Loading...
WS-18-3440Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-11-18-3440 "1 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: Approved issue Date:01/03/2019 Expiration: 05/13/2019 Location Address Parcel Number 46 NE 92ND ST, Miami Shores, FL 33138 1132060130040 Contacts BARBARAJENKINS Owner 46 NE 92 ST, MIAMI SHORES, FL 331382812 FLORIDA WINDOW & DOOR Contractor SCOTT BERMAN Business: 5613404300 F Description: INSTALL 2 IMPACT DOORS Valuation: $ 3,880.00 2-4949 tion Requests: Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $139.20 Payments Date Paid Amt Paid Total Fees $139.20 Check # 8278 11/13/2018 $50.00 Check # 8328 01/03/2019 $89.20 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that II the for ing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an n utherm , I thorize the above named contractor to do the work stated. Z-13 4/2 Authorized nature: Owner / Applicant / Contractor / Agent Date January 03, 2019 Page 2 of 2 Miami Shores Village RECEIVED Building Department NOV 13 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 4 t-7 Tel: (305) 795-2204 Fax: (305) 756-8972 }� �If� INSPECTION LINE PHONE NUMBER: (305) 762-4949 �.1 ' BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20119- Master Permit No. . I f-') Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS 7 CHANGE OF CANCELLATION E] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 46 NE 92 ST City: Miami Shores County: Miami Dade Zip: 3 3 113 L9 Folio/Parcel#: 11 -3206-013-0040 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): BARBARA JENKINS Phone#: 786-897-1273 Address:46 NE 92 ST City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Email: AWALKONTHEMOON27@GMAIL.COM CONTRACTOR: Company Name: Florida Window and Door Phone#: 561-340-4300 Address: 1125 N DIXIE HWY STE D City: LAKE WORTH State: FL Zip: 33460 Qualifier Name: Scott Berman Phone#: 561-340-4300 State Certification or Registration #: CGC-1509450 Certificate of Competency #: DESIGNER: Architect/Engineer: Add City: hone#: Value of Work for this Permit: $ 12 O -) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑0 Alteration ❑ New ❑ Repair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ M ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) NA Bonding Company's Address City State _ Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature X� X, =� -- OWNER or AGENT The foregoing qvh instrument was acknowledged before me this day of 1� ,('did hf 20 by BARBARA JENKINS who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1�► Seal: ��� ••t�OTAgy � Z !MY Comm. Expire Q ^ August 12, 2019 No. FF 908897 APPROVED BY i ��i:C OF FVO_ Signature CONTRACTOR The foregoing instrument was acknowledged before) me this 1 _ dayof J116V -A� 20 t9 by Scott Berman who is p rcn�own to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: g� ********************* ens Examiner Structural Review ft" PIIeIIC, 8tete of Flodda 10mmi8s m No. FF 897717 MY Commission Expires 07/0911 n as Zoning Clerk (Revised02/24/2014) `� •rr ���. ,.. :•.�u.�::-,�auc ..vuuty littps://www.iniamidade.gov/propertysearch/#/report/summar. kF R OFFICE OF THE PROPERTY Summary Report Generated On: 10/19/2018 Property Information ,11 ; , Afl- elaAe*� �^� Folio: 11-3206-013-0040 Wld " III II•I. ]1 Property Address: 46 NE 92 ST + pll, + I p tw -.........__....._............_.._... Miami Shores, FL 33138-2812 7 u ...... _....... __.... .__.-...._._-.......-...-....._ Owner BARBARA _...-..._....-..._._ JEWNS Mailing Address 46 NE 92 ST _.......... _........-........_..........__......_.... MIAMI SHORES, FL 33138-2812 PA Primary Zone .__.......-......__....._....._._......_. _._.__.. _ 1000 ..-........__....---.._._ _ SOL FAMILY . 2101-2300 SO ul , Primary Land Use 0101 RESIDENTIAL - SINGLE p FAMILY: 1 UNIT I,. Beds / Baths / Half _......_...................... 2 / 3 / 0 __. Floors ......_.....-.........__. ........._. ... .-. ,.r I ; u Living Units -__—_.__....__._._...._..._.._.....__......_.... 1 Actual Area ..... 2,669 .-............__.._... _.._.__ Sq.Ft _.._..... ..._. •tlulll Lavin Area 9 _... 2,094 _.._. _... _. _ _.......... Sq.Ft . Adjusted Area _........_.......__......._........ 2,234 Sq.Ft ...._......... Lot Size ......._......_...... 9,675 _. ._. __.._.._......_ Sq.Ft ........... Taxable Value Information Year BWtt 1948 ..........................__.....__................................... 20181 2017 2016 ty_......._.........._ County AssessmentInformation . - ......................_ ...__........__........,..... ._..........-_..._.........-.- ExeI. mption Val ue . $50,5pp' ...... $550 000 __._......_.........._........._. $50000 Year 2018 2017 2018 Taxable Value _........_._.............. _.........._....... ..___.-....._.. $113,148. ........_.._ �-._.._._.... $110 283 $108,987 Lend Value � $241,547 $241,547 $241,547 School Board _ .. _....__.. .... _......_..... Building Value I _..... ........__... _ XFVatue I $183,295 $183,868 $184,020 Exemption Value __ $25,500! $25 _.... _25000 _. .._........_.........-_... !..._._.-. 1,138 - --.... $1,155 . _._._..__.... ..... _........_...-_._....._- $1,173 Taxable Value .._...._.._. ......_............._......_............._..___..____............_._...._...___....__A...-._.....___..._...._.___. $138,1481 $135,2831 $131.967 Market Value $405,980 $408,380 $408,740 City Assessed Value $163648i $180,283 $158,987 Exemption Value $50,500 $50I- - -- -- - $50,000 Benefits Information Taxable Value -------•--•------- $113.148 $110,283 $106,187 Regional Benefit Type 2018 :2017 2018Exemption Value , $60�..Save Our Homes Assessment...._..._......._.._...... $249,753 _...__........._........._..........__....._..__......CapReduction$242,332$2077 Taxable Value $113,148 $110.233 $106.987 Homestead -Exempt Exemption $25 000 $25 000 $25 0>t Second Homestead on $25 000�- $25 000 $25,OOa LVw Exemption $500 N ._...._...__..........._.. _..._._......all benefits ere applicable to Ea Taxable Values (i.e. Cou, City, Regional). Sales Information Previous Sale I Price, OR Book -Page Qualification Description — . 09i01/1983 j $80,000 11903-3087 Sales which are qualified 12/Ot/1977 $49,000 09902 0089 Selea which are a aflfied Short Legal Description 1534165342 MIAMI SHORES SEC 1 AMD Pe 10-70 LOT 7 & E1/2 LOT 8 BLK I LOT SIZE 75.000 X 129 OR 11937-332 0983 5 The Office of the Property Appraiser is continually editing and updating the tax too. This website may not reflect the most current information on record, The Pro e Mama -Dade County assumes no #ability, see full disclaimer and User Agreement at hap:/Iw Avrniamidade,govMfo/disclaimer.asp p m' Appraiser and Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Ymarl� ' AQualifier Owner Signature Date Print Name 1125 N. Dixie Highway FLORIDA Lake Worth, Florida 33460 • F: (561) 624-8037 Window I Door ❑ (561) 848-7011 Corporate ❑ (56"I) ,3 l0- 13(10 I :dm licach ❑ (954) 990-1800 Ft. Lauderdale ❑ (772) 621-5905 Poll Saint Lucie ❑ (305) 370-3770 Miami ❑ (941) 22 5.755; S.rr:rs�ila ❑ (239) 687-7555 Naples 0(1113) 475.7551j'lunlr,i ❑ (321) 332-1237 Orlando www.floridawindowanddoor.com • CGC 1509450 Florida Window & Door ("Seller") agrees to sell and supply customer and customer agrees to purchase from Florida Window & Doorthe following windows and other materials and services on the terms and conditions set forth below. All items purchased hereunder are covered to the extent applicable by the Limited Warranty. Contract subject to measure, engineering, city approval and use of elevator to stage and remove product. First and Last Name_ I Home Phone Number 107 ) � 17 , J' % Street: Job Address City.l i Q 4h S+d State: Ff 01 1 d Billing Address Street: ;75 , City: State: Zip: Mr. Cell ( ) Mr. Work ( ) Mr. Email Mrs./Ms. Cell ( ) Mrs/Ms Work ( ) Mrs./Ms. Email Type of Home: 26"ouse Ll C�rndo ❑ MHC Historieal nictrirt• nvm. 1 No verbal agreements are recognized. All terms must be in writing on the contract and specification sheet. 2 Contact Info... We require at least 2 telephone numbers and an email address from every customer. Please agree to provide this information and the best phone numbers to contact you during working hours (9-5). 3 Project Coordinators... You will be assigned your own Project Coordinator who will be responsible to schedule the dates of your measure, installation and municipal inspections. Your Project Coordinator will contact you prior to your installation and let you know the time your Crew is expected to arrive within a four hour time frame; for example 8-12, but it does vary depending on job location, traffic and material pick-up. 4 Installation time is approximately 8-12 weeks from date of measure. In the event in which a Home Owners Association (HOA) approval is required the installation will approximately occur within 8-12 weeks of "Seller" being notified of the approval by the HOA in writing. Should contract include special order items, patio enclosures, construction, Historical Board Approval, architectural renderings or site specific engineering the approximate installation date will be within 8-12 weeks of approval by the municipality. 5 Installation dates are weather permitting, we use local weather reports as our guide due to Installation teams using power tools. We use are best judgment to ensure the safety of our Crews and Staff. If your installation is canceled for any reason other than weather we will gladly issue you a credit of $100.00 for your inconvenience. 6 A responsible adult 18 years or older must be at the installation site at the beginning and the end of the job. The head installer will do a walk around with you prior to starting work to assess any existing damage, landscaping, or any property that could be affected by the construction. He is available to answer any questions you may have at that time. The head installer is also required to do a post inspection when the job is completed. We want you to make sure that we exceeded your expectations, so go over the job very carefully. If there is anything that needs to be addressed, he will be able to take care of it, or ensure that any necessary parts are reported and ordered. Your balance due is payable by cash, check, money order or credit card. If you are using our financing program a completion slip may need to be signed. Your installer will need to collect at the end of the job based on payment schedule of the job. 7 Installation Team... We only use authorized Florida Window & Door installers. All work is guaranteed by Florida Window & Door, so you never have to worry. 8 Power... Installers will need to use your electricity. They do not carry generators. I agree to supply access to my power. 9 Children and pets... Please provide a safe location away from the area during the installation process. Installers use power tools and we don't want anyone hurt. 10 Rotted wood is beyond our control. If we do find rotted wood, there will be additional charges for replacing it. If it's small don't worry, we got it! Your project coordinator will notify you if this happens at the start of the job. 11 We will obtain all necessary window, door, and shutter permits, site specific engineering, architectural renderings when applicable and information required by the municipality. The Customer will be responsible to sign, notarize and return all permit documents and provide the HomeOwners Association contact information and when applicable assist us in the submis- sion of the application to the Association. Customer acknowledges length of time to manu- facture the product and submission of permit will be dependent on the timely return of all doc- uments, the Association approval, site specific engineering, architectural renderings and any other items or approvals required in order to submit the permit to the municipality. As a result, the Homeowner acknowledges and agrees that the permit may be submitted to the municipali- ty by "Seller'beyond the 30 days as required in Fl. Stat. 489.126. Any delay associated with the Customer failing to return or provide signatures or other necessary information shall not be the responsibility of the "Seller." 12 Fin —in.. if .......,... s -.._ — _._ - — .. .... . - Community Name: rl (c- t it t :>6t 0 Q—S additional credit reports prior to the final approval of the loan. Your cooperation will expedite Management Company: the process. Financing may add additional time to the start of your project due to additional information being needed or documents executed. Changes in credit history may void the Name: . Company Phone: terms and conditions of the contract. 13 When your installation is in process, there will be debris. Some debris may fall in your _ AGREES TO TERMS OF PAYMENTAS landscaping. Our Installation Teams do their best to avoid damaging your flowers, trees and bushes but occasionally it does happen as a result "Seller" can not be responsible for any damage to any landscaping. Job Total $�� 14 Dumpster/Storage... Under no circumstances do we leave job debris on your property. We 50% Down Payment $ `� remove everything for safety reasons. Please do not ask our representatives if you can keep a scrap. Dumpsters are not for customer use. We must be given a suitable place to work and store material. In the rare occasion, that there is not storage or work area available we will 40% Payable on Product Delivery $ JI utilize storage containers but that will be done at additional expense to you. 15 Wood... We do not replace the wood framing or stops around your windows. We reuse your Balance Due Upon Final Installation $ existing ones. It's better for the environment. These items are available for purchase if you would like to add them to your work order. Permitted Hold Back Pending Final City Inspection ($200.00) 16 Construction Concerns... We do NOT do any painting or staining to the existing structure or fiberglass doors. Sometimes plaster or stucco may crack during installation. We will repair the affected areas and prepare them for paint. You may have to do touch up painting or light In tale event of a m,'11h1 O'l nr Ilin Orn•t 1Hxv"�1(91 V--'r1"-t .l^1104to he chlrged. sanding after we have completed the installation process. 17 Grids... If you ordered grids on your windows, the patterns wilt be the same as what you have existing unless otherwise specified on your work order. Please make sure this is the pattern U Cash you want. 18 Screens... Half screens are standard on our windows. 16 Window Treatments... We ask that you remove all window treatments prior to your installation. All windows/doors being replaced will need at least 3feet of clearance in order for our Crews to work. We DO NOT take down or reinstall any window treatments. In the event window treatments are not removed we take no responsibility for their condition after installation. Most window treatments will fit after installation of new windows and doors but this is not guaran- teed. RO Hurricane Shutters... In circumstances in which we remove and reinstall existing hurricane shutters we do not guarantee that the shutters will open and close without additional service or maintenance being performed by a shutter service company. Working condition is dependent on age of shutter and previous maintenance of existing shutters. In the event that shutters are not reinstalled it is the responsibility of the Customer to replace all flooring and fill any applicable installation holes. TneedAlarm contacts... Will not be reconnected. As you must be a licensed alarm company to work on alarms. Seller will leave the wires exposed when possible and your alarm company will to come out and reconnect them. Customer understands the details and time frames as outlined in my Installation Checklist and received a copy. Please start my order in accordance with the time frame provided. AIVUVINll(1O 11911V 11Ai11NN11 tll)flt aiY{P,rollalh,ltz IlklaY111IB I1tk*-I$i,lIN111kJ tvhIlTniolos,:llkrllkYn,)III IA, Vt.714I/ INN1a51IlNhllll$-LZZAXIb A,-t 'Air% ■iRAL; ,L;tb clawlnyIll 1101,0n ally idthol6tllv01rh/.bliern7k, ill/16/!t'LYIIGNIrIIAiy/N11fX1t;177/flJLY/p'IL4rlMllMllkA/I(%tY/IX67/ItY111171,yW1y(Nlh:ti$51k;r1 crA,/l¢t::Nyi/Iwnrlryruw:l�tkrdrntk,rh0,NIXlv(s) nix/ rlNIA901. LEA AFE PAINT PRACTICES Customer hereby acknowledge receipt of a copy or this /111la .11l nr tllkl Il u Im-ftV a OVINlAMIll, sl9lm'14 ,714 Mlarl coy of this Agivilinall. Cllsronlcr(,sJ :Nso acwNxvkkyln rlt9r Ik a sIx wYs anlly inlallml of hk; a Ica llglll tomlind this h:NILmtbl. o y e pamphlet, "Renovate Right: Important Lead Hazard Information for families, child care Customer Y, ICif!r /i Salesperson (Please Print Name) Location White — Company Copy Vproviders and schools", informing me/us of the potential risk of lead hazard exposure from onovation activity to be performed in my/our home. Customer received this pamphlet before tho work began. — � l 1 Init. '� . �_� ' Init. E T. ® Customer elects reduced warranty option for a term of Yellow — Company Copy Pink — Customer Copy years. RECEIVED NOV 13 2018 qf4mol N O fix j�x —go 0 o �_ oa10'ar au I In o Miami Shores Vdla-le a A"nROVED BY DATE — ZONING DEP1 4 -4 / x x xN � co co =fD Al nr, DEPT 'Duh'Lul i07GMEIANCE WI FH ALL FEDERAL SiA -ANin C0'_'" TY RUI FS AND RECJ'_A-nrk.'.S • • :••••• ••••.. •••••• • •••••• • gW ..... ..:..• CL CD p0 : •:•: � •• . . N m 3 0 r 0 <' 3 cQ 0 0 3 Ko T T s o 0 o S CD M r �� K CL 0� 0 3 _ 0 C= 3 N Im o IA j Barbara Jenkins Florida Window and Door Co. y_ ° ° 46 NE 92 Street 7108 Fairway Drive, suite 120 TPI. (561) 843-4900 m s Miami Shores, FL 33138 Palm Beach Gardens, FL 33418 floridawindowanddoorcom ENGINEERING EXPRESS 1�_ 50(m 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH:(954) 354-0660 FAX:(954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads - Components and Cladding 6th Edition (2017) Florida Building Code Site Information owner: Barbara Jenkins Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 085 ASCE 7-10 Ch. 30.3.1 Table 30.3.1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information R OF low : d1�R�p , 0 Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 18 ASCE 7-10 Table 26.11-1 Mean Roof Height (h): 12 ft. Roof Slope (8): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 30 ft. EndZone Distance (a): 3 ft. . .... . . .... .... . ...... . ... . ..... . i DQsig& V{ZiM PressllreZPMAX+, PMAX-): ASCE7-10, Ch. 30.4.2130.6.2 • • •• • • • • ••• h!560 ft. h>60 ft. .Max PositiVFPressurg (PMyx+) PMAX+ = gh(Oc GCppm + GCpI) PMAX+ = gh(ec GCppcs + GCpi) �4af( P cjativt9�iessut (P.nllylc-) PMAx- = gh(8G GCpneg - GCp) PMAx- = qh(6c GCpneg - G%i) Device Calculations:ASCE 7-10, Chanter 30. All Subsections Size ... -Zone Elevation Area Areal K= GCp+ GCv- PRTax+ Rnax- P(ft) (ft2) (ft2) (lb/ft2) (lb/ft2) 1: 39x 40 Vnd 7 20.56 14.81 0.85 56.57 0.9 -1.3 38.2 -49.9 7 x $ate 4 0 End 7 20.56 14.81 0.85 56.57 0.9 -1.3 38.2 -49.9 \�`ilIII,II/III �� ��.•'GENSE �'• s� Q \\ O (D LLJ DFRESSFDOR W,SOFF MMMO EVALDRYORMFLCMLRYOFMIYMOPOSEDSYSrEMORCOMPONMTUS®KONOWRHTHESEPRESSFtMS LMOOUCTSSHALLSENSrALLEDNSTRCTAy'X:�CEW4.7ff.H.LVALFLORDAMODUCTAPPROVALSMDMLISTMS: ESEMESSUREFORTHEGNENSeELMRATIONS `rtG.L2. In BCOOIdanix W1th:ASCE 7-10. NOCMWrATCNORREVEWSOFFEAMT ATTHEMOfOSMUNRSM MYEGRESSREOUREMENTSMLEGRMOSIEMETOMMDRESSEDBYTHEPENMNTNGCONTRACTORMDTHELOCXWUU P//G�atexl S. THEHOSrSTRUCTURERASSIMEOTOSEADFOUATETOWRNSTMiDTNELOADSMOSEDW1 EDEGNMWORKROIXESE)OSTNGMMANG.OAOPENNGSDESnNMMDCERTFEDSYMENGNEEROF30. Wind Loads - Co onents and Claddin Edition (2017) Florida Building Code THECONTRACTORWLDNGOFFICIAL SHALL VERFYTHATTHESUETRATE8010® DURNGWORKRSDUND FOR NSTALLATDNOFT SsmTnAFDEFCENCESMEFOUND N THE Da"" GHOSTSfRUCTURmPg OR THE EDR SHALL BENOTFED EEFORECON7NUNG CONSTRUCTION MD RESERVETHE RGHTTO RE-NSPECTAND REEVALUATEDESGN.NOWMRANTY.EITHER E(MESSED ORMPLED,SCONTAA+ED 4 DLENSIONSME SHOWN TO LLUSTRATEDESGN FORCEAND OTHER DE9GN CRREAMTHE YVMYSLGHTLY,TOTHEExTFNTTHAT THEORENNG MEASNOTWALER THAN 5%OF THEENONEEREDOE CONTRACTOR STOV "ALLFMODA SONSMDRTONSTALLATDN. © 2018 E-Tempest.com 5. ACTCEEEYOND THAI. TTWW SCALLED FORARS OCAL.STAATTEA FEDERAL CODEAFR DEVUTDNSOFTH6, 111 FEESLA LAT FEEH®ULTNG MOM MATERIAL FFABRCATDN,SYSTEM ERECTION CONSTRUCTION NMSAYCCTOCNETRSAECYTOONR 1 ID: flwindowdoor-P6410 LEEGN S. MGNEERNGE ESSHMNOTVRRE SJOEOENFDRWTDNCONTANEDMMMISBASEDONCONTRACTORMg WDATAMOMEAAIREMFNTSENGNEERNGE ES89INLNOTMHELOREPONSMEORLRBLEN CERTOF MYWAYFORERRONEDUSORNACCURATEDATAORMEASUREMENTSWORKSHALLBEFELDYERFEDPRIORTOCONSTRUCTDN.MGNE NG8RiESiSHALLMNOWMMDGNENMOPFORTUNTTYTOREEVKUAMOUR WORKUPON DSCOVEAYOFANYNACCURATENFORWTDN PRIOR TOMODFCATDN OF EXISTING FIELD CONDITIONSAND FABRICATION AND INSTALLATION OF MATERIALS WITH RAISED 11/06/2018 Page 1 of 1 T. EXCEPTASEKPRESSLYMOVDED HEREN.NOADDMONAICERTFDATDNSORAFFRMTIDNSMENTENDED. 'ALTERATIONSADDOIONS.OR OTHER MMKNGSTO THSDOCUMENTMENOT PEFIMRI®MONVILOATE WRCEATFCATDN' VALID FOR Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX... SCI.S Home Log In i User Registration Hot Topics ( Submit Surcharge i Stats & Facts { Publications FBC Stag j SCIS Ste Map Links Search ! N ,'} Product Approval P Oi r t �, . USER: Public User Product Aooroval Menu > Product or Ax&dtlpq Sea�rrh > Agglgation List .> Application Doug o Ty` FL # FL15210-R6 Application Type Revision Code Version 2017 • • Application Status Approved • • • • • • • • • Comments • Archived • • • • • Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. • • • • • • • • • • i • • • Address/Phone/Email 5200 W CENTURY BLVD. • • • • • • • • • • •: • • • • • • LOS ANGELES, CA 90045 004000 • • • (440) 969-9773 Ext 16 • • • • rickw@rwbidgconsultants.com • �•..;. """ • Authorized Signature Vivian Wright 0 • • • • • • • • • rickw@rwbldgconsultants.com 'be ' Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnel!@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FLIS210 R6 COI (a) Certificate of IndeoendencgpOf Standard ASTM D1929 ASTM D2843 ASTM D635 Year 1996 1999 1998 1 of 5 1/3/2018, 11:37 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV X... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FLIS21 R6 gUIV (a) Eauivalenry of 5tandar s.odf Method 1 Option D • • : • • • 08/13/2017 09/18/2017 09/20/2017 sees ' 12/12/2017 •••••• • • •• •• •• •• FL # Model, Number or Name Description • . • • 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fibergla454Singfe Door • • • • Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X - Configuration) • • • Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes I EI 15210 R6 I1 (b) Inst 15210.1.odf Approved for use outside HVHZ: Yes tl Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL1521 Q R6 AE (b) Eva) 15210 1,odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes 15210.2 b, Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Confgurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes r 1sz i) 86 II (b) inst 15210-LJI�f Approved for use outside HVHZ: Yes I Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R6 we (b) cVal 15210.1121 additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. — -- 15210.3 c. Smooth/Wood Grain/White Wood ( 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O j! Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door --_- Limits of Use { installation instructions Approved for use in HVHZ: Yes FL1510 .R6 11 (b) inct 15210.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any C-reat d y Independent (b) Eval hard P 3 Ddf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Singe Door - Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X - Configuration) Fiberglass Door _....._.....—_..—..- 1/3/2018, 11:37 AM 2of5 Florida Building Code Online https://www,floridabui ld ing.org/pr/pr_app_dtl. aspx?parain=wGEV X... Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R6 II (b) Inst 15210.4.12d Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.4.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Flbergiass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210,5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.5.odf ; • • •; • additional use limitations, installation Instructions and Created by Independent Thir4 ParV* Yes • product particulars. A� __�__ __r • 15210.6 f. Smooth/Wood Grain/White Wood 68 "Impact" Glazed Fiberglas Q%*Le.Door with or�without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door 090000 • 0 & 0 • Limits of Use Approved for use In HVHZ: Yes •••• • Installation Instructions FL15210 R6 II (b) Inst 152M9.3c1f; • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt!P.L•.•i3409 • • • • Impact Resistant: Yes Created by Independent Third SWWj yes • Design Pressure: N/A Evaluation Reports • • • Other: See INST 15210.6 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eval 15210.6.Ddt< • • • • • • additional use limitations, Installation instructions and Created by Independent Thir4 Pai,V! les • product particulars. • • • • • • 15210.7 — g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 11 (b) Inst 15210.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FLIS210 R6 AE (�) val 15210.7,odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.8.Ddf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15210.9 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 a6 11 (b) Inst 15210.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: See INST 15210.9 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eval 15210 9.Ddf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.10 J. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door • 3 of 5 1/3/2018, 11:37 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX.. Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL15219 R6 II (b) Inst 15210.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1521Q.10 for Design Pressure Ratings, FL15210 R6 AE (b) Eval 15210.10ndf any additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.11 k. Smooth/Wood Grain/White Wood ............ ....- 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R6 II (b) Inst 15,2 0.li.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports • Other: See INST 15210.11 for Design Pressure Ratings, FL15210 R6 AE (b) Eval 1521 11& • • • • • • any additional use limitations, installation Instructions and Created by Independent ThirC Pagj ft yes product particulars. • • • • • 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fibergla&%Q.4bl; Door with qr without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door . . ...... Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1521Q R6 II (b) Inst 152f(iiZ N • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt!P.L*.143409 • • • • Impact Resistant: Yes Created by Independent Third OarYy Yes • Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, FLIS210 R6 AE (b) Eval 15210.12.odf • • • • • • any additional use limitations, installation instructions and Created by Independent Third Party! Yes product particulars. • • • • • • . u._..- --- 15210.13 m. Smooth/Wood Grain/White _......... __ 8'0 "Impact" Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts - Outswing (X - Configuration) _ Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 11 (b) Inst 1,5210.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, FL15210 R6 AE (b) Eval 15210.13.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 11 (b) Inst 15210.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, FL15210 R6 AE (b) Eval 15210.14.odf any additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the — Grain/Rustic/Mahogany Series 0 WiNOSERT'm an operational window Insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R6 11 (b) Inst 15230.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings, FL15210 0AB—(W-EYAJ_15210.15.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 6•G:[ ri6Xt 4 of 5 113/2018, 11:37 AM Florida Building Code Online https://www.floridabuilding.org/pr/pi _app_dti.aspx?param=wG EVX... Contact Us :: 2601 Blair Stone Road Tallahg phone: 850-a87-1824 The State of Florida is an AA/EEO employer. CopyriO 20t 07.20,;3 State of Florida.:: Privacy Stattment :: Accessbity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do riot want your a -mall address released In response to a public -records request, do not send electronic mat to this entity. Instead, contact the office by phone or by traditional mat. U you have any questions, please contact 850.467.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emats provided may be used for official communication wth the licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please cikk here. Product Approval Aaoapts: rm ®® Ia Credit Card Safe :*00:0 ...... . ...... .... . ..... ...... . . ..... .... .... ...... . . . . ...... ee a 00 • e e 5 of 5 1/3/2018, 11:37 AM R W. R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Bonrd of Protbssional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Plastpro, Inc. Smooth /Wood Grain / White Wood Grain Exterior Exterior Door 6200 W. Century Blvd, Rustic I Mahogany Doors Assemblies Los Angeles, CA 90045 Series 0 Fiberglass Door Phone 440.969.9773 Inswing/Outswin - "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E, (System ID # lit to? ...... Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Producfggdrojal, Depprtmegt of • Business & Professional Regulation. • • • • • • , • .••.•. . ...... RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial irftert3S1!aih the compahy manufacturing or distributing the product or in any other entity involved in the approval process of #*producf:nanjed, • • herein. 0000 69 ..... Limitations: • * 0 • • • . • 00000 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (r*616}9(ructural *reqwi�sriflents • • • • • • Including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shalrbe:beyond,wail tilressing • • • • : • or stucco. • • • • •' 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an lrt" b resistant covering. . • • 4. When used In areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "0" and includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 TEL 01391846 TAS 201-94, 202-94 & TAS 203-94 ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843.99 ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC-07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 2. Drawing No. Prepared by No. FL-15210.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testina Laboratory Testing Evaluation Lab., Inc. Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories No 43409 V 'J� : STATE OF = '., O'Y`6 reoilttn Signed by Lyndon F. Schmidt, P.E. William Shelton, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ban Meunier Signed & Sealed by Lyndon F. Schmidt, RE, Sianed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 8/31/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . OF] P last r-0-00 0 0..0 . 5200 W. CENTURY BLYO, . . .. ... .. LOS ANGELES, CA 90g4 j•; ; ; - 0 - • • Smooth / Wood Grain-; Wititeo Oft" eGrvin Rustic / Mahogany Series O Fiberglass Door INSWING "IMPACT' 11. ft product has been evaWated and is in cornpkme with the 6th Edition (2017) Raids Building Code (F8C) structural requirements including the'Ffigh Velocity Humane Zone PWK). 2 Product anchors shy be as hfad and spaced as shown on details. Anchor embedment to base material shot be beyond wan dressing or stucco. 3. When used In the 91VHr this product complies wflh Section 1626 of the Florida Raiding Code and does not require on impact resistant covering. 4. When used in areas outside of the WHr requiring wind borne debris protection, this product complies with FBC Sectors 1609.1.2 & R30121I and does not require an impact resistant covering. This product meets missile level'V and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.22 & R3012t21. 5. For 2x stud construction, alctarirg of these units shall be the some as that for be buck masonry construction. 6. Site conditions that deviate from the details of this drowirng require further engineering analysis by a licensed engineer or registered architect. 7. Outswing corfQuafim meet water infiltration requirements for WHr. All other configurations do not meet the water iri tratio n requirements for the 'HVHr and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between Me edge of canopy or ovedxM to sir Is less than 45 degrees. TABLE OF CONRENT3 Sitar# DESCRIPAON SHEET! DESCRIPTION T Typical ElevotKm Design Pressures & General Notes 7 Horizontal & Vertical Coss Sections (Direct to Masonry) 2 Door Panel Details B 3-point lock details 3 Horizontal & Vertical Cross Sectors 2X Buck 9 3—point lock details 4 Horizontal & Vertical Crass Sections (1X Buck) 10 Buck and frame anchoring 5 Horizontal & V Cross Sectias (Direct to Masonry) 11 Components 6 1 Vertical Cross Sections ) 1 12 BB of materials 37-V MAX. OVEIWI FRAME WIDTH LCONIFIGURAPON -mAx.-, FRAME DIMENSION DESIGN PRESSURE (PSF) - P0SiTiV1. NEGATIVE_ x 37.5" x 82.0" +75.0 -75.0 See sheets 2 for twrdwam design oresstte htitotions swE N.T.S. Dw rr. JK arc W. LFS FL-15210.1 Er 1 orb . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. .. .. . .. . . a ...9••.. •' • • ilillil.IIIIV�I-- F I INT CAP (FVC) HINGE STILE (LVL) LATCH STILE (LVL) CAP (PVC) EOR lll T HORIZONTAL CROSS SECTION 2 35J5' MAX O.A. WIDTH ® at v 17q erg O SEE HARDWARE TABLE e2 DOOR PANEL Plosipro T '. #ARDWAMTMTF_ _ _.- . MALDo" :MAHUFACTUREIC ... - MODEL KlYom KNO6: SIGIUMRE sum t 7S DEADBOM SIGNATURE SERIES (9e0J SOILAGE LIMDFADDOM g s> (EST ± 75 ?AM IEVER: I=SEM ± 75 ��T• MR PD7SEf IWPE MU TIMMT LOCK: NIS"00 3-POINT TONGUE + 50 EMOM MUET"Nf Lom TIMENMUM3000(3-PT) ± 75 See sheets 5 and 6 for multipoint ba detds. "IQ ' t ""It fill \ onm= ^g O U N Y im o TOPRAL � � OIL (COMP-) � �' w IDa4. `. �c .' fn L • ,�. � V) W •�• • _ NCB am 6. FOAM (POLYURETHAt�- _ ._ 1.9 PCF MIN.) FIBERGLASS SON .. (0.125• MIN. THK j—\` •'. BOTTOM RAIL (COMP.) _1 c•c •r JK 2 VERTICAL CROSS SEC71ON u.c re CFS F1-152 T0.1 sRfr � ar � Bwll i HORIZONTAL CROSS SEC77ON 3 mwv shown 11--rg sirr>W . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... INTERIOR EXTERIOR 27 E 2 HOWO/VTAL CROSS SECTION 3 Ouhwhg shown {txwng s mar) 1-IM MIN. B.M. gyp.) EXTERIOR i [NfER10R 3 VERTICAL CROSS SECTION 3 ouwNirg shown Qrw—g sirsliar) .N%k Z . o o p S 1,=Oel "IN 2 0010 On •• Z m.d o= u:: N.T.S. er: A �. LFS FL— 15210.1 [r L or]� • • ••w • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• •• •• •• • •• • • ••• ••• ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• 1 HORIZONTAL CROSS --SECTION $�l(7'NfIW �71 X1[7R7G'F �U�SWIflQ SfWWII (ki5N�1Q 1lIII�IXI tmo. I Ir.1 2 HORIZONTAL CROSS SECTION 4 $� h% W�A�Wa O St10`MI (iKwul9 sirlia) 0 �EmA VRTICAL CROyS�S�.SE�CTION Xsubbuck fsHirlg ISFIOwtI (^ u^i'i/ *T*A oR z U N': O �' pp Fp V� 9*mU Re0ro 0461� 0111z ^ M �IqQ f i a. a 0 02 16 12 = m N.T.S. 7 i �r JK ° K FL-15210.1 0 a 4 of 12 n rI . . ... . . . ... .. .. . . . .. .. . i . . ... . . . . .. . ••• w•• ••• • ••• • 4 Or a z ice••�� O o • • • • • • • • • 11 1 -tilt l ` Z o 0 N a i oZo . z s6FW o d £ `oZ 'col E E o� 2 1 C C 1 2 D D i o: o D tL Ca b� a� �Z o N� 7 7 E •' gut M • INTERIOR a C I° L n.I (40 00 n p 11 EGERIOR 7 1 2 W i l 9 M EXTERIOR INTERIOR 1-1/4" Muhl 1-1/4• MIN. WB. fryp'I EM& PYPJ i 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION w S S own D eci to Masorry SShown Oubwmg Direct to MOsony shown (I-mv uniko 5 Shown Direct to Mosorry Outs-V Shawn Pm-V sirnko ' a Ouhwirlg shown jlnswin9 sirniar) • z o a ,• 0 me 02 16 12 sme N.T.S. n Dom Irf.. OWL rR LFS 3 e bra FL— 15210.1 0 mm 5 or � O . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ••• ••• ••• • ••• • == YY M III 1111\ • • • • • • • • • O II Z p Z V b ? ="I n6h mdak. 3M. � z EXTERIOR INTERIOR MO C °1 3u C3 0 40$ & S Y (nz EXTERIOR INTERIOR • . • a • a EXTERIOR INTERIOR O e y 30 31 32 33 3/ 40 2 VERTICAL CROSS SECTION g 6 St.. wl ADA exestwkl 36 00 37 " 38 o W E ,. .. .. ,ww • • • • ° • • °�• • 4 ♦ • •. ♦ • •. • • a' Ix 2 ^ - e • o Q 3 1 VERTICAL CROSS SECTION 3 VERTICAL CROSS SEC110N o n ^ b o bft confirguation b CMfiguation we 02 16 12 = scum N.T"S" ° i owc. er. JK ■ o¢ W. A 3 om•MO No_ L-15 F210.1 ` ♦ n '' .41m s Cif N 0 . . .•. . . . ... .. .. • • . •. .• • . . . . . . . . • . • • ••• • • • • ••• •• •• •• • •• • • • • is • • • • • • •• MAX••• • ••• • Nei MK • • • •• • • s• +' • • • ••• •• DaERK)R 'M ►l1H110R 5 VERTICAL CROSS SECTION 7 =.,�/iomb v e 1-1/r mK EMs. JTYP.) EM& Pr.) EMe. 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 Shown Drect to MasorrY 7 Shown Direct to OutswinJ3 oNy w/ 49/16 jamb Oui.V o* w/ 49/16` Jamb 1S f MAX �m r Oamm W tl�tERIOR 6 VERTICAL CROSS SECWN 7 shown Direct to MasorrX Outswrlg only w! 69/76 Jamb to 5 kI I 1-1/,'MIN. —4- EMe. M) r3-"'\ HORIZONTAL CROSS SECTION JOutswingShown D �Yw/6"' cu9//1ejamb \\\1\IyII-fit / Mff i :V" oain on C 2 U N •- i V� Ea m o u vv r m 1L a. E` co K �� I a � N o0 x� Wx MR we 02 16 12 Da. J1YK) scut: N.T.S. 4 HORIZONTAL CROSS SECTION — s,- JK K�77 Shown Direct to Maossoonnryry asc W. LFS Ouftwing ordy w/ 6.9/16* jamb DROM No: FL-15210.1 SWU 7 OF 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... NOPPE M(ILTIPOIM LOCKSET � IiS90003Poid Torque• 0 1• T6 O � MULIIPO/NTSTRN(EPIATE MANUAL RAISED TONGUE GEAR SYSTEM Io I 1T 0 cq 0 O LA1CNANDpEl1DBOLTIM PLA1E 25 Tonpue�� 2x BUCK 1X BUCK DRECTTO MASONRY 2X BUCK { i X BUCK Dff&MTO MASONRY 2X BUCK Ix BUCK DIRECT TO MASONRY 23 !i2 STRUfEJAM! •.dpp.1_u � 80H • n Will IPA ti Z U N - Z `` �♦g xxi aL� 9m CW rE N.T.S. z er. JK lit LFS mm tro_ FL-15210.1 Ir $ OF t I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • • •• ••• •• emu•= $ S • • • • • • • • • ''����II 1 11\ \,\, Z o o d • • • • • • • • y U N ^• Z c\\\1 E 0 2$ Z U V g 0 J l W O o ci 0 3 gn5 '1d z o e d of � a E°. C N 00 to 57 a w OV W lai! e t RR 58 ?X B11CKBUCK z 2 DRECTT M i MASONRY N wx 02 16 12 z SONk N.T.S. 01 s am •p JK • D OURA T LENMUM 3000 STRKE JAMB DETAIL q0C er. LFS a 3 pt. lock on�.uc wa • FL-15210.1 0 9m -jL avl • 0 a MASONRY OPENING . • ••• . . • •.• .. .. . . . .. .. . . • . . . . . . . . . . ... . . . . ... • • • • • • • • • • • DIRECT TO MASONRY JAMB (TYP_) 4 d 9/16' JAMB p • • • • • • • � • • • (SEE SHEEP 7) • • • • • • • 6 • (TYP ) • •• • • • -f— •• ' •� • • • • • •NWGE L 2X BUCK r 0 TYP. HEAD — �,, DETAIL (iYP.) (; 1 X BUCK � JAMBS DIRECT TO y. ,mim MASONRY J D MASONRY OPENING TTsYP..HIEpAD P JAMBS ~ FRAME �v 4-9/16' JAMB M _ 6 2X BUCK 6-9/1 or JAMB N d != $ DIRECT TO °^ q o, MASONRY JAMB Or.) — (SEE SHEET 7) - L �AADA BUCK ANCHORING STRIKE JAMQ FRAME ANCHORING Masom CaWAtc6on CONCRM AMCW)R NOTES DIRECT TO 1, Concrete anxnrbcnRwe ct on canes moybe odjudded b rrn6rtom Nw min DIRECT TO MASONRY M edge diskWxw to matvjdntr. %__ MASONRY 2 Conyteen:hmbwlbrurorodos%JAXONc81ff3 nxdboo*4tedto 1X BUCK G IF ffK* otn no mkx edge cislance to mortar jo x adddbrd corn onchoa 1X BUCK may be requred m enwre the •MAX oN Cwwcimeruion are not exceeded. 28 2X BUCK L J. C x=eto onN" lobi : ANCHOR'. ANCHOR MOLCIEARANCE' Mp4CLEARANCE .'. .. - ..>Y�; : SRE. EMBEDMENT, TO MASONRY ,:-EDGE '-. TO AWACENT' •-._ ANCHOR • i/r r r ace 1/r t-t/r r �. �YY • aqr 1.1/r As SHOWN 7 t. WOOD SCREW W9ALLA )N NOM MoirMjno rr*we 5/wedge d'ston:e. I'end a4forrce, a I'o.c. spocirgo/ wool saews to pevent the spROW of wood 2X BUCK 58 2X BUCK 1XBUCK 11 DIRECT TO 11 DIRECT TO 11 M MASONRY MASONRYr,, IX BUCK 27 5g 2X BUCK LATCH 3 DEADBOLT DETAIL HINGE DETAIL Ir-A9 DIRECTTO MASONRYI IXBUCK 2X BUCK �10.1 z U 0 �� og aeon o a♦ 'md`ai co oZ 9 W J>>4 z z o_ �s lx� W Ln h HINGE JAMB HWGE DETAIL Outswin9 .�c oursWMG rH8 I"D DIP i'MI 4.W OUTSWMG 111MEM � Dtr lc�os►7 ourswra-sealw� nr lmll +D 33 � JHSWJNG THRESHOLD 36 J a . ....... .... • • •• • • • • • ••• A• ourswMG THJtES110LD � Cdumb� Hph Dam fsei I 9OU 1MMG i-4um JD 31 �� J G M"."HOID 37 M. llsrsl N rHREM0 X. ci _ :J-'• Lon E--2.4,r ---�-- 23T A v �ZV PaY Beers lAwie \ tZ n IS V d 0 o ~ � co o= fn 45G' 8 3n I i a �^ z 2 WOOD JAAIe z 1. X o !2 o --1 O5r N rJoos sorrow, swz�r . `" COMM, 0 IL u z w i N O � 4.56' �{ � L�l jL a N � c� or 02 16 12 sake H.T.S. 29 ADA iHi ESHOID owo. W. JK n ap c we er. I.FS 3 alww wo.; a FL-15210.1 n 0 s.�xr 11 of 12 ° >n 0 8 72 8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... k^_z„n :w �I �••• E''.9 °omn \\ J O 1° D �_�` p 1D i U N -• O O �ZV 0 t°r ni $4 �d o= cei (J� $ 0 a �k o N J >? 0 fn n N n Nq n ag: 02 16 12 = W AM N.T.S. ° KING. NG. Ire. i CML W.LFS 3 DRAVAK NO-- FL-15210.1 0 smw � ov 12 p^ Bill OF MATERIALS 1lEM s CfSCwItoN MAiErUI A 1XBUCKSG>=0.55 W B 2X BUCK SG >= 0.55 • • • • • • • WOOD C 1 /4"MAX. SHIM SPACE • • • D 1 /4" X 2-3/4" PFH aC0 OR ff W CONCRETE SCREW • • • • • • • E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMIRC TO 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 • CONCRETE G 3/16" x 3-1(4" PFH ffiV CONCRETE SCREW STEELI 1/4" X l�/4' PFH aCOOR TTW CONCRETE SCREW