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REV-17-432 Miami Shores Village ' FE8 17 20 lJ XN � Building Department 1b ®mel 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 q�0 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 201 U BUILDING Master Permit No. " S SCD- 1 q a3 PERMIT APPLICATION Sub Permit No. \1 1 '4 'u`J2-. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL [--]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP I n P CONTRACTOR DRAWINGS V1/ 10B ADDRESS: IV IOL4 I 6 (.h� City: 01` 6ami Shores Coun : Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Smp ' le Titleholder): I�U� � �a� � Phone#: t2L Address: � 6( ` City: rW(>'�t 60 State: - Zip: Tenant/Lessee Name: Phone#: Email: nn p� CONTRACTOR:Company Name: HOMS CXZ )K:Q/)/' Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 01f:) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alter on ❑ New ❑ lace Re it/Re p p ❑ Demolition Description of Work: -�-�� (✓ Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 ,by day of ,20 ,by who is personally known,two �� who is personally known to .Z me or who has produced pC Q—�CoL- -3D-Gaso m'�or who has produced as identification and who did take an oath. identification and who did take an oath. NOTAR NOTARY PUBLIC: P Sign: A14AMAI Sign: COMMISSION#GG 044602 Print: =+. ;a`- F-X Print: „,••• Seal: Bonded Th-No b�+y p&l.Underwriters Seal: 7 APPROVED BY A Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MIAMI SHORES BUILDING DEPARTMENT 4 PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:, "2L �,L� Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure tsize Yes/No Yes/No Yes/No Miami hcre U0 I rD •. 10];-f • • • •• • . • •.. • •.• • • . .•• • . 009 0 • r � i t odomstructures 1940 NE 28TH AVENUE si194 • POMPANO BEACH • FLORIDA 89062 Client: (954)947.0880 • R'WN%'.AXIOMSTRUCTURESFL.COM 29 NW 106 ST Miami shores,FL 33150 Proiect: DOOR ANCHORAGE ATTACHMENT BUCKING AND BRICK SUBSTRATE Calculations: WIND PRESSURES AND ANCHORS General Notes: 1. These calculations are untended to provide site-specific structural specifications for the referenced structure for the purpose of the installation of products as proposed and provided by others. No certification,either expressed or implied, is offered as to the validity or applicability of any proposed system or component used along with these pressures unless product and approval information is specifically referenced and addressed herein. 2. No certification or review is offered that the proposed units meet any handicap,ADA,fire,mechanical,elcw or general egress requirements.These issues if applicable are to be addressed by the permitting cofll do ?.annd the 1�� 0 building official. 0 0 0 0.0 00 0' 3. The existing host structure must be capable of supporting the proposed systems as verified by 41i permit holdes utilizing• 0 000.0• these design specifications and any other additional requirements.No warranty,either expressed et*tlplied,is coiitni�ned • • herein. 0:0000 ••o • •.••• • • so 4. Dimensions are shown to illustrate design forces and other design criteria and have been proAicfcay others.T WJ may ••.••• vary only by written permission of this engineer.Contractor is to verify all field dimensions prios!o imballation. • 0' 5. Engineer seal affixed hereto validates structural design as shown only.Use of this specification by Sonntractco rm nk • • indemnifies&saves harmless this engineer for all cost&damages including legal fees&appellat ]0 Es Csulting froom. :•••• material fabrication,system erection,&construction practices beyond that which is called for by local,state,&fedtv: codes&from deviations of this plan. 6.This engineer has not visited this jobsite.Information contained herein is based on contractor-supplied data and measurements.Axiom Structures shall not be held responsible or liable in any way for erroneous or inaccurate data or measurements.Dimensions are shown to illustrate design forces and other design criteria.They may vary slightly,but must remain within the limitations specified herein.Work shall be field verified by others prior to construction.This engineer shall be notified and given an opportunity to re-evaluate our work upon discovery of any inaccurate information prior to modification of existing field conditions and fabrication and'installation of materials. 7.Except as expressly provided herein,no additional certifications or affirmations are intended. ngineer's Seal Valid Fo Pages Through No. 7613 �'• STATE OF Troy Bishop,P.E. 0 RIO' AX131 Cert of Auth 31329 1340 NE 28TH AVENUE#134-POMPANO BEACH FL 33062 (954)947-0880 1 C OF A 31329 PAGE OF . . ... . . ... NOTES: •• •• • • • % •• • 1. LAG SCREWS SHALL BE SAE GRADE 5. i • i i i• i 2. CONTRACTOR RESPONSIBLE TO INSULATE DISSIMILAR MATERIALS AND FO=t ALL;W f%RPSiOflFjNG. • 3. SEE ATTACHED CALCULATIONS FOR WIND PRESSURE AND ANCHOR ANALYSIS. • • •••00 a 00 • ••• \U • • • • • • • • ••• ••• • ••• • EXISTING WOOD BEAM • • • • (APPROVED TO REMAIN) 21/4" • ••/• • • �' • �o ATTACH DOOR HEADER THRU BUCKS INTO BEAM 12"O.C. W/ 1/4"0 x 4" LAGMAX SCREWS 6"O.C. e. EXISTING GROUT FILLED BLOCK STRUCTURE; ° ATTACH DOOR AS PER a /L#15210.4 EXISTING BRICK PRODUCT APPROVALSTRUCTURE; ATTACH DOOR WITH 1/4"0 ° . POWERS WEDGE BOLT tO ANCHOR W/2-1/2- EMBED INTO BRICK,4" EDGE DISTANCE EXISTING BRICK - 4 STRUCTURE STRUCT ' L REVI APPROVED ' DA 1 DOOR ANCHORAGE RE 'D SCALE: 1/2"=1'-0" ELEV.VIEW REr57 RE �(N M NorE/COMMeNr UV 7c5iM 2-9-17 war 1591 r56 r56 lallC S AXIOM 5T?XG 5,INC C of nxi-i32a N EU C l3,40 NE 28TH AVeU#134 �.} O rcc POMPANO mALH,FI.55062 �O�}„� �Q,S' 2109117 / 09/ 17 � 954-947-0880 G r Project#: N/A Project Details: 29 NW 106 ST Miami shores, FL 33150 Contractor: N/A N/A N/A,N/A Subject: Wind Load Design Pressure Calculations(Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (V„it): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure 0.18 Roof Type: Hip Coefficient(GC pi): ± Roof Slope(6): 18.4 deg Topographical Factor(K,J: 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure 0.85 Min. Building Dimension (L): 0.0 ft Coefficient(Kh): Parapet>_3 feet? No Velocity Pressure (A046. 56.57Vff •••••• End Zone 4a}... 30.0ft•0 •�•�;• ASD Methmt••• P=0.6w Mark Qty Elev(ft)Size:W x H (in) Zone Shutter. Area(ft) K:(Kh) q,(q h) GCp+ GEp •fressUpe (psf) ..:..' 1 15 35.0 x 80.0 4 No 19.4 0.85 56.57 0.95 -1 +38.3/:;L1.7 •"':' . . . . ...... Thu. February 09,2017 Troy Bishop,P.E. PE76131 N/A PAGE �_ OF Work Prepared For: Trapezoidal Load Project: Calculator TRAPEZOIDAL LOADING CALCULATOR -Wl---- W2------ -t Frame Conflauration HEADER 1 HEADER 2 W1 36.00" =Width,Opening1 W2 0.00" Width,Opening 2 H 80.00" =Height of Opening Def.Limit U175 =Deflection Limit 4OPENING1:� =OPENING#2 I Ill r, CENTER MULLION Required Loading DP 1 41.70 PSF =Required Design Pressure,Opening 1 DP 2 0.00 PSF =Required Design Pressure,Opening 2 Average Linear Load= 58.33 Ibtft =Along Mullion Length Header1 Mullion Member Prooerties&Reactions Critically A3 5.00 ft^2 =Area 3 End Reactions= 104.25 Ib =At Header Ends Average Linear Load= 92.67 Ibt t =Along Header 1 �'•'• • • •••• •••••• •••••• • •• •••••• • •••• • ••••• •••••• ••• • ••••• •• •• •• •••••• • • • • • •••••• PAGE OF " e Work Prepared For: - Project: - Member/Detail: - COMBINED BENDING AND SHEAR ANCHOR CAPACITY ANCHOR= 1/4"diameter lag screw Material: SAE Gr.5 Anchor Material Specification Fu= 120,000 psi Tensile Ultimate Strength per tTable 18.0 Fy= 92,000 psi Tensile Yield Strength per tTable 18.0 Fnv= 69,282 psi Nominal Shear Capacity, [Fu/V3]tEgn.7.5 Fv= 23,094 psi Nominal Shear Capacity, [Fnv/()v]tEgn.7.5 Qv= 3 Shear Factor of Safety tSect.6.0 Dn= 0.250 in Nominal Diameter Dr= 0.191 in Root Diameter S= 0.00068 in^3 Elastic Section Modulus,[n Dr^3/32] Z= 0.00116 in^3 Plastic Section Modulus,[Dr^2/6] A= 0.0286521 in^2 Root Area,[n Dr^2/4 . .... .. ...... e= 1.125 in Eccentricty=[2.25"/2] ••.... . .. ....• 0•• •• •• .. (1/2 of the total moment arm per BCCO Memorandum 9/18/2008,618 02/19/2004) • Vs= 50 Ib Allowable shear based on elastic section modulustt Sett.'M1 ••••• [1.67*Vs*e/(1.6*S)/Fy+Vs/A/Fv]51.0 06:00: "'. ; 00:600 .. Vz= 52 Ib Allowable shear based on plastic section modulustt je`c4..%1 ••• • [1.67*Vz*e/(Z)/Fy+Vz/A/Fv]51.0 ' • • •0 0• • t HAMA TIR•A9 V . • •••..• V= 49.58 LBS Allowable Shear Load ••tt ASC 3256X* PAGE �OF "' Wedge-Bolt+ -Power PRODUCT INFORMATION �® FASTENING INNOVATIONS Allowable load capacities for Wedge-Bolt+ anchors installed into Multiple Wythe Solid Clay Brick Masonryl.Z Nominal Minimum Minimum Anchor Embed. Edge& End Minimum Diameter Tension Z Depth Distance Spacing Shear in. in. in. Distance lbs. lbs. �K- (Mm) (mm) (mm) in. (kN) (kN) 1/4 2-1/2 40 (6.4) (63.5) (101.6) 4" 455 Any Direction 2.0 295 3/8 3-1/2 (2.0) 6 6.. (9.5) (88.9) (1524) Any Direction 680 630 0 1/2 4 . (3.1) (2.8) (12.7) 8 8 (101.6) 960(203.2) Any Directi1,230 C10�' 5/8 4 10 on (4.3) (5.5) g (15.9) (101.6) 12,' 1,225 1,710 (254.0) Any Direction (5.5) 3/4 4 12 16 (7.6) (19.1) (101.6) 1,315 1,950 (304.8) Any Direction (5.9) 1. Tabulated load values are for anchors installed in multiple wythe,minimum Grade SW,solid day brick masonry walls confbrrrling tc ASTM C+6�.Mortar must be mi um Type N.Masonry compressive strength must be at the specified minimum at the time of installation fin z 1,500 Itssi) •••• •••••• 2.Allowable load capacities life ss listed are calculated using an applied safety factor of 5.0.Consideration of safety factorpof 10 o i a be necess�(y dependingon the • application,such as Irfe safety or overhead, ��..� ' " ...... lr0it; y *see Goes* Combined Loading For anchors loaded in both shear and tension, the combination of loads should be 5 5proportionedIds follows: • ••..•• Nu 3 Vu 3 Where: N„=Applied Service ife Ion L� < 1 OR u + Nu V Nn Vn - 1 Nn + (V < 1 N�=Allowable Tensist on Load OL 1 n ) • V„-Applied Service Shear Load Load Adjustment Factors for Spacing and Edge Distances' Vn-Allowable Shear Load Anchor Installed in Normal-Weight Con Anchor Critical Distance crete Dimension Load Type (Full Anchor Ca aci Critical cal Minimum Distance Minimum Spacing(s) Tension P ty) Load Factor (Reduced Capacity) Load Factor s„=12 d � fNS=1.0 smin=4d fNs=0.50 Shear Edge Distance(c) Tension scr=12 d fvs=1.0 smin=4d ccr=8d fvs=0.75 Shear FN =1.0 cmin=3d ccr=12 d FN =0.70 fvc=1.0 cmin=3d fvc=0.15 Anchor Installed h Structural Lightweight Concrete Anchor Critical Distance ull Anchor Distance Capacity) Critical Minimum Distance Minimum Dimension Load Type (F P ty) Load Factor (Reduced Capacity) Load Factor Spacing(s) Tension Scr=14.1 d Shear scr=14.1 d fNs-1.0 fvs=1.0 smin=4.7d fNS=0.50 smin=4.7d Edge Distance(c) Tension ccr=9.4d fvs=0.75 fN =1.0 cmin=3.5 d Shear ccr=14.1 d _ FN =0:70 I.Allowable load values found n the performance data tables are multiplied by reduction factors when ancho pacing or e0dge distances are less than critical istances.Linear interpolation fvc-0.15 for intermediate anchor spacing and edge distances between critical and minimum di an anchor is affected by both reduced spacing and edge distance,the spat ng and edge reduction factors must be combined(multiplied).Multiple reduction factors,for anchor spacing and edge distance maybe required depending on the anchor group configuration. is allowed 108 �i www.Powers.com Canada:(905)673-7295 or(514)631-4216s __ _ Powers USA:(800)524-3244 or f91d1 7:;ic_g-3nn MI+ \7DV ,Erm DING RE�VI�6VqV -Z �) EAPPp VnIDKFE. I N - P4 %Ij oc oW ivw 1 ti Ott . . . . C14 Zell ••• . •• • • �� Z✓ ---' ,r ENGINEERING 1 '0 .-�--° EXPRESS® Order(Ref)#: 23261(42619-34949074r et s . OOR AND WINDOW REPLACEMENT Contractor: ROBERT ROSE y 9 NW 106TH STREET 29 NW 106TH STREET MI IAMI SHORES, FL FL r� yj Subject: Wind Load Design Pr e' cu "tions Components&Cladding) Site Information General: IeWation Building Classification: enclosed Directionality Facto_r�KI: 4 Q.85 Wind Speed (V„k): 170 mph Gust-Effect Facwr'('G,, -" 0:35 - Exposure Category: b Internal Pressure -- --- Roof Type: gable Coefficient;EC Roof Slope (6): 14.0 deg Topographical Factc:r(K t� - Mean Roof Height(h): 15.0 ft Velocity Pressure Ex�osare _T ^- - Coefficient K -4'7n Min. Building Dimension(L): 1000.0 ft ( n)� -- - Parapet a 3 feet? No Velocity Pressure(qh): 44406 psf End Zone jar- 40 elft . .' ••;• ASD Metha • 096w . ..:. . .... ...... ar t<lev ft 5,�ze:,1N x ii in Zone Shutter Area ftp. ;til $� 9 n3 . + GC•' Pressures • W1 (1) 15.0 74.0 x 3.0 5 No 10.0 0.57 36.14 1.00 -e4g +31.2%.41.8. „• w2 (1) 15.0 74.0 x 50.0 5 No 25.7 0.57 36.14 0.93 +29.3•/-37.9 •, w3 (1) 15.0 3708.0 x 50.6 5 No 1303.0 0.57 36.14 0.70 «0.80 +?$S• -25.9 •�� W4 (1) 15.0 37.8 x 50.8 5 No 13.3 0.57 36.14 0.98 7!36 +311.61j:40-6: '•: w5 (1) 15.0 19.0 x 38.4 5 No 10.0 0.57 36.141 1.00 -1.40 +31.21 41.8 w6 (1) 15.0 37.8 x 50.8 5 No 13.3 0.57 36.141 0.98 -1.36 +30.6/-40.6 w7 (1) 15.0 37.8 x 50.8 5 No 13.3 0.57 36.14 0.98 -1.36 +30.6/-40.6 w8 (1) 15.0 18.3 x 49.8 5 No 10.0 0.57 36.14 1.00 -1.40 +31.2/-41.8 w9 (1) 15.0 50.8 x 60.0 5 No 21.2 0.57 36.14 0.94 -1.28 +29.7/-38.7 w10 1 15.0 18.3 x 49.8 5 No 10.0 0.57 36.14 1.00 -1.40 +31.2/-41.8 Valid Only With Raised-Engir_eer NOTES:Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code Fifth seal Edition(2014).Results are not valid for use unless approved via original signature and raised - engineers -supplied data Uf a PE# 1 Eri eei ng Express.Resulf5^ire based on contractor laml Te -06.=016 °�c and shat en 'otFiefs�irior frtse.Se ct qi�&installation of products shall be _ - Vl '"� ,r riant,P.�. approvel thse ditneoris and�re�ssu�es as keri8ed by others. rt a E50974 r Cert Auth 935 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 23261(42619-3494907407) PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE 1 OF 2 AMR-- ENGINEERING EXPRESS Order(Ref)#: 23261(42619-3494907407) Project Details: DOOR AND WINDOW REPLACEMENT Contractor: ROBERT ROSE 29 NW 106TH STREET 29 NW 106TH STREET MIAMI SHORES, MIAMI SHORES, FL FL Subject: Wind Load Design Pressure Calculations(Components&Cladding) Site Information GeneraLCalcWation Building Classification: enclosed Directionality Factot�( Q.85 Wind Speed (V,,1J: 170 mph Gust-Effect Factor-(G1: -"-G.-&5 - _- Exposure Category: b Internal Pr,-s,- ; --+-J. Roof Type: gable Coefficient "GC�). 38 = Roof Slope (0): 14.0 deg Topographical Fact(.r(K t�- _ 1-0 - Mean Roof Height(h): 15.0 ft Velocity Pressure Exposmre Min. Building Dimension (L): 1000.0 ft Coefficient(Kh): Parapet>-3 feet? No Velocity Pressurq(gj!, 44r66•psf •.�. End Zon&*O PeAft °• ASD McThocls' P=0.6w .... . ..... pr Qty Elev(ft) Size:W x H(rtj Zone;Shutter?Area(ft) KZ(Kh) �'Z-(9 h),GCP+ taicp. PressuPC�(psf) .... w11 (1) 15.0 37.0x38.4 5 No 10.0 0.57 36.14 1.00 :1'40 +31.2y-41.8 •� c)1 (1) 15.0 32.0 x 80.0 5 No 17.8 0.57 36.14 0.96 61.31 +38 x•39.4 °°°° 02 (1) 15.0 32.0 x 80.0 5 No 17.8 0.57 36.14 0.96 -1!91,. +360 -•39.4: Valid Only With_Raised Enghic�r NOTES:Design is in accordance vrith ASCE 7-10(ASD method)and the Florida Building Code Fifth seal Edition(2014).Results are not valid for use unless approved via original signature and raised = _ = engineer seal of a PE from Engineering Express.Results are based on contractor-supplied data and shall be field verified by others prior to use.Selection&installation of products shall be T e Se 0 7016.I -- approved using these dimensions and pressures as verified by others. efF a iant,P.E. E6004 Cert Auth 9885 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 23261(42619-3494907407) PHONE:(954)354-0660—FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE 2 OF 2 X17/2017 Florida Building Code Online " y Q f .a. BCIS Home `: Log In User Registration Hot Topics Submit Surcharge Stats&Facts € Publications FBC Staff BCIS Site Map Links € Search Product Approval ry USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15210-R5 Application Type Revision Code Version 2014 Application Status Approved • •• •• •••••• • • • • 0000•• Comments 0000•• ' �� Archived '•"" 0000•• _ 0000 • • • • � • 0000•• 0000 • 0000• Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. • ••:••• Address/Phone/Email 5200 W CENTURY BLVD. �' ••e •••••• LOS ANGELES, CA 90045 •� (440) 969-9773 Ext 16 • rickw@rwbldgconsultants.com • • • ' •••••• 0000•• 0 • • • 0000•• Authorized Signature Vivian Wright •• • •••• • • rickw@rwbldgconsultants.com • Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproi nc.com Quality Assurance Representative Ron O'Connell IsrRUcrUF? Address/Phone/Email 5200 W Cent r� WC REQ//Ew Los Angeles CA V94�0VSC7 (440) 969-9 73 Ext 16 ronoconnell@p com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0: Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. V Validation Checklist- Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 httpsI/www.floridabLilding.org/pr/pr app 00.aspx?param=wGEVXQwtDgv3yWKJZlQRCFPqu8gbCgp`/*2bzCcAjPwi2OvD2Tkp/*2fmQBUw`/o3d%3d 1/4 2/17/2017 Florida Building Cade Online G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Equiv Equivalency Of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D 0000 Date Submitted 04/24/2015 • ' •...•• 0000 • Date Validated 04/26/2015 ••• • •• • •• • • Date Pending FBC Approval 04/29/2015 •••• ; '•.' •••••• Date Approved 06/23/2015 • . • • 0000•• 0000•• •••• • • • • 0000•• 0000• Summary of Products 0000 • • • FL# Model,Number or Name I Description •••• ' ' •• 0000 • 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact" Opaque Fiberg"a6i le Door- • '. Grain/Rustic/Mahogany Series O Inswing/Outswing (X- Conf=gur;io ) • • 0000•• Fiberglass Door • ""' • • Limits of Use Installation Instructions '••• : ••• • • •' Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.1.pd ••: 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 15210.1 for Design Pressure Ratings, any FL15210 R5 AE Eva[ 15210.1.adf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites- Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.2.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 15210.2 for Design Pressure Ratings, any FL15210 R5 AE Eva] 15210.2.1?df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 115210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites- Inswing/Outswing (XX; OXXO- Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.3.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 15210.3 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.3.pdff 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 Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X- Configuration) Fiberglass Door Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.pddf 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 R5 AE Eval 15210.4.pdf 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- Fiberglass Door Configurations) haps://www.floridabuilding.org/pr/pr_ppp dd.aspx?param=wGEVXQwtDgv3yWKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 214 2/17/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.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 15210.5 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.5.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites- Inswing/Outswing(XX; OXXO- Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.6.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 sees Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R5 AE Eva[ 15210.6.pdf • • 0000 0000 • [additional use limitations, installation instructions and Created by Independent TDird plty: Yes • product particulars. •• • V• •• 0000•• 0 • 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fibergleey6"le Door-Mtswing (4 • Grain/Rustic/Mahogany Series O Configuration) .... • • • • Fiberglass Door • • �••�•� 0000 0.00 0 Limits of Use Installation Instructions•••••• ••• • 0000 ••• Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210J.p'dt.• ••0 0000 • Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, R�.43409 . • Impact Resistant:Yes Created by Independent Ttyrd I�rls/: Yes 0 • •• Design Pressure: N/A Evaluation Reports • 0 000000 Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R5 AE Eval • j..0100 additional use limitations, installation instructions and Created by Independent Th?r� arty: Yes ••• • • • product particulars. ••0 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites- Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.8.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 15210.8 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.8.pdf 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 O Sidelites- Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.9.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 15210.9 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.9.[Ldf 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 O Configuration) Fiberglass Door Limits of Use _ Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.10.3df 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 15210.10 for Design Pressure Ratings, any 115210 R5 AE Eval 15210.10.pdf 1 additional use limitations, installation instructions and j Created by Independent Third Party: Yes `product particulars. 115210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or fGrain/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 R5 II Inst 15210.11.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 j Evaluation Reports I ! I https:/hvww.floridabdlding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgv3yWK)ZlQRCFPqu8gbCgp%2bzCgA4Pwi20vD2Tk%2fmQBUw%3d%3d 3/4 2/17/2017 Florida Building Code Online Other: See INST 15210.11 for Design Pressure Ratings, any I FL15210 R5 AE Eval 15210.11.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites- Outswing (XX; OXXO- Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.12.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 15210.12 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.12.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door,yWt Surface Grain/Rustic/Mahogany Series O Bolts-Outswing (X- Configuration) 000000 • •••• Fiberglass Door : ••• • Limits of Use Installation Instructions• •••• ; •••• *00*:• Approved for use In HVHZ:Yes FL15210 R5 II Inst 1521(f. 0000 • • • Approved for use outside HVHZ:Yes Verified By: Lyndon F. SCI"iTrTi e,IA . 43409 006600 Impact Resistant:Yes Created by Independent Thin!Pt1 Yes• • • • Design Pressure: N/A Evaluation Reports 0000 • ••;• • Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210_1-3_radf 000 • •••• 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 Dotble Di4irswAvSurface Grain/Rustic/Mahogany Series O Bolts on Active Door panel:Outs4ving (XXO- Configuration)b•• Fiberglass Door •• • *a*, • • • Limits of Use Installation Instructions •• Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.14,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 15210.14 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.14.pdf 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 O WINDSERT'" an operational window insert-Outswing (X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.15.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 15210.15 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.15.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. E EE Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide 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 click here. Product Approval Accepts: I RM N Credit Card safe i https://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZlQRCFPqu8gbCgp%2bzCoAjPwi20vD2Tk%2fmQBUw%3d°/aid 4/4 RW R W Building Consultants, Inc. Consulting and Engineering Services Rx the Building Industry ' CP.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 C • Florida Board orProfim;ional Engineers Cenilicaie of Authorization No.9813 Date: A ril 23 2015 Product Sub Category Manufacturer Product Name Category Swinging Piastpro,inc. Smooth!Wood Grain 1 White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic 1 Mahogany Doom Assemblies Los Angeles,CA 90045 Series O Fiberglass Door... Phone 440,969.9773 Inswin fOutswin -"Im ' ••• • Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.%(S djem ID&19961 for •� Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida ProdLiFj,�pgrpval,Dtparaffient of .... •• Business&Professional Regulation. 0..;.. • 0 • RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial jM8fttin the nap3r►y 00008 manufacturing or distributing the product or in any other entity involved in the approval process bt the proddct named • • •• •• •• •..•• herein. � . "'. Limitations: •• •• •• ••••�• 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code a uuatwrel requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base materiabshallbe beyond wall dressino..... or stucco. '••' i Sege • • • 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an imper resistant covering. 4. When used in areas outside of the"HVHT'requiring wind home debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 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-15210.4 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. S. See drawing FL-15210.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No, Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 14-0423.16 Saflex PVB Interlayer(Eastman Chemical Company) 13-0114.05 Royal Mouldings(Ext.PVC) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15210.4 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) e'` v, Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. r 5. Quality Assurance w �` �� '� Lyndon F.Schmidt,P.E. us,4m FL PE No.43409 4/24/2015 Sheet 1 of 1 plastpro 5200 W. CENTURY BLVD. am 37.50"MAX.OVERALL '�`Y�•., r•' �: z�'^ LOS ANGELES, CA 90045 FRAMEwg7TH •� ' Smooth / Wood Grain / White Wood GrainbriN Z RUsfic /Mahogany Series 4 Fiberglass Door �' L� a 4 INSWING/OUTSWING 9z rr r O zd IMPACT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Ronda Building Code N (FBC)structural requirerrients Including the"High velocity Hurricane Zone"(HVHZ). a "� 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material x Q ��; Q o shall be beyond wall dressing or stucco. at 3. When used in the"HM{iZ"this product complies with Section 1626 of the Florida Building Code and does not ° require an impact resistant covering. o 4. When used in areas outside of the"HVHZ"requiring wind home debris protection this product complies with Section 1604.1.2 of the 2014 FBC and does not require on impact resistant covering.This product meets missile level"t)and Includes Wind Zone 4 as defined In ASTM E 1446 and Section 1604.1.2.2 of the FBC. 5. For 2x stud construction,anchoring of these units shag be the some as that shown for N buck masonry L=j Construction. N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed o engineer or registered architect. N � � 7. Outswing configurations meet water infiltration requirements for'KVHr. All other configurations do not o meet the water infiltration requirements for the"HVHr and must be Installed only in non-habitable areas or at habitable locatkms protected by an overhang or canopy such that the angle between the edge of < canopy or overhang to sill is less than 45 degrees. Z TANEOFCONMIM UkE SHf1I Typical e DESCRiFfiDlavcition,desIp pressures.8generdnotes BWfhf6• p 77f '^ lit "ff17f: a J 2 MPG deta ro z 3 LAB frame details and&mng details • 3Tsde i a a• �••rr ••�- • 'z o a 4 Horizontal cross section INSWtNCsti •Y• •+/JiU unre:02/16 12 i a 5 Vertical crass sections 82.0 SCALL N.7.S. ° 6 lockdetcogs 1 37.50" OWG.BY. JK m 7 3-poW lock detcfts a 8 Buck and dame anchorlrsg OttTSVHINC •••X • 7160 • • cmx.BY, LFS 3 • 61.13" • • s oxa+se�s na: • • � 4 Components • iFL-15210.4 I 0 Bill of materials See sheets 2$.3for ha�vare a,Jtite frat•*desigh�t'§ssCr$ mitations v ••• • ••• e r 1 -0 " TOP RAIL ��`� • EXTERIOR 0.4" (COMP.) Ji `grip E" INTERIOR 1111111 lilt 111{ Z m d 1 CAP PVC CAP(PVC) a $ d Z N ( ' HINGE STILE(LVL) LATCH STILE(LVL( E i m c v HORIZONTAL CROSS SECTION ti m 9 d 2 a 2 aa� R .< g o -' oZ v s sa . x � 35.75"DOOR ffARDWARE TASTE '3 o ¢ MAX DESIGNz �+ WIDTH MANUfA IR MOAELo.' �vQ� 0 2 KNOB::.. SIGNATURE SERIESKwIKSEr + Gl m z 2 DEADSOLT: SIGNATURE SERIES(980) 75 G2 a m SCHLAGE KNOB:' F'SERIES(F51) f 7S o DEADSOLL V SERIES(860/62) o g PAMEX LEVER: F135 SERIES f� t 75 INTERIOR EXTERIOR a Y DEADSOLT: FDTSERIES 0 5 E �3^ HOPPE MULTI POINT LOCK: 3-POtNTTONGUE +50 0 _Liri W E P MULTI-POINT LOCK: TRILENNIUM"3000•SERIESA +_75 v 2 X <°: ry (n � O See sheets 6 and 7 for multi-point lock details. •..b g SEE HARDWARE FlBERGLASS SKIN / TABLE (0.125"MIN.THK.) °'• ¢ / o a FOAM CORE SEE HARDWARE (POLYURETHANE- ° m a` TABLE 1.9 PCF MIN.) a z •• •• • • • • •.. .., Iy O o Z ••• fBOBTOM RML •• T ::<. M'. DATF-02116112 ? a � D (COMP.) scut: N.T.S. � 3 OAR PANEL • • • M.BY, FJK 3 e • • �/�iR37CAL C�®SSISE TION NO.;LS 6 •• • • • • • • • i i FL-15210.4 f 0 see • ••• • • SHEEP 2 OF 11 0 c ••• • • • • ••• • • • • • • • • • • • • :�`��,t JK 24.22"MAX. O G FRAME WIDTH 20.50MAX. 12 3 51W GLASS BITE D.1-0.'WIDTH 13 12 E T- 1"OVERALL GLASS THK. : S V 1/8"ANNEALED GLASS <! 1.86" 1.86" ••.......• 0.090 SAFLETL®PVB �a�1.111Lq z° INTERLAYER`^ 8 N d � 5 1/8'ANNEALED GLASS \ 9 z_ 'A z. " i p AIR SPACE g 9 p o a = 5 I/8"TEMPERED GLASS �� "� a a T N o , ALUMINUM SPACER 3 EXT.FRAME 4 INT.FRAME 0 C! 40 5 12 INT, 3 Gl GlAtlNG DEfA1L � 2p Cj0 LL O O - Kcn W2 VifHtAMEuat� va�� w �� 4.25' �� Mai�DPSIGpi am Nd wo (TYP.) MANWACMR ;FRE ItRE r` Z'* ODL LITE FRAME ODL 75 & 24"MAX. n $"P FRAME WIDTH RSL ±60 >m 20.75 MAX. U E D.L.O.WIDTH m U EXT. N O 1/2°GLASS BITE w o 15 o 1-1/4"OVERALLTHK.GLASS N LL = 118'ANNEALED GLASS 13 13 0 = 0.090"SAFLEX®PVB a O 6 INTERLAYER-4 ( �/l 1.59" j i �P'( i/8"ANNEALED GLASS z {� w ^ AIR SPACElaI••• ••. : • : ••• 1'�" I o ry Q ? 1/S'TEMPERED GLASS - •• 00-0 • i i•i •• _� I O o &q a 1/2 NON-GROOVE SWIGGLE •• ••• •• • • •• z w/DELCHEM#80 POLYSULFIDE 174 1 5" DATE:02116112 S m 1/8"BACKFILL 16 6 scat N.T.S. 3 a nwc.BY.. JK m INT. • ••• TNf FRAME SCREW CAP a a �� G2 GLADNG DETAIi • • 1 • •• •• 16 17 cHK.er: LFS 3 & It P • • • • • • • oRnw He No.:• • • • • • • • • RSL LITE FRAME �•• �• i•• �• ••• ••• FL-15210.4 0 SHEET_!I_OF 1O O t z ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rl—Y Z - 5 5 EMB.fnP.I .�A. Q�' \ m 2 1 C ��••'••.... ..... • ��` J O m m �� ° ��rnr•�ss�``� �p m o Z d C INTERIOR " ° "�� EW 9o=a � mda� ® ° oz 2 ° R 4 o A 4 ° ° 3 > q o o F zQ h ° oy o U EXTERIOR H it W a D 27 E 1-1XMIN. i D 2 1 3 4 5 EMB.)1YP.) o o o 5 5 5 o _ °d B C r31 HORIZONTAL CROSS SECTION 2 1 D a a o k,,!�Shownw/IXsub-buck 0,15, B CSI K � )SINK C v n ° U L INTERIOR e o N ° a INTERIOR w o 40 Z In 0 L W 2 O •• ••• • • • • • °e pia F • •• • • • • ••• ^Q Z L 11 • • • • • • • • • Z U 58 °e DATE:02 16/12 1i EXTERIOR EXTERIOR 27 SCALE: N.T.S. 9 a E DWr.BY: JK 16 • ••• • ••• •• • ie o • • • • •2• HORIZONTAL CROSS SECTION ° CHK.ByLFS 3 t-t/4^MIN. HORIZONTAL CROSS SECTION •• • •• • • • DRIMIG No.: ry q OuVng shown-inswing 4 Wiswing shown-inswing s EMB.(TYP.) olso approved • •• • •• • • • o approved FL-15210.4 ••• • ••• • • • 13 sXEET 4 OF 10 N V K ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 JAW E ° a CUr7 " ° e n' ° e n ° p e e G r j•. m a N Zmov C L 1 2 t 9ooa mn.a� o G cZ 0 40 y ' EXTERIOR INTERIOR N 7 1 2 EXTERIOR INTERIOR U� W EXTERIOR INTERIOR r2 VEIMCAL CROSS SECTION g $ Shown w/1 X sub-buck ; N 1 VERTICAL CROSS SEC77ON N inswing w 29 f = I o g EXTERIOR INTERIOR E 'm EXTERIOR INTERIOR a ° ° P 30 31 32 33 3440 z VERTICAL CROSS SECTION w o $ Shown w/ADA ttueshold 8 36 37 38 0 E ° O Z E •° d a a ° Z U •• ••• •• • ° • •� •• 4 a i DAM 02/16/12° SCALE N.T.S. 9 r31 VERTICAL CROSS SECTION $ Oufswing confirguraHon • ••• • ••• ••• 4 VERTICAL CROSS SEC17ON M.BY: JK m e • • • • • • Inswing configuration CHK.BY-. LFS 3 • • • • • • • DRAWING NO.: � P • • • • • • • • • FL-15210.4 p ••• • ••• • • • sxar 5 OF 10 N V f ••• • • • • ••• • • • • • • • • • • • • • •• •• 9.0 • • •• •• ••• • • • ••• • • SID q's yy U N•; 0 m'V Z O ZU ti E m o oa '0 O m°•� (j) 2X BUCK $8 o Z }y 0 0 IX BUCK H 3a o 0 0 � dr � UL ouq 23 o zg o Y &NJo 2-17" -Z�Z-% V) s = 2X BUCK IX BUCK a ��NOPPE MULTI-POINT LOCKSEI' o " q O m 3-Polnt'fongue" o � � Rc eo • e 2X BUCK $8 " 1X BUCK H 23 N Z y w o _ 22 C N_ � o < '" ® sTR110EJAMB ELi o z •• • • • • • • Li •• Q h • • • • • • ••• • m .o`O Z z ••• • • • • • • • • "z o Y l7 Z DAIS 2116112 z p ® SCALE: N.T.S. 0 • ••• • ••• ••• • DWG.aY: X m' o • • • • • • ! CHK.BY; LFS 3 MULTI-POINiSTBIKEPLATE ��G1TLN�1NDLt�ADBQL�SiRi�PLAiE • • • a �a TMiQU2 @TIl • • E • • • DNAWING NO, & MANUAL RAISED TONGUE GEAR SYSTEM ••. . •.• ;' ' • ••• —1 s210.4 0 SHEET 6 of 10 N O r. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 ,z ' ®'D Z Z U 0 E U. o pZ w ` c 41 �d R v � 5 0 ¢�- R og a� w S U O n) O 0 a 'M a � N v 57 N ¢ N z > w o x � o � � o 0 2X BUCK Y 58 N v •s• ••s •1X�UC H • • •• a,Q F • •• • • • • ••• • �0 0 • • • • • • • • • Z U w zQ t 0216 12 IT SSE: N.T.S. I° arc.BY: JK m S • • O CHK.er: UFS 3 W&F TrBennium 3000 SERIES • • STRIKE JAMB DETAIL wwc Hrc 3 pt.LoCk • • • • • • • • • oanN • •• • •• • • • • FL-15210.4 0 SHEEP_L OF 10 i7 s' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •s %%%``�1 * b Alt. Q,i n 4. (TYP.) SEE HINGE L 2X BUCK D TYP.HEAD DETAIL(TYP.) ? v ■z d &JAMBS o G 1 X BUCK ti z E ?r$o O _ r 9 ors TYP.HEAD 'm m a a MASONRY g MASONRY &JAMBS, OPENING OPENING oz L�o za FRAME z a U 2X BUCK O ?o ~ — 2X BUCK i 5 s EL O U ADA SILL oof m ONLY a a �m a w BUCKANCHORING STRIKEJAMB FRAMEANCHOWNG HINGEJAMB w o o Masonry COrISIlUC110n Q o � CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at ft comers may be adjusted to matnraln the min. ¢ edge distance to mortarjoinls. I BUCK H a 2.concrete anchor locations rated as' M.ON CENTER'muse be adjusted toZ 9 1; maintain fhe min.edge distance to nwrtar joh1s.additional concrete anchors 2X BUCK L = B may be requfred ro errswe the AAAX.ON CENTER"dimension are not exceeded. 2$ ZI# *BI�CK• • • z3.Concrete anchor fable: •• • •• X BUCK H 9 „¢ hANCHOR ANCHOR MLN. MIN.CLEARANCE MLN.CLEARANCEB{�`-'�• • • •• 2XBUCK L raMAsorun rozntACENT 2X BUCK 58 z 7r.4: SFCEEktLiEDMt�v1ELMsE APICHOR. • • • • • 11 11 z o z rrw ® ' r 4 1X BUCK M DAZE 02 16/12 i a TAPCON 58 2X BUCK 11 z ELCO scALe N.T.S. ° ULTRACON Z7 • 1 X BUCK, ••• ••• DWG.BY. JK m TAPCONe 3/I6" 1.1/4 3" 1.1/7 • • ••HI AIL CHK.BY-. LFS 3 DRAWING NO.: s i,WOOD SCREW WSTALIATION NOTE: LATCH d DiADBOLT gETA1L• •• i• • i • • • g HINGE LIETAIL FL-15210.4 Ma(nrain o mWmum 5Ar"edge dBtance,1"end durance.6 I'o.c.spacing of ••• • ••• • • • o b wood screws M prevent fhe splitting of wood. OUISWITIg SHELT 8 or 10 N O d ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.56" 2" �4.56" �j o -(��• •• �C = =_�'n Fa pn � I W: ti T �2.44"�2.13"� ''''��11111.11'►�`�```\ Z�cJ ao O i� OV N 02 m ,NIWING MMHOID OUfSWING TFIRESHOID POLY FlBER JAMB E $z u d, DLP(QOSR) Columbia High Dam(581( Plasipro \ t `o a 9 a \ a md a:m v 4.56" 4.W ry LL 4.68a N4.7' o -- FTN= o N X2.36" 22" Zo k' 2 m Z E $Z OLlTSWING THRESHOLD31 QUT8WING THRESHOLD 2 WOOD JAMB (nm o 5 DLP(GOSH) Columbia(575) (n � g sWW amv� ~ o o � g 5.62" 5.63" o 2.088" m A a -- 0.52" o S N N v) _ T1 OUISWING THRESHOLD *ZNSWRVG THRESHOLD WEAIHERSTRLP �•ZDOOR BOTTOM SWEEP "� Endura(Z-Sm1es) '• Columbia Y um Force 5 W o m b o a 2 4,56" z z � 5.625° in g •s • •^• • • • • •• ui • • . . • • z ® • •• • • • • • 4.56" c Pn • • • • • ••. • Z z • C) • i .� • •• i z••• " DATE02/16/12 zz g SCALE: N.T.S. INSWING THRESHOLD INSWING THRESHOLD•• • •.• ••• . 29 ADA THRESHOLD DWG.er JK m Endura li-Seriesl 37 DIP(LSCS) • • • • • • • DLP CHK.BY: LFS ; • • • • • • • DRAWING NO.: • • • • • • • • • FL-15210.4 ••• • •.• • • • o SHEET 9 OF 10 ro — — r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a BILL OF MATERIALS REM# DESCR99 M AMATEM A 1X BUCK SG>=0.55 WOOD %� B 2X BUCK SG>=0.55 WOOD %�►" $a n C 1/4"MAX.SHIM SPACE ��i� .�� A D 1/4!'X 2-3/4"PFH ELCO OR I1W CONCRETE SCREW STEEL ,��qh ��``` z>m Z MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI �' E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE z 0 z 0 G 1/4 `�o 0 0"X 3-3/4"PFH ELCO OR A CONCRETE SCREW STEEL �! 3 ci°c w H 3/16"x 3-I/4"PFH ITW CONCRETE SCREW STEEL m a a I 1/4"X 1-3/4"PFH ELCO OR INV CONCRETE SCREW STEEL '� L #8 X 2-1/7'PFH WOOD SCREW STEEL $Z M #8 X 1-1/2"PFH WOOD SCREW STEELa 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME _ WOOD 3 EXT.FRAME(ODL) ALUM. 4 INT.FRAME(ODL) ALUM. o LL 5 #7-19 X 1-3/4"PPH SELF-DRILLING SMS STEEL 6 #10 X 1-3/4"PPH WOOD SCREW STEEL N 7 WEATHERSTRIP FOAM a m 8 DOOR BOTTOM SWEEP VINYL w a 9 4"X 4"BUTT HINGE STEEL `�m 11 #9 X 3/4"PFH WOOD SCREW STEEL o m 12 NON STRUCTURAL SEALANT SILICONE o 13 STRUCTURAL SIUCINE(DOW 995) SILICONE 15 EXT.FRAME(BY ROYAL MOULDINGS) PVC m a 16 INT.FRAME (BY ROYAL MOULDINGS) PVC E 17 SCREW CAP (BY ROYAL MOULDINGS) PVC 22 3 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL o 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a rn 27 LATCH STRIKE PLATE STEEL w a 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL 29 ADA THRESHOLD ALUM I 30 OUTSWING THRESHOLD ALUM/WOOD 31 01 WING THRESHOLD ALUM/WOOD a g 32 OUTSWING THRESHOLD ALUM/WOOD a ; 33 OUTSWING THRESHOLD ALUM/COMP ' Z 34 OUTSWING THRESHOLD AlWAANODD• • • • • •• ^'w i 36 INSWING THRESHOLDzwm/cgrp• ° o 37 INSWING THRESHOLD AAUM/WCOD• : : • •• _o 0 € 38 INSWING THRESHOLD M P • • • • •• z a z 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - DATE:02/16/12 °z 55 #10X]AIT PFH SCREW STEEL sGLE N.T.S. ° 57 BACKING PLATE a • ••• ••• • DW.m: JK m 0 58 #8 X 7'PFH WS • STEEL • • • • • Dwc.BY: LFS DRAWING NO, 3 s? • • • • • • •60 MULTI-POINT STRIKE PLATE • • • • d 62 LOCK ASSEMBLY L • • • ••• ••• FL-15210.4 0 >7 SHEET 10 OF 10 N I7 r. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •