The URL can be used to link to this page

Home My WebLink AboutBuilding Permit Application ALLAPPLICABLE WO AfiUST$E COMPLUM Foat PTO WAC&PtM -Date: Per�itAi�tnle: 10r) .0109 jjPe Planning an Ion Building and t?i?gr�lri t?ivisi_an =`_ - l 2300 I irginiaAvenue,Fort4Piette Phone.{772}462-1553 Fax:M 4621578 '.iCommerdal Residential PERMIT APPLICATION FOR: To Select frn dkopbox,Nick avow ate end of line •sue- ::�.-:-�. i �! - "aaaress;�`? ��sa S ©ctAW �i� �•QlZ,1 _ - I - - - -- Legal Description:- � �j �L h1 9 l� 1Vev ' Property Tax i©#: ZZ - 4001 o L4-7. (P !I Lot No. See Plan Fame: A46 Block No. j Project Name-, '! 't Setbacks Front' Sack: ;Right Side- Side: A' p -f51 NO _ Me Homon wo tt1 Under t5 aP ' 13HVAC 3, - —Gas Tank _ _S�cires _w'sdows/DgorsasPiin Roof Roof BchOlectric 0-FEumbing 01 Ge eator . Total Sq..Ft-of Construction:, J Sq.Ft of first Floor: cost of Co ctorr..$ Z 9 v ies jSew Se tie g iir ing-Eieight.- a •NameP►�� CGT1" 1 PeipxA �ff 11 x "Ad'dress: l�__`? C�c.�or�. Y�.:rc` 4 Cariiany �ILaw 's.€€iriee Cez �-CC k St2te: AL PFO-B!Vc 9 3 Address: n- zi�. ode: 3�fi9 �""�_,�. Fax: ; a :_ Zip Code:�(32$78- 893 Fax Phone 0- R { E-Mail: Mope t0c l Fill in.fee Si�ra(� rMe-HoWes an neA page[if LQEww�ils -{/Owoa, from the owner listed-above) t l Staie or Co -ianse C 1 1? f vaiue o#tonamcdon is$Ma"rnorwad3ECe>f _..... s. _ - - : . _ - pESIGNE ENG� TEE61::: Not Applicable' TGA�E CONlPAI�Y• l of Applicable N- mia Name:. Name: Address: o'•4-0 9W*%^ IN • I Address: f CRY= ' °'-i)rr3ie: . ' State: City- i State: Zip: Phone. I Zip: i Phone: FEE'SIMPLE€T- ITLE NO1Li3M -_,V,Not Applicable BONDING dOMPANY: of Applicable Nam' ' r Name: Address: Address: city- City-,— Phone: Zip: Phone: li i certify that no worts or installation has cbrnmenoed prigr to the issuance of a pet nit St Lucie county makes no representation that is granting a permit will authorize"he permit holder to build the subject structure which is in conflictv&h any applicable Home Owners Association rules,bylaws oiland covenants that may.restrict or prohibit such structure.Please consult with your Home Owners Association and review your d'I d for any restrictions which may apply- in consideration of the granting of this requested permit,I do hereby agrae that f "sll,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie " unty Amendments. 1: The following building permit applications are exempt ft'om undergoing a full con,''currency review:room additions, accessory structures,swlrngmtng pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your fail:ire to Record al Notice of Commencer ent exult in your paying twice for improvements to your property.A Notice of 0mrnencern2nt'mu be r rd and on the jobsite . before the first inspectirrdijn u intend to obtain financing,consuu Fen or alto ey, before commencing worts or reour Notice of?Commencernent; (J I i s 5ignature of r/Lessee/Contractor erit for Ouv i �Sigiature tractor/Ucense•Hoider r . STATE'OF RIDA ! STATE O LOR,IOA .COiJ9 F COO e 1 �' Tile forgot nstrurnent was acknowledgert before me . The forgo i entwas.admowledged before me i I ed by this ay o 20 Eby , this day' of Pe�raCafaro Pe�ACafaMI (Dame of person acknowledging) I' (Name of personAccknowledging) ign re of-ty 0bblic=Sta a of Florida) ; ! { Egnature t,Tf ctary Pubfic Skate Florida) PersonaltyK own. X OR Produced identificatioh Personally �I&wa X OR Produced Identification Type of identification ,; Type of.Identification'Produced Nota<YP o€t i Commission No r3 ,g, Karl M sSisa7 Commission I too. tea �eaf�;aa A Ft I Revised 07/15/2014 - I REVIEWS FRONT ZONING SUFERVISOR � FLANS ;I VEGI:IATION SEATURTLE :MANGROVE 'COUNTER REVIEW AIMEW REVIEW REVIEW REVIEW REVIEW DATE ! +I COMPLETE INITiA15 !. / SCE 7-16 Design Wind Loads ' wind speed V= 170 mph E�� S�Q Exposure" " - For Wall Components Ft'C1adc�in� Ke= to /aSD Load Combination CoefF:0.6 -�•'' Wind Pressures[psf]For use with Allowable Stress Design . KZt= 1.0 Kd= 0.85 Enclosed Bldg GCpi= 0.18 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least' Triburary.area at least Tribu area at,least Triburary area at least Triburary area at least Mean 10 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft sq ft 40 sq ft 50 sq ft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone.S Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height Interior Corner Interior Corner (I nterior) Corner Interior Corner Interior Corner Interior, Jgmpen6 (interior) Corner Interior Corner up to: + I - + I - + - + - + - + - + I - + + I - + - + ' + I ocN + - + I - + I - + I - 15 ft +45.9-49.8 +45.9-61.4 +44.7 48.5 +44.7-59.0 +43.8=47.7 +43.8-57.3 +43.1-47.0 +43.1-56.0 +42.6-46.5 +42.6-54.9 +42.1-46. +42. -53,9 +41.7-45.6 +41.7-53.2 +41.1-45.0 +41.1-51.8 16 ft +46.4-50.3 +46.4-62.1 1 +45.2-49.1 +45.2-59.7 1 +44.3-48.2 +44.3-57.9 +43.6-47.6 +43.6-56.6 +43.1-47.0 +43.1-55.5 +42.6-4p +42. 354.6. +42.2-46.1 +42.2-53.8 +41.5-45.5 +41.5-52.4 17 ft +46.9-50.9 +46.9-62.8 1 +45.6-49.6 +45.6-60.3 1 +44.8-48.7 1 +44.8-58.5 +44.1-48.1 +44.1-57.2 +43.5-47.5 +43.5-56.1 +43.1-47.0 +4�-55.1 +42.7-46.6 .+42.7-54.3 +42.0-45.9 1 +42.0-53.0 18 ft +47.3-51.4 +47.3-63.4 +46.1-50.1 +46.1-60.9 +45.2-49.2 +45.2-59.1 +44.5-48.5 +44.5-57.8 +44.0-48.0 +44.0-56.6 +43.5-47..5 -55.7 +43.1-47.1 +43.1-54.9 +42.4-46.4 +42.4-53.5 20 ft +48.2-52.3 +48.2-64.6 +47.0-51.0 +47.0-62.0 +46.1-50.1 +46.1-60.2 +45.4-49.4 +45.4-58.8 +44.8-48.9 +44.8-57.7 +44.3-48.4 ' +44.3-56.7 +43.9-48.0 +43.9-55.9 +43.2-47.3 +43.2-54.5 22 ft +49.0-53.2 1 +49.0-65.6 +47.7-51.9 +47.7-63.1 +46.8-51.0 +46.81-61.2 +46.1-50.3 +46.1-59.8 +45.5-49.7 +45.5-58.6 +45.0-49.2- +45.0-57.7 +44.6-48.8 +44.6-56.8 +43.9-48.1 +43.9-55.4 24 ft +49.8-54.0 +49.8-66.6 +48.5-52.7 +48.5-64.0 +47.5-51:8 +47.5=62.2. '+46.8.-51.0 +46.8-60.7 +46.2-50.4 +46.2-59.5 +45.7-49.9 +45.7-58.5 +45.3 49:5 +45.3-57.7 +44.6 48.8 +44.6-56.2 25 ft +50.1-54.4 +50.1-67.1 +48.8-53.1 +48.8-64.5 +47.9-52.1 +47.9-62.6• +47.1-51.4 +47.1-61.2 +46.6-50,8 +46.6-60.0 +46.0-50.3 +46.0-59.0 +45.6-49.9 +45.6-58.1 +44.9-49.1 +44.9-56.6 26 ft +50.5-54.8 +50.5-67.6. +49.1-53.4 +49:1-64.9 +48.2-52.5 +48.2-63,0 +47.5-51.7 +47.5-61.6 +46.9-51.1 +46.9-60.4 +46.4-50.6 +46.4-59.4 +45.9-50.2 +45.9-58.5 +45.2-49.5 +45.2-57.0 28 ft +51.1-55.5 +51.1-68.5 +49.8-5.4.1 +49.8-65.8 +48.8:53.2 +48.8-63.9 •+48.1•-52.4 +48.1-62.4 +47.5-51.8 +47.5-61.2 +47.0-51.3 +47.0-60.1 +46.5-50.9 +46.5-59.2 +45.8-50.1 +45.8-57.8 30 ft +51.7-56.1 +51.7-69.3 .+50.4-54.8 +50.4-66.j& .+49.4-53.8 +49.4-64.6• +48.7-53.0 +48:7-63.1 +48.1-52.4 +48.1-61:9 +47.5-51.9 +47.5-60.9 +47.1-51.5 +47.1-60.0 +46.3-50.7 +46.3-58.5 32 ft +52.3-56.8 +52.3-70.1 +51.0-55.4 +51.0-67:3 '+50.0-54.4 +50.0-65.4 +49.21-53.6 +49.2-63.8 +48.6-53.0 +48.6-62.6 +48.1-52.5 +48.11-61.5 +47.6-52.0 +47.6-60.6 +46.9-51.3 +46.9-59.1 34 ft +52.9-57.4 1 +52.9-70.8 +51.5-56.0 +51.5-68.0 1 +50.5-55.0 '-+50.5-66.0 +49.7-54.2 +49.7-64.5 +49.1-53.6 +49.1-63.3 -448,6-53.1 •+48.6-62.2 +48.1-52.6 +48.1-61.3 +47.4-51.8 +47.4-59.7 35 ft +53.2-57.7. +53.2-71.2 +51.8-56.3 +51.8-68.4 +50.8-55.3 +50.8-66.4 +50.0-54.5 +50.0-64.8 +49:4-53.9. +49.4-63.6 +48.8-53.3 +48.8-62.5 +48.4-52.9 +48.4-61.6 +47.6-52.1 1 +47.6-60.0 6 36 ft +53.4-57.9 +53.4-71.5 +52.0-56.5 +52.0-68.7 +51.0-55.5 +51.0-66.7. +50.2-54.8 +50,2-65.2 +49.6-54.1 +49.6-63.9 +49.1-53.6 +49.1-62.8: +48.6-53.1 +48.6-61.9 +47.8-52.4 +47.8-60.3 38 ft +53.91-58.5 . +53.9-72.2 +52.5-57.1 +52.5-69.4 +51.5-56.1 +51:5=67.3 +50.7-55.3 +50.7-65.8 +50.1-54.6 +50.1-64.5 +49.5-54.1 .+49.5-63.4 +49.1-53.6 +49.1-62.5 +48.3-52.8 +48.3-60.9 40 ft +54.4 1-59.0 +54.4-72.8 +53.0-57.6 +53.0-70.0 +51.9.-56.6 +51.9.-67.9 +51.2-55.8_ +51,2-66.4 +50.5-55.1 +50.5-65.1 +50.0-54.6 +50.0-64.0 1 +49.5-54.1 +49.5-63.0 +48.7-53.3 +48.7-61.5 42 ft +54.9-59.5 +54.9-73.5 +53.4-58.1 +53.4-70.6 1 +52.4-57.0 +52.4-68.5 +51.6-56.2 +51.6-66.9 +50.9-55,6 +50.9-65.6 +50.4-55.6 +50.4-64.5 +49.9-54.6 .+49.9-63.6 +49.1-53.8 +49.1-62.0 44 ft +55.3-60.0 +55.3-74.1. +53.9-58.5. +53.9-71.1 +52.8-57.5 +52.8-69.1' +52.0-k7' +52.0-67.5 +51.4-56.0 +51.4-66.2 +50.8-55.5 +50.8-65:1 +50.3-55.0 +50.3-64.1 +49.5-54.2 +49:5=62.5 45 ft +55.5-60.2 +55.5-74.3 +54.1-58.8 +54.1-71.4 +53.0-57.7 +53.0-69.3 +52.2-56.9 +52.2:67.7 +51.6-56.3 +51.6-66.4 +51.0-55.7 +51.0-65.3 +50.5-55.2 +50.5-64.3 +49.7-54.4 +49.7-62.7 59.0 +54.3-71.7 +53.2-58.0 1 +53.2-69.6 +52.4-57.1 +52.4-68.0• +51.8-56.5 +51.8-66.7 +51.2-55.9 +51.2-65.6 +50.7-55.4 +50.7 64.6 +49.9-54.6 +49.9-63.0 46 ft +55.7-60.5 4:55.71-74.6 +54.31- 48 ft -+56.2-60.9 +56.2-75.2 +54.7-59.4 +54.7-72.2 +53.6-58.4 +53.6-70,1 +52.8-57.6 +$2.8-68.5 +52.1=56.9 +52.1-67.2 +51.6-56.3 +51.6-66.0 +51.11-55.9 +51.1-65.1 +50.3-55.0 -+50.3-63.4 t )+56.6-61,3 +56.6-75.7 +55.1-59.9 +55.1-72.7 1 +54.0-58.8 +54.0-70.6 +53.2-58.0 +53.2-69.0 +52.5-57.3 +52.5-67.6 +51.9-56.7 +51.9-66.5 +51:'5-56.3 +51.5-65:5. +50.6-55.4 +50.6-63.9 I Sift +56.9-61.8 +56.9-76.2 +55.4-60.3 +55.4-73.2 +54.4-59.2 +54.4.-71.1. +59.5-58.4 +53.5-69.5 +52.9-57.7 +52.9-68.1 +52.3-57.1 +52.3-67.0 +51.8-56.6 +51.8-66.0 +51.0-55.8 +51.0-64.3 54 ft +57.3-62.2 +57.3-76.7 +55.8-60.7, +55.8-73.7 +54.7-59.6 +54.7-71.6 +53.9-58.8 +53.9-69.9 +53.2-58.1 +53.2-68.6 +52.6''-57.5 '+52.6-67.4r' .+52.2'-57.0 +52.2-66.4 +51.3-56.2., +51.3-64.8 1 55 ft +57.5I-62.4 1 +57.5-77.0 +56.0.'60.9 +56.0-74.0 +54.9-59.8 +54.9-71.8 •+54.1-58.9 +54.1-70.1 +53.4-58.3 +53.4-68.8 +52.8-57.7 +52.$-67:6 :+52.3-57.2 +52.3-66.6 +51.5=56:4. '+51.5-65.0 56 ft +57.7-62.6 +57.7-77.2 +56.2-61.0 +56.2-74.2. +55:1-60.0 +55.1-72.0 +54.2-59.1 +54.2-70.4 +53.6-58.4 +53.6-69.0 +53.0-57.4 +53.0-67.8 •.+52.5-57.4 +52.5,66.8 '+51:6 56 5-=. +51:6-65,2 1 58 ft +58.0-63.0 +58.0-77.7 +56.5-6114 +56.5-74,6 +55.4-60.3• +55.4-72.5• +54,6-59.5 +54.6-70.8 +53.9-58.8 +53.9-69.4 +53.3-58.2 +53.3 7681.3 +52.8-57.7 +52 8 67 2 +52 04 SE 9 - +52 0 p65.6 60 ft` +58:4-63.3 +58.4-78.2 +56.8-61.8 +$6.8-75.1 [ r 5.7-60 +55.7-72.9 +54.9-59.8 +54.9-71.2 +54.2-59.2 +54.2-69.8, +53.6-58.6 +53.6-68 +53.1=58.1 +53 1 67`6 +57 3 b7 2,. 2� 66:0 In •Design conforms to the Florida Building Code 7th Ed(2020). •Wind Speed noted above Is ultimate design wind speed(3-second gust). •Zones.4&S("interior"and.:'dorner"zones,respectively)are as shown to a `^a Valld'only WI h"e Inee�'s �+ •Tabulated design wind loads are based on ASCE 7-16 specifications for Plus +&minus ' g p (j (-)signs signify pressures acting toward and away the right,where the dtmensldn"a"is the minimum of 10%of the building's ,�%•.,-<;�:,,, '''" ' I- - ate'signature;- rais components and cladding based on design criteria as noted hereto. the eMerior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less b,T:.=i: -r -. .cc-�.,,,�.:•, _T •Where this document Is used for permit,applicability of design criteria •Where"Mean averse Roof Height"cannot be determined,peak of..TIi`air.T-O"or 4%of the least horizontal dimension. I.V e;-1".`'--'.•,'`�' '4 Z P PP LY g (average)J g [o i rye I. J noted hereirf'(Bdsie Wind Speed;Exposare CateggM"RIsk Cat6goty,eteJ height shall 6e'uied;ex"ee`df kh'a't eaveTielght shall be�used for roof angle •This specification Is valid only for use with structures NOT located In the -5 F � i 5 l `f shall be verified by the contractor&building official prior to construction, less than or equal to 10°. Round up to values shown upper one-half of an Isolated hill,ridge or escarpment,&below 1000'elev. ""` IY •This specification may be used in conjunction with'engineering under •Wind pressures are applicable 1.all bulldtng floors. •This specification Is valid for use with buildings of any Risk Category, '- °+•- � -fir: ':=-'°'-•'/. .r,r�"'_,.✓5 . ElieHelght- s_, r•• • LL1 separate certification(by this engineer.or by others)using Allowable Stress Tabulated wind pressures are valid for all roof slopes;no reduction for Including essential facilities and buildings or other structures that `r;, Z Design ASD, roof slope s 10°•has been considered. represent a substantial hazard to human life In the event of failure. Mean Roof Ft �y ChrlSti2n Laflgle PE Ll.l g ( ) PPeak Hel ht •Refer to the above-noted ASCE 7 standard for descriptions and, •Tributary Area rioted In table(effective wind area)Is equal to the •Design is based on structure classification as Enclosed Bldg e- - ! C -#31124 U /FE:PE*67382:` definitions of all design criteria. minimum of[height x width]or[ht x ht/31.Round down to values shown. 1200 N Federal Hwy,#200,Boca Raton,Fl.33432 Copyright©2021 Easy Seals rev 03/21 ;.;,, �OCf•NO.:•A1, `17UU ' �'Tcv lows AP c,J _ O - S . ccw�cuy J itlG► t 3 Alle 7/1/2021 Florida Building Code-Online BCIS Home Log In User Registration I Hot Topics ? Submit Surcharge t Stats&Facts j Publications Contact Us 9 BCIS Site Map I Links Search �.- ,, Product Approval� :'USER:Public User �N Product Approval Menu>Product or A pplication Search>Application List>Application Detail P FL# FL1670 - Application Type Revision Code Version 2020 Application Status A :::�) rov Comments Archived ?' Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Servic�/vn /,® 0 f 7 Address/Phone/Email 3737 Lakeport Blvd.' VIL't / CJ Klamath Falls, OR 97601 d'1oDe WED F (800)535-3936 sill I� customerserviceagents@jeld-we�G�■ �� ®�PL1ANCE Quality Assurance Representative �7 {�1E �®ulyry Address/Phone/Email socc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies File y� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. u. Validation Checklist- Hardcopy Received Certificate of Independence FL16708 R13 COI COI JW SS 2015-04-27.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16708 R13 Equiv 23549-1 Eauivalency of ASTM E84-13a and ASTM E84-16•pdd https://floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TudWOg6cFUIGz%2bYuNViQ9olAo7zp34bbWg%3d%3d 1/3 ' 4 7/1/2021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/03/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/16/2020 Date Approved 12/15/2020 Summary of Products F Model,Number or Name Description 16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HZ:Yes FL16708 R13 II 16708.1 SS 2019-10-Ol.odf Approved for uC.Yes i HVHZ: Yes Verified By: Hermes F. Norero, P.E.73778 Impact Resista Created by Independent Third Party: Yes Design Pressu Evaluation Reports Other: FL16708 R13 AE PER4663.2 SS 2019-10-Ol.pdf Created by Independent Third Party: Yes 16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13 II 16708.2 SS 2019-10-Ol.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F Norero, P.E.73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R13 AE PER4438.3 SS 2019-12-13.odf Created by Independent Third Party: Yes 16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13 II D015727-DP SP OPQ LMI HHVZ XO FBC SS Approved for use outside HVHZ: Yes 2019-12-12.pdf Impact Resistant:Yes Verified By: Hermes F. Norero, P.E.73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R13 AE PER4664.2 SS 2019-10-Ol.pdf Created by Independent Third Party: Yes 16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13 II D015705- DP SP GLZ LMI HVHZ XO FBC SS Approved for use outside HVHZ:Yes 2019-12-12.pdf Impact Resistant:Yes Verified By: Hermes F. Norero, P.E.73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R13 AE PER4440.2 SS 2019-12-13.pd Created by Independent Third Party: Yes 16708.5 E Design Pro/Smooth Pro/`Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13 II 16708.5 SS 2019-10-01.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F Norero, P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R13 AE PER4665.2 SS 2019-10-Ol.pdf Created.by Independent Third Party: Yes 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed Door 9- 0'x 6-8 and 970 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13 II 16708.6 SS 2019-10-01.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778 Impact Resistant:Yes Created by Independent Third Party: Yes Evaluation Reports https://goridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGz%2bYuNViQ9olAo7zp34bbWg%3d%3d 2/3 lu PREPARED BY: .......... .. ........ w... ......... .. ... JE gL Q BUILDING DROPS,INC. ..... ...... 3U E.DANIA REACH BLVD. ............... DANI"EAC"JU� ...................--......... uj () a........................::wwi::;'....;.-;:w; ; q;;;wwq-; ................... Q PH:1%1)3�1-78 FM:(S&I)41AI. ........ .... O �vfv I :: , . . 0 0 DESIGN PRO/SMOOTH PRO :::: j Q CC 371/2"MAX. IN O.A.WIDTH IMPACT APPROVED -'D Lu FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 37 1/2"MAX. 41 10 CL z 0 _f Q Z'cl LLJ -i -'- O.A.WIDTH o �OQ n' 4' Q AV lk 'c" '�0- V)Lu CL Z z mY Z�t4� 2 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA CL BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 < GENERALNOTES: ❑ • 94 TAS 202- Lu L 0 -J Lu A r • TAS 203-94 w ... Do 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE < 90 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE ACTIVE z Ln 6" V) z 0 ACTIVE Lu FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Ci 6 44 INSTALLATION. N 0 s x 0 x 0 ixQ < 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR It A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS I Add ADA sill,Multi-Point LockGL 06/23/14 DOCUMENT. IN AREAS REQUIRING IMPACT L ..,-.D...1.1371A AM09116/19 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT 5 K6 7 8 9 RESISTANCE. 4 4 4 4 4 4 4 4 4 ELEVATION I B-6 MN. S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP. AN DOORS ARE QUALIFIED. 6'.A' T Typ ELEVATION 2 D_MFOTRE LEaAMAL-DRftDN$FDFA�EFR IFM UZ — "'No'—E FROM T HTO— Riolo EMENISDE-OHERFIN A MENUD -tRORAR.RTla-L LTCSRDFK — 6. NOTE; -AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PST. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT f�f.......... PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS a 1.0 NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS wl 771f Bt Oita TABLE OF CONTENTS Digitally sl'jH6d h;s F 146kiro SHEET REVISION SHEET DESCRIPTION k6ion:I am approving this clocumen 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.10.0121:21:16-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 OPTIONAL 2X BUCK ANCHORING DETAILS DWG.DY: I CH K.QY: M MAX.OVERALL DESIGN PRESSURE(PSF) G L/TJ SS MSS 4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE CONFIGURATION IMPACT SCALE: NTS 5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT G. OUTSWING RATING DWG.N: D015726 G A WOODSUBSTRATES G. POS. NEG. 7 A CONCRETE SUBSTRATES X 3'.D" 61.81 651 65 65" 65 UMI&SPA I SHEET: 018J a A COMPONENTS&BILL OF MATERIALS X 3'.D" 1 8'-0" SO- 1 50 1 SO- 50 LMI&SM I *SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY: INSTALLATION NOTES: , 1. ONE(1)INSTALLATION ANCHOR IS REQUIREDAT EACH ANCHOR LOCATION SHOWN. 2, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING'DROPS,INC. SHIM STACK TO BE 1/4INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 E.DANIANEACH BLVD,STE.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA Bean.FL33004 PH:1954I3988418 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FAIL:I9E4f8 STUCCO,FOAM,BRICK VENEER,AND SIDING. 371/2"MAX. wEe:www,6ulldI19dmlAeeraPSEDID O.A,WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. Lu OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 MANUFACTURER'S INSTALLATION INSTRUCTIONS. 0. 1p a z � A S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR CL O y wDO JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE ;D ti R W LL"'T SHELL OF BLOCK. i 00 p V) gas`• 6. FOR 2X STUD CONSTRUCTION,ANCHORING OFTHESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK r h Q 0 m x CONCRETE/MASONRY CONSTRUCTION. x 01-. U U F7j 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE '�= m FOLLOWING PROPERTIES: LD CC O W c A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. rn p p W _ B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. z x B xm C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3?a a a z s OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH DF 20DO j N O w p w Q I�MC PSI. O? in In J D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-9D WITH MINIMUM COMPRES5IVE STRENGTH < OF 2000 PSI. / ui d _ 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR t r LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM IF_ Ada ADA sill,Multi-Point Lock GL 6/23114 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Reference DWG.#AD30871A AM 09/16/19 ANCHOR TABLE 1 P.ANCHOR LAYOUT 2 6 8'-0'OOOB NEIGNi i.CI I T D x16CDIIfROn Mf En[x xp NWT--a ACTu.,COxOnlOxifOAASOE[61 6'8"DOORS SnE,DSnecono—SCAmEDa DONTODDVATE FROM THE PEDNREWE S OETATEDHEeflNAMNSED [NGINEERORAACN 1CFSEFAA MVI C ANCHOR MIN. MIN,EDGE DOeuEnervrs Fag usE wlrHTHlsoomMExr...... ANCHORTYPE SIZE SUBSTRATE EMBEDMENT DISTANCE MAX.O,C. MAX'O,C, �1tiJi7111tJJy SPACINGAT SPACINGAT JAMBS JAMBS NOTE: NO ANCHORS REQUIRED AT THE SILL.FOR SINGLE DOORS(X)ONLY. Ayi' V6. V6. 2X WOOD BUCK WOOD SCREW #10 OR FR 1-1 2" 3/4" 17-1/2" 17-1/4" N 7 7 ITW T 3/16" CONCRETE/CMU 1-2/4" 2-1/2" 17-1/2" 17- 1.3/8"-CONC. ELCO ULTRACON 1/4" CONCRETE/CMU 1" 11.1/2" 17-1/4" + 1-1/4'-CMU ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" OF. 02 2-#9 X 21/2"PFH SCREWS DATE: 02.05.14 DETAIL D2 22 23 PFHSCREWS"PFH TYP. GuTJM SSAMSS MULTI-POINT SHOOT BOLT PLATE LOCATION SCALE: NTS DETAIL B2 (RH PLATE SHOWN) DWG.#: D015726 D2 TYP.HOPPE I-BOTTOM SHOOT SHEET: OF8 MULTI-POINT SHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE#2C98911 p SILL SECTION VIEW C HEAD SECTION VIEW 2 INSWING SHOWN OUTBWING SIMILN INSWING SHDWN O ST ING SIMITAR li �• PREPARED BY: BUILDING DROPS;INC. 398 E.DANIA 0EACHBLYD.,5TE.338 DANIA BEACH,fL 33Wf PH:196413994N78 PAX:(9641744.4738 41/2"TYP. 41/2"TYP. WEB:wnw.bullElnE4rops.mm 11/2"OFFSET m >$ I° O m0md a IS m F— 5 a LL �CC mw mza X f w ccV .NJ z mg n Z a Q CrZ� oo q O U 0 Q s a 4 a w x N ~ F m REMARKS BY DATE Add ADA sill,Mufti-Polnt Lock GL 6123/14 VANCHOR LAYOUT Reference DWG.UA010871A AM 9116/19 —BUCK INCONCRETE/M Rrf - ern arnM mwimnxs EDRatM 6 RR CONDrtIDNS D 1)KROK AUTO DL-D 1ECRCGUWDVIE D U.PRIHEADN a LICEr4ED E[NGINEERORARMK Ul SNP.LL 1.11 SrtFSPECKIC 1 1/4"MIN.EM B ED TYP. \��;,�\l31 M I l FI jrr ff, . y SEE TABLE 2X BUCK ANCHOR TABLE 'A',k� L O P�'O MIN.EDGE MIN. CENTER CENTER 6'B"DOORS 6'O"DOORS . N a: z+ ANCHOR MIN. SIZE EMBEDMENT .$ F, ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER "U SUBSTRATE DISTANCE MAX.O.C. MAX,D.C. r'� SPACING AT SPACING AT ♦C) P w� p 2X WOOD BUCI<INSTALL. JAMBS JAMBS %' ` �' •,,, `s",::' 2X WOOD BUCK /3 n 4 ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON i/a" concRETE/cMu 1-1/4^ 2-1/Z^ a" zs' 30-1/4" He P/gPai9'. :......... ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONIC. 1^ 4" 25" 30-1/4" 3 2X WOOD BUCKIN STALL. 2X WOOD BUCK INSTALL. 1-1/4"-CMU rm 3 CROSS SECTION SIDEYIEW DATE: 02.05.14 NOTES; DWG.DY. CHK. Y: GL TJM SS MSS 1. 2X BUCK 15 NOT FOR INSTALLATION AT SILL- N TS SCALE: f Y J 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.N: D015726 SHEET: OF 8 3 PREPARED BY:., /Al\\ BUILDING DROPS,INC. 398 1.OANIA BEACH BL��VE.3M DA——H,FL 3� PH:(9m)99-84n FAX: 11 INTERIOR EXTERIOR EXTERIOR 4 I INTERIOR EXTERIOR m 0 5 2 v; 46 V) �7 LLJ 0 DO �4 CC Q. 2i OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL a Q < OUTSWING SHOWN-INSWING SIMILAR 4 INSWING OUTSWING Lu > REMARKS BY DATE P.IM Lock GL 06/2j/14 EXTERIOR INTERIOR E EXTERIOR 7,T1 INTERIOR INTERIOR 7 EXTERIOR Add ADA 01,Multi- Point Reference DWG.HA010871A AM 09/16/19 O -MAY—RE LAC0N—P08A— Sffe ti S"CoNol-S" E OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL _,.s.—Ew...... T AIIRXSED OPERA OPE K7 INSWING/OUTSWING 4� INSWING 4 OUTSWING .... ...... ENDURA HC15000 OPTIONAL AFCO H-497 u R INTERIOR EXrERIOR 8 INTERIOR 10 JR EXTERIOR .............. DATE: 02.05.14 G DWG/Y: CHVY: mss OPERABLE SILL g OPERABLE SILL SCALE: NTS OUTSWINGOUTSWING DWC,.#: D015726 SHEET: OF8 4 PREPARED BY: HINGESCHEDULE HINGE DETAIL AT IAMB: BUILDING DROPS,INC, PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOORHEIGHT QUANTITY 393EDANIABEACHBM,M338 DANIABEAM.F18006f 3 PH:19Sg39 78 FA%:(954)744A738 B'•Dn 4 WlB:wNvt.hulldll9dmpscam 1 p w mom$ 18 19 On a m xW wLL2z w 3F= CC V) ^te a //. IMENOR INTERIOR Q „,g QI� Y 1-99 X 2-1/2"PHILLIPS �- FLATHEAD WOOD SCREW z 0 7 \' \' 3-#9 X 3/4"PHILLIPS W y N r 0 FLATHEAD WOOD SCREWS cc:O 8-#9 X 2 1/2"PFH EXTERIOR EXTERIOR- W/STRIKE HARDWARE 4-#9 PHILLIPS FLATHEAD WOOD SCREWS - 4-MPL STRIKE PLATES 17 USE 3/4"LENGTH FOR 6'-8"DOORS USE 1"LENGTH FOR 8'-0"DOORS LOCK JAMB HINGE JAMB 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR REMARKS BY1 DATE Add ADAsill.MuIN-Point Lad, GL 06/23/14 Reference DWG.9A030871A AM 09/16/19 9.99 X 1 3/4"PFH 3-#8 X 2"PFH 13-NO X 1 3/8"PFH(6'-8"UNITS) 8.#9 X 21 2"PFH W/HARDWARE 15-#B X 13/8"PFH(8'-0"UNITS) w 7ADA7 n p,uluD 9m lu:"n"An[[[el / W/STRIKE HARDWARE WD MMNOTBEFIECT.. COHDDIOHS FOBA9PEDFI W/STRIKE HARDWARE (6'-B"&8'-0"UNITS) 1-MPLSTRIKE PLATE COMES W/HARDWARE SffL—EC0NDEMFMGSp—EnEQUR5ETA1�0HFAEM.AD[ENSED 4-MPL STRIKE PLATES 4-#8 X 13/8"PFH FMGWEEIF O0.A[UdTECFSNALLP3FPIR[SnFSFFCeiC M 21 1-REINFORCEMENT PLAT:2D HOPPE#251229 o LHII(17 1tiL'L I fry ' EXTERIOR EXTERIOR o IA ip ce m INTERIOR INTERIOR HH�Ws fet MULTI-POINT LOCK JAMB MULTI-POINT LOCK JAMB MULTI-POINT LOCK DATE: 02.05.14 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR rJ TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY WG.PY:GL[T SK.$Y: SCALE: NTS DWG.#: D015726 SHEET: OF 8 5 PREPARED BY:..... 2X WOOD BUCK BUILDING DROPS,INC. 398 E.DANIA BEAG!31M.STE 338 MIN. ~/1 N DAN fnf ,f 30 EDGE DIST. Z�'+' % WOOD ANCHOR M(95G13938478 SEE TABLE SHEET2 ft7m %/ SEE TABLE ON SHEET2 FM!(9341]44.4738 w LQ- WFR:..build'medmp— %� SILICONE to a.' 2X WOOD BUCK ?� m° �m d ohm; w wad En 2 x�= o 0 2X WOOD BUCK O a Q g a 4 K WOODANCHOR SHIM \¢ m S SEE TABLE ON SHEET2 MIN.EMBED. O F3 in SEE TABLE SHEET2 4 Q x 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING-NO ANCHOR REQUIRED p 0 0i- N ryo SILICONE ' SILICONE \room SILICONE REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA sill,Multi-Point Lock GL OGR3/14 Reference DWG.D.40108M AFA 09/16/19 2X WOOD BUCK . AND MAYNDT AEf1EQACfWU CDNDIDONS fOft F3PCCVI Snf 1.c r RF 5 11 Tn Alf 4 OPERABLE SILL OPERABLE SILL 7 OPERABLE SILL `� 1Eo := LL1F"F _^�� ' ' 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-ANOOANCnH,R REQUIRED ``,`'t�ti11#R';If 1J�y1, `.'` O , . N 7 7 S A OF.. ' SILICONE SILICONE SILICONE 30oa r\gfa?7e .......::::.::. 2X WOOD BUCK rTr 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK. Y ss OPERABLE SILL Og OPERABLE SILL �1 OPERABLE ADA SILL GL�Tim Ss7m 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS DWG.u: D015726 SHEET: OF S p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW C SECTION OF HEAD OR JAMB AS LONG AS MINIMUM V EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.