm mmascrmt Mauls rv�fAs'm�t1Ct AQ iea^ft ANVAtat'm 3" — .75 .7B T.OD aea G.ay I pcWo RCD sm arm' carr-aa s. +cccgm r v�ozf eau'v+nauar tae c"-N swa-srr acnva/a wasw vua _ . nn aamwcal CmDD/r(N 2 1/2"... .50-.. 1.00 ' m alloar z=ro cck=l m a= m mw2rr m rAarx m meant *a= m w= m tray m raeaai m ttta m ruanr m ttcnr er naa or WA N/A WA 1. N/A 17 1 WA !Y It/A /Y N/A WA N/A r D-) 2^ - - D.BB rr a- N/A or rr 79' or 11' rx' !D• 12' D• rY u• +jsarrarq 1 112' .35 or M/A WA NIA or WA 1r WA 12` N/A rr WA 11 72' 2 Dal) 1T s• WA W 12` n• rr 1a' Ir 1o• or, D` WA N/A 2(samw) MOORS CHORS LEGEND !a• WA MIA N/A !7' WA 1r N/A or N/A or 111A WA rt/s1 J MAI �puuu�nuu�� or 61 NIA /r 12- !2• U• 11• or la' 02' 9-" WA, NIA J(EWTOM) _ ,ANCHORS ANCHOR ` .baa-720 or WA NIA N/A or WA rr WA Ir NIAtr" IyA WA WA 4(W) "'CR UW TYPE SPACING E D. EDGE DISTANCE 1` r NIA fY 1x' 12• 12' it 12' to- rx- a• WA WA 4 0-TOW W N/A WA WA or WA f7` N/A or WA 12' NIA WA N/A 5(rw) TAPCON/ 4.0' u 4- WA IY 1Y r u• r rr r or 6• WA WA 5(60MA) PANELMATES I,?* N/A MIA WA or WA or MIA 1r WA eY IVA 'WA N/A a pm CALK—/N 2.5" Ir WA NIA N/A IS` WA or #A I7• lyA II' WA N/A NIA 6(ECnC) t0' WA NIA WA t2' WA fr WA Ir 1t/A 9' WA NSA WA 7(WP/DDff0) SOLID—SET 3.5" WA /1/A WA fyA N/ll WA tr !7' 12' 6' tr 9• rr 17' B{16W/6amw) j flrJ7llPltto Ar „ NAaeAI Aeomv vA tar e a.a ar- - 3/8"O RED HD. 4.5" t'tli.�SF{A. Asaw""'"ae-.+I au a+uz neo c..vwmmr Is.= trnal vA3mQ5 Au A'DRJ AsrDecnr ro DYNABOLT SLEEVE 1377 A. ......... (j " ucrrAs f t uuNw rNaz RAiaa vAIJ a xAuo-sel nqn s aJD Io am! vrlr-extx sz4 aW."foor vNae+wr pelt Ae=l toftca eaa-N "to Aw Dass o w rowlN t'f1t) 13 1C�11 w m ea o¢Ir m a6rw m rnaa r m tmac m 0000 r ro aaw m m am m acv m cmAkx¢ ro aaa m ea mM m amt m m en7r m tleor er oo CRETE FLEX SS4 '6.0" /2- WA !yA N/A 12• WA or WA Ir WA 12' 4A WA N/A I(Tapp) Ir 6' N/A IP' JY 12' fr t0' i7• a` rr r !r !r !l6771mNJ I?` WA WA N/A 12` WA /7' N/A Ia• WA or WA I7' t1' 2(w) rY r - WA n' W tr 12• fo• 17` 91 or 9' N/A N/A 2 MMMQ 'SEE NOTES ON 57(EET&SPACING ANCHOR PFES 4, OF O INSMATIONS INTO WOOD BUILDING$ a�'�''•�` t� '!Y WA N/A WA '12- NIA 12 N/A /r WA I2' NIA WA WA J(70P) y�.flr"�/*s�"R�V .�'•'�Y�x'1 or r NIA or 12" 17' or le !Y D• IT- D- WA WA J(aOrraM) .mQ-61.5 1r WA WA WA tr NIA 12- WA 1r WA r2' II/A WA N/A 4.(TCP) 6'-0•m r-a •I 12' 61 WA or Ir rr or l0' or r /a` 9' WA WA •(w7m) rr N/A NIA N/A or WA rr N/A 1r WA or WA NIA WA 5(rm) FLORIDA BUILDING CODE (Hlgh Velodly Hu one Zone) /2' r WA R- 1r. JIA 2• or a' or a WA WA 5(w"aN) > -. or f/A WA N/A 12• NIA fY N/A I? IyA N/AWA a DaP) 02017r2r6L'0.?r . 0.030"7H1CK GALVANIZED BERTHA STEEL/ STORM PANEL (2.25"DEEP)EASTERN METAL SUPPLY INC DAMIf• WA NA. N/A +r N/A 1Y NIA t7' N/A WA NIA 6(80Ad!) ��w� 07WAWA N/A 1xNIA ra- NIA /S` I//A NIA WA 7(TaPI6arM1'W) C Q(�C. {ZE8 NEST RAMS OFMtWA WA N/A WA 10' I?' 0' I7' D• 12' !r a(rfW/d7n0N) "LLIr TMINC&WGINURWG COMPANY WEST PALM BEA".1L.3.7107 ,%'. mte(561)533-6061.fAk(%1)--88-4780 17-099 ffi-OODB77D -.1 ertCrna alrr awn I R'IA'C!TM 7L0RmA tx f 44157 aM n ae m 7 a SNsrr s or 9 YaLIA1 Au1xAa tc. W MI c a-J 1/7• Ata 9lSG'I 1L6 lAc6ar aN CUKawclnv BNO11ce P7IL4 PANDA:9f ALL Fi'l1S AJHA:l94'ro Ae!>ta9 lirf7lC(o-1JJ -M rAR,IIY4 FD Iro 5'lv OP11I Nd St1 ru7/ia1w6 PANJYriT ltrtt PACaa2n IUIt Ll•A'-N tgp.3(f 6/e J{VNIN (. Av1'1row6wIl5V NTCM 1"R1r m c12' m A m NIA ro A m[OVG411L m 47x6. m moral/ ro mer ro mlo?m m Bmar m eacellr m o— ro c w m Ewer a>,cr! AfAXWVAf A S D DES aN PRESSL� RATING +JAS=1 AND I7• WA N/A WA Il• N/A 11' N/A 11• WA 1T' MIA IIIA N/A 1(ra>) Ir s- NIA 1470 rr la' v' 9' ra' a• Ir T u- ,z' ,(aanav) . r.ORRESPONDING A x1 Wf MUM 9PACINO SCHEDULE FOn 12' WA -N/A 11/A 12" WA #' N/A 12' WA u' N/A 1. 11• 1(mP) INSTALLATIONS INTO =jrRRTR AND I•ANI`RFTF Rlnrrr 67Fry(•mT1gPS Ir e- WA JT- 11' lo' IT• 9' 12' B' 12• r WA IIIA 2(sommo 12• WA NIA N/A 1r WA ta' WA 17' NIA 11- N/A IIIA WA J(rap) 1. a' x/A 12' v to. Is' 9• la• e• Il- r WA WA J(Barco) "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2"EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2; REDUCE ANCHOR SPACING BY 16B.o,-lza 1. WA WA 12- 11- WA n• 1. 12• N/A 12' MIA WA WA (n 6•-B'c r-a• IAULDPLWNG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING u• s- WA u' m• ro• u• a• n' e• r2• r WA N/A .(eanao) FACTORS. (NOTE:Aft E. D. FOR CALK-IN ANCHORS 1S 2 1/2,. 1r WA WA WA 11• NIA 12• WA m• WA 21' WA WA WA s(c.) FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED rt' N/A WA 8• 12 e' 17- a• 1. �' lI' 4• A USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING W WA s(earlav) INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 12 NIA N/A IIIA Ir WA 1• WA la- NIA It' WA WA WA 5(rap) 9 WAWA IJ/A /7• WA 11' WA 11' NIA a' IIIA N/A WA B(INTO.) FACTOR a• I(AA NIA 7,1A W N/A 11' N/A to, NIA r WA N/A N/A 7OWIPan V ACTUAL E. D. 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ANCHORS LF,FND _ 11• WA WA WA l2' NIA Ir WA 17' WA 12' WA WA NIA J(W) ANCHOR r1' s• N/A 12- 17' II' IT' FWA 11' a' 17• 8' WA WA J(eallav) ANCHORS MIN. ♦RAo.-615 02' N/A WA NIA 12- NIA 12' 12• / WA WA 1 TYPE SPACING E A ><EDGE DISTANCE 11• 5• WA fr 12' 11' Ir II- B' Ir 8- NIA WA 4(BOROr) TAPCON/ /1' NIA WA 1f/A IT' N/A /1' 71- N/A 11' f{/A WA N/A 1(ra J PANELMATES 4-0" lr /IIA WA 9' m• B' 12' 1. 4- Ir 1' IIIA WA 6 MOTm.) 9• NIA WA NIA 12' N/A 12• Il' IVA Ir N/A WA N/A a(m°) CALK-IN •15u 11' NIA NIA IIIA 12• N/A I7' 11• N/A 9' WA WA NIA 6 pa=)WA WA N/A I1' WA l7' I,' WA T WA WA WA 7(r6�/ealrall) SOLID-SEI 3.5" N/A N%A WA I,/A N/A WA 1T 9' 12' 8' 11' e'. 12• 17- a aw/8ana.J p/asa�J p 3 8 0 RED HD. 311 T�� 1[®1Ai AVO172f 9A11C(8P L a-J I/7••• - / 4.5" - (i1 �� ' • oo a Asn arsv 1Le.ArN.6lr faro con:aAanv Flosxcrs A>ml rAoarR1 Au 1vm Axtt 2 m DYNASOLT SLEEVE \\i ••c... •(•� ✓9 w ar .l`m'lt/Ir'b-SEr 1—i F.m 1m 547'8 W2-tor sv ru+/li+wL uw,Lw[ out IavavFa wJs uuw SC,ta¢IA u\3 \\ � '••�a 4s•••-'. .. to mloarLAv musvAlnv ` 'xt'("I scL m wmmCRETE FLEX SS4 B.0' \ • \ &7 I. NIA WA WA it NIA IT' WA 12• WA 12• NIA /1/A NIA I(rap) (�4 17' e' N/A 12' Ir 9' 17• B' JI' Y /7' 8• /7' IT' I(80nO.J • '_ 12' WA WA WA la' NIA 1Z' WA 12' WA /1• N/A Ir Ir 2(mp) 'SEE NOTES ON SHEET 8&9 OF 9 , II' 4• WA Jr 17' 9• Ir 6- Y 12' v 6• WA WA 2(BOrrav) FOR ANCHOR TYPES&SPACING FOR -O • -.15,:r INSTALLATIONS INTO WOOD FRAUE BUiLD6VGS. _ O 1LJR1 12' WA WA K'12 12' N/A t7' WA 1Y N/A iT' NIA WA 11/A J(/OP) .. T�pp 1�........•'C 11' 4- WA 12' 9' 12' B' 11' Y 17' B' N/A WA J(Bonvm) /-1JS'/\RI�L 4�l' 1aLO-72.0 )Z' IIIA N/A IIIA 17' WA f2' WA 11' r. WA 1Z' N/A WA WA a(ra=J T'-B'm a=6" WA 11• 9 11' e' 17' Y 1r a' ?11A I/ WA 4(fsarrav) u' '✓A WA 12- NIA !z• NIA 1T N/A r7• N/A N/A rr/A s(top) FLORIDA BUILDING CODE (High YelacNy Hurricane Zone) 9• SIA WA !Z• a- I2- 4- IZ' ]' 9• J• WA WA a(acnav) o2m7 nuLco,rc 0.030" THICK GALVANl2ED BERTHA STffL!1' WA N/A 12' NIA 12• WA 12 NIA lo- NIA WA IVA 6(!OP) STORM PANEL (225"DEEP twawN ar. a• VIA WA - 1!/A I2- WA I!' NIA rl' WA r 11 A / WA IIIA B(aaI/oaD EASTERN METAL SUPPLY INC °'/247/" 7' WA WA I{/A 9' WA to, NIA 8' WA 6' WA WA WA 7(raP/ora.) IL ECO «�. t a / WA WA WA WA WA IT' B' 72' 6• 17' H' 17' 11' a(!aP/d07mwj nLL1T TLSnNG d ENGINEERING CO}1PANY A268 NEST ROhDS OAIYE ant IT 3 5i,sw.Jsi maw uG C n.urea WEST PALO BECK FL 33407 _,(JWrr11-rtm.r:(J11p m Jr PHONE(561)533-e0al.FAX (sa1)sae-4780 17-099 E9 ruff19 nesrUR1 DRAIS7tY!b . .• �fLcam Ur //40167 as rDpa ar/A/N � 5'NLF/R OF 9 I,U rnstav ARWA6'•SdarG Iai c n 3 I/Y•• AZn[SGv tIR AA(Kr fTOa ttl SAtCrdel I.g70KI5 rGiEJr MSTDdAS An rON14 An3fA•]L!O )u�ns/+Jw-s rarras ua J®sunr arch-nu sJ Nu(/r¢rNr rJAaNv[ rJu rArs+mr rus dirt-w m:o-m �"�+/s w.vcv rwsst m tvunr m moa m mernt m�ar m—mm m J1oor m adrA.•rr m¢ou ra tcrostt m 90a m calm to soar 2caunr1 maw urcori m% t 'I MAZA(UM ASD DESICN PRESSUR RATIN (Ll.s f) AArD MIA NIA WA IY N/A r2' M/A 1. WA Is• !/A WA IVA I(TOP) CORRESPONDING MAXIALUAl'ANCHOR SPACING SCHEDULE FOR '°• s• WA 12• r2• rz• rT' it, !r °• u' °• IT• rz' '(sorrau) INSTALLATIONS INTO CONCRETE AND CONCRETE RTO!'K STRT/('TNRRS I1• WA N/A WA 02' MIA JY NIA 12' IVA 12• MIA rY IY T(rce) IT" 6' WA I1' /2' t2• !2' I1' r?' 9' 11• 9• WA NIA 2(6Vr7OU) IY N/A MIA WA IY N/A 12• WA n• MIA I?. WA WA IIIA s(rcw) 'rIrMUMUIV ANCHOR SPACINGS ARE VALID FOR 3 1/2-EDGE DISTANCE. IY 6' NIA D" 12" 12' JT Il' 1T 9• 12' 9• NIA H/A t M0770N) FOR E. D. LESS THAN 3 112- REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING +66a a6o 12" N/A N/A N/A 12' /A 12 WA II' WA 12' /A NA N/A A(WP) 6 0 OR LESS MULTIPLYING (NOTE.Arn. E. D. FOR CALK—IN ANCHORS IS 2 112"). @. 6• WA /Y 12' IY I1• 11• 12- 9' 12• 9' IVA ry/A 4(BOTIOU) FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN AfINIMUAf SPACING IZ' N/A WA WA I.- N/A II' N/A rT' WA It, MIA WA x/a 3(roP) INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 12' i' NIA m' tY d' 11' Y 1• 6• I2' 6' WA NIA 3(Baum) 11' N/A N/A N/A IT' N/A I?' N/A lY' WA fY WA N/A IIIA 5(fop) FACTOR II' WA NIA WA 1. IIIA 12• H/A 12• NIA 10' MIA WA WA 6(mrrav) ACTUAL E. D. TAPCON/ 9• N/A N/A A 11' NIA l2' NIA II- IIIA 9' NIA WA MIA 7(Top atr06Q CRETE—FLEX SS4 CALK—!N SOLID—SET RED HD. SLEEVE NIA WA N/A WA N/A IJ/A IY 11' 11' 6• I2• .7,r .78 1.00 N.aw wa'a AMHLJS uAcc rrR c A.s •• 2 1/2 — .50 — 1.00 Asn caaJ arm claoer mo walsacrw Jlmas ram rumae An soros nnlaerr m �sl aaayw.a-a Nm+s rm la smr cart-nu rw na'(JI¢wc ruvluT Nut rA�xNen'nos wx-n mu-szr =CJ's/r wcvxJ rum — — — Arrcam.rxw m�cnJ a•(a! 2' 0.88 m toemlTT m nom m m6urr m anal m cmarslr m moor m m uzrc m mar m carru:r m¢mr m anoint m drat m amml maw a rJmJ 12• NIA IIIA WA 12• NIA I2' NIA 11• IIIA 11' IIIA NIA N/A I(TOP) 1 112" 1 .35 —Ir 4"4" IIIA u' 12' to' I?' B• 12- 7 1/Y W 7• 12' 12• r(BOTTW) 11• M/A WA +IIA !Y N/A 12• WA FY IVA 11' IVA IY 11• 2(TOP) ANCHORS LEGEND 12" 5' I(A 12' 12' 10 1• d" IY 7112- 1. 1' WA NIA 2(6VTTOU) 12' NIA !IIA NIA 1T' I/A 12' MIA !Y N/A IY IVA WA 1/A 3(TOP) ANCHORS ANCHOR 12• I• WA !2' 12' to, IY d' 12' 7 IA- f7• Y WA MIA 3(80"W) MIN TYPE SPACING E D. EDGE DISTANCE +660.-760 12• IVA MIA WA IY WA 'g. NIA 11" "IA 12' IIIA N/A NIA i(IOP) 6'-0"To Y-6 12' 4- MIA tT' 12• 10 12• B' W 7 1/2• 12' Y WA MIA 4(sormy) TAPCON/ 4.0" 12" WA M/A NIA 12' fl/A /2• //A f2' J+/A 12' NIA MIA NIA 3(TOP) PANELMATFS r0 w- WA ///A 7112- 12, 3• 12• 4' IY 4' 10 1/7' 4' N/A WA 3(SOTTOU) CALK—IN 2.5" r7 1/2' WA rI/A WA lY HIA l2• N/A 12' Jl/A t0 W- IVA WA 11/2 6(TOP) 9' MIA IIIA x/A 12' NIA IT' N/A 11 1/2* IIIA 8• NIA NIA MIA 6(Borrow) SOLID—SET 3,5" 71,12- WA N/A N/A IO 1/2' IVA Ir f/2• IVA 10- IVA 7" WA 111A NIA 7(WISOM9 NIA WA IIIA WA IIIA WA 12• 1 8' IY 6• IY Y U. 12- 8 DCP/6077059 3/810 RED HD. DYNABOLT SLEEVE 4.5" Jr4> NdcNAr ANr..As scam Jae e a-3 r/J•.� alav,P., Asn arml nA:ants+ nm ousarcav sroxcrs Jam rJsmmc Jin roofs AMSP.LJt ro 14J �.\�• ....... /�'` lPa.rl)ms/+rc-stl we s as Ja smr urm-nor ssA NN(hnNr rrAzw.rr out vA.a+mc rua cu-a+ sora-rr. Acou%mI Inti Vin! CRETE FLEX SS4 6.0" ,��, .� ••(u'�.N '•••,�9 m anvslt m ncrn ra mwart m¢toe m evsAtrr maw M—. maw m—raIr maw m aAuat m¢ear m daunt ro nror rs INIII ,�^•�.\ sC 1Y NIA WA N/A 17' HIA 12' WA IY WA 12' MIA WA MIA f 00P) rY r' x/a rY ra• 9' 1• Y rT' 6• rY 6' 12' rY 1(EonaM) *SEE NOTES ON SHEET 8&9 of.9 , \� X 12" fI/A IIIA rI/A 12' It/A 1T• N/A 12• HIA n' MIA ry rT 1(TOP) FOR ANCHOR TYPES&SPAC114G FOR 12- d' NIA 17' 1?' s" IT' 7' 12' 6' n' 6• x/A MIA 7(Borrclq INSTALLAITDN$INTO WOOD FRAI.fE BUlC01NG5. �+ 1 I•L'2 lY WA 11/A MIA 11' f/A 12' N/A Z. N/A 12' HIA WA IIIA 3(f0f^) �Oj{`•�••����jo��NX .Sao. WA IS' 1T' 9' t2' T /Y' 6' r?' 6' 111A WA 3(80mv) -,'e�'� ••••..•" �C?N ♦660.-700 X.- WA IIIA IVA 12 IVA I2• NIA 12' NIA 12• WA N/A MIA I(Ta°) >7'-6•m d•-6• w a������� i•I.d11 II" 4' IJ/A II13' /I/A fY 7' IT' 6' f2' 6' N/A WA I(60rr0U) rY WA IIIA NIA rY IVA rY NIA rz• IIA rz• MIA NIA WA 5(rcP) FLORIDA BUILDING CODE (High Veloclfy Hurricane Zone) MIA NIA 6• rz' II/A 's, WA !r• 3" d• 3• WA N/A 3(Bork!) 02017 MLTEM h= 0.030" THICK GALVANIZED BERTHA STEEL La 10' fI/A NIA NIA 12' IIIA 12' NIA 12, MIA 9• WA WA WA d(TOP) STORM PANEL (2.25"DEEP) aaatN en B' fI/A /IIA f/A 12' MIA 10' NIA 70' M/A 7• WA 1/A 11/A 6(6anc.) I EASTERN METAL SUPPLY, INC °'12611' Y N/A IIIA IJ/A 9' H/A t0' NIA 8' NIA 6• WA WA N/A 7(rOP1-nVig ■ E C®1 Nc. IIIA IVA WA N/A NIA N/A 12• Y 12' 6' IT- I 6' 12' 11' d(TGP/80RON) TRLIT TES77NG&ENGINEERING COMPANY 4Y68 NFST ROADS ORNE ..vv.. 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STORM PANEL (225"DEEP) Osm 84 C/►/� EASTERN METAL SUPPLY, INC t.INSTALLAnONS ARE ONLY VAUD FOR WAX.ASO. DESIGN PRESSURE RAnNG '� GLV 1lIC. AND MAX•PANEL LENGTHS AS PER SCHEDULE ON'SHEET 4 OF 9 41s8 iiT 807115 OrtNE nLur,JS.s t ENClNfPR NG caMP m B'ST PAW 081.F T1 5!101 J?-099 ax1 xa:ca. m..mz aaSu twm�¢a lfrp! j+>gNE tssr):a1-twat.rA>G(sa1)ses-aao 2.FOR NEW WWO FRAME CONSTRUCTION.WOOD MEMBERS TO BE SOUTHERN - nm,e:o" nese.r.:3xvNn-ran m �yay 1H PANE No.2 TY/SPECIFIC DENSITY OF 0.55 OR EQUAL ED-DO l i au w r�ras a.a Asn.* �1 acAA 7BDT X•PZ oa u-ae aAml a� PtoR+a1 ex/s4rs1 sxEEr 8 OF 9 n 1/4'0 LAG SCREW O 6.0.a W/1.r/z•lr r.7HREAM 19MC NUT o PEA'E7 umv TD CXLSTWO WOOD HEADER 1/4-0-20 ELCO mah/!emote 12-0.a 1 '\ � ANELWIF OR UWe PANELL.A7E PLUS WOOD TRUSSES OR RAFTER �I`• - O/2'ac.17/1 7/B'Grn.1RRFAD 0 24'0.a R£OIRREO - Ii 1 Cont PFFAETRIROK 7/B'0:J/S2 i - 1/4•o-20 S S BOLTS 41 Wvx NUT a I I 12-a F W NUT R WASHER 'STUD O 1 I o 1'LRS I n'o.c (sEE sarFOLnE) ' FD FRa. 9 1 2po /dGn.\II, i ¢� /\I/M RECURm DzIrm CLASS WOOD K 7'r 4'r 1/e•(ecn� 4 I Cone I (NO fU✓15N 1�6,�175 A9m.�BE •`•i I LbAL ••, •• _ I AL10WED) -4— .500 I• 300• !AG ro16'EACH CLASS IJ/4' SCREWS UV*WW1 OF7E . I WOOD HE/IOER 1 I WDOD HEADER 1 _ 1 ?N BtJROFS °:1 —O LMlCIG uD00 FrEUellt 1 REOIdRED I I �+y I RECU490 1 1 TDT SCREWS L2-N;n,HCttR:AL mOM 1 N/ i KsEE sclurOCE) m a 6•o r- i cont '1RpAc�` (SEr SCHEDULE) 1 TOR WN I 1 CL,6.5%S i g '- 1/4-o rac sCREw S T TO ESf6T9.'G GtAss I I I - {u •W/t 1/2 NIA THREADED I SEPARATION TO PmE7R ml O A-ac. I EA7STNG GLASS S i r ALTERNATIVE f ALTERNATIVE 3 ALTERNATIVE 8 ALTERNATIVE 10 (LLax.oEsAw LOAD=:61.0,PO Mac PANEL LOAD.8 =07) W=TRUSSES GR RAFTER - (SEE SLREDULEI. ' I R " - 0 24'a a PrDwEO FOR LExr.SEPAR4710N ; m SE£stlarwir) I TO E)OSTfNG RASS I 1 FOR W. I ' I ISEPARA710N To I (SFE SCHEDULE) ( 1 IEX3VW WA55 I RTL AU. I 1 1 R_Ij� I SEPARA77ON TO ALTERNa7E T (^, �'I 1 1 EM57MG CUSS LEG I `, L_J '�•. i EO 'EO I WOOD DECK I LOEATA7N I W �\ j I - 1 PrOU1RED lFffm / r/ f.f Aft 7Q0 B TACLOWm) i ,� \ Cont O AW47DTH OF PLATE I/9b r J/4' 1'r 4•x 1/6- - f ITW BUILD 6m-T5 AArn.IUB£ 1 o,nL 1 d 1 i 1/4'0-20 ELDO molelle+role TEN SCREWS !v/12)s/1C o 1 - I WOOD PJnU4IE OR Dale PmELVATE PLUS O 6'or_ 1 /.tC'a W ro EACH _ 1 1 nL 1 ' PLATE PATTER 1 \•�•.� I� •T .-12-� RO.G w/1 7/a-un TNRFAOm 8 i 5 M_�IDM or •�� _ - I•• yr t 4'0-20 x J 4' 1 .. (SEE SCHEDULE) I �'v'� t��ODDO0 EO m 114.0-20 r J 4 - ' 15 W/718/r �� \ 1 I " FOR Ar- W/2 1 •�TNAErbfD Bpl1s W/7/8 e 1•As. S/J2'WWG NUT 1 ` I - 1 SEP.(pAi'lON TO I 1/4'O LAG SCREW J/S2•L11NC NUT O 12'O.a., fi. ` ', j £p57RIO CLASS 1 - W/11/2 uuA THREADm O 12-MaMV. I x �i• J-lGn. _ I. 1/4'0-20'r J/4' Pf7X1RA7XW O 4-O.C. 11 4 I.0-20 S S 1I ' I I BOLTS W/7/8 x 1 T5 O ' + �. J J2•iT,Uj MIT 12-a alv �r2 0.c. ALTERNATIVE 4 ` �. ; !""g ALTERNATIVE 2 FOOD SMD 1/4•O LAG SCREW O (dfar.DE51GN LOAD--t 61.0 P f v 24•o.a Pilo c>H TD r c At mOwrR AL FERNAT/VE f 1 u PANEc LOAD B'-o'1 CEILING & FLOOR MOUNTING /NSTALLAT/ONS SECTIONS 8 scuE '/°-`'• 7Vt NOTE FOR COMBlNAItON OF SECTIONS: WALL MOUNT/NG INSTALLATIONS ���r N ANY WAY T SV nA s06=_t g BE , j1LAlegnr+sDe:ECWNS� ALTERNATIVE 9 SECTIONS A ,�,. �T a_ SCaE: 114'_ I' INS TALLA TION DETAKd 2J11 lf�x/Nfs'S=JNOOD BUILDINGS FLORIDA BUILDING CODE (y)9n Velocity HOTT;Gone Zone) 02017 IaTEL'o,mt 0.030" THICK CALVANIZED BERTHA STEEL Le 7a ' ��.441 67 ? . STORM PANEL 2.15"DEEP ORAYv Em 1.1NSULLARONS ARE ONLY VAUD FOR A%X ASD. D£SOV PRESSURE RA771Vo AND LrAx PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9, EXCEPT 07/26/!7 2 $!ATF •T *; EASTERN METAL SUPPLY, INC DATE• THAT FOR ALTERNATIVES 2 AND J A 1dox. PANEL LENGTH OF W-0-AND A _ �F ' E C O INC. Max.D£SLCN LOAD OF t 61.0 PSF SHALL BE USED. 4268 e&ST ROADS DRIVE _ ••'LRF_•\\\ TILLFT TE511NG Q ENG1N[ERfNG COMPANY WEST PAIL!EEACK FL 33407 \\ era Aux as vm n uaai n sTrm PROME (68!)533-6061.rAx s/1 17-099 Z FOR NEIY WOOD FRAME CONSTRUCTION.•WOOD MEMBERS TO BE SOUTHERN - •• r\ (� Ism.r-,(%+Ian-rvr ( )588-4780 aur m.s ORAW'AV lb PINE No. 7, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. •- M Y�C7�,I IlA�A.ju71�•P� ; ANT 1 LAL RORIDA lk./N117 SHEET 9 or.9 I L ECO i Ic. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteCo@aol.co"I FLP t License No,44167 FL E.D.License No.0006719 CERTIFICATION OF INDEPENDENCE (Rule#61 G20-3) =RECEIVEDEvaluation Report#: 17-0726.05 Date: July 26, 2017 Product Category: Hurricane Shutters OF-sl L E 0 P Y Product Subcategory: Storm Panels Product Name: 0.050"Bertha Aluminum Storm Panel (2.25" Deep) Submitted By: Eastern Metal Supply, Inc. Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certificate of Independence prepared by Walter A.Tillit, Jr., P.E. (Florida License No. 44167), Pr�e,5&¢ct�of Tilteco, Inc. (Florida EB-0006710). 00o 6355 N.W. 36th"Street; Suite 305,Miami, Florida 33166- Phone: (305) 871-1530-Fax: (305) 871•-1531 I Ll ECO imc. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,RP. tilteco@aol.com FL P.E.Lieense No.44167 FL,F.H.License No.0006719 PRODUCT EV'AL-.UATION REPORT REPORT NO.: 17-0726.05 DATE: July 26, 2017 PRODUCT'CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050"Bertha Aluminum Storm Panel,(2.25".Deep) MANUFACTURER: . Eastern Metal Supply, Inc. 4268 Westroads.Drive. , . West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A.Tillit,Jr.,,P.E..(System ID#1906) to the Eastern Metal Supply,Inc, Rule Chapter.No.61 G20-3,Method 1 D of the Florida Department of Business and Professional Regulation.- This egulation.This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17400 (Revises :Drawing # 15-049), titled "0;050"' BERTHA ALUMINUM STORM PANEL(2.25 DEEP)", sheets,!., 1A thru 15 of 15 prepared by Tilteco, Inc.; signed and sealed ey Walter A.Tillit, Jr., P.E'�Ad1?e'c�"- 6117.This drawing is an integral part of this Evaluation Report. R No. 441 YIFF5 OF .•'y � �. "Vit:` ;•;, NA 6355 N.W. 36th Street, Suite 305, Miami,Florida 33166-Phone: (305) 871-1530- Fax: (305)871-1531 T PRODUCT [.VALUATION REPORT NO.17-0726.05 2 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201 and TAS 203 as per section 1626 of the Florida Building Code. Uniform static loads as per section 1626, per Protocol TAS 202. Test reports prepared by American Testing Lab of South Reports No. 1022.01-96, dated November 8, 1996, signed and sealed by William R. Mehner, P.E., Report No. 0221.01-01, dated May 02, 2001, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E., Report No. 0616.02-05, dated September 14, 2005, signed and sealed by William R, Mehner, P.E. and Henry Hattem, P.E. Tensile test reports No. 1 CM-384 dated March 26, 2001 signed and sealed by Robert Kelley, P.E. and Report No. 51M-927 by QC Metallurgical, Inc., dated September 20, 2005, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2.25" Deep) for maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco; Inc., dated 09/07/05 and 03/24/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida.Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 9 of 15 of Product Evaluation Document (P.E.D.), drawing No. 17-100. Maximum Anchor Spacing shall be as indicated on sheets 10 and 11 of 15, of Product Evaluation Document (P.E.D.), drawing No. 17-106.' 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 2,thru-9 and 12 thru 15,of Product Evaluation Document(P.E.D.), drawing No. 17-100. Minimum separation to glass shall be as indicated on sheet 9 of 15 of Product Evaluation Document (P.E.D.), drawing No. 17-100. n 3 PRODUCT E VALUATION REPORT NO.17-0726.05 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 1A of 15, of Product Evaluation Document (P.E.D.), drawing No. 17- 100. Anchor specifications shall be as indicated on sheets 1 and 10 thru 15 of 15, of Product Evaluation Document (P.E.D.), drawing No. 17-100. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9, 10, 11 and 12, indicated on sheet 1 of 15, of Product Evaluation Document(P.E.D.), drawing No. 17-100 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). 9}d®�°p 0 a ae9�aaod���d 21 ID ONAL0 GENERAL NOTES: t. STORM PANEL SHOWN ON THIS PRODUCT EVALUA17011 DOCUMETIT(P ED)HAS BUN VERIFIED FOR COUPUANCE IN ACCORDANCE WITH NOTES: - THE 2017(61h EDITION)OF THE FLORIDA BUILDING CODE. B.1)MINIMUM EMBEDMENT OF TAPCON,£ICO PANELLrATE. CF TAP-GRIP AND CRETE-FLEX SS4 ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 114; 1 3/6-FOR 2AM4C AWLRI ANCHOR£ DESIGN WIND LOADS SHALL BE DE.TERYNED AS PER SECTION 1620 OF 1HE ABOVE MBNTONED CODE. g2)7/8'CALK-01 ANCHORS SHALL BE ETJDRc7.Y EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT WTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DXR£CTIOAWJY FACTOR Kd=085.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FEIC AND SHALL SHALL BE PERMiff£D. 114-0-20 SCREWS USED SHALL 8E 1 112'LONG MINIMUM SHOULD STUCCO CAST,AND 1- NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. MINIMUM FOR WALLS PATH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3)MINIMUM EMBEDMENT OF 11410 x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 718'INTO THE CONCRETE BLOCK. SHALL BE FIRST REDUCED TO A.S.D. DESIGN FANO LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO NO EuBET7MENF 1t?0 STUCCO SHALL Be PERMiREO. 114"a-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W1 MAX. (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. N ORDER TO VERIFY THAT COMPONIARS AND ANCHORS ON THIS PED.AS TESTED WERE NOT OVER STRE55£Li,A JJ:INCREASE W B.4)IN C45£THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE ALLOWABLE STRESS FOR WIND LOADS WAS ML USED IN T7HOR ANALYSIS.A DURATION FAC70R CD-1.60 WAS USED FOP LONG ENOUGH TO REACH THE MAIN STRUCTURE MIND SUCH PANELS ANCHORAGE SHALL BE AS IND/C41E0 ON NOTES VERIF1C4770H OF FAS7EYIERS IN YA?8D. IN 8.1)AND B.2)ABOVE STORM PANEL'S ADEOLl4CY FOR IMPACT AND FADOUE RESISTANCE HAS BEEN VEknED W ACCORDANCE W17H SECTION 1626 OF THE (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALG OF THE RECOMUMENDARONS AND SP£CtF1cATTONS OF THE ANCHORS ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS 11022.01-96,1?0221.01-01 AND 10616.02-05. PER MANUFACTURER. PROTOCOLS TAS-201, TAS-202 AND TAS-203. 2.ALL ALUDINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR 3004-1134 ALLOY. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION.DETAILS SHOWN ON SECDONS I THRU 16(SHEET J&7 OF 15)EXCEPT THAT HEADERS 2,J&4 SHALL NOT BE USED. 3.ALL ALUWNUV EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6053-T6 ALLOY&•TEMPER UNLESS OTHERWl9E NOTED. 8.IT SHAGS BE THE RESPONSIBILITY OF THE CONTRACTOR 70.VERIFY THE SOUNONE55 OF THE STRUCTURE WHERE SHUTTER LS TO 8f 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT COATED CARBON STUD AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL MY BE ATTACHED IGT CONCR£TL;BLOCK OR WOOD FRAME 50018 W1 50 kSi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHILL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDINGS 2411.13-4. 9. THE INSTALLATION CONTRACTOR IS TO S£AVCAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH S. BOLTS TO BE ASTM A-307 F.ALVANIZED STEEL OR AIM 304 SERIES STAINLESS S71M WITH J5 Asi MINIMUM YIELD STRENGTH. THE BUILDING TO PREVENT WINDIRAIN WIRUSION.CAULK ANO SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. STORM PANEL INSTALLATION SHALL COMPLY 117TH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING RECULA77ONS 6.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED): PROVIDED BY THE JURiSOICTION WHERE PERMIT IS APPLIED TO. (A) TO EXISTING POURED CONCRETE- 11. (a) THIS PRODUCT EVALLUAVON DOCUMENT(AF-D.)PREPARED BY THIS ENGINEER 1S GENERIC AND ODES NOT PROWDE INFOR94T1011 - 114'O TAPCON ANCHORS AS MANUFACTURED BY L EW.BUILDEX.(REGULAR OR 410 SS.) _ FOR A SITE SPECIFIC PROtECT:i.e. WHERE THE SITE CONOMONS DEVIATE FROM THE P.E.D. - 114'6 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY PLCO CONSTRUCTION PRODUCTS (6 CONTRAC70R 70 BE RESPONSIBLE FOR THE SEISCDON,PURCHASE AND INSTALLATION INCLUDING UFf SAFETY OF THIS - 114'd CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY 7RU-FAST CORPORATION. PRODUCT PRODUCT 84SED ON THIS P.E.D.PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON - 114'a ZAMAC KVU14 ANCHORS AS LixwFACWRED BY POWER FASTENERS INC. THIS DOCLMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. - 114'0 x 718'CALK-W ANCHORS OR ELCO male&female 'PANEU,WTE'AS MANUFACTURED BY POWER FASTENERS,INC.AND ELCO COAMUC7KIN PRODUCTS RESPECTIVELY. (c)THIS PRODUCT EVALUATION DOCUMENT WILL BE C014VDERED WVALO/F MODIHED. - 114'O x J/4'ALL.POINTS SOLD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL E.D.4; A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETHZEX E-- S54 LS 1 314- BECOME THE ENGINEER OF RECORD CORD,)FOR THE PROJECT AND IWMI WILL BE RE KE FOR THE PROPER G+5£Of THE P.E.D.ENGINEER OF RECORD,ACAt1G AS A DEGEGA7E0 ENGINEER TO THE P.P.fd.ENGINEEi;5NAU SUBMIT 70 FOR ZAL((C N4VN ANCHORS IS 1 3/8','FOR ELCO PANELMATE ANCHORS IS 1 3141• THIS LATTER THE SHE SPECIFIC DRAW=FOR REVIEW. AND FOR CF TAP-GRIP ANCHORS 1S 1 114 (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGIIAL SEAL AND SIGNATURE OF THE FROFESSiONA1.ENGINEER OF RECORD A2) 718'CALK-1N ANCHORS SIALL BE 9717NELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO THAT PREPARED?. S1LAtG 8E PERAitTtE73. !14 0 20$CRETINS USED SUTALt B£7 112-LONG MtNIMUIM SHOULD STUCCO EXIST;AND I' 12.SHUTTER MANUFACTURE-R'S LA&a SHALL,BE LOCATED ON A READILY VISIBLE LOFADON AT STORM PANEL IN ACCORDANCE WITH MINIMUM FOR WALES WITH NO STUCCO. SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING L49ELINO Til COMPLY WITH A.3)MINIMUM EMBEDMENT OF 1140 x 314"ALL POINTS SOLO-SET ANCHORS SHALL BE 718'INTO THE POURED CONCRETE. SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE NO EMBfO.AENT WTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACH171c SCREWY USED SHALL BE 1 112-LONG MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR SPALLS WN NO STUCCO. A4)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS THIS DRAWING SHALL ONLY BE USED TO TNIC47ED ON NOTES A1)&A.2)ABOVE 10LJH1J1p1�,M �ayxloir; OBTAIN PERMITS IN THE STATE OF FLORIDA (8) TO ETOSDNG CONCRE7E•BLOCK WALL: 1 tAAA 4Y. .9..1`(�1�e - 114-a TAPCON ANCHORS AS MANUFACTURED BY J.T.W. SWIBEX, (REGULAR OR 410 S.S.) jj%j ,.•�,C El�s' d - 114'c CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRLCDON PRODUCTS. j •'•;`"�? FLORIDA BUILDING CODE (High Ye(aclty Hurricane Zone - 114'd Cr TAP-GRIP ANCHORS(BERIHA STUD-CON),AS AMMUFACTURED BY IRS-FAST CORPORARDN. �j �J ,1 Lr - �` oS417 Ja1Li0.!,w_• 0.050"BERTHA ALUMINUM STORM PANEL LC - 114'd IA!(AC NAIUN ANCHORS AS UANUFAC7URED BY POATR FASTENERS,INC. i '`0.4'i 1 V 7 i ? (225'DEEP) Er - 114'O x 718'CALK-IN ANCHORS OR ELCO mal.&female 'PANELMATE'AS HIANUFACTURED BY POWER FASTENERS INC.AND ELCO CONSTRUCTION PRODUCTS RESPECMELY. =„Q :�• ����/►�� Tc•CT,, tl7/TBf17 - 1/4-d x 314'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POYTS SCREW,BOLT&.SPECIALTY COMPANY. � O• � c 541 EASTERN4 M�E�TAL�SSUPPLY, II�iG a4rE �„ 55 77LLIT aww 7L5TINC h£XGWELRINO COMPANY WAEST PALM!aWH.n.JJ407 `,4y4ir 9 :rs1 c,c sr0�ss sa.sem.r:*L•<cA carxtcc n uru PUiaxF(ssl)s1.1-s0e1.FA*($et)saa-4790 17-100 Isiaaro r 1-ISfii.ro:(t5f}itl-1A+l S(dNAb AL G ,l FB-tm17S719 qwn o¢m m, o.rc uwr aur SHEET MOF FL4raWWA twff isJ67 ca rt-o.r ArR(ar s sxLLT r 76 aaa•rc.. aBw- . lS7r8•(rauc NiDR/) 9.rm'(rO0L2 NrpM) J2BD` ?�Pdm•--�I p Izwa,(07rcmr NIDNr}� !-6PD0"C[flLG7hf B7IIA!)---{ t 1 1-""' k 11 4/ ,300' aLlrR»Jr4w. , 1300 r.am ag4rn4.473' 4.4rr -47 - s g ' �� � m � .. .ars• -zrss•-—zan'—-zns-� {-zrss-1 �T�-� z !Q ALUMINUM PANEL Q ALUMINUM HALF PANEL zmr P4Br- scar,r/r.r• wvr:r/•••1• - 4O 'U"HEA 3DER © 'h'HEADER 'Mar. 'U"'BUJ1D OUT vB'-1 S, C,,,. - sC.tc:.ya'.1• stet:s/B•.r• �" ar.• �r'A"• Fzvw 14-a O X SW AME rt w I lr. •^�i r?3'ttmr.� ^ .rt� T" 7.:0 MUM=SWW SCC rvlm 'r r— —^� - _r - 8 -"•r ----r"--"'_f $ ltrcFrwr£ r — 6 '4`j A r r - tt � sm• I-.asp•-T � �. � tor—mi s�'� •� .car L ,psy 1 1 . xarB• - - 4--.resp•---"{ d ' Q 5'ANGLE B(ULD OUT BRACKET � - TRACK �1 ! 41A'MAX. B- O. O REVERSED F'ANGLE" TRACK ® 'F' TRACK ANGL£ Q SnID.-ED ANGLE s'ptr:ala--r fGgL:.4T-r' 9C6i-PJ AU.MOr scut,J/B•.I' scar,yB-1• •r IF' TRACK - scut,ya•.r• - -S. .- A. i/ra• R� Ar WP LAV r�ss�a s s snn -� r r.s s srw aJ1- .ra^ roAwrr - ti+x+m ra.v ac m.'� �•� e o rs•ac - o rJ•n s --�^---- L —T jq LW MMIr L N is �L • i"i(�}'jam I aur ttl q (A2r 600npm unix 1• 1'- �. ams.r 7A4 71411-22, —t - mcma upraw t 873- ' �.�_�. _.�.-»».�»._ _ ��.a00-OR.060• ' 9A osr l�1 N! W ANGLE/WITH STUB 10 �AY1 J/t6r }j! rr ,. DETAIL t: sH/ox ump t- Mr- ' mtc s/Y^.r• m6r Iwo1 t x/16 xE 9",14"LONG WALL PL4T mar aro Asrr - acttr-s/rB'-r• Oma• :. .d ..R _ �• - - '"' aR0" R� tact�� ate, 1//////Nlrilspps _ I - S _ .r�,•r •tio1 A. T1 t .SOUND NOjE rgT PANEL 3� mcror� 7a LaxscO (OPTION TO 12) !3 LE•WASFf �c�f'•. e FLORIDA BUILDING CODE High VelocityHu cone Ione) sant,ara�+.�ir'� �; `� oznv reran sxc O.050'BERTHA ALUMINUM STORM PANEL La op"ON 1 OpHou C22s^aEEP} ar�mv ar * EASTERN METAL SUPPLY INC @ KEY AT PANEL STA O {� Tt E c o�N�. .Ebp WEsr r are . , t••J,,•,r./.,,,, rr'�'/t�t aTtrtsLT ginti0c h aratuKrrt4i:p(wsma)BrCrO-rMmPrA NY WEST PAIN SECH, FL a mProesrAc CbbJttx+a <^reswa 17-100 itr FUMpL. !m mm6ar cawCOMPONENTS BJ £. Iqaarrs axaNrrc tr 44161r SN[r7 IA Or'I6 - TOP TRACK (SEE COMPON£N75. SHEET IA OF 15) �Jorx CONCRETE ANCHORS (SEE SCHEDULE) 1 . 1 Min. C! 0 0 0 0. .. 0 .. _T_--__r-r-T--___r_r--_-___r-T___T___r_r_T_i_ r_r_r-T__.._r_T_r-_T_r_r_r__�-�_r_r_--r-r--T I t 1 1 I r r 1 � � r P r I 1 f r r 1 r 1 � r r r r 1 r 'r r r 1 � � _ !t O m z U _ V s a u J CONCRETE ANCHORS (SEE SCHEDULE) 13"�'• 11 1111JF�Fi�is�i IMiArm. - I Min. 4tiyi1� STORM' PANEL TYPICAL ELEVATION (SEE ora oufMS SHEET 1A OF 15) �, Ai0 SCALE: 1/8'- I" ,Y . �114"Max. GAP 1/4"Max. GAP-.{ TYP. FLORIDA BUILD/NG CODE (High Velodly Hurricane Zone) C20171x7ECO,urw' 0.050 BERTHA ALUMINUM STORM PANEL r.r: 225"DEEP) Mw,v W. SECTION A=;4 IL E C.O�N�. 07�18�17 EASTERN METAL-SUPPLY, INC . 4M KEST ADAM VM�V T/LL?a=,V,2*ENGINEERING COMPANY OW PAW @FA M407 SCALE: 1/8'= 1' .,.,u I-ra3ltis.wacnx Ryiulea AYONE•(551)517-WSJ.FAX(%1)5W-4780 17=100 (8-0008719 ,. �.q �;�. ,�yy A25GZYC No i .. WALTER n.ORMA Ll.144187 au r 'Ali a SNFEJ T OF 15 CONCRETE mlcf S ` {sw � . (SEE SCNLTN.YE) ... sC¢oUt� IsEE sCNFDUtE) r.r23 \ �. \ 3 cant. 3 Cant .asG' 1 'Soo' Aso' \ FlOUR(D ( POURS) W 44 POUREDMIRED CONCRETE W `` I CONCRETE W I CowftTE 1 CONCRETE - REDDREDJRFDRm� REOrGEO� RFOU �.�\\ ♦.,'..\\1 ! Cant - 5EE SCNIDUCE FOR. �' y /(ua SEP.IRATION 7 I SEE I. To r W.To�M I 7 �IO��OpN I '8 W iii���YYYf1f , W I � + Aft SEPARATlO I i/j'tl, To OtASS DOc7s 6'/7/D •I C'i ' 1 I � �J/JZ'IYfNG «( 5 G d i 7ii�cc 3/3 _�� tT%Ts W/Tj8 2'W/NG NUT O m' t2`0.G r2'o. '/f///4'.�fi'i,�; x ,f%/%J4 .!� I i /.''f///�>i.'i r/.' y //X//X POURFW ' I CO.%VMW /. { CCIAME-' '• Rt'D-� / Cant tb1.r.AETE i3 �/ 1 T OOA'cove C ;. I COTA'krFTE % I S OR CONCRETE ,/ 1 gt COt 4i OR COMRM ci I OR CONCRETE Q BE=WALLW Rroumm �� BLOCK W J. AWJ W / I RFD W 1.126' f j( I I T . .300• CONCRETE AhC110R5� f� r.r23` EE SY]4EDULE) �f - COt(CREiE M1CRY /f 5 Cont 1 I CONCRt7E ANCHOi; r/f'o-?O N.S {SFE SCHFDUCE) / '/ 6 Ccn(. (`'�SCJ I {SFE St7+F0UEE) 10 Cont W/NUT A 72-Q C WALL MQUNTI ISG MISTALL,dTfQK SEC77ON 9 ANCHOR BUILo OUT INSTALLATION BUILD OUT INSTALLAT/ON SECTION 2 SCALE.3/6r'- r' SECT/QN 3 SCALE:3/8". r SECTION 4 tsrrr3>vn,J• +7`tiy7t 41.iEf..q oc 4 tSDFEE SDpS/27A ODaUCLEE D- 7R'C gNF BLOCK WALL REOMME) 1CDy A.......... 'a NOTE FOR COMBINATION OF SECTIONS: FLORIDA BUILDING COPE (f lgh Velocll HuFrican& Zone) g t KALL UOUNING SECTIONS GW BE ©zan r4mm min. 0.050 BERTHA ALUMINUM STORM PANEL Lr COUBWED W ANY WAY TO SLDT ANY RSTALLATION 2.25"DEEP) DseNx or: SEEC770N 0 STUD - �� m/�6/rs WALL 0-0 I�Q INSTALLATION ELE G O SNC. EASTERN'METAL SUPPLY, INC a>t SECTION t see:3/6•- r ST P nor DFYF nttn TESTING t FNGtNFER NG COt(P\ 6 42 PALM$FROG q. *t 67]]NW.]tu sc�sw:x YAmw aum¢rt.arta 17-100 Ta.(Jm)e>r-b]7 FNOYE{561)3.7.7-6061.FAY:(561)588-1780 &W.DETAIL OF SECRON O STUD VAUD ALSO FOR m 00061rs O rr,.,a ,aas c. an> m emmn 4mv ft WALL MOLWANG MWALUAVaV-SECTIOV 2(TOP) WiLLW?A MW,k.A& r as r]-aa a1Mm 1 a IMIMC Lie/11167 SNFEf 3 OF 15 • CALK-+N OR ALL POINT SOLID-SET \ - � E.a OR aco m01e/Temde \• 10 Cont CONCRfIE ANCHORS "` PANDAUTE soa - CF TAP-GA+P \' !OLr a-zD s s N�cm< (s££scNmuLEJ ( e D.\-, (SEE scNmucE) COA'CRETE ANCHORS ` DOLT w/NUT&WASHER- ` \ I (SEE surmuLL')` _= r-a6n. PWRm CONCRETE 1 I -,\ PouFED ca+cR£TE 1 I 1F _ g RmNRLD-\ -EO--r £O. - •. R£OU/Rm� \ r 555 CONCREW o I Cs. . OR CONCRETE I �� BLWX WALL P cAETE I I I h ILEI LOr4 I REowRm� R£OUW£0' a C L � � �\\\��..'�:`._\\\. I I `.. \\. '•.;�\ I cant I I m I 1 I a I I t z' s'eamP./ s'w I I 1 I SEE SCkma£FOR i t i I Y�NUT J II-- I6n.SERARAIIOW i I i 1 I?--a s IV CLASS x Z .. i ,S- is I i J/J2'70 Nur I I I I I I I I SEE SCHMILP FOR SEE SCNmu1£FOR SEE SCHEME FOR o !2 0.G i W W c�N I t W ro PPAPARON I N.'n.sepmRay I I TO cuss I a LEG�� I a I a I I I I I I s 1 - 01W S11/D o rz'o.G I 12aNrc o III •! Jf CONCRC� .!:o ORCONRETE j t CONCREW OR CONCRVE '% I l-123' I I 7 I FD OCK WALL liBLOCK WALL tJ I REOWAm i% _ hr ern�Il Pouem coanerE- I I ° i i;/ J r 1 % i I i' 1-ern.-j•---I REOU+RFD - CLWCRETF I I / / REOLMO C0.Y07E1E AIKIIDRS LL r/1-0-20 S.s M'W"J£ CON�M Ak"CAS a ' (�SCN£OOLE)., ' BOLT w/M?&WISH£R-` EE CALK-W OR ALL POINT SOLD—&T 10 Cant O 72.0.G � CONCRL7E AKCIfORS / OR QCO mele/)emaN ! (SEE SCIlfD1AE) E a ' PANQMATE OR CF TAP-GRIP (SEE SGIffIX!!E) BUILD OUT INSTALLATION CEILING, & FLOOR MOUNTING _CEILING & FLOOR MOUNTING WALL MOUNTING` INSTALLATION Q. M.) — SECTION 5 SULE:3/6•a 1- INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION ,- --- SCALE:3/6--I' SCALE:J/8' ................ /Tt/ 3 NO.44 f o ' E O.a EDGE 06TANCE - (SEE scNEarLE av •/� OF sH£Ers rD&rl aF 15) p , • `�LD�iAI E�6 NOTE FOR COAMM170M OF SEC71ONS: FLORIDA BUILDING CODE (High YelocJ HurrJcone Ione) %ALL/FLOWCETUNG MOUNTWG SECRONS OW BE 01017 IRRM'&-- 0.050"B£R7.HA ALUMINUM STORM PANEL LC. COMBINED IN ANY Y/AY TO SUIT ANY WSTAUADON. ,_ (2.25 DEEP aRAUI!en • 07/26/!7 IL ECO>INa. EASTERN METAL SUPPLY, INCWZST ATE • 77UJF TESTING a•LWalNEERWG COMPANY OW MaiFL � `I"` T nrP`r n.`n`," +ii Iry PICW--(56I)5u-W5?.FAV(ssl)W-4760 17-100 )MM?A.7H.UrJB-ww71,L:P.E cr.v ovtmnr urt m r DR.1w11G No ROAIDL LTa/4167 470 rson mrnnr L SMELT 9 OF IS Cwt--01 OR ALL PMVr SOLO-SET OR CALK-AY OR ALL Payr SOLO-SET OR ELW maM/tema'e PANaMAr£OR . Etta m"17amate PANELY.ATE OR ELW mote/7emokr PANNI AIr PLUS roR ANCHORS Etta mIM-/tamale PM'£LR/AT£PLUS Q t/i G-,,�0 5/aflY,itX BW.t OR t✓ (SEE SaimtiL£) CONCRETE ANCHDRS - �Y[:lJ'0-1a S/0£IYAtX BOLT OR C+ Q��/�W/f/+0-10 rRfISSH.:AD bYXr++ PoDRm (SEL'suf£nfrtE)11 � /Ij�WW/r/(b,.7o rarRSrU.M BOL ++ (SEE SM-AWt4E FOR SRACWQ � CONCREIF -.L._` (SEE SG1ECirRf FOR SPACING) -.� 7/8C x JJJ1'_ R£OU1Rm�• !3 —7 N77lG NU75,O't1•RC \\ --Ep ••. ?\ ( � t 6 I 3 COV REGWRED '+�� I 2 \ i 3 ( I "`.` \•- I Coni. ;\ I ° 3Conf. POURED w CONCRXZE RmaurED V `• t ( ; j t txrSTwC - I 1 � '.�ti w� 1 �. '�`i I t `.-.',•,-�. :.'`�.'�'ti:`, w � I a^ GLASS SEE SCHIME FOR. I I I 1 SEE Y1rEau[e FOR I .. WF SEPARATION I i 3 SEE SCHEDULE FOR h TO MASS - I 'J SEE SCHEME FOR i I Nn.SMAWION 16ea SEPARATIlT1At-SEPAMON jTO GfA55 ; t 7/GY.tSS f/a a so x r's sLcs ' I 114'o-�za x T.ss_us. /J2 3 . 1. . I 71 Wimc�o`i2•o.�r- !' - Wu�r'�ur®2�dG' I � %VAC NUT I I I EVERY012,sOL r. %'�/i'��/r,;'' •-:,� j ._.-V ./.r"-':j/! ./J _fl !/r`f, f`r%.!� C Ewry 5R, 3 C41TE � 'I �✓ � i I `�:! R7URED Jai'`� r'. � _ I_ � f I OA C 4,36E BOR CONCRETE1 a:VE ,c i I } COA'CRt7E 4i onf - 0 BLOCK WALL ,rJ BtCClf WALL C • 3 . REaWAFD, 4i 3 NEOUNEt7 Li .� I OR CONCRETE REOUWm ( _ r I l ALIERNAE LEG r EE �N(SEES % OF L — // R /:`i; /, :i%f,•ti:,' / _ _ % .375• f �— .375' / 13 POURED I %�'/ SUB Fm "rNCONCRETE r -r/ /f cant u RmrD 1 3 / A1111.C_4 CONCRETE ANCHORS ..ED.---1 _ (SEE SCHEDUW WALL IyQUNTJ G /NSTALLAT/CIV WALL ROMP INSTAL AT/ON WAQ MOUNT/NG /NSj'ALLATION M/AfO & FLOOR MOUNTING SECTION 9 SECTION ZO SECTION L1 INSTALLATION SECTION t2 SCALE:3/8'd 7' SME:J/R' 1' =Lr:3/8'. % SCALE.J/8'.f' , ' 11JJ1tUtity�� E D. EDCE VWANcr ��P' ':''�,1C EIVS ✓,� • c FLORIDA SU/LD/NG CODE (High Ve/aclty HuFFICOnO Zane 9lEE'TS 10 Bbl aOF JS) ++ :• L YQ. � i p� y J02017 raTEca aA D.O5D"BERTHA ALUMINUM STORM PANEL L G S1DE WALK BOLTS ARE HFAD NACFLINE SCREIY /LENG)�" • (2.25"DEEP fS ,m ar NOTE FOR CONBWARON OF SECTIONS: AS'PER 110Tf5 A2 g B2(SHEET 1) ` ++ " EASTERN METAL SUPPLY INC OT/t6�tr COUB D WCEILING NaO SW SECTIONS CAN BE TR1/SS HEAD BOLTS ARE 1/2 nx1/g7fOCK' - �^ '• : / \�' , OiTG . !/FAU NACHiNf SGFEtY a/LE1JGrk fit` :{f�`4 L*' 4168 OrSr ROADS WV COLf2.7YED 8Y ANY WAY TO SUIT ANY INSTAtlA710N. = � ..,• •�`'f;+ , • AS PER htl7E5 A.2&8.1(SNEET T) V 0\ Tlt11T TEST/NG k ENGINEERING COMPANY WEST PALM SOCK R.13407 �'\ rr eiu uM JfA ta.Sze naaaa uea¢m lures PNO'Q:(361)511-6061.fAfi 56J -4780 t7—T00 °1QNAL�� 'r rza.:r r4 aamT:-xr t )s6a ..,.� WAVER A"W" ✓.P.E aRAHLVC Nn FLORIN L4./.1, r Gra r6-U6 m T Sr2£T J OF is - ,.--------- r,'• % CONCRETE ANCHORS r CONCREE ANCHORS ,. (ZE£ZCHmN£) ` (SEE SCTTEDULE) \ UAIEq 2' r. J I/1'/",'` BRICK VEtTfJ7 _ rPOURED 6CONCRRETE w •, '- POUREDDC_ 3 CantRmi. r , !` cross I i t Goss sAft ARRAAPfm ON I I a^ l�f'•t'! { ASEE SCHEDULE FDR I Uri 1 TO Goss ! ' ! ! W,SEPARATION TO OCASS I ----may Pov.Rm coNcwx \° Lt/4 ae'nso mme LExzsnue OR CONCRM BLOCKI �+` PANEt7dA7E TVAZ ANCJHSRS WRm FOR(SEE SCHEDULE R 5PACLNGt ASA ANGLE uNTEL I WALL RE .1 I.• AS PP77CABLE DETAL 2/7 w I I ! !/4'10 2D x 7'S^S.HS. I ! { •�.- N/7/B'0 x J. I I n SEE SCHEME MR ! � T77Nc ltrur®r0 c � � ^- At.SEPARATION To GLASSA7/4'7OL 20:I'ssN.s i tl raeax19 o c I a fi� I y Elastrt(c BRICK snt i OR CO'rr i 1 t / 1/4'0-20 r J/4' I I 4 BLOCKNNAU O .' i Po.-�"i BOtTs tr/7/17.0: i o REOUlRE° ,J i c4wcRETE ;•!'. -{'. 3/32•WNG NUT 0 y, t OR CONCRETE i 1 _-i-._ •'••.. I f ! 12'0.C. I '/ I BLOCK WALL c ! a, RWWWOPEAMAZIM •I' CaUCRETE BLOCK I' i w / D AS I i cOKCRETE vimAhaORS_f" '/do 1`TO CON RETE ! � I. mo ,/ / ',°n,xsCHEDUL.EJ f _._._�&tE CONCRETEANCxORS� l -Jrs' (sEE SCHEDU:E) f I I PPERIOP.LV RExOt'AP,F PANELO7 W/- I __ S:OEW7LX BOLTS j�EE DETAX 2) .f ---_J;— --- — — (J77mv Slav i'. ✓Y-� ^j/ cwt NOLES ATR,a-580.rC A57FAIM ' 'I I - ,:'% • i SECTION. 14A SECTi 149 AT REAR W©7 8(LlTT• i t• f ' t WALL MOUNTING INSTAL TIONS 2" 1 1 //2---{ SECTIONS 14 A '- EXiSTI/1G - . oR_POcot�rR�ECO CREM '14 uzuaT�`Tv°�s�a�xrroRs 1ST a lq & LID O PA ELS 1 USED JOIN Y BLOCKWALL RmU1Rcv (sEE'SCHEDULE FDR SPAMe.). ```t'1��• \ ' Q LY OY E E S BUILD OUT INSTALL Ar/O .` 'mss\_• F a=WOE DISTANCE �� FLORIDA BUILDING CODE (HTgh Velocity Hurricane Zone) SECTION 13 (sEE sCxmuE ov 44167 srr2Ts,a ,I OF 7s) . N0. v 02017 MRO, 0.050'BERTHA ALUMINUM STORM PANEL Le sGtE:J/B'=T' 't�'= , ' :'*: (2.25`DEEP AMWII(Dr. NOTE FOR!?VAf&RATKXJ OF SE'CTHItS: Ca,•\ 07/26117 �IL E C O�N�. EASTERN METAL SUPPLY, INC 4470 MALL AIOUNTING SECTIONS CAN BE a ,� ,,� 42176 pfST ROAMS Or6xE COYBWm IN ANY WAY TO SUIT ANY AWALLAWN. e `�}'' G 1 tt' eTilirW T NG k 7N8FYR rsPa Wcsr PAW Bcdat Ft,Jlw7 17-100 �'••L'4 ,° (aaum:tifA�n_,= lu:(satpn-,77, PHONE. (567)537-SO6r,FA'(561)SW780 .L�• Ee-ODOeit9 & m.a 40LbcW aur m..x 4aR/ax r a DRAttNG Ns tSALIFRX 7RUT.tr.P.E. �.'...ir r�"'� FXO8,m Lie 144,67 Ra,3-aA W/lP/Il a rv(rL'T 6 OF•,S CONCRETE^AA' IM ...•. CONCRETE ANCHORS CONCRETE ANCHORSa -. ... COtxREFE ANCHORS C D. (SEE SCHEDLIE) E D, . (Srr saaw1 E) (SfE smmwE)\I �. (srr SCHEDULE I E R 11T�� POURED FORKED WAICRM POURED comca 8 I 1 \ FoURM CONCRETE ££ CONCRETE—\. REQUIRED i{_' REOUIRID CO. CO. MILARfo—, �-EO.^ Eq. REOWRED —EQ--T£ E0. -E0^ EO. j _. .. . i. . ,£ �s Ti"4 Cone �4 Cont. I Conn I I -�,4 Ca f. £ SEE WMMC R SEE SCHEDULE FORTo GMSS £ £ L 5�..TO Omw SETARADoN ! I-� TO CtASS U 11 r ro MASS I I r 7/e'0 r 3/32" I, I 18'A r 3/32' ! a t t I I t I EVERT STUD 718'ARFF© a 12"O.a cat. I ! EVERY STUD I 3132' � 0 f2'O.C. i =0)vU7,0 i Gp1RY'a c 'POURED CO/NCRETE I I ALTERNATE NES 'h m6E'OF D I '3 f / ,. sTAe ?+'EOUtRETT - !t APPLTGletE Y V 7-7 EDGfis OF ALrp2NA Tgw '3 CO(� X) E D E COxCRELEL- t I r•-s / sAPPL u� APPLICABtt ��_-r.-= I L/ (SEE SG'IEDULE) E.D.*' REORRED (SEE Sa EDULE SECTION 15A SECTION 158 0t190YALKBIXcnErA�ri�1J m 7D C 7HRU S/B a (C MCHORs _FILING & FLOOR-MOUNTING /NSTALLAT{ONS -' 7RREaRATw'jev.i% SECT/ON �6d SECTION 168 xrERroacr REe{OvaBLE Pam pp WWI a EVERY S(AEWALK SOT. SIDEWALK BOLAS OETAti 2) S TIONS 15 CEILING & FLOOR MOUNTING (NSjALLAT/ONS `oxvf(JTEo rDr rHRA ED scar:3/B"= L' - AT REARTWf Tfci'0.3. 2`WNO tw SECT/ONS 16 a EVERY SIAM"Ba s .1875' r/4 fir•SS.90Ex tt+c a7f m SCAt£:3/8's 1' 1£ � WfJ/i'$fO77E0 lL�AQ f7xFD,r� - - , om lar aROTO a#'o r navrsr4,altQ®a'ae r _ 3 "'"'/` Ra i mr INSTAL+LAT{ONS VAL{D FOR EA ELS 1)USED JOINTLY `" xflr O e a G +� �'!1""'� WIT'H-INTERIORLY'REMOVABLE r�,A"15` . ti I FLORIDA BUILDING CODE (ffFgh Velocity Nur7icono Zona) 1V0, 0.050"BERTHA ALUMINUM STORM PANEL La E A=ECCE Oi3TAtxE a,�'' 44167 a o2nf7 r¢rFCa ar (2.25~DEEP) Br• I � (s'xfer ro stir�rs) a.•� � �^�' LTE/�� EASTERN METAL SUPPLY INC rp'HDL£a s•as �. �.••�, A •LJ wy T O INC. 4266 11W R04OS ORW .050~ NOTE FOR CM(&X4TTON OF SECMINS: Q �� 7ttt1T TESTING h CNCTNCERWS COd4FANY &'ESN PALM BUCTC FL W407 -:t��S •.:1';; •' k"��� esss k sir 1sM.r�o "fc arrta PHONa.(5a1)53J-6061.AX(s6r)see-4760 17-700 DETAIL 2 _JNSTALLATION OF 4/C11FLOOR/CEILING NOUNHAO SECWVS CAN BE ER-00067/9 n no rneemw ua r.` �m nu ORANmO xo SIDEWALKBOLTS O RER W RIEE PANEL COMBINED IN ANY WAY TO ga ANY INSTA UTION. 'Y Y •'` R��44167 «u rsw a m r a sHEEr 7 OF 15 ..rr•.• r' 1/4'Max. GAP 1/4"Max. GAP r 3 SECTION 9- SCALE: 1/8'- 1' - 1 148/6,. 14A/6, (WHOLE) (WHOLES) 15,168/7 15,1 SA/7 BUT NOTCHED 1/4=20x1'S.S. EA CORNER 0 SIDEWALK BOLTS. BOTTOM AS SEE DETAILS 2/7, SHOWN. 2/15. (WHOLE) i B � B. IN7ER10RLY R£MOUABLE PANEL7QW/ �0 0} SIdEi'/ALK BOLTS(SEE DETAIL 2/7, 2/14)CONNECTED TO T., w 5/8'0 HOLES AT(D 0 6"O.0& of y FASTENED AT REAR W/7/8'0x3/32' -- ---- --- -- --; — --•- -- -- WING NUT 0 EVERY SIDEWALK BOLT. 2-[- OR@ OR 1� 146/6, 14A/6, 15.16B/7 15,16A/7 «3' CONCRETE ANCHORS (SEE SCHEDULE)— Max. CHEDULE)Max. Max 1 Min. 1 Min. INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE: 1/8'= 1' -�XR C'j�%-_ - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) a BERTHA ALUMINUM STORM PANEL mrEco LcNO.441670050 (2.25'DEEP) axawrl e1^ OF EASTERN METAL SUPPLY, INC °'�;" �L EC -- '•. -r •' �[-v\7� 7/tLl1 TESANC t EHWNEMNO COMPANY 1115/ aClClF7 7 \ 1` axs,N9.SS0 ss.sxt v. c,e»b n.v,as FHONE•(5605m-6061,FAY:(561 -4780 17-'700 Ee-0°°67!8 e�„r as rnce ammm+ OR131,,4 No '�•iir r. NA[lER A mut J.p-& ROAM lie.1 N767 6xEF1 8 OF 13 CONCRVE ED Cur PANEL :�/ OORR RCONCREW MOCK - WALL R`°` £D MAXIMUM A. DESIGN PRESSURE RATING .(p.s.f.) AND ' 2'r 3'r.09J•J7a5 H-14 OR 6063-16 ALLOY cont Alum.AL'GiE I•Mi. IVx1 ANL7lORS O/2•a a . //-0 12"o A MRS CORRESPONDING MAXIMUM PANEL LENGTH 'Y SCHEDULE. h4 r PANEL 1/4-CFP • - 2•r 4'r.125' DT MAXARV ASD. APPLKABLE'to J/05-114 OR WO-75 ALLOY ` , Mor.PANEL LENGTH G-L A! ANGLE PRESSURE RA77NG L(ft) M/N'�TO CLASSSEPARnON SECTIONSME f& rouREv coNprE7£ LSEE sEcrroris) rD cuss ANY coNsnunav \ OR LYL'KRLTE BLOCK (P.r.L) OFiNELf CASE A (Plan) wort REOUwm +65.0, -77.0 8'-O'OR LESS 2 1/4" 1 7HRu 8 SALE 1/4'= 1- +65.0, -77.0 9'-0.OR LESS 3 11/16' 1 THRU 8 CASED (Plan) +650, -72.0 9'-0'OR LESS 3 1/2' 11 SALE-• 114'm 1 +62.0, -73.3 70'-0'OR LESS 3 7/8" 2, 6, 7&a +635, -6J.5 9'-0'OR LESS J 1/2' 9, 14, 10 +65.0, -55-0 9'-0'OR LESS 3 112" 12, 15, 16 II +63.5, -63.5 9'-0'OR L 3 314" 13 O U ESS MOCK 6 OR CONCFETE MALL REOUDIED _ I O CON VBLOCK7 - x2.500'Mi. NCI. ` CONCRETE ANCTXIR6POURED CDNCRE7E Q •O 12-0.C. � 1 (RLO'D) ; OR CO .011WALL REOUECURE lRED. • 90'c L F� Loon —(/�\) \l�O�® Al.IVWTE L£C LOC1n[NI D DUr OROOROORO 2•r T''::055'la OWANCE Q 5 7 8 z'rs x.055 Cott j 2 Mora s0 3W5-x15 OR® 0 4 sNa7 tyJ METAL Afu 'LWJT PLATE O BOLT 4•r 4'r 6 024 24'a.G 3105-x-4 OR OR 6D6J-TS ALLOY W/.IAL'KNUT Cart Atom.M2!£ f - 1 CASE B (Plal CASE C (Pfau) CASE D (Plan) SALE 1/4'= 1' - SCALE.- 114 = 1' SCALE. 114'- 1' END CLOSURES DETAILS Plot"�'LjNIT EH�,�P, FLORIDA BUILDING CODE (High Velocity Hurr/cane Zone) p; Qf/rS w s7or7 rarLm ovc 0.050 BERTHA ALUMINUM STORM PANEL L.C. e (2.25"DEEP) mm er. 07/76/77 ` u IL ECOINC. EASTERN METAL SUPPLY, INC a,TE 4268 WEST Raws OR1VE /••.•' nCMT 1i5T1NC!}ENGINEERING COMPANY {PEST A"Sum n.33407 pp�� d t' vss Nec a� —mx vurms. n.unv PHONE 17-100. ^•:y,� +.+lJn-talo.rm:(.rps sr-r7.7r (56f)SJ3-606r,rAK(567)568-4780 L .. r,fLr1111 IVAL� ruff Jr.AE: m/a/ra ,�a. 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IIIA N/A N/A NIA IIIA NIA WA 1!/A 1!/A N/A WA I NIA 12' 9' N/A NIA - NIA NIA N(TOP) NIA IVA WA IIIA IVA N/A IIIA N/A NIA IVA NIA N/A 12' B' NIA 11/A WA N/A IJ(B0T7OV) 12' NIA 12' NIA RIA WA 12" NIA WA II/A WA WA 12' 11 I7 A ' / WA 12' WA /4(TOP) 12' 4' 12' tO- /!/A WA 11' 9' WA N/A NIA WA 12• B 12- 7 1/1' 12' 6' IN(BOTIOU) 12- IIIA 12' 7' NIA WA 12' a f/7' NIA WA NIA NIA /1• 6- 12- 5 1/1- 12- 4' 748(BOTRW) _ 11 1/2- WA 77' NA WA NIA I2• N/A NIA WA WA NIA 12• NIA 12' N/A 12' N/A 11(IOP) 6 1/1' NIA 12' NIA NAA IVA 7 1/2' WA !0 1/Y N/A I WA NIA 1 11 1/1' /!IA 11' N/A 9 1/2• WA 12(BoTrw) If 1/1 NIA 11' WA NIA WA 12- ILIA NIA WA WA fl/A 12• N/A 12' N/A 12' WA /5((OP) 8 f/2- IIIA 12' WA 1!/A WA 7 I/1• N/A VIA /I/A WA WA I)IA- N/A /1' N/A 9 I/2' N/A 15A(8OROLI) NIA N/A WA NIA IIIA /J/A NIA WA WA N/A WA IIIA J• IJ/A Y N/A J• IIIA 139(BORON) 11 I/1' WA 12' N%A NIA IVA !2' WA WA WA N/A IVA f2' !J/A 17• WA 11• IIIA /6(IGP) 8 I/Y IVA l2' NIA IIIA IIIA 1 7 1/1' 1!/A N/A WA NIA IIIA 11 I/1• IIIA Il' N/A 911-2- IIIA IEA(BOITDN) WA WA to ILIA NAA 5' NAA WA IVA!/ WA I!/A 4' N/A <' N/A 4" N/A l68(BOTTOM) B' N/A NIA N/A 6- IIIA 6' WA ,7/A WA 6- WA 6- 11/A NIA WA WA IIIA 2(IDP) B' 4' NIA NIA 6' 6' 6' 6' N/A IVA 6" 5' 6- 6' N/A NIA NIA NIA 2(8O77OM) 165.0,-650 6' WA NIA WA 4 I/2' WA 6' WA WA WA fi' ' WA 3 1/1' N/A N/A N/A N/A 1�11A A 8(/OP) 9=O'TO fO•-0' e' NIA ,N/A WA 4!/2' WA 6• WA 9112- WA 6• NIA 3 I/7• N/A N/A N/A N/A A 6(BOTM.V) 6- N/A WA N/A <' /!/A 6' 11/A 9 1/2' WA 6• N/A 1 112- IIIA NIA WA WA A 7 DOP/$177OY) ll/A fI/A WA WA WA 1!/A 6- 6• lY 11' 6• 5- 6• 3'' N/A N/A N/A 8 DOP/&'JTTOV) NAmaw mcmit VA=w A4£VALID rOP J 1/2'EDGE csrAIJC£,FOR E 0.L55 WMN!1/2; 11J�.,"y,t}-L\rui lk /`'•�.. REDUCE AI/C IJR W'"JG BY uUL7PL17G SPACNC S1 OAN W! "M"c BY RE FOILOARG FACrOR.-, MUM 7v 5 {' •(WM At E D.FOR CItK-N AACHORS IS 1 1/27 \1• V 1//��C �f -_ FO.R TH6 OPDUTION TO BE POEM&REDUCED SPACPX OBTNNED MIC FACIOR SHUL&OF 6E \\ •••`,l\I�fV( C/ - LESS/HW WM=SPACINC ND.rl7ED FCR EACH Atvw TYPE Ar ANCHORS iL'GETJD. `\ tS�• .�., - - FLORIDA BUILDING CODE (High yB/OCIly NurrICOnB Zone) FACTORflfO 4416 +} iQy O2017 I9.JEC0,6c 0.050 BERTHA ALUMINUM STORM PANEL LC. 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NIA N/A 12' 4' 9 112 7' NIA NIA NIA N/A I (BOTTOM) NIA NIA NIA 10' NIA 1z' N/A NIA NIA 72- NIA 9 712' NIA NIA NIA NIA N/A 2(TOP) 4- NAA NIA t0' 6' 12- 6' N/A NIA 11" 4' 9 711 Y N/A NIA NIA N/A 2(60770M) 12" NIA NIA N/A 10" IIIA 12- MIA NIA !!IA 72" NIA 9 1/2' NIA NIA N/A N/A NIA J,(70p) 12- 4- NIA NIA 8- 6' 12- 6' NIA NIA 12' 4- 9 112- •7- N/A N/A IIIA N/A J(BOTTOM) +65.0,-77.0 12' IIIA NIA MIA !0- NIA 12- IIIA N/A NIA 12- NIA 9 7/Z- NIA NIA N/A It1A NIA 4(TOP) 9,-0-OR LESS 12 4- NIA IIIA 8- 6- 12' 6' NIA NIA 12' 4' 9 111- 7' N/A NIA NIA NIA 4(BOTTOM) 12- N/A NIA I!/A 8' NIA 12' NAA N/A NIA 12" MIA 9 F/Z' NIA N/A N/A N/A 111A 5(TOP) 72' NAA NIA NAA 7' 5- 12' 5- NIA NIA to' 4' 7 712- 4' N/A NIA NAA NIA 5(80TTaw) 7- NIA NAA NIA 4 W. 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ALTERNATIVE 19A ALMNA77VE 199 ALTERNATIVE 2OA �(LERNAT/VE 2OB I37u+++f+++��, r FLOOR MOUNTING INSTALLATIONS tatiJr��� ..:. 0XV82 At FLOOR MOUNTING INSTAL/AT/ON jtC t� y�P.. 1 `�� GZ[O„�5�19 SCALE:f 4'- t0 st scams:r/a. T. I � J/4 •: t t w/J/•'Tcotrt0 rrFA0.rDxD Lo +q6 i �/� ` aBERDacr REzwAaT FAKEL 1 �� 7RrN ttr rraE.6iso G aG 1 NOTE FOR COAt81N I70M OF SECRO.YSz W11141-20 Mff RTAet , flF 7/13•a x JIS2` // FixIDY+^->tE "'ate•'.• ( r ALF � . w:.:/aAr a I / { P;uat COfdBtXEfJ hY ANY WAYt7O SUJT ANY BVSTALLA770N. fdya1C}`���i I s a a-a a / FLOOR SECUONS CAN BE INSTALLATION DETAILS Off EXISTING WOO(3 BUIL©INGS-, ...lltL` I FLORIDA BUILDING CODE (Hfgh Veloc! HurdCOne Zone j I NOTES 02017 IxTrtu,rvc 0.050”BERTHA ALUMINUM STORM PANEL Lc "{ ( T.WSTMJA77ONS ARE ONLY VALID FOR ASD.DESIGN PRESSURE RAIWO (Z.25'DEEP} DRAWN en .1875'--� I UP TO+65.0. -65.0 PSI AAD PMa S LENGTHS UP TO 9-0 r�� 07/2£/17 RCLE.o 6 ae _Ti C Cj life. EASTERN METAL. SUPPLY, INC DAZE: Z. FOR NEW WOOD FRM1E CONSTRUCRON.•WOOD UEUBERS TO BE SOWHERN 4268 01'ST ROAM MW .PINE ND. ?. sv SPECIFIC DENATY OF 0.55 OR£OLUti. IAUr rTSrIND k ENCINEmNo CDNPANY WEST PAW SUCH FL J5407 DETAIL 2 IAWALLA170M OF f 4 u1' f aw nc s1u c»ws tacua mw n srrta MM 00 rte..,p ulas`Jmr-rsro.r:lymtan-mr FRDe tS6I),vJ-6asr.FAr(sep:88-+r80 gDEWA K 8dlj�� REMOVABLE PANEL w4m?A iJh P.E. aRAmNcna SGL£.•I'./' iLDAftN Lte.144167 as ro-ut wilvrl s SNETT is or 15 BUILDING DROPS 398 E.Dania Beach.Blvd Suite 338 A Perfect Solution in Every Drop Dania Beach,FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com April 13th, 2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. FRECEIVEEDRegistered Florida Professional Engineer#73778 � 2019 MANUFACTURER: Eastern Metal Supply4268 Westroads Drive nty, Permitting West Palm Beach, FL 33407Wool a Dear Sir(Madam), Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectful) ywpitted, F. T �> . O o. 7 = "o • TT a' = 11/ %NA�-� %�%4`` ReasoDigitainyl amned b Herm to document P.E. Q111 I III Date:2017.04.13 23:24:07-04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer#73778 Page 1 of 1 r i 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buiIdingdrops.com Product Evaluation Report Of Eastern Metal Supply 28 Gauge Storm Panel HVHZ Impact Rated for Florida Product Approval FL# FL22270 Report No. 5154 6th Edition (2017) Florida Building Code Method: 1—D (Engineering Evaluation) Category: Shutters Sub—Category: Storm Panels Product: .28 Gauge Steel Storm Panel Material: Galvanized Steel. Product Dimensions: See Installation Instructions, EMS004 Prepared for: Eastern Metal Supply 4268 Westroads Drive 111111111//�� West Palm Beach, FL 33407 OS F• O Prepared by: % '�o Hermes F. Norero, P.E. w * . : * r Florida Professional Engineer#73778 Date: 10/03/2017 p0 P•� �<v 4, Contents: ',�'�i�sS,� O•••O��C9`���• Evaluation Report Pages 1—3 NAI- �% Digitally signed by Hermes F.Norero,P.E. Hermes P.E, Reason:I am approving this document Florida No.73778 Date:2017.10.19 21:19:31 -04'00' BUILDING DROPS FL#: FL22270 A Perfect Solution in Every Drop Date: 10/03/2017Report No: 5154 Certificate of Authorization:29578 Manufacturer: Eastern Metal Supply Product Category: Shutters Product Sub-Category: Storm Panels Compliance Method: State Product Approval Method (1)(d) Product Name: 28 Gauge Storm Panel HVHZ Impact Rated Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Eastern Metal Supply based on Method 1d of the Florida Product Approval System, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code. See Installation Instructions EMS004,signed and sealed by Hermes F. Norero(FL#73778),for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Florida Building Code and meets all requirements for impact resistant coverings when installed in compliance with requirements of EMS004. 4. Site conditions that deviate from the details of EMS004 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions EMS004 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 BUILDING DROPS FL#: FL22270 A Perfect Solution in Eve Drop Date: 10/03/2017 Every p Report No: 5154 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under an approved quality assurance program audited through National Accreditation and Management Institute (FBC Organization#:QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Blackwater Testing Inc (FBC Organization#TST10394) Report#: Report Date: BT-EMS-16-001 08/23/2016 Signed and sealed by Constantin Bortes, P.E. FL#77915 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) Installation: Refer to Installation Instructions(EMS004)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(EMS004)for design pressures based on size and configuration. Hermes F. Norero,P.E. Florida No.73778 Page 3 of 3 EASTERN METAL SUPPLY 28 GAUGE STORM PANEL EaSternMetal,90001Y PRODUCTMARKING 0 _ 2�• HVHZ I MPA C T RA TED 0263 WLSTROAD-DRIVE WEST PALM BEACH,FL 33407 PX:1.800.431-SiO4 FN:561-841-0692 r53.6r .090•TYR OSVTYP. x6ow, W Z g 2.0017' 1, 126.38' 13P 53.67 lYP .864° A1C O' N 0.019' T 0.875 n LS50' IN F g CDuefA84— f 1/4-20t 3/4'MACHINE 20C 1/4.1013/4 lj. 2'�-4 >✓.5.00'MAX cj Z £� SCREW STUD 0 COR 12° SCREWSTUD06°ORlr ,215° 14.1950 0.r_ oz w 6 p O 28 GA.STORM PANEL O STUDDED ANGLE REVERSE STUDDED ANGLE O ANS ® WAISH�ERED WINGNUT �iT m STAINLESS STEEL BTAINIEsl� 1 � 0W EP1 fiatr•1w• 80103' T-• Sat Y•1W SaIC JPwFe� = a / GENERAL NOTES 1. STORM PANELS SHOWN ON THESE APPROVAL DOCUMENTS HAVE BEEN VERIFIED FOR COMPLIANCE IN WIDTH UNUMITED � Wy. ACCORDANCE WITHTHE 2017(6TH EDITION)FLORIDA BUILDING CODE PRODUCTS HAVE BEEN EVALUATED [PERP.MPANELSPAN) - a FOR USE PER HVHZ REQUIREMENTS AND HAVE BEEN TESTED IN ACCORDANCE WITH TAS 201-94,TAS - I SECTION 202.94,ANDTAS203.94. - 70P MOUNT REMARKS BY DATE PLANVIEW Z. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHIS PRODUCE. REQUIRED ' 3. DETERMINETHE POSITIVE AND NEGATIVE DESIGN LOADS MUSE WHEN REFERENONGTHESE DOCUMENTS - OVEAIAP . ■15 IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY.FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10 A DIRECTIONALITY FACTOR OF Kd-DAIS SHALL BE USED. 1 - 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITESPECIFiC AP PUCATIONOFTHISSHUTTERSYSTEM. - BLALDOUT AxosxNLxmluamrmu®nwxsu gllPiWf 1MnpI1T VA4RBl mxsOrt w eueDlxO Daws n c DISTANCE-BA AITBUT®N.LAWmOtD,NIGIWGNinq DaDI1SA S. THESE APPROVAL DOCUMENTS ARE SUITABLE TO REAPPLIED BY LICENSED CONTRACTOR,PROMOEDTHE �OVERALLGAPAREACREATE111111 NAaDxG71OTImIx)NL4f.DE NwPOVATTTmpEA)CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN ANDTHE CONTRACTOR �y y� W VERIFIES THATTHE TOASTING STRUCTURE DOES NITOEVIATE IN EITHER FORM OR MATERIAL FROM THE OJ Id6 UiIFTHE OVEl ZC;PENINGAaFA 18Rslly signed @F.NOTBfO,P.E. STRUCTURALSUBSRRATES DETAILED HEREIN. esson:l srQIh�tTIITJdgyument B EusnNG ate:z0ttlti�1�gggl:p: N6or� 6 6. ANY MODIFICATIONS ORAODITIONS TO THESE APPROVAL DOCUMENTS WILLVOID THE APPROVAL pp�� STRUCTURE - �l �L• CJ �j 4 DOCUMENTS, W 1/4'MA1CO�i 7. WHEN THE SITE CONDITIONS DEVIATE FROM THEE APPROVAL DOCUMENTS,THE BUILDING OFFM MAY •"E 5- oo.,W FASTENERS 017 OAC ELECT ONE OFTHE FOLLOWING OPTIONS.. (SEE ANCHORSOIED. 7 .2 FORACCEFTABIE �_*A)REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BYALICENSED ArmPRsmTOM QOM) ENGINEER OR REGISTERED ARCHITECT,WHICH DETAILANDIUS IFYTHE DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING AWNLANGLECIM RE P¢M' awmuTo OFFICIAL GRANTING HIS/HERAPPROVAL rXs z.O55•MAX �i�'C••' OP.•Z��� g B)REQUIRE THAT AONETIME SITE SPEQFICAPPROVALBEAPPLIED FOR AND SECURED FROMTHE BURNS NALE�G%��`` E MIAMI-DARE COUNTY PRODUCT CONTROL SECTION. Ir STRUCTURE rxZmr/���a ` WHEN THE SITE CONDITIONING DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS TIrP.I BOTTOM MOUNT BUIL TEND CLOSURE PLAN VIEWS eulwTO saws nc. ONLY OPTION°8'SHALL BE ACCEPTED BY THE BUILDING OFFICIAL TYR ELEVATION efe 1 OAMAIUADRelvP.4fY 8. MANUFACTURER'S PRODUCT LABELSHALL BE LOCATED INA VL5IBLE LOCATION ONTHE EIITERIOROFTHE I.W::OL YM EweaeC AV0l01RLn WNoffi74 PANEL PER FSCSECTION 1709.9.3,LOCATED A MAMMUM OF EVERYTHREE(3)UNEAL FEET.LABELSHALL FLA: CONTAIN INFORMATION AS REQUIRED BY FBC SECTION 1709.9.2, 9. STORM PANELS SHALL BE 28 GAUGE GALVANIZED STEEL OF MINIMUM 0.190'THICKNESS(WITH FY=SO FAS MEAS 072.0.0. FL22270 i KS.I.MIN.)ALL EXTRUSIONS SHALL BE 6063-T6 ALLMINUM ALLOY,U.O.N. (SEEANCHORSCHOD 30, fIW TAPCON FASTENERS SHALL BE CARBON STEEL WNHCLIMA5I11LC0ATINGOR410STAINLESS 67EEL. Ly"Mlx. FORAalPPTABLE ANCHORS) DATE: 10.03.17 ELCO PANELVIATFS IN SHALL BE CARBON SIEELWfiH STALGARD COATING OR IB-BsrAINLEss DWGSM CHK.BY. STEEL ELCO PANELMATE INSERTS SHALL BE CARBON STEEL WITH SILVER STALGARD COATING.ALLIPOINTS J'Y' SOUD-SET SHALL BE LEAD ALLOY AND ZAMAC ALLOY.ALL REMAINING FASTENERSAND BOLTS 7D BE 304 NTS STRENGTH. STEEL 18.8 STAINLESS STEELOR GALVANIZED STEELWITH A 33 Mi.MINIMUM YIELD 1,MAY, }'MIN.OVFRIAP SCALE, E i 7 E1M71NGSTRVCIURE DWc.A: EMS004 ° 11.TOP B BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WERE APPLICABLE. �Ne ALUM.ANGLE CLOSURE PIECE' ' STRUCTURE 1 xrRX.M-MIRSHEET: THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURETO SUSTAIN THE NEW CAL PLAN VIEWS - SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS ATTHE JOB SITE,BEFORE COMMENONG WITH 7 THE WORK. OF 4 EMBED EMBED CONNECIONTYPECI (TYP.) EXISTING CONCRETE, TIYP') }.MAX SCHEDULE ANCHOR HOLLOW BLOCK OR CONNECTIONTYPE CI EXISTING CONCRETE, S SWCING'S EEr4 ' HOLLOW BLOCK OR SPACING,SHEEP 4 WOOD &BOTT M REFERENCE ANCHOR WOODFRAMENP. TOP&BOTTOM SCICING,HEEr4 TOP ? LENGTH ALUMINUM SPACECER �a Q �/ffr ay SPACING,SHEET 4 fQs«m Metal sunfify 4 ITH MALE 4 ITH MALE 4268 WESTROADS DRIVE PANELMATE PANELMATE WESTPALM BEACH,F133407 EDGE EDGE PH:SHxXF4.32.2204 MS61-611-WU DIST. Dom. OVERALL GAP AREA CREATED BYSPACER Z Z SEE SCH GLASS SEE GlA55 CANNOT EXCEED 10%OFTHE OVERALL Q SHEETS NOTES: SCEDULE HEDULE OPENING AREA 1 W 1. TOP&BOTTOM DETAILS SHOWN MAY BE SHEETS �.F- INTERCHANGED AND COMBINED AS FIELD OC O 1 CONDITIONS DICTATE PANELS MAYBE MOUNTED 1LO.� E C] x HORIZONTALLYWEREAPPUCABLE. 1 in�j yl LD 3� 2. SEE SHEET 4 FOR ALLOWABLE ANCHOR SPACING W GLASS Q� Zg" BASED ON CONNECTION TYPE 9 d REFERENCEANCHOR GLASS 1tFu� OR DOOOR SCHEDULE FOR MAX OR DOOOp LONNECTIONTYPE CI, t; — �v ,r_ �• f SPACING,SHEET4 .a SCHEDULEFORMAX. L7= y m SPACING,SHEET4 >> m OEE EDGE _ DIST. _ m a <� N � a CONNECTION TYPE C1, IP FEMALE PANELMATE,PANELMATE INSERT, ••� 1/2°ODX.120°WALLX1/2° REMARKS BY DATE OR ALL POINTS SOLID SET,SEE SHEET 4 41AGAP GAP LENWHALUMINUMSPACER O WALL MOUNT SECTION-FLUSH ® WALL MOUNT SECTION-SPACED 1/4°-20 x 1°MACHINE BOLT 1/4'•20 X 1'MACHINE BOLT CONNECTIONTYPE CS &WASHERED WINGNUT &WASHERED WINGNUf70M MOR'm RFFERENCEANCHOR E(MTMBPE; CONNECTION RETYPENCHOR EMBED 022'O.0 TYP. µNmxo�wu EiimNa�sENrV wi Noo�wc ALTERNATE LEG ®12'0'C.TYP. REFERENCE ANCHOR aI ALT.TEG SCHEDULE FOR MAX DIRECTION TOP&BOTTOM SCHEDULE FOR MAX. �-� I DIRECTION TOP&BOTTOM " Taxa'ssALnaxm�AP ARE�G' AN" SPACING,SHEET4 .I 3 TVP.TOP&BOTTOM 3 TYP.TOPB BOTTOM EXISTING CONCRETE, WITH THE E°LEG INSTALLED EXISTING CONCRETE,HOLLOWITH THE S"LEG INSTALLED 11l[IIffY WOODVFRAMETTP. _BLOCK ORHORIZONTAL AS SHOWN WOODWFR LOC ORYP. — HORIZONTAL AS SHOWN K�`�TR F fIt,, TOP&BOTTOM. TOP&BOTTOM. '�•S '�iI I x 3/4" i� 3/4°-2D x 1/8° 7� EOOE r' MACHINEBOLTSTUD EDGES MACHINE BOLT E DIST. 12'O.C.MAX DIST. ®12°O.C.MAX T T 1 _ a CONT. ?J >> p��% CO P r 46- Q `L ✓STB! •�'•..........'' € SEE GLASS SCHEDULE �g{ SEE GU155 SCHEDULE z �itill �G s/ONlA[L'yE SHEET3 tZu`a� I1^I� SHEET3 61 HF �Ilwnaq�L s 6 I 1 Im=P.E Ne 1.5Na G 'llYll• FFF�+ aUIfOWO DPOPl01C H9A Ef dLLV0.a93x dWNBFABEA M R� GLASS ravemv.orALrlxowATrox xa Pas2a ORDOOR n 2 2 FL#: CONT. 4 FL22270 EDGE r a CONE 1/4°-20x3/4' LASS 10.03.17 DIST, " MACHINE BOL7STUD GOOK CONNECTION TYPE CS, OR DOOR 4 ffH]/4'-IDx3/4° DATE: 012'O.L.MAX L'.}.•, } FEMALEPANELINATE, EMBED.,- Y°•' CHINE BOlTSTUD®1 I PANEL MATE INSERTOflALL L EXISTING CONCRETE °' .F "5 O.GMAK DWGCBY: CHK.BY: POINTS SOLID SET,REFERENCE 3 HOODFRAMEKOR MB YP. . CONNECTION TYPE T2,FEMALE JM HFN ANCIIOfl ..0 �M' 1/4'•20x 1'MACHINE BOLT WOOD&BOTTOM. PANELMATE,PANELMATE SCHEDULE FOR MAX &WASHEREDWINGNDT TOP&BOROM. INSERT,OR ALL POINTS SOLD SCALE: NTS SPACING,SHEET4 I 012'O.C.TYP. SET,REFERENCEANCHOR DWG.#. //I� " ALTERNATE TEG TOP&BOTTOM 5[HEOULEFORMAX EMSOOY' DIRECTION � SPACING,SHEET4 SHEET: •SIDE CLOSURE REO'D(SEE PLAN VIEW,SHEET I) •SIDE CLOSURE REO'D(SEE PLAN VIEW,SHEET S) AUt I /1 - OLD OUT MOUNT SECTION OBUILD OUT MOUNT SECTION '2 OL4_ .,) TABLE 1-MAXIMUM ALLOWABLE TABLE 2-REQUIRED SEPARATION FROM GLASS he STORM SPAN SCHEDULE POSITIVE ACTUAL MINIMUM SEPARATION MINIMUM SEPARATION F8SternMetal Sf1011ay NEGATIVE DESIGN DESIGN STORM PANEL FOR INSTALLATIONS<30' FOR INSTALLATIONS>30' 4268WESMOOSDRNE LOAD PSF L MAX(FT-IN) LOAD(W) SPAN(L) ABOVE GRADE ABOVE GRADE WEST PALM BEACH,FL 33407 PH:149)"2-2304 Fx:S61.0414)852 20 9'-2" PSF FEET INCHES INCHES 25 8'-10" 20.0 3.00 4.7S 1.02 w z 30 8..V, 20.0 5.58 4.75 1.27 a 8 35 8'-2" 20.0 8.00 5.09 2.15 F = p 40 7'-11" 20.0 9.17 5.09 2.98p� z cc: 45 7'-8" 25.0 3.00 4.75 1.03 r^b cG w�tl§ ,I 50 7'-5" 25.0 5.58 4.75 1.34 w H 9 T-3" N`' d 55 d 25.0 8.00 5.09 2.44 y 60 7'-1" 25.0 8.86 5.09 3.16- CW7 j g m m 65 6'-7" 30.0 3.00 4.75 1.03 72 S'-7" 30.0 5.58 4.75 1.41- ry 30.0 8.00 5.09 2.72 p" a 30.0 8.47 S.09 3.16 REMARKS BY DATE 35.0 3.00 4.75 1.04 35.0 5.58 4.75 1.48 35.0 8.00 5.09 3.01 TABLE 1&2 NOTES: 35.0 8.15 5.09 3.16 40.0 3.00 -4.75 1.05 4xcawLnar4E amaow4muwxwEoa v46r 1. ENTER TABLE 1 WITH REQUIRED NEGATIVE DESIGN LOAD TO DETERMINE 40.0 5.58 4.75 1.55 wrtxourwnmEx mx4Eertoawawx6waas we MAX.ALLOWABLE PANEL SPANLmax..POSITIVE LOADS LESS THAN OR -- uTE44Tuxs,n4omoxL xro4zxm�a,onoTxEx ( ) menm+asroT�oocunexrAwE Mn PEWARiro41m EQUAL TOTHE NEGATIVE LOAD ARE ACCEPTABLE. 40.0 7.88 5.09 3.16 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER 45.0 3.00 4.75' 1.05 j1111317///I " LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE 45.0 5.58 4.75' 1.61 `,�����c�F. ALLOWABLE SPANS. & 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. 45.0 7.65 5.09 3.16 `���� ,..•t•• �i� & REQUIRED SEPARATION FROM GLASS. 50.0 3.00 4.75 1.06 :���p' '.�Q s = 4. ALLOWABLE PRESSURES,SPANS,AND SEPARATION FROM GLASS BASED 50.0 5.58 4.75 1.68 7 ON TESTED MOMENT,SHEAR,WORST CASE DEFLECTION UNDER LARGE *- MISSILE IMPACT TESTING AND 2"MAXIMUM ALLOWABLE DEFLECTION 50.0 7.45 5.09 3.16 ± UNDER LOAD PLUS 1". 55.0 3.00 4.75 1.06 55.0 5.58 4.75 1.75 �i�Oc�••• C 7ci"4''•����� a 55.0 7.28 5.09 3.16 OVAL��G��``, 4, 60.0 3.00 4.75 1.07. lx/e��ldi�,` 60.0 5.58 4:75 1.82 MFnnaPsw64 60.0 7.10 5.09 3.14 - 43FE.wxu4 umjm - wwu6FAci,a3ea44 65.0 3.00 - 4.75 1.07 - F4PImR.CFNI1x0M Wx Nw246T4 65.0 5.58 .4.75 1.89 PLS FL22270 65.0 6.56 5.09 2.68 70.0 3.00 4.75 1.08 DATE: 10.03.17 4 70.0 5,58 4.75 1.95 DWG.BY: CHK.BY: 70.0 6.09 5.09 2.35 SM HFN a 72.0 3.00 4.75 1.08 SCALE: NTS E 72.0 5.58 4.75 1.98 DWG.ll: EMS004' k" 'SEE TABLES 1&2 NOTES NUMBER 3 SHEET: 3 OF 4 ANCHOR SCHEDULE ANCHORSCHEDULE Eastern Metal SUpptY FASTENER MAXIMUM SPACING DN W ES)REQUIRED FOR VARIOUSDESGN LOADSAND SPANS FASTENERMAXIMSM SPAONGIMINES)REQUREDFOR VARIOUS DESIGN LOADSAND SPANS 4268 WESTROADS DRNE MIN.2-EDGE DISTANCE I MIN.3'EDGE DISTANCE MIN,914°EDGE DISTANCE WEST PALM BEACH,833407 SPANSUPTO SPANSUPTO SPANSUPTO SPANSUPTO SPANSUPTO SPANSUPTO SPANSUPTO SPANSUPTO - SPANSI TO SPANSUPTO SPANSUPTO SPANSUPTO PH:-2-2204 F:C•S61-B4VM52 LOAD(m 8-0" S'•7' E•a" 4.1' LOAD(M 3'-O' 6'-T 8'-0' 7-2" 3'-0" S'•T 8.0" 9'-2" ANOIORTYPE P.SF.MAX gg ANCHORTYPE P.S.F.MAX. (SEENOTE I) (SEENOTES) (SEE NOTE I) (SEENOTEI) (SEE NOTE]) ISEENOTEI) (SEE NOTE I) (SEENOTEI) (SEE NOTE!) (ME II (SEENOTE I) (SEENOTE II W FI 8 (MENOTE]) (SEENOTEI) ZCONNEC110N TTPE CGNNECTION TYPE CONNECTIONTYPE 0]NNERIONTYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE SEENOTE3 SEEIIONT SEETIONT SEETION SEE NOTES SEENOTE3 EEE NOTE3 SEE NOTES EEE NOTES SEE NOTES EEE NOTES SEENOTE3 CTEM 0.Q N a cz a a Cl C2 a a a a a a a a a a . a a a ❑ c1 a n a !!I O � Iy®��y�y����J M 12 12 12 12 12 10 12 4 7 30 12 12 11 12 11 1] 12 It 12 32 12 12 12 12 12_ 12 Y W -'^�'rV a0 1z 1z sz SD Sz T Q 40 S] 12 31 Sx 11 12 12 12 Ix 12 12 12 Yr OaLUR'E1m MNmweEalm .m 12 12 12 B 12 6 EO 11 12 a 12 11 10 11 12 1 12 11 It 12 a ONII,MN 13,9"P43lOMRMAULm W I2 12 11 T 12 u4.OlmTARaoN CORM 60 12 12 1] 12 11 9 11 12 12 11 it 12 - ,,••SS Nv m m I2 11 12 0 Lu L!/P MPH.FM1mE0MEN1 S 1!v lil[SAwq WR w W J W MN. ]AI ONDISr1 n 12 12 12 ]0 31 11 ]x 12 VV * M Sx Sz 12 11 it 12 12 lz !!./..! * 30 12 12 12 12 12 12 12 12 * 40 13 32 11 12 12 10 "L.N = * 40 12 11 12 11 12 11 u4.0[IEm MN41uW1NWMwl EP 'S1 31 11 12 1] B L7= Z m m w/L)A•waEn+oa• m v 12 11 io 12 e >> 0IQ W 11m MAllAlMAIl ANIVMn 50 1] 11 1] i] 1] ll utm MAblwlSafa NlDl Nuf, _ (... W/19YP MxQlMEEO.Y 60 - 1] 12 1] 1] 12 I1 - n 12 12 11 W i(4m MAOIINI1 FW WITX NUi UN.S WO Ai oalEaere n 12 12 11 Sl 00 p"Y. z 30 12 11 12 12 11 11 12 12 .- 12 IT 12 0 12 12 12 12 lV - d V *M� 40 1] 12 12 1] 1] 11 1x 12 12 12 f2 12 - . u4'oALL POINn4011031r WIM so 11 11 12 11 11 11 12 12 12 12 12 12 MREMARKSBY DATE )/YMw,EM1L......INNLISf 60 11 1] 1] 12 N 10 u S2 12 12 12 S2 SRlI MAolwlSDIEWn v 12 12 a 1] 12 v fx ANCHOR NOTES: 1D O 12 12 11 12 12 12 10 a 12 11 12 11 a 11 f1 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM 40 12 12 11 12 2 a 11 12 1, 1, v v PANELSPANS FOR SPECIFIC LOADS MUST BE LIMITED TOTHOSE SHOWN IN TABLE I,SHEET 3. 'Ir Dl.&M.-PNEfLxwn wnR s0 12 11 12 1D 11 ) a 12 12 u u P 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERI ANCHOR TYPEAND EDGE 60 Sx a 12 9 12 D _ 12 12 11 9 i2 T DISTANCE.SELECTDESIGN LOAD GREATERTHAN OREQUALTO NEGATNE DESIGN LOAD ONSHU•RERAND 12 12 12 T 12 11 12 T SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN,10 1x 12 1] 9 It E 11 s 12 a 12 11 u e 12 7" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPES. BunrzxaOPDP;we - 4.FORWALLMOUNT INSTALLATION,ANCHORSPACING IS CONTROLLED BY SPACING OF ANCHOR SLOTS, aTEAArmn°.n°omors,xr>,uDTnwG DRorIDR 40 1x SZ 11 a 10 4 12. 12 11 9 1] a MARIwlG41mT105 DOO1NQFIrARENKMGMCTHGR L so 11 10 11 s 9 12 11 12 T to s CAN THEREFORE ONLY BE INSTALLED EVERY 6'OR EVERY I2".IF TABLE SHALL REQUIRE SPACING LESS THAN 1/a•Iliw rAwnx wOx 60 1D 9 E 4 ) f2 u 12 e 9 s 12'BUTMORETHAN 6"WHEN WALL MOUNT INSTALLATION IS USED,DEFAULT TO 6"ANCHOR SPACING. Lur Mw.enmeoRUNr ANCHORSPACING LESSTHAN 6"NOTPERMITTED.FOLLOW TABLE ANCHOR SPACING REQUIREMENTS FOR 'll ILITTTY mNFOPMM010N co n 12 ) N 12 9 10 s INSTALLING ANGLES WHEN BUILD OUT INSTALLATION IS USED. ���� ��I/.. 4c 30* 40 - Sx a 12 a 12 8 Ix T 5. EXISTING STRUCTURE MAY BE CONCRETE,HOLLOW BLOCK OR WOOD FRAMING.REFERENCE ANCHOR ��� -n�s F• /moi * - 40 11 O u 9 1x eANCHOR \- € S - SCHEDULE FOR PROPER ANCHORTYPEBASED ON TYPE OF EXISTING STRUCTURE. �� e';• •C�,p�� m V4•�Em MAUAEAwlrANEMEAm so -" 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. ,� '••• C 1] 1] 1] ) 1] 9 • • Z O • W/L1f4'MN.fM0E0.■ IµmMAalxl2aEwwnx xur _ v u v s u s 7. MINIMUM EMBEDMENT AND EDGE DISTANCE IXCLUOES WALL FINISH OR STUCCO. M m 71 _ v 9 12 s _ _ 8. WHERE EXISTING STRUCTURE IS POST-TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR * 7 •.-* E U mxF� 10 12 12 1' '1 12 ID u 9 12 12 12 12 12 12 12 12 TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. f * 40 11 12 12 11 12 1 T fx 12 12 12 1 12 So 1 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY.FIELD VERIFYTHAT -0 T c O u4.OALLPOINiSSOUDmrwrt so v 12 12 8 12 4 - 12 a 12 11 12 8 FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD 15 2/r Mw•lrueo.�1/czPlraxlmE 6o a 11 1] T v s - u v v 8 11 T ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES- i�T ............(JKIVp,•'_�`� C y.rnRlrAxarolnWlw 10.WHERE SCREWS/ANCHORS FASTEN TO NARROW FACE OF WOOD STUD FRAMING,FASTENER SHALL BE �i F x o n 12 11 12 4 11 12 12 9 / S LOCATED IN CENTER OF NOMINAL 2"x4'(MIN.)WOOD STUD.3/4"EDGE DISTANCE IS ACCEPTABLE FOR /� s/O �'l�-�•�'1 40 12 12 11 12 1] Z212 Sy 11 12 u 12 12 1x » 11 WOOD FRAMING.WOOD STUD SHALL BE'SOUTHERN PINE"S.G.=0.55 OR GREATER DENSITY. / NAt-40 O 1] u O u v O n 1] 11 l0 11.MACHINE SCREWS SHALL HAVE MINIMUM OF I/2"ENGAGEMENT OFTHREADS IN BASE ANCHOR(ALL1/T 0251ry•IIW PANfIM.41E P1![R 50 12 12 12 ]0 1212 12 1] 11 1] 73A4E0 12 12 11 a u u s1 f2 e v T POINTS SOLID SET OR ELCO PANELMATER INSERT)AND MAYHAVE EITHER A PAN HEAD,TRUSS HEAD,OR 98EEDIw�NPAN'IANOera mVED.�s18 3 sraWuv4melAmaWesaEw - WAFER HEAD(SIDEWALK BOLT),U.O.N. mOP31(axdEn n 11 11 s1 7 11 12 12 T _ - 12.®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOTACCEPTABLE USES. F.REcERY..l.D�0KM=Na29M 13.*DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW.NUT ORWASHERED FL#• WINGNDT. FL22270 14.THE ALL POINTS SCUD SET ANCHOR MAY NOT BE USED IN CONCRETE FLOORS BEAMS OR CEILINGS. MIN 2x ANCHOR DIAMETERSPACING PER SPACING PER EXCEPTION:CONCRETE SLABS ON GRADE. g MAX.1/2 ANCHOR SPACING ANCHORSCHEDULE ANCHORSCHEDULE DATE: 10.03.17 DWG.BY: CHK.BY: SM HFN E SCALE: NTS DWG.TI: EMS004 ALUMINUM ANCHORFROM EXTRUSIONS SCHED.,TP. SHEET: OF 4 ` ► ENGINEERING EXPPE r'O October 17,2018 Product Approval Administrator LEPE G'0 PY DB PR Codes and Standards 2601 Blair Stone Road Suite 90 RECEIVED Tallahassee,FL 32399 SEP 18 2099 Regarding: Eastern Metal Supply 2"Clear Bertha Storm Panels ST. Lucie County, Permitting Project#18-6492 To Whom It May Concern: Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above-noted product(s). Respectfully, .`�` �'=•...ENN 'V%GENSF '•qip :O 8 � �� _ No PE0046549 = Frank L.Bennardo,P.E. 0 •.. STATE OF ENGINEERING EXPRESS'S '� �COR�oP,.• ` �� #PE0046549 I Cert.Auth. 98� S/ONAL 18-6492 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM VVVDJECTSItSB•m CYM@ DM STORY PNEllYMN 5492FVMEP+I00WtDOC ■ E . R ■T.' = ENGINEERING-E,XPRESS� -PRODU �TEVALUATIO��NR EPORT Product Evaluation Report December 17,2018 Application Number: FL28390.1-RO....:.: EX Project Number: 18=8492" Product Manufacturer: Eastern Metal Supply Manufacturer Address: 4268 Westroads Drive West Palm Beach, FL Product Name&Description: 2"Clear Bertha Storm,Panel Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accoriiance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 61 G20- 3.005, 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•fd1lowing pertinent-Florida Building Code modifications or revisions: Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#18-6492 titled"T Clear Bertha Storm Panel", sheets 1-5, 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 TAS 202 test standards-per test reports)#BT -EMS-18-001.and#BT-EMS-18=004 by'Blackwater Testing,:Inc.(signed by'Constantin Bortes)and report#ATL'SF 0615.01-11 by'American-Test Lab of South Florida-(signed by Julio E. Gonzalez). Large.missile impact resistance and cyclic-loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s)#BT-EMS-18-001 and#BT=EMS-18-004"by Blackwater Testing, Inc.(signed by Constantin Bortes)and report#ATLSF 0615.01=11 by American Test Lab-of South Florida(signed by- :Original Engineer's Seal Valid,for._, Julio E.Gonzalez). Pages 1 through 2 Self ignition temperature,rate of burn and smoke density tests are per test report(s)#ETC01-753-10724.1 and ETC05-718- ;�` �.�" ••.. 16934.1 by ETC Laboratories(signed by Joseph L. Doldan) • STRUCTURAL ENGINEERING CALCULATIONS Frank L.Bonn do,1AEpEp� 549 #PE00465'4& : C.A. Structural engineering calculations have been prepared which = evaluate the product based on comparative and/or rational analysis to qualify the V4ng design criteria:: 16.0 SW-12T" AVENUE .SUITE. 106, D.EERFIELD BEACH, .FLORIb' 4 ••••• ' �� PHONE:. (954-)_354-0660- FAX: (.954) 354-0443 _�,�,11QNAL1�NG`� EN GINEERINGEXPRESS.COM 1 vwttozcrsl,sasx uEwarm,usroweva8nvw,sa.maE,ra+umcoame ENGINEERING , EXPRESS° . December 17,2018 EASTERN METAL SUPPLY--='2"Clear Berflla Strom Panel Page 2 of 2 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum,Glass Separation 4. Anchor Spacing No 33%increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed fest report(s),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 schedules)on the respective Product Evaluation Document(i.e.engineering.drawing).. Installation . Y" This product shall be installed in strict compliance with its respective Product Evaluation Document(i.e., engineering drawing),along with all components noted therein. Product components shall be of the material specified in that product's respective,Product,Evaluation Document(i.e.engineering drawing). Limitations & .Conditions of Use:. Use of this product shall tie in strict accordance with the respective 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 stricture 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)as described in the,installation instructions. 160) SW ,12T".AVENUE SUITE-106, -DEERFIELD BEACH, FLORIDA 33442 PHONE: (9,54) 354-0660 FAX: (9 54) 354-0443 EN GIN EERINGEXPRESS.COM V"OACTSVe619t CLMM iA STMMPA ft69R,�aVu UW AACC `LL 111111 i1111j//' �•:•"NSE BeNNAPOO,P.E. 19 EASTERN METAL SUPPLY MAXIMUM ALLOWABLE 'N°Pio 2" CLEAR BERTHA STORM PANEL(HVHZ & NON-HVHZ) DESIGN PRESSURES: =LL: * 1 01 AS NOTED IN DESIGN '. t of SCHEDULES :'� '• FL THE CLEARPOLYCARBONATE PANELS APPROVED oit` 1N THIS DOCUMENT MAY BE INTEGRATED WITH ',/Y�,,ss ffil I I I LP�s1Dae ori swEe I.TN6 A MINUM PANEL APPROVALS PROVIDED THE MINIMUM DESIGN NOTES: SIH BPAATOFADIWALLY INSTALLATION CONDITIONS OUTLINED HEREIN WIDTH UNLIMITED POSITIVE&NEGATIVE ASD DESIGN PRESSURES FOR USE WITH THIS smNm FOE,SNAILAENAm w DIGITAL FORMAT,A PADm o ARE NOT EXCEEDED (PERP.TO PANEL SPAN) SYSTEM SMALL BE D I ED ON A SITE-SPECIFIC BASIS AND wrue OFTTW ommmT COMPARED TO LIMITING FACTORS AS STIPULATED HEREIN.THEY SHALL AARNOTCONEIOEASDRGM WIDTH UNLIMITED BE CALCULATED IN ACCORDANCE WITH THE GOVERNING CODE mDBCAU U,.IFTNEREIs NO TOP MOUNT(CONN NP OIGITAL SIGNATURI ON SNE ETI TOP MOUNT TYP.P TYPE AS REQ'D) REQUIREMENTS&IN ACCORDANCE WITH ASCE 7.10 AND CHAPTER 1609 wT x sxEnmNt9 NDT CONN AS SECTIONS SECTIONS OF THE FLORIDA BUILDING CODE.THEY SHALL BE CAP THAN OR UAL eONTNN AN FNGINEER'8 ( REQ'D) TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALU DucINALSIcnATVneAseAl, LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. TOP s eon TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD 0 1D aNa PLAN VIEW CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR Z '�V = HORIZONTALLY AS APPLICABLE. _® W m $x �AN GENERAL NOTES: w LL-w E 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN 1�. O W ACCORDANCE WITH THE REIREMENTS OF THE FLORIDA BUILDING CODE ` SIXTH EDITION(2017)FORTSE INSIDE AND OUTSIDE OF THE HVHZ,PER TAS �Q W 201,202&203 AND ASTM E330 E1866&E1996 TEST PROTOCOLS. 04 Ot m _ O CONTRACTOR SMALL NVESTIGA�TE AND CONFORM TO ALL LOCAL BUILDING Z. Pw+N Q W CODE AMENDMENTS WHICH MAY APPLY.DESIGN CRITERIA BEYOND AS STATED W O .HEREIN MAY REQUIRE ADDITIONAL SITE-SPECIFIC SEALED ENGINEERING. 2. NO 33-1/39.INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE 3 L Z ce DESIGN OF THIS SYSTEM. N W&x w DF O 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT f� SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE w w O I ut FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH r O SHALR. 4. SEPARATE'SI TE•SPECIFICE COORDINATED BY ESIGNED AND SEALED NG ENGINEERING SHALL BE p NI REQUIRED 1N ORDER TO DEVIATE,INTERPOLATE,AND EXTRAPOLATE FROM y Pi LOADS,DEFLELTONS,OR$PANS CONTNNED MERE..CONTACTTHIS w ENGINEER AND VISIT THE ACCOMPANYING DIGITAL INFORMATION REFERENCED • HEREIN FOR ALTERNATE SPAN CALCULATIONS AS MAY BE REQUIRED, _>1j _ a S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE a D=Id *— — BOTTOM " INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM m O Fd U THE CONDITINS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED U) a o O O OARCHITECT SHALL PREPARE SITE SP�CIFIC DOCUMENTS FOR USE INCONJUNCTION WITH THIS DOCUMENT. Q O GjFIELD DRILLED 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.PANEL HOLE$SHALL 7• ALL FAST ERS TO BEE Y"0 OR GREATER SAE GRADE S UNLESS NOTEDBOTTOM I NOT EXCEED THE OTHERWISE.FASTENERS SI1AL1.BE MIUM•PLATE0 OR OTHERWISEMOUNT((CONN MOUNT 1 LIMITATIONS CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH'SPECIFICATIONSAS UNT C(; (CONN TYPE AS LSHOWN IN THESE FOR ALUMINUM STRUCTURES'SECTION J.3.7.2 BY THE ALUMINUMDETAILS AND SMALL ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL,STATE,AND/OR LOCALARCHTOP IZEQ D) STRAIGM7 TOP CODES.NOT HAVE ANY 8. ALL STORM PANELS SMALL BE CLEAR POLYCARBONATE,t-0.100"ANDMAY BE AT CRACKS/BREAKS CONFORM TO THE SPECIFICATIONS LISTED HEREIN.&BOT9.. ALUNLESS NOTED RUSIONOTHERISHALL BE 6063-T6 ALUMINUM ALLOY OR TYPICAL VERTICAL MOUNT ELEVATION EL Sp, CONCRETEANCHORSNOTEDHEREINSHALLBEEMBEDDEDTO N.T.S. - - ELEVATION i �\ NON-CRACKED CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER aC p 1 MANUFACTURER'S RECOMMENDATIONS. &N 6Y6Y 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL X16 305 \L MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. Q B Y,Bya / 12. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS !Of 1 SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,at el. O Q I 1 260) INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES �•. 1` I INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL Ba�R \\1.Z5 FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT / 0.625 WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. MINIMUM POLYCARBONATE PANEL PROPERTIES FOR USE WITH THIS APPROVAL R�' —r CER FICATIONS. EXCEPTAS OR AFFIRMRESSLYATIONS FARE INTENDED. Is WHOIs U SPECIFIC GRAVITY L20 G/CC ASTM D792 MAY BE AT TOP 14. ALTERATION$AND INUAS OR OTHER MARKINGS TO THIS DOCUMENT g8g� TENSILE YIELD STRENGTH 8700 PSI ASTM 0638 DGE &BOTTOM ARE NOT PERMITTED AND I PERMANENDATETLY THIS CERTIFICATION, g9 I5. PANELS SMALL Or:IN PERMANENTLY LABELED WITH A MINIMUM OF(3)LABEL FLEXURALSTRENGTH ATYIELD 12500 PSI ASTM D790 PANEL PER PANEL,CONTAINING THE FOLLOWING INFORMATION: $1111 FLEXURAL MODULUS 340000 PSI ASTM 0790 EASTERN METAL SUPPLY,INC. mnucrr exaxmuxo ovam" NOTCHED IZOD 38 FT-LB/IN ASTM D256 TAS 201 TAS 2022 AS 203 SMOKE DENSITY 75 MAX ASTM D2843 ASTM EhT ASTM Ele B&ASTM E1996 18-6492 RATEOFBURNING C-1 CLASS MAX ASTM D635 FLORIDA PRODUCT APPROVAL NUMBER SCALEINTS UNLESS NOTED SEIFIGNITION 650 DEG.F ASTM D1929 ®� S • \\\AA 111111111�TF�' OVERLAP.2.976- Nq ' t• G�taSE •.�QO'; 1.50 114 20 STUD x - 9 ••.•�( 1.003" 1.003gle- 5 12.O.C. _ WSMD a X� esemIllse •2.000"PANEL COVERAGEei6. a000 was uw zms Ima zas3 I o �.Doa Nm a �•w\\\� 2anb 6]s3e eana 1� :'P. DDO rui ii1°TSI 14.573"PANEL LENGTH z'p0p 1�iniAe lsa 1\\\\ �0.100"THICK PANEL(+/- 10%TOLERANCE) •N"HEADER ANGLE SNO ANGLE 61GNATURl ON SN 1(}!191 POL]OARBOxaIL 2 uM r HEADER +J•BUILD-OUT"U•HEADER B 2•SURD-WT"U"HEADER C 1a BUILD-OUT"U'HEADER Fnt gNFET ig NRT OPA OtOtTALLY b-!GLOM-]100 k •0-LOLCII-.300 AlW .0-C0.w-33ro KUY -C0.p1-3Y0 aWY - OA- Alw II-C OR-.10 40Y \Jill-COWA-SW SIGNED HLl,9WLR@WNIN OIGRAL FORMAT,A FRINn90 PROVIDE 014 SAE OR S CO/1[S 0!iM010001MlMf alw T OR 55 SHE AT 6.04. A"NOT00N0D"welcul, AND 2-FROM ENDS,TYP. Iota aMD 61AY0.tI T1eRe 13 N0 Ix01 e'• 0833 ]Sv F^ OIGRAL 9IGNANIII ON SNf2Tl 101 0201 1 f.• no leB Ob36 a.5] Ow0 G Rn]t] maNRaN ING> D& p]l] 06.f+ 0.210 IW L°]i THIS aMET 15 COFT -, alts 1 a.>n P1s4 4ec4 1P01also w 4240 un L9a1 r DRIGVUL SIGNATUNe sseu• nae] 1z1 3 a•n 3 a.n IbT1 _ non nn1 �• P ca W. eneE DP ��pp ]aro 4.ae. I 4w3 LEG noes 'I�'�I IT I 'an4 V•HPADIX y N DIRECTION !� �� 1�"T'D• SCHEDULES a� ' SMALLER Rn1T! 7 °�j p END OF MAY ].vs4 FLUSHWTIM nOOwC59"O.wO• L p . BUILD-OUT'F'TRACK 2-BUILD-OUT"F"TRACH 1"BUILD-OUT"F•TRACK "F•TRACK it 'F.ANGLE-TRACK ro_l 9l T."i"ANGLE I^WASMERED NiNCNUT /,I ALT.BUILD-WT OPTION ANGLE,TTP. /,1NEYHOLE WA$HEfl IW'm 3510 (•0-COLOR-53f LLu (•0-OOLEA-a] (•0-can-e 0 uY 7 .0- a 3 ALU B Y aWY LL N IJ N$ Ohio-CAN I AWY b-C pl-a v 2AIAA ALL T l'S .uLY A ± MINI FROM GSTORM LASS NEL WIND ZONE 48N SCHEDULE 2: ALLOWABLE PANEL Z�. oa� FROM GLA55(HVHZ,WIND ZONE 4& ESSENTIAL FACILITIES SPANS (NON-HVHZ ONLY) SPAN SCHEDULE NOTES: MAXIMUM SCHEDULE 1: 2°CLEAR PANELS 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD ON 9^ W PRESSURE GN ALLOWABLE INLESS STALLATION N 305 GREATERLTHAN 30 MINIMUM STORM PANELSEPARATION FROMGLASS &PANEL FASTENER SPACING TO DETERMINE MAXIMUM W 0 H W Z ALLOWABLE PANEL (PSF) SPAN(Lmax) ABOVE GRADE ABOVEGRADE (WIND ZONE 4&ESSENTIAL FACILITIES) ALLOWABLE STORM PANEL SPAN. SCHEDULEIS REQU FTo 3O SPANS (HVHZ & MAXIMUM FOR USE WITH GN LOVE LOADS LESS THAN OR EQUAL TO N� NEGATIVE DESIGN LOADS. o w 6I +/•21 111.0 In 10.501n 9.751n DESIGN ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATER 2. LINEAR INTERPOLATION BETWEEN LOADS IS NON-HVHZ) +/•26 120.01n 10.00 In 9.2S In PRESSURE SPAN(LMax) THAN 30'ABOVE GRADE THAN 30'ABOVE GRADE ACCEPTABLE,OTHERWISE USE NEXT HIGHER LOAD. +/-31 308.5 In 9,501n 8.501n (PSF) m 2"CLEAR PANELS +/•36 96.51n 9.00 in 8.001n +/-35 144.0 In 10.251n 7.00 In GLASS SEPARATION NOTES: } �' m +/-01 84S In 8.50In 7.251n +/-40 133.0 in 933 In 6.251n a +/-46 73.0 In 8.00 in 6.751n +/45 122.0 in 9.SOIn 5.10 in I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD c�` s +/-51 61.0 in 7.SOIn 6.00In +/-50 TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE In Fa3 /50 I11.O In 9.00 in 4.751n TU$ u +/-56 49.51n 7.00 in 5.251n +/-55 SOO.O In 8.501n 4.00In OPENING TO L PROTECTED. + 2. SCHEDULE IS REQUIRED FOR USE WITH POSITNE F1-- a m ery 9 /-60 40.0 In 6.50 in 4.75 In +/-60 89.OIn 8.00 In 3.00 In LOADS ONLY.INTERPOLATION BETWEEN LOADS IS -SEE SHEET 4 FOR ANCHORAGE OPTIONS p ACCEPTABLE,OTHERWISE USE NEM HIGHER LOAD. g 5 m c -SPANS AND SEP.FROM GLASS LISTED IN THIS TABLE ARE ONLY APPLICABLE FOR 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND Z 333 a o a CONNECTION TYPES Cl AND C2 ONLY. OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I -"H'HEADER,'U"HEADER AND"Ci•CONNECTION OPTIONSSHALL NOT BE USED THROUGH 3,THE GLASS SEPARATION SCHEDULE IS NOT p o R WITH THIS TABLE REQUIRED AND NO MINIMUM SEPARATION FROM THE H3 -MINIMUM PANEL SPAN 1536.0".UTILIZE GLASS SEPARATION FOR 89'SPAN TIER PROTECTED OPENING IS REQUIRED. D ` v,'-20 SIDEWALK OR FOR SPANS LESS THAN SHOWN IN TABLE N MACHINE SECTBDiGEXISTING WASHE0.ED WNVf 0 WINDOW 21.O.0 TTP. 0.25'MAX. 1e GA QALY.STEEL BENT 1 ` Pure OR 3'x24.125• 0.25" FDDsT1NG L•DN0IETE OD 6o6]-T6ALUM.ANG LE MAX.J HOLLOW BLOCK OP. B� WOOD FRAMING 'F705'fIt]G CONCRETE OYE0.lAP OF WALL DEYOND HOLLOW eLD0100. WINDOW SMALL BE 1.SX 1.000" W000 FRAl1IleG D DISTANCE,TTP.BUIID-0ur � � �'1 WALL MOUNT CLOSURE DETAIL 4'MAX. OVERLAP N.Ts. CORNER CLOSURE DETAIL ' //11-0.25'MAX. ��bm EXISTING CONCRETE W a 005TIN6 BAY WR]DOW NOl1DW BLOCK 00. =Ell HOLLOW BLOCK WOOD FRAMING. 3.820• BUILD•OLIT,� o0.WOpO iPAMDiG TYPE 0. MAX.1 DISTANCE SO'mUEBASEC aNTYPE OF STRUCTURE. 1 1.000" 0.25"MAX. OVERLAP ALUM.ANME(SEE DETAIL CAtTN6Hr eNa1X[tAVp OwP69• V'-20 BIDEWAu OR FASTENER O IB'O.G FOR DESIGN 1 aern6) 1.000" MACQNl BOLTG 1.500" LEEDS LE55 THAN a0.EQWJ.TO 60 EMBED 18-6492 WASHERED WWGtiUf 0 N• O.G TYP. MIN. 1000. DaSTIMGCONORM FASTENER 0 1B'O.G FOR DESIGN LOADS LESS THAN OR 6G1e1 NTE UNLESS NOTED 15 C.A.GAW.siEEL HOLLOW aim OR WOOD EQUAL TO 60 PSF m� BCif Pure o0.2•x 2'1( 4"MAX. EMBED FARMING.SEE ANCHOR s .725.6042-T6 ALUM. SCNGDULE BASED ON TIDE rLeUILD-oUi MOUNT CLOSUR@DETAIL @ ANGLE ^CORNEA CLOSU I DETAIL D rP HOUNT CLOSURE DETAIL OF STRUCTURE. 1.500 N.T.S. N.rs. MIN. adsm G CONCRETE.HOLLOW BLDG( PANEL CONNECTION OPTIONS PFNETMTIDN ON TYPE KL�59NNARDOt P.E. GR Wg00 FRAMLNO,SEE AN000. vExErtunox saLEp.eLsmoNTTPEorsiaucTuaE. oaENBED. �� OR 'oR EM01 BED. CONMECr20NTTFE -SRNG Y``�+.•RVERENCE ''� S& r� RffQLENCEANCNOR C2 �r00.NAX ��; PE '•0.400• -.LL. 110 0.486• '027. 0.250• y"tP ly o .• � D uk'S• i cx i�(ate•.,,F1,0`•` papR4fOPAOS6NUY SKULNEMAININ /!!!U1141 LTJ woDoCUm" t '—.•.• Nsausb S1oSAEDBTD ASUTALMx0.IP1B ON 6 NO TH1155MELT D�d.'S NOT L EXISTING EXISiCNG - ELASSOR iDNTA0I AN OLOWEOCS GLASSOR - - - G[AS - - 0$' - GLASS OR DRIWNALS MTUREASFM, '. DOOR .. • 1 AK' t DOOR— t♦1„�6N DOOR MIN.GLASS SEPARATION - .MIN.GLASS SEPARATION PERSCHEOULE + {, .. MIN.PER��SS SEPARATION' MERSCNEOSlLP gill! ✓Ti or 0_.500• 'J444'�i t tF C u eF¢ SS.SND W W O N ” lK5 .a00• + � {7ALiEl � W� � . ' EMBED. NECf10N TT r <705fING X7 0 G N W A�u`~i EXISTING OOMCRETE REFlALNCEANOOR CANOUTILHOLLOW Ow- u) EHBEDSEE EXIATING CONCRETE, . Vi'-20xK•SS.SND NgSDWBLOCKM - SCHEDULE FOLRMAX SLOCKORWODD CONNKfiON IOq, ' HOLLOW BEAO(OR AT3 OkC. WOOD FRAMING,SO ANCHOR SCNED.&AM. C� �_�SWMI) ANCHOR SO1EFRAMINGDiRE xx�� N3GN#EANOIOR ~ WOOD FRAMING.$EE ONT"EOPSiRCCNRE BASID�� CL SPACING SCHEDULE P44 MAX T ANCORSCHED.GSED ._ C4NNECII _ m0 ON TYPE OF STRUCTURE WALLMOLNEI'SECTION REAERETNCCAG000. ALT.WALL MOUNT SECTION G ?„ KURD-OUT u"f • P- ? CFS FOR MAIL ti55 (TOP OR S07TOH) HW NT SErnON rOTTONS SPACING V' U` omgMGfONCAEM HOLLOW BLOCK OR WOOD FRAMING SEE .Z.a ANWOASAi£D.6ASEOONTYPE 51RUCtUAE.' HOLLOW SL=OR pOC N '•'?a . WOOD FRAMING SEEANCHOR OMTiPE�•VCNVRE.MaFm ' '"'3 •-• 'Q ya °° DNTTPE -- ECTI NU7'i CQ. RFfEAENCEANCOR L 3 SCHEDULE FOR MAX I• SPACING -' Q . tgHIlOtTONTTPE RSEPENC ANCHOR C2 - �� ./��. SCHEDULE F00.MAX j{ MAX . .. ENDED 8 3• ,. EHEED 0.25 S S.S.STUD 1111 GLASS OR FASTENER-) ' .• 3 ., ' p DOOM1 LT O.G. WWW NAT ggstlel �0.2�_5• ��. _ � � _ 8Si _}=� GIASSOR DOOR oxru0�oirNlxaue0 mnen• . MIN.Guns SEPARATION. ` 18-6492 ENBEO. CXWNBCTIONTYPE PER SCNEOULE ECAElL"MEOW mom OR ea EQ NTE UMESSNOTED, WOOD FRAMING SEE - SPACING- ALT.CERMOIFLOOa NOVNT s£rnON NKMMSOHED.MSIR /ifs (TOP OR BOTTOM) S ��� CEIIIN Fl00RMWM5ELT10N - ,. tl H {TOP OA BOTTON) - t tr r ````111111 IlI l/7r7//'' ANCHOR SPACING (FOR SCHEDULE 1 - HVHZ & NON-HVHZ): NKA ''•o 2"CLEAR PANELS EDGE DISTANCES AS NOTED = 01 �- G Suns U_To 3'-4"140') Soans Up To 7'-0"(84'1 Spans U T 11-0" 132") EDGE DISTANCES AS NOTED ro LOAD �i CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE G spare Up To 3'-4"(40'1 Spans Up To T-0"(84') ns I'-Q" 13 S ANCHOR (psr) OF =; o LOAD CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE _ Cl 2. C3 Cl 2. 2. 2 2. 0. !� O ppcc ANCHOR (ps!) 1/4'ITW TAPCON WITH 1-3/8'THREAD 21 12,0" 12.0" 12.0" 12,0" 12.0" 12.0" 12,0" 12.0" 10.0" x fn Cl 2. C3 Cl C2 C3 Cl C2 C3 21 12.0" 12.0" 12.0" 12,0" 12,0" 12.0" 12.0" 12.0" 12.0" PEN,AND 3/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 110" _ 1/4'ITN TAPCON WITH 1-3/4'EMBED AND (G•0.42 MIN) 41 12.0" 12.0" 12.0" 12.0" 12.0" 8.0" wT L 1-1/2"MIN,EDGE DISTANCE(3192 psi MIN 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" c1 51 12.0" 12.0" 12.0" ncx4 N®€ttla +s CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" tl-'�"'�'� SNE2rtlrMsmLLp3G- 51 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" at= FlLa,SMALL aENMNw 1/4'ELCO ULTRACON WITH 1-3/8'THREAD 21 12.0'• 12.0" 12.0" 12,0" 12.0" 12.0" 12.0" 12.0" 10,0" wain FF TMT.0=_o 60 12.0" 12.0" 12.0" / porkoTCONla powNYNr PEN.AND 3/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12,0" 12.0" 11.0" w NCTt4NRpwp s NO 1/4'ELCO ULTRACON WITH 1-3/4"EMBED 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" (G-0,42 MIN) 41 12.0" 12.0" 12.0" 12.0" 12.0" 8.0" 4ZWAL 1D,tr T1 ms.xo AND 1'MIN.EDGE DISTANCE(2846 psi MIN 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" iGRn51CIIfrwm NaNELR1 q.� 51 12.0" 12.0" 12,0" ooans s,¢er Oo®ROT CONCRETE) q--� 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" Mfr L ME�ta l 51 12.0" 12.0" 12.0" fi0 12.0" 12.0" 12.0" ouawu 6iaulVnEasek 60 12.0" 12.0" 12.0" 1/4'ELCO PANELMATE(FEMALE,MALE,or 21 12.0" 12.6" 12.0" 12.0" 32.0" 12.0" 12.0•' 12.0" 12,0" TMts s {Y PLUS)W/1-7/8'EMBED AND 3/4•MIN. 31 12.0'• 12.0" 12.0" 12.0" 12.0" 12.0" 1 ED F 1/4'ELCO PANELMATE(FEMALE,MALE,or 21 12,0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" EDGE DISTANCE(G-0.54 MIN.) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" Z N O $ KW PLUS W/2"EMBED AND 2-1/2"MIN.EDGE 31 12.0" 12.0" 12.0" 12.0" 12,0" 12.0" 51 12.0" 12.0" 12.0•' 5- 60 W m G Y id DISTANCE(3350 psi MIN CONC) 41 12.0" 12.0" 12.0" 12.0" 12.0•' 12.0" .F m 0 �L 51 32.0" 12.0" 12.0" O 60 1z.0" 1x.o" 1z.o" oi,.J 8 'I` 0 1/4'TTW TAPCON STORM GAURD W/1-3/4' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 10.0" O. 60 12,0" 12.0" 12.0" WU1 U 1/4'ITW TAPCON STORM GAURD W/1-3/4' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 3 EMBED AND 1-1/4•MIN.EDGE DISTANCE 31 12.0'• 12.0" 12.0" 12.0" 12.0" 11.0" z .rc EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" 12,0" 120" 12.0" 12.0" 12.0" (G-0,42 MIN) 41 12.0" 12.0" 12.0" 12.0" 12.0" 8.0" Z� U s * 51 12.0" 12.0" 12.0" Q O (3295 psi MIN CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" _ ST. 12.0" Iz.O" 12.0" 60 12.0" 12.0" 12.0•• fi a r 12.0" 12.0" 1/4-20 PANELMATE INSERT WITH 1-5/8' 21 12.0" 12.0" 12.0" 12.0" 12,0" 12.0" l2.0" 12.0" II.S'EMBED AND 3/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" u 60 12.0" LU C z 1/4-20 ALL POINTS SOLID-SET WITH 7/8' 21 12.0" 12.0" 12.0" 12,0" 12.0" 12.0" 12.0" 12,0" 12.0" (G-0.42 MIN.) 41 12.0" 12.0" 12.0" 12.0" 12.0" 9.0" EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12,0" ..LL p-p 51 12.0" 12,0'• 12.0" W W W (3 000 psi MIN CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12,0" 10.0" T 410 60 12,0" 12,0" 12.0" O Lu i0 51 12.0" 12.0" b p 60 12.0" 12,D" 12.0" MIN WOOD OR LAG SCREW WITH EDGE 21 12,0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12,0" MIN THREAD PEN.AND 3/4'MIN.EDGE 31 12.0" 12.0" 12.0" 12.0" 12,0" 10.5" , DISTANCE(G-0.42 MIN.) 41 12.0" 12.0" 12.0" 12.0" 12.0" 7.5" 60 1 12.0" 1 12.0- 11.0" j p'w EDGE DISTANCES AS NOTED 0. �+ o G LOAD Spans Up To 3'-4"(40') Spans Up To 7'-0"(849 Spans U To Il'-0" 132• ANCHOR NOTES: =. 8> e 0 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE !n Z K 4 = ANCHOR (psi Cl C2 C3 Cl C2 C3 Cl C2 C3 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM -I p Gi 9 �I 1/4'ITW TAPCON WITH 1'EMBED AND 2' 21 12.0" 12.0" 12,0" 12,0" 12.0" 11.0" 12.0" 12.0" 7,0" ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE v S w as MIN.EDGE DISTANCE(1900 psi MIN CMU) 31 12.0" 12.0" 12.0" 12.0" 12.0" 7.5" SHALL APPLY. F 41 12.0" 12.0" 12.0" 6.0" 9.5" S.S' 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXISTING STRUCTURE MATERIAL, m p� 51 12.0" 12.0" 9.5'• ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND � m m t00 U--�� 60 12,0" 12.0" 8.0" SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION-TYPE BASED ON APPROPRIATE ry '� ¢ G 1/4'ELCO ULTRACON WITH 1-1/4'EMBED 21 12.0" 12.0" 12.0" 12.0" 12.0" 11.0" 12.0" 12.0" 1.0" MOUNTING CONDITION(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE). e 3 4 AND 1'MIN.EDGE DISTANCE(1900 051 MIN 31 12.0" 12.0" 12.0" 12.0" 12.0" 7.5" 3. 'PANEL FASTENERS"ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS('F"-TRACK, O CMU) 41 12.0" 12.0" 12.0" 6.0" 11.5' S.5" STUDDED ANGLE,ETC.).-PANEL FASTENERS"SHALL BE SPACED AT 12'O.C.ALL END PANEL HOLES SHALL HAVE d--�-� 51 12.0" 12.0" 9.5" PANEL FASTENERS,TYP. 60 12.0" 12.0" 8.0" 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 5. HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C9D BLOCK. O 1/4'ELCO PANELMATE(FEMALE,MALE,pr 21 12.0" 32.0" 12.0" 12,0" 12.0" 12.0" 12.0" 12.0" 11.0" - gpg 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. B f 4' PLUS W/1-1/4'EMBED AND 2•MIN.EDGE 31 12,0" 12,0" 12.0" 12.0" 12.0" SI.S' a 9 ffiE �7 DISTANCE(2000 psi MIN CMU) 41 12,0" 12.0" 12.0" 12.0" 12.0" 9.0" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY 7R 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. MSW, WALL FINISHES SHALL BE LIMITED TO 1/4" TRANSFER 60 12,0" 12.0" '• @@ � � p * LOADS TO HOST STRUCTURE. 12,0 6 , 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY. �y 3 1/4-20 ALL POINTS SOLID-SET WITH 7/8' 21 12.0" 12.0" 12.0" 12.0" 12.0" 11.5" 12.0" 12,0' 7.0" 9. WHERE EXISTING STRUCTURE 1S WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT 8 Sa Rp 0 EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 7.SFASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS $ -1 (1800 ps7 MIN CMU) 41 12.0" 12.0" 12.0" 12.0" 12.0" 5.5" ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. N 97 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER yg OF NOMINAL 2'X 4"(MIN.)WOOD STUD(3'4"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD d S SHALL BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. ® IyyyL gg� 11. REMOVABLE ANCHORS ARE: ELCO PANELMATE,ALL-POINTS SOLID-SET. 12. MACHINE SCREWS SHALL HAVE 1/2'MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O. 5 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. p1R O161H�"O vmPa9 Z+ 14,fZ7J DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1$-6492 15.* DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. satetNTS UNLESS NOTED ' 17. PROVIDE KEYHOLE WASHER FOR 1/4-20 SIDEWALK BOLTS(OR TRUSS HEAD SCREWS) v6 i a a i 77/ FAANKL BENNARW,P,E OENN Et00{6599 EDGE DISTANCES AS NOTED �)" ••••' ANCHOR SPACING (FOR SCHEDULE 2 - NON-HVHZ ONLY): _ LOAD Spans U To 3'-'San U 7o 7'-"Soars UO To 12'-0" �l '�,\GE"s Cl 2'CLEAR PANELS _ ANCHOR (PsT) CONN TYPE CONN TYPE CONN TYPE 01 04 EDGE DISTANCES AS NOTED 35 12.0" 1 0" 12.0" 122.0" 12.0" 12Cl I 20" 1� "D PEO LEN AN 3/4'MI WITH E DIS THREAD a o ars o PEN,AND 3/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" _*I ;;�LU- LOAD CONN TYPE CONN TYPE CONN TYPE (G-0.42 MIN) 45 12.0" 12.0" 12.0" 12,0" O ANCHOR (psn "O•' OF Tp¢ s CI C2 CI C2 CS C2 50 12.0" 12.0" 12.0" 12.0" EllTE o as 1/4'ITW TAPCON WITH 1-3/4' 35 12.0° 12.0" 12.0° 12.0" 12.0" 12.0'• q 5S 12.0" 12.0" 1,0" 12.0" 'i�0�•., FLOP\OP:•' • 1 sws EMBED AND I-1/z'MIN,EDGE 40 12.0" 12.0" 12.0" 12.0" H--'�� 60 12,0" 12.0" 12.0" 12.0" /� 5N�1 TMS C NCRETE) 2psi MIN 50 12.0" 12.0" 12.0" 124" PEN.AND3/4'MIN.EDGEDISTANCE THREAD 40 124" 12.0' 12.0" 12.0" 12.0" 12.0" '�YFSS1ONAL�,��e��.nN. p_,,,.,�,@ 55 12.0" 12.0" 12.0" 124" (G-0.42 MIN) 45 12.0" 1.0" 12.0 12.0" ww ornaj DDaMeNr ID 1�: -�' 60 12.0" 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0" 12.0" AN.SmivaCOoiinw[neDIsm 1/4'ELCO ULTRACON WITH I-3/4' 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 55 12.0" 12.0" 12.0" 12.0" a4M15 sneRoown�I EMBED AND 1'MEN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" 12.0" mrr4w 11N uomlus ON (2846 psi MIN CONCRETE) 45 12.0" 12.0" 12.0" 12.0" M 1/4'ELCO PANELMATE(FEMALE,MALE,or 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" mms ���m a . q� 50 12.0" 12.0" 12.E 12.0" PLUS)W/1-7/8'EMBED AND 3/4'MIN. 40 12.0" 12.0" 12.0" 12.0" 5 ''1n1 Er- 55 12.0" 12.0" 12.0° 12.0" EDGE DISTANCE(G-0.54 MIN.) 45 12.0" 12,0" 12.0" 12.0" •U W N _ 60 12.0" 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0" 12.0" Z . W 1/4'ELCO PANELMATE(FEMALE, 35 12.0" 12.0" 12.0" 12,0" 12.0" 12,0" O 55 12.0" 12.0" 12.0" 12.0" �' W m-�L MALE,or PLUS)W/2'EMBED AND 40 12.0" 12.0" 12.0" 12.0" O 60 12.0" 32.0 12.0" 12.0" 2-1/2'MIN.EDGE DISTANCE(3350 45 12.0" 12.0" 12.0" 12.0" O 1/4'ITW TAPCON STORM GAURD W/1-314' 35 12.0" 12.0" 12.0" 12.0" 12.0" 32.0" - Z psi MIN CONC) 50 12.0" 12.0" 12.0" 12.0" 3 EMBED AND 1.1/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" Z 111 D W U 55 12.0" 12.0" 12,0" 12.0" (G-0.42 MIN) 45 12.0" 12.0" 12.0" 124" rr�n1� �� a 6� V 60 12.0" 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0•' 12.0" u 4:m$ Is a 1/4'ITW TAPCON STORM CVLURD W/ 35 12.0" 12.0" 12.0" 12.0'• 12.0" 12.0" * 55 12.0" 12.0" 12.0" 12.0" Z t 0 1.3/4'EMBED AND 1-1/4'MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" 12.0" W p.�i DISTANCE(3295 psi MIN CONCRETE) 45 12.0" 12.0" 12.0" 12.0" 1/4.2D PANELMATE INSERT WITH 1-5/8• 35 12.0" 12.0" 12.0" 12.0" 12.0" 11.5" 0L 50 12.0" 12.0" 12.0° 12.0" EMBED AND 3/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" Iq C d w 55 12.0" 12.0" 12.0" 12.0" (G-0.42 MIN.) 45 12.0" 12.0" 12.0" 12,0" 0 W r, 60 12.0" 12.0" 12.0" 12.0" p�,�((((( 50 12.0" 12.0" 12.0" 12.0" 4 12to O 1/4-20 ALL POINTS SOLID-SET 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" * 11'40811' S5 12.0" 124" 12.0" 12.0" WITH 718"EMBED AND 1-1/4' 40 12.0" 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" 11.5" c MIN.EDGE DISTANCE(3000 psi 45 12.0" 12.0" 12.0" 12.0" 1/4'WOOD OR LAG SCREW WITH 1-3/8' 35 12.0" 12.0" 12.0" 12.0" 12.0" 11.5' J m MIN CONCRETE) 50 12.0" 12.0" 1.0" MIN THREAD PEN.AND 3/4'MIN.EDGE 40 12.0" 12.0" 12.0" 12.0` q 55 12.0" 12.0" 12.0" 12.0" DISTANCE(G-0.42 MIN.). 45 12.0" 12.0" 12.0" 12.0" -� WO 1q� lldd 60 12.0" 32.0" 32.0" 12.0" 50 12.0" 12.0" 12.0" 12.0" ? 0 55 12.0" 12.0" 12.0" 12.0° U.pg l7 0 6o 12.0" 12.0" 12.0" 11.5" 4 40 n w a _ EDGE DISTANCES AS NOTED ANCHOR NOTES: Q ;W G Spans U o 3'-0 a s U To T-D"Spans UD To 121-01- LOAD 2-0'LOAD CONN TYPE CONN TYPE CONN TYPE 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE Z A o ANCHOR (Pst) ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. OI m = Cl u c1 a Cl n 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXISTING STRUCTURE MATERIAL,B v 3 0 1/4'ITW TAPCON WITH 1•EMBED 35 12.0" 12.0" 6.0" 11.5' 6.0" 6.0" ANCHOR TYPE.SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND AND 2'MIN.EDGE DISTANCE(1900 40 12.0" 12.0" 6.0" 10.0" SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.THIS SHEET APPLIES TO CONNECTION TYPE"Cl'AND'CZ' D psi MIN CMU) 45 12.0" 12.0•' 6.0" 9.0" ONLY(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE).-H°HEADER AND'U" n o Y� SD 12.0" 12.0" fi.0" B.0° HEADER OPTIONS ARE NOT APPLICABLE FOR THESE TABLES. q___� 55 12.0" 12.0" 6.0" 7.0" 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. m H-- 60 12.0" 12.0" 6.0" 6.0" 4. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. -c 1/4'ELCO ULTRACON WITH 1-1/4' 35 12.0•' 12.0" 12.0" 12.0" 6.0" 7.0" S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7! EMBED AND 1•MIN,EDGE DISTANCE 40 12.0" 12.0•' 12.0" 12.0" 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. g Y (1900 psi MIN CMU) 45 12.0" 12.0" 6.0" 1WALL FINISHES SHALL BE LIMITED TO 1/4"MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS ' 50 12.0" 12.0" 6.0" 9.5" TO HOST STRUCTURE. q__.� 55 12.0" 12.0" 6.0" 8.S' 7. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY. E 60 12.0" 12.0" 6.0" 7.0" B. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFYTHAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS L/4'ELCO PANELMATE(FEMALE, 35 12.0" 1L0" 12.0" 12.0" 12.0" 11.0" ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. MALE,or PLUS)W/1-U4'EMBED aD 12.0" 12.0" 12.0" 12.0" .9. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER OF E a@ O AND 2'MIN.EDGE DISTANCE(2000 45 12.0" 12.0" 12.0" 12.0"' 4 W g 09 psi MIN CMU) 50 12.0" 12.0" 12.0" 12.0^ NOMINAL 2"X 4°(MIN.)WOOD STUD(3/i EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL O BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. v 55 12.0" 12.0" 12.0" 12.0'• 10. REMOVABLE ANCHORS ARE: ELCO PANELMATE,ALL-POINTS SOLID-SET. 3 60 12,0" 12.0" 12.0" 11.0" 11. MACHINE SCREWS SHALL HAVE 1/2"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY O 1/4.20 ALL POINTS SOLID-SET WITH 35 12.0" 12.0" 12.0" 12.0" 6.0" 8.5" HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O. 7/8'EMBED AND 1.1/4'MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" 12. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. "��t1°°�� = DISTANCE(1800 psi MIN CMU) 45 12.0" 12.0" 12.0" 12.0' 13.®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 18-6492 50 12.0" 32.0" 6.0" 11.0" 14. * DIRECT MOUNTING CONDITIONS. q -1 55 1L0" 12.0" 6.0" 10.0" 15, LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. SCALE:NIS UNLESS NOTED a't�U 60 12.0" 124" 6.0" 8,5' 16. PROVIDE KEYHOLE WASHER FOR 1/4-20 SIDEWALK BOLTS c