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1805 MAYPORT RD - INTERIOR RENO PERMIT �s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD \ ,N ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 COMMERCIAL - ALTERATION COMMERCIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: COMM18-0011 Description: commercial interior renovation &change of occupant Estimated Value: 20000 Issue Date: 8/22/2018 Expiration Date: 2/18/2019 PROPERTY ADDRESS: Address: 1805 MAYPORT RD RE Number: 172185 0000 PROPERTY OWNER: Name: Chelsea Leonard & Gloria Moore Address: 1520 Francis Avenue Atlantic Beach, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Address: Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. r0,A City of Atlantic Beach APPLICATION NUMBER �S -. t‘ Building Department (To be assigned by the Building Department.) - - 800 Seminole Road /1 In ,A �.� ,, Atlantic Beach, Florida 32233-5445 l V/"` �"` ` 0 �OG Phone (904)247-5826 • Fax(904)247-5845 g I I�. ��a;;ter E-mail: building-dept@coab.us i Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: \ I OS JkC`i too(k- 4: Department review required Yes No dBuilding-) Applicant: 0a4V2-1( Planning &Zoning f A (� Tree Administrator t Project: 1 . �-QL Q- d oiS t 1.i i,(l L�lei-t�S, Public Works S i tr aA Cp . (n Public Utilities �, nS��� �� Public Safety Fre �`S $.-1.�. 5 5 vec�s5'krlC\ —4.13,.)S t •{6S5�t� -ervices> Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. R Denied. ['Not applicable (Circle one.) Comments: BUILDING cS = mT7'"`"d PLANNING &ZONING J Reviewed by: �cr,� Date: ( 71" TREE ADMIN. Second Review: 'Approved as revised. iDenied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 --.>\ - i.* 4"E '�.�� Fire Plans Review Fire Prevention Division 214 N. Hogan Street, Room 281 Jacksonville, Florida 32202 June 7, 2018 Chelsea Leonard 1805 Mayport Road COMM 18-0011 The Drawings submitted for permitting have been reviewed and Returned for Corrections. Please correct or provide the proceeding requested information to obtain plans approval. When resubmitting corrected sheets, please provide a written narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL" RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a "complete set" (not just the revised sheets) of electronic documents. 1.)Fire Code Specific Code Summary The building code and fire code differ on occupancy types and uses and can make the proper application of the code difficult. Please provide in addition to normal building code summary a fire code specific summary based off the Florida Fire Prevention Code (current edition) to include all the following information listed below. Failure to provide accurate fire code summary may delay plans review approvals as we return plans for corrections and clarifications. • Occupancy type sub-classification (per NFPA 101 6.1) • Building construction type (per NFPA 101 8.2.1) • Gross square footage • Number of stories • Building height • Interior wall and ceiling finish requirements • Allowable dead end limits • Allowable Common path of travel limits • Allowable travel distance limits • Any fire protection systems (sprinkler, fire alarm, etc.) • Statement from architect or engineers that their design to the best of their knowledge complies with the 6th Edition Florida Fire Prevention Code (FFPC). Also all existing building must provide classification of rehabilitation work categories per NFPA 10143.1 2)The City of Jacksonville's Fire Marshal's Office requires the submittal of a life safety plan for building permits for all new construction and existing building alterations in order to ascertain if occupancy is currently code compliant and to assist fire inspector in performing Life Safety Inspections. Please provide a Life Safety Plan to include all the following information on one page. If Life Safety Plan was submitted and you are receiving this comment, it means that all of the required info listed below was not included in your original submittal. It is understood that all listed items may not apply in your situation. Required measurements: (Worst case only need be shown.) • Dead end corridors measurements. • Common path of travel measurements. • Total travel distance to exits. Required Lock Latch details: • Lock/Latch details: Panic Hardware, Thumb turn lock, Key Lock with indicator and required signage. Required Occupant Load Calculation: • Calculated occupant load using table 7.3.1.2 of NFPA 101 2015 edition. Required Egress Inches: • Egress inches for means of egress components (doors, stairs, etc.) Required Number of Exits: • All required exits shall terminate at a "public way". Access to the public way shall be via a stable, firm, and slip resistant conveyance such as a concrete sidewalk with a min. 5'x5' landing and 44" walkway. Required Exit Separation Distance: Separation of exits using the one half(non-sprinkled) or one third (sprinkled) the diagonal distance rule. Required Electrical Stop/Disconnect Details: • Any required Emergency stops or Shunt trips. • Main Electrical disconnects access/location. Required markings of means of egress: • Exit signs to include tactile exits signage. Required fire extinguisher Locations: • Locations per NFPA 10 to include K class fire extinguisher locations in kitchens. Required Emergency lighting: • Show emergency illumination. Required Lightweight Truss Signage: • Location of lightweight truss signage per FAC 69A-60.0081 (if applicable). Please see below for clarification to requirement. http://www.coj.net/Departments/Planning-and-Development/Docs/Building-Inspection-Division/bulletin-f-01- 09-light-weight-truss-rule.aspx. �S 11'41*i, CITY OF ATLANTIC BEACH s 800 Seminole Road2 - Atlantic Beach,Florida 3 !\):-,,s,%4 I 1 pi REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date —1 1_ Revision to Issued Permit Corrections to CommentsPermit# Project Address \ ' D 1YY\1 PD P-T (ZD Contractor/Contact Name eVe1Q Leonard Phone —6,35 '143 I Email mu) re.. CA\01-'1k @ c 1 fl + Description of Proposed Revision/ Corrections: Permit Fee Due $ LI PC qA-P-cTV U 2 , 3 Additional Increase in Building Value $ Additional S.F. By signing below,I_ Q.StS' %, LPO YWCA affirm the Revision is inclusive of the proposed changes. (printed name) QST ( A8-2 Sig ature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments 614.,0fi� � 6 R°Ffr- Department Review Required: Building Planning &Zoning Revi• ed Tree Administrator Z Z Public Works Public Utilities ate /K Public Safe LI EV- re Services -- )4fD D E <r Drpf 11 CITY OF ATLANTIC BEACH ft, 800 Seminole Road Atlantic Beach,Florida 32233 10 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date —2-1 8 Revision to Issued Permit Corrections to Comments Permit# Project Address BO) mot y pO Contractor/Contact Name (\E\qa Leo ncrcl Phone I D LI •--(0 35 'it-4-3`l Email YYlCO re,. ck Ic-FC @° Ck71-1 nlp+ Description of Proposed Revision/Corrections: Permit Fee Due $ I_I FC FET Additional Increase in Building Value $ Additional S.F. By signing below,I C 11C, '‘ Leaf v2 affirm the Revision is inclusive of the proposed changes. (printed name 4S� --2-I Sig ature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments �1 Department Review Required: C74/�' `� �� S 6 � FF Building „ Planning & Zoning Revi• •ed L,' Tree Administrator Public Works 02//'<Public Utilities Public Safe e re Services -- 4A-MD I)ELI 04 ()Lk)NE- (14; Building Permit Application kitg; 2/ � , City of Atlantic Beach `. 800 Seminole Road,Atlantic Beach,FL 32233 . _...: Q Phone:(904)247-5826 Fax:(904)247-5845 / MAY — 8 2018 -04 Job Address: Q 135 rnCty po{(-"� Permit Number: tott4M t r-OD ( I Legal Description ( RE# Bukffn Dep rtment Valuation of Work(Replacement Cost)$.20, 000 Heated/Cooled SF 5)COO Non-Heate /�b}o[C riC Beach, FL • Class of Work(Circle one): New Addition Alteration Repair ove Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercia Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes ab N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: R 1cacs2- 8mrs .4 windows , spvo'f -Ciam Insvkc ({O1') 1z--,.( Q 1&., rk T , l�j0 4ifi-S S Ci c-ck•-vQe.►L L -Tv T S s 46-1,., c.N..)?k,.c._1. Florida Product Approval# for multiple products use product approval form Property Owner Information i Name: ChdSCCx L.eOY�CC.V "GP- ddress: 152_0 r1G 15 Me. City State Zip X72 33 Phone 7014- 40, S-- 9V-3`� E-Mail mo©Ye (J1 c-t'c cl o g Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Cf -,2 �� — 3 Contractor Information Name of Company: Qualifying Agent: Address City State Zip Office Phone Job Site/Contact Number State Certification/Registration# E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date 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 the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. 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 -=-a BTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 'A PL_ ;a l'RDING YOUR NOTICE OF COMMENCEMENT. / I i (Signature of Owner or Agent) (Signature of Contractor) tom^ C) ` `I (including contractor) room z mIctlei and sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed)before me this day of Izcn x:11(`__, cbl ' , by I,c,.,u- > too, L. ,by ° zo c.N' 0 --- o z Cigna ur- of Notary) (Signature of Notary)ri O I 1[ Per.•1 nally Known OR [ )Personally Known OR L_.:.-='---c ced Identificationt [ 1 Produced Identification Type of Identification: n,t:r Ct OO CLC 9-,) S\tC°11W Type of Identification: 1 t,.A , „„. City of Atlantic Beach APPLICATION NUMBER cS Building Department (To be assigned by the Building Department.) 800 Seminole Road. /1�� 'a1 1 -OG t. _ �� Atlantic Beach, Florda 32233 5445 CD P p ) Phone(904)247-5826 • Fax(904)247-5845 E-mail: Q '-4,11)9'r building-dept@coab.us Date routed: l i 16- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 OS I' (t pof . Department review required Yes No duifding Applicant: DaNs_-( fanning &Zoning) Tree Administrator Project: a EQU- C0.DOLS 1,- ,n 1.l��Si ublic Works 1 FPublic Utilities S` r a-A C061- n \A SUIV a- '1 Public Safety t.-'D .-4-0 Y".4.-r O 14 + 146*-' 6764.-,('A+s+ J Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: VfApp.raved. ['Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING • Reviewed by: Date: ptZ24 CS TREE ADMIN. Second Review: ❑Approved as revised. ['Denied.. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 km g • AlPf of •� Building Permit Application ),2 x. K- r., City of Atlantic Beach ;4 7 .e. �� 800 Seminole Road,Atlantic Beach,FL 32233 t, a yy���� • "-*--' Phone:n(904)-, 247-5826 Fax:(904)247-5845 MAY " O 201 �`J•.�w Job Address: 1��5 MI�r# Kk . Permit Number: CAM i'' DO ( I Legal Description r RE# PURCIffieleplement Valuation of Work(Replacement Cost)$20, O O Heated/Cooled SF 5 IOoQ Non-Heated/Cboled±'C Beach, FL • Class of Work(Circle one): New Addition Alteration Repair ove Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercia Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): YesNo N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Re.•placsz, ctcx,rs ' w>nclows / spvta-y -Siam tnsvlad-ton Florida Product Approval# for multiple products use product approval form Property Owner Information f Name: C✓rld. c� Wd LeO�b4, j. ddress: 1520 F(13-1'riS Me. City State . Zip 327 S3 Phone �d4— (6AS— c 3Gi E-Mail O©Y� . C�JiP • C. Q 1'+' C (7 . O 7-903 8 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) ( r1Q,12 I Contractor Information Name of Company: Qualifying Agent: Address City State Zip Office Phone Job Site/Contact Number State Certification/Registration# E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date 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 the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. 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 -=-a BTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ;••;s ::,:•. I *', y,..o.l"RDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) (Signature of Contractor) a 0'0 I (including contractor) 7-o pm a m and sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed)before me this day of 18 „lag` �l ,by i�vt) by v z o o N 0 N ( z igna ur of Notary) (Signature of Notary) o � [ gPer•i nally Known OR [ ]Personally Known OR --/ ced Identification ,` [ ]Produced Identification T Type of Identification: \DC 0.- '' / \ i e,vQ. Type of Identification: -StA`Jj%i City of Atlantic Beach APPLICATION NUMBER ~ ,�';t Building Department (To be assigned by the Building Department.) -A. tt1,� 1;-„ 800 Seminole Road ' � f si- C0,1 �t �—OG Atlantic Beach, Florida 32233-5445 1 Phone(904)247-5826 • Fax(904)247-5845 5 I q 1 �� E-mail: building-dept@coab.us Date routed: ! l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: OS f"k0```1 poor. 4 D artment review required Yes No Applicant: D anning & oning �(� Tree Administrator Project: `c L -�(.Q- i1 u(iS pblic Works blic Utilities c c)( A aen knsutlLM1 Public Safety o r{ + ��.. (�cc`'�'A rc T FireServices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. Denied. I INot applicable (Circle one.) Comments: 111110,11 PLANNING &ZONING .� � Z/7/$'Z/7/$'Reviewed by: / �� Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. INot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,II_Al City of Atlantic Beach APPLICATION NUMBER �S , Building Department (To be assigned by the Building Department.) ,,_,. 800 Seminole Road /t� M Sj_O �, Atlantic Beach, Florida 32233-5445 1 , 0 G Phone(904)247-5826 • Fax(904)247-5845 MAY 15 2013 A=!gills'' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: \ I O S frkt i. pork-0,—d, •e. . tment review required Yes No Applicant: Dti'f\-0-- - anning & oning Tree Administrator Project: t a MI Q d ooIS( 1.).'t) & L-t) Works QM \ + Public Utilities S i r a-A ;A sua_ct �'�� Public Safety 1-3 �.v Uw., .SOY A-r o 4 + '4e -` Qcc..-) AAFire' eS�rvices Review fee $ / Dept Signature X w1 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. of applicable (Circle one.) Comments: *IOW PLANNING & ZONING ✓ (14 —'------ , Reviewed by: \ vDate: 3113.'" \V TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: _ FIRE SERVICES Third Review: FlApproved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 SJ.A,��;yf, City of Atlantic Beach APPLICATION NUMBER �r Building Department (To be assigned by the Building Department.) 800 Seminole Road /1c) ( , s Atlantic Beach, Florida 32233-5445 MAY 15 2013 Phone(904)247-5826 • Fax(904) 247-5845 I q rz,;; 9`,4E-mail: building-dept@coab.us Date routed: l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 1 aSf a" (301 4.. De artment review required Yes No Applicant: D k.,i\-04 anning oning �,��`` Tree Administrator Project: c I i ttL Q ( VS i ut e n ki-os, works (Public Utilities S Q t CDa th ••[\sa,Vc 1 R1 Public Safety �'V(r 4.aoY"(A-T-1 c,.. t 146 Ace--mo. "r Fire ervices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I 'Denied. }L Not applicable (Circle one.) Comments: PLANNI G &ZONINGReviewed by: a.•s .�1— Date: S�%S_/� TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 - 110 Cnrac Lt,ht f Q • I � LO1 4, SELVA MARINA GARDEN TWO,AS RECORDED IN PUT BOOK 38; PAGE 39, B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ^ NOTES: g THIS IS A BOUNDARY SURVEY. g$$ I oa BEARINGS ARE BASED ON THE SOUTH LINE OF Sy LOT 4, BEING SOUTH 89'08.46'.WEST. PER PLAT. i `$ t I THERE ARE NO BUILDING RESTRICTION LINES BY PLAT. $ 1g <z Xtm / 1 ti a O I LOT 5 THE PROPERTY SHOWN HEREON LIES IN FLOOD t■ 11 / 8 ZONE'L (AREA OUTSIDE 0.2R ANNUAL CHANCE `a ,; wv.: 7.e FRFL�THENP1,000 INSAS LAS CAN URANCE RATE DETERMINED MAP NUMBER \ • W ,/T u 1586121'55'E 555.29'DELD) 12031C0407H REVISED JUNE 3, 2013 FOR THE CITY 0� '�s� u?yl S86 17'40"E y 1 15.14 W CITY OF ATLANTIC BEACH.DUVAL COUNTY,FLORIDA. 2cl ruR 1.,..„...„6„,,,,,,,,, .-..,...,-..1.0 �srw -•.-0' a ._...,.. ...=,... ,ix-eeu, > 5- e 1 a) f-^^ _-S,..,......„........ ao -1 o�sc.rm un g l ' l� !L. is7 Q Selvy 0 L I) ('N .(u ,0.1 slim. So 1p L Q �9 0 o n ) � - earo I 8 4ta4e.� i 0 / 1' as L4., < I ``AA.6615711x. ejUT cw� ;e`o `"''j£D .,• e• PIPE I' IDRAINAGE NOTE• .`P 4 .0 i a t"' „L _a, - O[au a "J0 n�ox 1.- C. Q 1. 1HE COVERED PORCH AND STOOP SHALL BE � :••.z - µ f `m-? t" ' W/e` ,, ► n 1, y� SLOPED AT MIN. 1%AWAY FROM STRUCTURE• AT THE i.; �- fi�yw L' q9r %,-+yFp�- CONNECTIONPOINT Of 7HEPORCHANO STOOP,THE n:_ ¢ % f �� t"-"- `r'l yk, 3 z.4 TYPICAL ELEVA7TON DROPSHALLBE4INCHES. B 1w6o�; C •r i�" mll`� _ iW0 SFE OFY�EµpS ` 19.9 !N� Or s ' N0 a OW F- 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. BIN 90 ',``� T .4J, s .' '2 I BELOW F.F. ELEV. N ,;( 747 ;14 - .'a)'`1111 •,.a _ Myr. u))� a- 3. INSTALL 6' YARD DRAINS W/UNDERGROUND 6" SOCK DRAlN(SfAlimm W L ' - ' eyy vc IL FROM BOTTOM OF RETENTION AREA TO BE USED AS A OVERFLOW 7 18 , 1 an)" , ) L ��=0' OS• )' WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. DOWNSPOUTS A 9,._.', e' rc1..F • •l-�,--a,��E , 79.e• � o N 0 ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK lu 8 I :P%RO•: S89108'." 120.00 4 DRAIN PIPE. 5 8 a i.MuDa vr.,•) 120.75 FIELD) - a d - 5 0 4. CITY OF ATLANTIC BEACH ORD. CODE SEC.24-66(6) ON ogi j _� ^adi^"-t-'� d•'""w1 for la O. f SITE RETENTION F7 m I W 3Y LOT 13 F�11 41,r1 P"�.� 0 z O S l d' 5. RETENTION AREA TO RETAIN 993cuft OF WATER FOR 25YR. < rn g S1.. m - w STORM INTENSITY OF 9.3 INCHES. a,6 i I a I °d SELVA MARI A GARDEN e„+54,.,1 F,ya \ F'�`.T BOOK 37, PAGE $4 DRAINAGE LEGEND �,Q o 4,- PRE-FLOW ARROW f 09.4 PROPOSED SPOT EL L 1 P"`)'�+t ` 40,C Sb 4. P e.�'T'nao,-{ l {IJysS�� " / 43.1.- POST-FLOW ARROW - PROPOSED SHALLOW TOB 'm" APPROVE® (03.0) EXIST.SPOT EL _ 6'PVC PIPE DIMENSIONS SHOWN HEREON 'E PER mi.FLOOR PLAN RIGHT OF WAY-- - -� - ---__ - / ` LOT s MODEL"BEACH HOUSE' 2 O t 1-1 STREET i //12 _- LOT 512E , -7.4095 SO FT' i °NNY/AY TO R/W 3225 69.Ft. .'^" '-A a .4 ce.,<„3:, rc}.;,,:.:'.53 GRAPHIC SCALE +ins CONE,PADS 28:50.R. .(41t $i ><_.-_ 6-l✓7® re " .. :- I POOL PATIO 1.1255 S0.FT, 1. a�onans RIGHT-OF-WAY 1'97g5 S°'R. DONN W. BOATWRIGHT. P.S.M. i •RIGHT-OF-WAY LENGTH 55.00 FT. - FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 1 TOTAL IMPERVIOUS:COVERAGE �4 50.FL --....„......FLORIDA LIC.SURVEYING&MAPPING BUSINESS No.LB 3672 (IN FEET) i inch- 20 It ` , ! Naw Add {,•.,f - na4 2.93 ¢ '•/- (,,,o,47y- n.4 Cti. + •. I.rae4 4 CITY OF ATLANTIC BEACH t ,� 800 Seminole Road Atlantic Beach,Florida 32233 1 1-4- REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date SI (,..S-1 (7 Revision to Issued Permit Corrections to Comments✓Permit# 0..1gA11 'OD l I Project Address l ' QS- ! k pp/k- O . Contractor/Contact Name 3 (12_4 C V t1S-QL" LLc f 1(rd Phone 9 out - (p -g4.39 Email 0000_*Li1e15tA C(1t'nQ.'- Description of Proposed Revision/Corrections: Permit Fee Due $ ‘v[6.(an, 1/4- apt, :desk ((ma tk c Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date E.: ,J May 15, 2018 Chelsea Leonard 1805 Mayport Roar Property Owner RE: Fire Flow Test for 1805 Mayport Road Ms. Leonard: The City performed a flow test on the fire hydrant on Stanley Road, adjacent to 1805 Mayport Road(proposed Atlantic Beach Arts Market)with the following results: Location: Stanley Rd. &Mayport Rd. Test Date/Time: 5/15/18 8:41 AM Static Pressure: 50 psi Residual Pressure: 40 psi Test Flow Rate: 1,060 gpm Estimated Flow @ 20 psi: 1,919 gpm Tested by: Chris Walker,Division Director The above estimated flow at 20 psi is based on NFPA section 291,AWWA M-17. Should you need additional information,please call me at(904)247-5834 or email me at kmoore@coab.us. Sincerely, 482- Kayle Moore,PE Public Utilities Director cc: Chris Walker,Division Director Dan Arlington, Building Departmentmoore.chelsea@att.net Public Utilities Department 902 Assisi Lane Jacksonville, FL 32233 (904) 247-5834 vY Xy CITY OF ATLANTIC BEACH WNER / BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. AD1 ,805 M vpoRT PHONDgMBER r 9431 Cease , _fonckv-cl PRINT •ME A1.2 A 11,_L _, 5-8SIG TURE D Before me s day of 0-4-t20 ��n the county of Duval,Sta of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are true and accurate. F L Notary Public at Large,State of County of 1 I 4,24:W�,T JENNIFER JOHNSTON Personally Known ! . MY COMMISaiON#GO 04208411 Q uced Identification- C. �c♦ L,.SAti L-v I.'� ,.. 4 EXPIRES:OciW'X 2 2020 , . 1/ or f;gt' I'nm ed Thr ':clary P.,bllc UndsiwIMMs Notary Signature: F:BLDG/Owner-Builder Affadavir; :4/16/2009 I#0 The Home Depot Special Order Quote ` � Customer Agreement#: H6365-80492 \ Printed Date:4/1/2018 Customer: CHELSEA MOORE Store: 6365 Pre-Savings Total: $778.19 Address: 1520 FRANCIS AVE Associate: DOUGLAS Total Savings: ($116.73) ATLANTIC BEACH, FL 32233 Address: 12721 ATLANTIC BLVD Pre Tax Price: $661.46 JACKSONVILLE, FL 32225 Price Valid Through: Phone 1: 904-635-9439 4/11/2018 Phone: 904-220-0822 Phone 2: 904-635-9439 Email: MOORE.CHELSEA@ATT.NE T All prices are subject to change. Customer is responsible for verifying product selections. The Home Depot will not accept returns for the below products. JEta, 'EN Call Width = 72 .i• s w. I a.illf li i/! 10 Call Height=80 MEntry Doors Frame Width = 73.875 i . Frame Height= 80.875 NI Line Number Item Summary Was Price Now Price Quantity Total Savings Total Price 100-1 73.875x80.875 Steel Double Door Unit Active/Inactive $778.19 $661.46 1 ($116.73) $661.46 Outswing Unit 100 Total; $778.19 $661.46 $116.73 $661.46 Begin Line 100 Description ----Line 100-1---- JELD-WEN Windows&Doors Door Glazing/Clear or Privacy Type=Insulated Jamb Width=4 9/16" 73.875x80.875 Steel Double Door Unit Low-E Jamb Finish Type=None Active/Inactive Outswing Door Glass Privacy Rating=1 Jamb Specie=Primed Auralast Call Width=72 Door Glass Grille Type/Color&Profile=White Weather-Strip Type=Compression Bronze Call Height=80 External Sill/Threshold Type=Fixed Bumper Frame Width=73.875 Door Screen Type=No Screen Sill Width=4 9/16" Frame Height=80.875 Door Bore=Double Bore Sill Finish=Aluminum Building Code=FBC-HVHZ Inactive Door Bore=None Room Location=new room Impact Rating=No Lockset Bore Position=44 Is This a Remake=No Energy Star Needed=NON-Energy Star Door Dead Bolt Bore Position=5 1/2" Specific Information=none Models Hinge Prep=3-Hinge Prep Structural DP Rating=DP+50/-50 Unit Type=Pre-Hung Hinges Included=Yes Water Rated=No Handing&Swing=Active/Inactive Outswing Hinge Size=4"x 4" Regional Compliance=FBC-HVHZ-NAMI Application=Full Hinge Type=Standard Florida Approval Number/4347044 • Door Type=Doors with Inserts Hinge Radius=5/8"Radius/Square U-Factor=0 Door Thickness=1 3/4" Hinge Finish=Oil Rubbed Bronze Solar Heat Gain Coefficient=0 Door Style=Flush Full Lite First Hinge Position=6 3/4" SKU=558463 Door Finish Type=None Second Hinge Position=36" Vendor Name=S/O JELD-WEN DOOR SYSTMS Door Order Method=Store Delivery Third Hinge Position=65 1/4" Vendor Number=60054820 Brickmould Specie=None Astragal=HD White Aluminum Manufacturer=JELD-WEN,Wedowee(EX) Door Glass Insert Size&Shape=22 x 64 Astragal Location=Inactive Door Customer Service=1.800.246.9131 Rectangle Security Flange=No Catalog Version Date=03/22/2018 Door Glass Insert Option=Clear/Privacy Grille Flush Bolts=Flush Bolt Top and Bottom Designs Jamb Cladding=No Page 1 of 2 Date Printed:4/1/2018 10:47 AM 4V-1"?'/*, « CITY OF ATLANTIC BEACH 4 800 Seminole Road t _— °''1 Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 4.51t 511 C> Revision to Issued Permit Corrections to Comments Permit# CC) rAti\ t cj-DO 1 Project Address ( U O 5 1.1 i•: (>0 12.-k-- Contractor Z rContractor/Contact Name CD-444a¢ /5,_,►�_p 6.1z_ CA t^`. 5 a-4% (._.e-c- k ki2-P' Phone 6 ?j S - 9 4 31 Email r-AootzE. L.E-(e—c kr. ?-( c. — Description of Proposed Revision/Corrections: Permit Fee Due $ i\?i'4v4a- \_(oz,c, vR._E. Re. cl s t S . ej-c> AS f:2;-A,-ii l.4 L-A- t 4 e Door-5 - \-( - . P. 'c'^r2v4l`,__ Additional Increase in Building Value $ 0 Additional S.F. QC By signing below,IV-k- affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved P- Denied Not Applicable to Department Dit� Revision/Plan RevieN , y / Pim CA D aent Revie d Building l,e_C Y-1 frC -- lanning &Zoning ' s Reviewed Byi4' I. Tree Administrator F1 ` , �x FL n y--1- . "" Public Works _ Public Utilities Q.5 _ (t '> ( t U Public Safety .7 i �,Gr f 1D Date Fire Services /y)a Y NOTICE OF COMMENCEMENT State of F''o y\ U Ct Tax Folio No. County of 1)Vt(a, To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. sj_ ! 6 1 Legal Description of property being improved: /00 0 C°t 7Mer G,q„ i C 6 /7-2 S- 1., 2 _ D velivkR .FA/P e ` 073 yv �0� Address of property being improved: t$�5 MO, � �,���{C 1l1FL $1233 General description of improvements: Ve,O' _ arm, cA1cr-s w/ .. h dewsr bl o c k l)17 ok ck doors 1 s?Yn.. -Warr 1\%--kA cxx►-e Yop-c t. Owner: 1, el Q LQ.O n Cu'Ti Address: I Sio C S 4' Q 32Z5.; Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: ,fie,fyi' Q5 O Address: Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER t5ol g,I Signed: 4). –e-c-e-yl,'4.- Date: Doc#2018115084,OR BK 18387 Page 1154, Before me thisday of ,A,.. , .,, , in the County of Duval,State Number Pages:1 Df Florida,has personal y appeared -1(on tt Oat Recorded 05/15/2018 09:26 AM, Votary Public at Large,State of Floridan Co ty of Duval. RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Ay commission expiires: \/..L.<<, i tai !I!% __ _T-____--- — - I COUNTY 'ersonally Known: MEI ......, N'i:ER Jr 4MSTON 1 or RECORDING $10.00 'roduced Identification: I '$1'' ' < YCOMMISSION# ' ' ' •* .'1.. :‘ EXPIRES: o.,ar sIL 4,o??.$ Bondtd Thru Notarp Pt.b11�rwnt" S., ESICC Most Widely Accepted and Trusted EVALUATION CEJSERVICE Innovation RESEARCH LASS ICC-ES Report ESR-3458 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 11/2016 This report is subject to renewal 11/2017. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION -� tt A 13 k12:17 • e-ve, - Q (-s c'R E..7 REPORT HOLDER: CHEMICAL BROTHERS INTERNATIONAL, LLC 200 INDUSTRIAL BOULEVARD MCKINNEY, TEXAS 75069 EVALUATION SUBJECT: QUADFOAM® 500 OPEN-CELL SPRAY POLYURETHANE FOAM INSULATION OA !cc C' , ES . ICC ICC PMGI T LS ED Look for the trusted marks of Conformity! Tas "2014 Recipient of Prestigious Western States Seismic Policy Council ■�� (WSSPC)Award in Excellence" A Subsidiary of CODECOUN mama.' AmmAW ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not SCCPINS specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. a A«..arca, Copyright© 2016 ICC Evaluation Service, LLC. All rights reserved. ESEVA:ij;,.UN SLE;I; Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3458 Reissued November 2016 This report is subject to renewal November 2017. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE Quadfoam 500 is a two-component, low-density, open-cell, PROTECTION spray-applied, polyurethane foam plastic insulation. The Section: 07 21 00—Thermal Insulation installed nominal density of Quadfoam 500 is 0.5 pcf (8 kg/m3). The two components of the insulation are REPORT HOLDER: polymeric isocyanate (A-component)and a polymeric resin (B-component), which, when stored in unopened CHEMICAL BROTHERS INTERNATIONAL, LLC containers at temperatures between 40°F and 100°F 200 INDUSTRIAL BOULEVARD (4.4°C and 37.8°C), have a shelf life of twelve months. McKINNEY,TEXAS 75069 (972)542-0072 3.2 Surface Burning Characteristics: www.euadrantchemical.com When tested in accordance with ASTM E84,at a maximum thickness of 4 inches (102 mm) and a nominal density of ADDITIONAL LISTEE: 0.5 pcf(8 kg/m3), Quadfoam 500 has a flame-spread index of 25 or less and a smoke-developed index of 450 or less. QUADRANT URETHANE TECHNOLOGIES Thicknesses of up to 71/2 inches (191 mm) for wall cavities 200 INDUSTRIAL BOULEVARD and 11% inches (292 mm) for ceiling cavities are McKINNEY,TEXAS 75069 recognized, based on room corner fire testing in (972)542-0072 accordance with NFPA 286, when the product is covered www.quadfoam.com with minimum '/-inch-thick (13 mm) gypsum wallboard or an equivalent thermal barrier complying with, and installed EVALUATION SUBJECT: in accordance with,the applicable code. QUADFOAM 500 OPEN-CELL SPRAY POLYURETHANE 3.3 Thermal Resistance,R-values: FOAM INSULATION Quadfoam 500 has thermal resistance (R-values) at a mean temperature of 75°F (24°C)as shown in Table 1. 1.0 EVALUATION SCOPE 3.4 Intumescent Coatings: Compliance with the following codes: • 2012 and 2009 International Building Code®(IBC) 3.4.1 QuadCoat TB Intumescent Coating System: The QuadCoat TB intumescent coating system consists of • 2012 and 2009 International Residential Code®(IRC) QuadCoat ICP Primer and QuadCoat TB intumescent Top • 2012 and 2009 International Energy Conservation Coat coatings, manufactured by TPR2 Corporation. The Code®(IECC) coatings are single-component, water-based coatings, • 2013 Abu Dhabi International Building Code(ADIBC)t supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and having a shelf life of 12 months when stored in tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced factory-sealed containers at temperatures above 50°F in this report are the same sections in the ADIBC. (10°C). Properties evaluated: 3.4.2 TPR2 Fireshell® TB Intumescent Coating • Surface-burning characteristics System: The Fireshell® TB intumescent coating system • Physical properties consists of Fireshell® ICP Primer and Fireshell® TB Top • Thermal resistance(R values) Coat coatings, manufactured by TPR2 Corporation. The coatings are single-component, water-based coatings, • Attic and crawl space installation supplied in 5-gallon (19 L) pails and 55-gallon (208 L) 2.0 USES drums and having a shelf life of 12 months when stored in factory-sealed containers at temperatures above 50°F Quadfoam 500 is used as a nonstructural thermal (10°C) insulating material in buildings of Type V-B construction (IBC) and nonfire-resistance-rated construction under the 3.4.3 Quadcoat IB Intumescent Coating: Quadcoat IB IRC. The insulation is for use in wall cavities and intumescent coating, manufactured by TPR2 Corporation. floor/ceiling assemblies, and, when installed as described is a single-component, water-based coating. The coating is in Section 4.4, in attics and crawl spaces. supplied in 5-gallon (19 L) pails and 55-gallon (208 L) 3.0 DESCRIPTION drums and has a shelf life of 12 months when stored in factory-sealed containers at temperatures above 50°F 3.1 General: (10°C). ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ® ANSI as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. asp moss wo-as. .. Copyright®2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 4 ESR-3458 I Most Widely Accepted and Trusted Page 2 of 4 3.4.4 TPR2 Fireshell® IB Intumescent Coating: be applied at a minimum wet film thickness of 9 mils Fireshell® IB intumescent coating, manufactured by TPR2 (0.23 mm) [5-mil (0.13 mm) dry film thickness], at a rate of Corporation, is a single-component, water-based coating. 0.53 gallon (2 L) per 100 square feet (9.2 m2). After The coating is supplied in 5-gallon (19 L) pails and 55- curing, QuadCoat TB Top Coat must be applied at a gallon (208 L) drums and has a shelf life of 12 months minimum wet film thickness of 15 mils (0.38 mm) [9-mil when stored in factory-sealed containers at temperatures (0.23 mm) dry film thickness], at a rate of 1 gallon (3.8 L) above 50°F (10°C). per 100 square feet (9.2 m2). The coatings must be 3.4.5 DC315 Intumescent Coatings: DC315 Primer and applied over the Quadfoam 500 insulation and cured in DC315 Top Coat are intumescent coatings, manufactured accordance with the coating manufacturer's published by International Fireproof Technology Inc. The coatings instructions and this report. Surfaces to be coated must be are single-component,water-based coatings, supplied in 5- dry, clean and free of dirt, loose debris and other gallon (19 L) pails and 55-gallon (208 L)drums and have a substances that could interfere with adhesion of the shelf life of two years when stored in factory-sealed coating. Each coating must be applied in one coat by containers at temperatures between 41°F (5°C) and airless spray equipment at ambient temperatures above 95°F(35°C). 50°F(10°C)and relative humidity of less than 70 percent. 4.0 INSTALLATION 4.3.2.2 Application with the TPR2 Fireshell® TB Intumescent Coating System: The prescriptive 15- 4.1 General: minute thermal barrier may be omitted when installation is Quadfoam 500 must be installed in accordance with the in accordance with this section (Section 4.3.2.2). The manufacturer's (Quadrant Urethane Technologies) insulation and coatings may be spray applied to the published installation instructions and this report. The interior facing of walls, the underside of roof sheathing or manufacturer's installation instructions and this report must roof rafters, and in crawl spaces, and may be left exposed as an interior be strictly adhered to, and a copy of the instructions and finish without a prescribed 15 minute thermal this evaluation report must be available on the jobsite at all barrier or prescribed ignition barrier. The thickness of the times during installation. foam plastic applied the underside of the roof sheathing must not exceed 131/2 /2 inches (343 mm). The thickness of 4.2 Application: the foam plastic applied to walls and/or vertical surfaces The insulation must be applied using spray equipment must not exceed 11 inches (279 mm). The foam plasti® specified by Quadrant Urethane Technologies. The must be covered on all surfaces with the TPR2 Fireshell product must not be used in areas which have a maximum TB intumescent co®ting system (TPR2 Fireshell® ICP service temperature greater than 180°F (82°C), nor in Primer and Fireshell® TB Top Coat). The Fireshell® ICP electrical outlet or junction boxes or in contact with rain or Primer must be applied at a minimum wet film thickness of water. The product must be protected from the weather 9 mils (0.23 mm) [5 mil (0.13 mm) dry film thickness], at a during and after application. The insulation can be installed rate of 0.53 gallon (2 L) per 100 square feet (9.2 m ). After curing, Fireshell®TB Top Coat must be applied at a in a single pass up to a maximum 131/2-inch (343 mm) thickness. minimum wet film thickness of 15 mils (0.38 mm) [9-mil (0.23 mm) dry film thickness], at a rate of 1 gallon (3.8 L) 4.3 Thermal Barrier: per 100 square feet (9.2 m2). The coatings must be 4.3.1 Application with a Prescriptive Thermal Barrier: applied over the Quadfoam 500 insulation and cured in Quadfoam 500 must be separated from the interior of the accordance with the coating manufacturer's published building by an approved thermal barrier complying with, instructions and this report. Surfaces to be coated must and installed in accordance with, IBC Section 2603.4 or dry, clean and free of dirt, loose debris and other IRC Section R316.4, as applicable, except where substances that could interfere with adhesion of the insulation is in an attic or crawl space as described in coating. Each coating must be applied in one coat by Section 4.4. Thicknesses up to 71/2 inches (191 mm) for airless spray equipment at ambient temperatures above wall cavities and 111/ inches (292 mm) for ceiling cavities 50°F(10°C)and relative humidity of less than 70 percent. are recognized based on room corner testing in 4.3.2.3 Application with the DC 315 Intumescent accordance with NFPA 286, when covered with minimum Coating System: The prescriptive, 15-minute thermal '/cinch-thick (13 mm) gypsum wallboard or an equivalent barrier may be omitted when installation is in accordance thermal barrier complying with, and installed in accordance with this section (Section 4.3.2.3). The insulation and with,the applicable codecoating system may be spray-applied to the interior facing 4.3.2 Application without a Prescriptive Thermal of walls, the underside of roof sheathing or roof rafters, Barrier: and in crawl spaces, and may be left exposed as an interior finish without a prescribed 15-minute thermal 4.3.2.1 Application with the QuadCoat TB barrier or prescribed ignition barrier. The thickness of the Intumescent Coating System: The prescriptive, 15- foam plastic applied to the underside of the roof sheathing minute thermal barrier may be omitted when installation is must not exceed 12 inches(305 mm).The thickness of the in accordance with this section (Section 4.3.2.1). The foam plastic applied to walls and/or vertical surfaces must insulation and coatings may be spray-applied to the not exceed 8 inches (203 mm). The foam plastic must be interior facing of walls, the underside of roof sheathing or covered on all surfaces with the DC 315 intumescent roof rafters, and in crawl spaces, and may be left exposed coating system (DC 315 Primer and DC 315 Top Coat). as an interior finish without a prescribed 15-minute thermal The DC 315 Primer must be applied at a minimum wet film barrier or prescribed ignition barrier. The thickness of the thickness of 4 mils (0.10 mm) [3-mil (0.08 mm) dry film foam plastic applied to the underside of the roof sheathing thickness], at a rate of 0.25 gallon (0.95 L) per 100 square must not exceed 131/2 inches (343 mm). The thickness of feet (9.2 m2). After curing, the DC 315 Top Coat must be the foam plastic applied to walls and/or vertical surfaces applied at a minimum wet film thickness of 16 mils must not exceed 11 inches (279 mm). The foam plastic (0.41 mm) [11-mil (0.28 mm) dry film thickness], at a rate must be covered on all surfaces with the QuadCoat TB of 1 gallon (3.8 L) per 100 square feet (9.2 m2). The intumescent coating system (QuadCoat ICP Primer and coatings must be applied over the Quadfoam 500 QuadCoat TB Top Coat). The QuadCoat ICP Primer must insulation and cured in accordance with the coating ESR-3458 I Most Widely Accepted and Trusted Page 3 of 4 manufacturer's published instructions and this report. thickness of the insulation applied to the underside of roof Surfaces to be coated must be dry, clean and free of dirt, sheathing and/or rafters and the underside of wood floors loose debris and other substances that could interfere with and/or floor joists in crawl spaces must not exceed 11'/2 adhesion of the coating. Each coating must be applied in inches(292 mm); the thickness of the insulation applied to one coat, by low-pressure airless spray equipment at the vertical surfaces must not exceed 71/2 inches ambient and substrate temperatures above 50°F (10°C) (191 mm). The Fireshell®IB intumescent coating must be and relative humidity of less than 70 percent. applied over the insulation in accordance with the coating 4.4 Attics and Crawl Spaces: manufacturer's published instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, 4.4.1 Application with a Prescriptive Ignition Barrier: loose debris and other substances that could interfere with When Quadfoam 500 insulation is installed within attics or adhesion of the coating. The coating is applied with low- crawl spaces, where entry is made only for service of pressure airless spray equipment, at a minimum wet film utilities, an ignition barrier must be installed in accordance thickness of 4 mils (0.10 mm) [3-mil (0.08 mm) dry film with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and thickness], at a rate of 0.29 gallon (1.10 L) per 100 square R316.5.4, as applicable. The ignition barrier must be feet(9.2 m2). The coating must be applied where ambient consistent with the requirements for the type of and substrate temperature is at least 50°F (10°C). The construction required by the applicable code and must be attic or crawl space area must be separated from the installed in a manner so that the foam plastic insulation is interior of the building by an approved 15-minute thermal not exposed. Ventilation in the attic or crawl space must barrier as described in Section 4.3.1. be in accordance with the applicable code. The attic or 4.4.2.3 Application with DC315 Intumescent Coating crawl space area must be separated from the interior of the System: Quadfoam 500 insulation may be spray-applied, building by an approved 15 minute thermal barrier as in attics, to the interior facing of walls and to the underside described in Section 4.3.1. of roof sheathing or roof rafters; and in crawl spaces, as 4.4.2 Application without a Prescriptive Ignition described in this section (Section 4.4.2.3). The thickness Barrier: Where Quadfoam 500 insulation is installed in of the insulation applied to the underside of roof sheathing accordance with Sections 4.4.2.1, 4.4.2.2, 4.4.2.3 or and/or rafters and the underside of wood floors and/or 4.4.2.4,the following conditions apply: floor joists in crawl spaces must not exceed 11'/ inches (a) Entry to the attic or crawl space is only for the service (292 mm); the thickness of the insulation applied to the of utilities and no storage is permitted. vertical surfaces must not exceed 71/2 inches (191 mm). The DC315 Top Coat intumescent coating must be (b)There are no interconnected attic or crawl space areas. applied over the insulation in accordance with the coating (c)Air in the attic or crawl space is not circulated to other manufacturer's published instructions and this report. parts of the building. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with (d)Attic ventilation is provided when required by IBC adhesion of the coating. The coating is applied with low- Section 1203.2 or IRC Section R806. Under-floor pressure airless spray equipment, at a minimum wet film (crawl-space) ventilation is provided when required by IBC thickness of 4 mils (0.10 mm) [3-mil (0.08 mm) dry film Section 1203.3 or IRC Section R408.1, as applicable. thickness], at a rate of 0.25 gallon(0.95 L) per 100 square (e)Combustion air is provided in accordance with IMC feet(9.2 m2). The coating must be applied where ambient (International Mechanical Code®)Section 701. and substrate temperature is at least 50°F (10°C). The attic or crawl space area must be separated from the 4.4.2.1 Application with QuadCoat IB Intumescent interior of the building by an approved 15-minute thermal Coating: Quadfoam 500 insulation may be spray-applied, barrier as described in Section 4.3.1. in attics, to the interior facing of walls and to the underside of roof sheathing or roof rafters; and in crawl spaces, as 4.4.2.4 Use on Attic Floors: Quadfoam 500 insulation described in this section. The thickness of the insulation may be installed at a maximum thickness of 71/2 inches applied to the underside of roof sheathing and/or rafters (191 mm) between joists in attic floors. The insulation and the underside of wood floors and/or floor joists in must be covered on all exposed surfaces with QuadCoat crawl spaces must not exceed 11'/2 inches (292 mm); the IB intumescent coating as described in Section 4.4.2.1, thickness of the insulation applied to the vertical surfaces TPR2 Fireshell® IB intumescent coating as described in must not exceed 71/2 inches (191 mm). The QuadCoat IB Section 4.4.2.2, or the DC315 intumescent coating system intumescent coating must be applied over the insulation in as described in Section 4.4.2.3, as applicable. The accordance with the coating manufacturers published Quadfoam 500 insulation must be separated from the area instructions and this report. Surfaces to be coated must beneath the attic by an approved thermal barrier. An be dry, clean, and free of dirt, loose debris and other ignition barrier in accordance with IBC Section 2603.4.1.6 substances that could interfere with adhesion of the or IRC Section R316.5.3,as applicable, may be omitted. coating. The coating is applied with low-pressure airless 5.0 CONDITIONS OF USE spray equipment, at a minimum wet film thickness of 4 mils (0.10 mm) [3 mil (0.08 mm) dry film thickness], at a The Quadfoam 500 spray-applied polyurethane insulation rate of 0.29 gallon (1.10 L) per 100 square feet (9.2 m2). described in this report complies with, or is a suitable The coating must be applied where ambient and substrate alternative to what is specified in, those codes listed in temperature is at least 50°F (10°C). The attic or crawl Section 1.0 of this report, subject to the following space area must be separated from the interior of the conditions: building by an approved 15-minute thermal barrier as 5.1 The insulation and intumescent coatings must be described in Section 4.3.1. installed in accordance with the report holder's and 4.4.2.2 Application with TPR2 Fireshell® IB manufacturer's published installation instructions, this Intumescent Coating: Quadfoam 500 insulation may be evaluation report and the applicable code. If there is a spray-applied, in attics,to the interior facing of walls and to conflict between the published installation instructions the underside of roof sheathing or roof rafters;and in crawl and this report,this report governs. spaces, as described in this section (Section 4.4.2.2). The ESR-3458 I Most Widely Accepted and Trusted Page 4 of 4 5.2 This evaluation report and the manufacturer's 6.0 EVIDENCE SUBMITTED (Quadrant Urethane Technologies) published 6.1 Data in accordance with the ICC-ES Acceptance installation instructions, when required by the code Criteria for Spray applied Foam Plastic Insulation official, must be submitted at the time of permit (AC377), dated November 2012 (editorially corrected application. April 2013), including data in accordance with 5.3 The insulation must be separated from the interior of Appendix X of AC377. the building by an approved 15-minute thermal barrier as described in Section 4.3.1, except as noted in 6.2 Reports of room corner fire testing in accordance with when installed as described in Section 4.3.2. NFPA 286. 5.4 The insulation must not exceed the thicknesses and 7.0 IDENTIFICATION density noted in Sections 3.2, 4.3 and 4.4 of this All packages and containers of Quadfoam 500 insulation report. components must be labeled with the Quadrant Urethane 5.5 The insulation must be protected from the weather Technologies, name and address; the product name during and after application. (Quadfoam 500); the product type (A- or B-component); 5.6 A vapor retarder must be installed in accordance with the flame spread index and the smoke-developed index; the applicable code. the shelf life and expiration date; the mixing instructions; 5.7 The insulation must be applied by installers approved the density; and the evaluation report number(ESR-3458). by Quadrant Urethane Technologies. The QuadCoat(ICP Primer, TB Top Coat, IB), Fireshell® 5.8 Use of the insulation in areas where the probability of (IB) and DC315 (Primer and Top Coat) intumescent termite infestation is "very heavy" must be in coatings must be identified with their respective accordance with 2012 IBC Section 2603.9, 2009 IBC manufacturer's name and address, the product name and Section 2603.8 or IRC Section R318.4,as applicable. use instructions. 5.9 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 and IECC Sections 303.1.1 and 303.1.2, as applicable. 5.10 The insulation components are manufactured in McKinney, Texas, under a quality control program with inspections by ICC-ES. TABLE 1—THERMAL RESISTANCE(R-VALUES') Quadfoam 600 THICKNESS(inches) R-VALUE(°F•ft2.h/Btu) 1 3.6 4 14 6 21 7.5 26 8 28 10 35 11 38 11.5 40 12 42 13 46 13.5 47 For SI: 1 inch=25.4 mm, 1°F•ft•h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested k values at 1-and 4-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Q! Project Name: elkQ f\ ( ECACA lCti Permit #-- - f-c:\ �O Project Address: 5 c O -\- As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product appyber(s) lim for the building components listed below as applicable to the building construction project for the permit number listed above. You s ld contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide •roduct approval may be obtained at:www.floridabuilding.org. _ Category/Subcategory Manufacturer ( Product Description Limitation of Use State# Local# A. EXTERIOR DOORS JeA — \Mch Ac0f5 A « I It E . Swinging`; i 3(4X Se 2? 31o3,41ii 2. Sliding 1 75-z X` 7e2-5 3-$ 3. Sectional 4.Roll up 5.Automatic I 6.Other B.WINDOWS 1 1. Single hung 2.Horizontal slider 6 V 3. Casement 4.Double hung 5.Fixed I 6.Awning 7.Pass-through 8.Projected 9.Mullion i j W. e 10.Wind breaker ! , 11.Dual action 12. Other Category/Subcategory Manufacturer Product Description I imitation of Use State# Local# C.PANEL WALL 1. Siding 2. Soffits 3.EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8.Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1.Asphalt shingles 2.Underlayments 3. Roofing fasteners _ n 4.Nonstructural metal roof 5.Built-up roofing ; 6.Modified bitumen 7. Single ply roofing 8.Roofm: tiles j 1111 9.Roofing insulation rp g 10. Wate roofin 11. Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14. Cement-adhesive coats 15.Roof tile adhesive j 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description imitation of Use State# Local# E. SHUTTERS 1.Accordion 2.Bahama 3. Storm panels 4. Colonial 5.Roll-up 6.Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor j 2. Truss plates 3.Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof --i 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description I imitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) e h /meq Leo Company Name: -+-- Mailing Address: 186 5 M/l ypoi r R 0 City: 4-f J ci.ntic 3elch State: Fi Zip Code: 32.-Z 3 .3 Telephone Number: (90`1) 6 3 3 Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: NOTICE OF PRODUCT CERTIFICATION 116 CERnelca Af LRp,' ,. ,� CERTIFICATION NO: NI010117.01-R3'; DATE: 09/10/2010 -14 ;3' 1 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN t 1,, CODE: 104-3 tsD c l TE REVISION DATE: 10/27/2014 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series"Gladiator/Finishield"In-Swing 3737 Lakeport Boulevard Full-Lite Glazed Steel Wood-Edge Side Klamath Falls,OR 97601 Hinged Door w/Sidelite and Integral Mullion Configuration:XXO Glazing:Insulating Glass(Tempered) Frame: W-2804mm(110.37") H-2076mm(81.75") Panel: W-908mm(35.75") H-1007mm(79") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02/E331-00 Design Pressure: +35/-35 psf AAMA 1304-02 FER-Passed Qualifies Configurations: O/X/OX/XO/XX/OOX/XOO/XXO/OXX Product Tested By: National Certified Testing Laboratories,Inc. Report No: SJW2010-135/W-1513 Installation Details: JW062010(1-9) Expiration Date: August 31,2020 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 MATERIAL PROTECTION le JEI.J1 TEN® ii. ALLLATCH/LOCK AND HINGE HARDWARE TOOBE OF CORROSION RESISTANTT MATERIAL RIAL OR CORROSION RESISTANT COATED. O FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE n 9-0x6-8 INSWING GLAZED DOOR SYSTEM CORROSION RESISTANT STANDARDS AS • a) -- - t---- --110 3/8"MAX OVERALL FRAME WIDTH --------�' > 0: IDENTIFIED IN THE FBC. 35 3/4'MAX ----------- ----—.._---------- 1 _ 72 1/4"MAX. J 0 ----_---_._ _—.._._GENERAL NOTES -� j`"--PANEL WIDTH -- m DOUBLE PANEL WIDTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH 1� �10T 4 NOTE 4 �j J THE CURRENT IRC AND FLORIDA BUILDING CODE(FBC)BASED P 1� ; Z O Q cv� ON THE SIGNED AND SEALED DATE:EXCLUDING HVHZ AND HAS T f I \ --- I BEEN EVALUATED IN ACCORDANCE WITH ASTM E331-00 AND II + z III c0 D ll N ASTM E330-02. —' W Y200 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED I i 21 1/B• �b21 1/8' 21 1/8\Ae ' Q PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. I MAX __ M MAX. 0 N2 LO. 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 11 ~ D.LO. ' D.L ' F D.L.O. ' I AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE WIDTH )IOTH WIDTH 1- -3 th Y D.- MATERIALSHALL BE BEYOND WALL DRESSING OR STUCCO. -I O = 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. I / ® \ -I 2 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED FOR DOORS AND SIDELITES. > c w 6.SCALE BASED ON 11x17 SHEET SIZE. ; ® v o © co 7.ALL IX&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. M NOTE 2 IL o 3 co 8.CONCRETE TO SHALL HAVE A MINIMUM fc=3000psi AND O ® N E 2 w z MASONRY SHALL CONFORM TO ASTM C-90. \ _ _ /� NOTES: iiNOTE 3) \ m O m 1-ALL VIEWS FROM INTERIOR. io \ / NOTE 3 O - mow$ w 2-MASONRY AND CONCRETE INSTALLATION Zo ¢t]o w DOOR LEAF CONSTRUCTION: / i f 8 o O FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND 1 DETAILS. �7 �h 3 w ,e SUBSTRATE WITH LMC ADHESIVE. 3-FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN ACTIVE /INACTIVE '�` to CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY MASONRY/CONCRETE,SEE SHEET 6 I FIXED \/�,/ m0 O EXPANED POLYSTYRENE(EPS). FOR DETAILS. • ASTRAGAL) =o O J ~ PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED 4-FOR VERTICAL ANCHOR IN 1X BUCK OPTION INz co < FROM TWO SHEETS OF 25-GAUGE(0.0184"MINIMUM)GALVANIZED MASONRY/CONCRETE, SEE SHEET 4 FOR �dOTE 2 00 OTE 2 Z W 3 w STEEL.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0"LVL DETAILS. MULL POST TRI UNIT(OXX)OR 00(0) LL F z w cx (LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE SCALE:1/2"=1'-0" AVERAGE MIN.YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS (INSWING NON-IMPACT) o <�o ° U o " a 38,400 psi.THE 1.688'X1.203'BOTTOM RAIL CONSISTS OF TABLE 1 a xi- a. ROLLED-FORMED GALVANIZED 25-GAUGE(0.0184"MINIMUM)STEEL. - THE WOOD LOCK BLOCK IS 1.688"X 3 1/8"X 12". ! f Jgm FRAME CONSTRUCTION:THE JAMBS&HEAD ARE CONSTRUCTED OF DESIGN PRESSURE RATING O ALOUMINUM CLADDING AND A SNAP FIT PLASTIC STRENGTH OD.THE SIEL IS o-OMPRISED OF COMPOSITE MATERIAL OF /// REQUIREMENT IS ED NEEDED / REQUIREMENT SINOT NEION 1 ETDED o w HEIGHT THRESHOLD AND VINYL SIDELITE SILL SEAT. ALL CORNERS - - - - - --- 1 ARE COPED,BUTTED,&SEALED USING SILICONE OR PAINTABLE I TRIPLE& TRIPLE& 0 C7 DOUBLE DOORS DOUBLE DOORS w POLYURETHANE.THE HEAD&SIDE JAMBS ARE FASTENED USING I _ gg::a �y FOUR 16 GA.7/16"X 2"STAPLES PER CORNER.THE SILL&SIDE I POSITIVE +35 POSITIVE +35 z a w N JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES AND 1 TABLE OF CONTENTS 1 NEGATIVE — G o 2-#8 X 2 1/2 FH PH WOOD SCREWS PER CORNER.THE VERTICAL I = —11 i________ NEGATIVE -35 > SOLID MULLION IS FASTENED THROUGH THE HEAD&SILL USING SPIT DESCRIPTION ---- ---------� Q O 8 wm THREE#8X2-1/2"PH HEAD SCREWS PER END. AT THE SILL,FOR I 1111'.E ATI• ENERAL N TE NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF O o- INSWING PRODUCTS,A 5/8"HOLE IS DRILLED IN THE PVC RISER ANDI ■1•CAL ELEVATIONS AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS (c'. N FILLED WITH DOW 1199 SILICONE. A RETAINING PLUG IS INSTALLED an VERTICAL CROSS SECTIONS&B.O.M. REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION -.."'w TO RECEIVE THE ASTRAGAL BOLT. ON OUTSWING PRODUCTS,A 3/8 'VERTICAL CROSS SECTIONS ¢ PROTECTED BY OVERHANG SUCH THAT OVERHANG OH HOLE IS DRILLED AT THE CENTER OF THE FRAME SILL AND A METAL I I—: Q�-QNTAL CROSS SECTIONS_____ ( )RATIO=OH LENGTH ..,---..._.8 0 HORIZONTAL CR _ OH HEIGHT IS ? 1.0 S F. urn IN < STRIKE PLATE IS FASTENED USING TWO#8 X 3"SCREWS TO QSS `��tt ��i�� 7 i ANCHORING LOCATIONS RECEIVE THE BOTTOM ASTRAGAL BOLT. AT THE HEAD ON BOTH off i..ucrH— ��?ls ES F., O. 4' U m¢z • 8 !ANCHORING LOCATIONS&DETAILS— I INSWING AND OUTSWING PRODUCTS,A 7/16"X 3/8"SLOT IS BORED —r— Z • �� P DATE: 4/14/2010 - I UNIT COMPONENTS - I O IAT THE CENTER OF THE FRAME HEAD AND A METAL STRIKE PLATE ;I J ` 1 IS FASTENED USING TWO#8 X 3"SCREWS TO RECEIVE THE TOP ---- • — — • '-.. SCALE G LNOTED_ ASTRAGAL BOLT. ALL MULLION JOINERY AND THE FIXED PANELS/ II \ I 1 _* . ./�r I * - 0w0.av UBBECKE FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 1 q #1 - _ SILICONE OR PAINTABLE POLYURETHANE. I I \ ��---• -r oil ?+ERI;•, �POu CHIC sr: S.FREY Hl.lb 11 • rr, .I+ r - ' \ �' ;1004 Digitally signed by Hermes F.Norero,P.E. '" C DRAWING NO.: 398 E BL •fi.33B :-- .../� \ I "uG,. Reason:!amapprovingthisdocument D lk JW062010 -- -- -' -•- ---- Date:2014.11.24 14:11:45-05'00' Zy`_.. ...i...__1 FBPE CEFittiGn WHOM.29578 SHEET 1 of g ^-------------110 1/4"MAX.OVERALL FRAME WIDTH -------- - j !...._.. 35 3/4"MAX. 35 3/4"MAX. --�,`_. 35 3/4'MAX. ..._,! r I� PANEL WIDTH -I."- PANEL WIDTH I PANEL WIDTH O 1 IICDN. Ii > OTE 4 > i 37 1/2"MAX -� p O p I_-_-----..------ OTE 4�.__--.I r FRAME WIDTH > cE '------ 353/4"MAX m O II !� ---r PANEL WIDTH -ti I F. 0 �`n 21 1/8" 21 1/8" z1 118" 1 I ; D_ I Z O a M z W W CO _ __ MAX. _ MAX. F AX. _ ! I I 4 OTE 4I - Cl- D.L.O. r D.L.O. y D. O. IMMO W g Q j WIDTH I WIDTH WID i F Io O V t� ' 211/8 6r, min w I • w wN" �I E (I + w D L.o. 11 -, (") Y a (V ® d �� = . a WID7� M NOTE 2 ° NOTE 2 • o J \ x O V ® /o w o = IINOTE 3 NOTE 3 n O• I1 n W W a? i f6 y La MOTE 2 m a w v}i —---' / I a O: 7 ,- NOT 2 m 2 00cre 0 FIXED _FIXED / ACTIVE _ / - <wo 0 n CINOTE 2 NOTE 2 00 OTE 2 ;o / i (,I NOTE 3 0 u0i O 4a MULL POST SHOWN o ¢ SINGLE0 UNIT (00X) OR 1X00) calSCAALE: 1/2" =1'-0" x z m 0�NOTE 2 ��uZ y '- 74"MAX,OVERALL FRAME WIDTH----1 73 7/8"MAX,OVERALL FRAME WIDTH F w_ < 72 1/4"MAX.PANEL WIDTH F� 35 3/4"MAX. 35 3/4"MAX. 1 SINGLE UNIT (X) p i - 35 3/4"PANEL WIDTH.1- I PANG WIDTH PANEL WIDTH SCALE: 1/2" =1 -0" p x _36 3/8"WITH _ pD � TOTE "- a- If 4 NOTE 4TOTE 4 > 4 a > ASTRAGAL �\ T f ! �I �� m ! 21 1/8" / I I 21 1/8• 21 1/8, / 1/OALLSVIEWS FROM INTERIOR. I MA/y 1 1/8" I MAX. M 2-MASONRY AND CONCRETE INSTALLATION DETAILS. g - D .O. -- Q' I I A( 3-FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN = WIDTH D.L. w f D.L.O. F D.L.O. MASONRY/CONCRETE,SEE SHEET 6 w O g co WIDTH = WIDTH wiDTH gg 0 = J O FOR DETAILS. Z Q W p /LLI wI / - 4-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN IJ<p J A I - t7.1 MASONRY/CONCRETE, SEE SHEET 4 FOR C O u w O 5 I F (.7 g J DETAILS. 0 0 Ct NO 2/� O NO E 2 �o a NO 2 O E< o D m a a¢N \ I / 7 r/\��l}.1— - NOTE 2 V .o ° o 0 It NOTE 3 NOTE 3 1 \ ``%%%%%III//h,i 0 °9 I `��� ES F. II,... O `° \y / f� I \ NOTE 3 1 I k���`--' ". 0l,C" �Si c�m¢Z Z. -'-----.._...--\--' _._. I I ` :'r, !i TV. WOE: 4/14/2010 _ . .1,. ____=,____T_____.__ Iq - sem'AS NOTED INACTIVE ! ACTIVE I I FIXED ACTIVE - * • * r I _ I — - - - — - — -- I Z. O CHK. .LUBBECKE 4,-(13,,DNOTE --- ----- t CHK.BY: S.FREY ASTRAGAL- NOTE 2 - (_, 1 a-.. E�2 \3 _ OTE 2 %FIS•ID .• ORAWMO NO.: DUAL SCALE:UNIT (X)�1'-0" DUAL UNIT (OX) OR (X0) 398 DA[,,, ��yik,�:,II.g�-rt ,�A�.338 1W062o10 SCALE: 1/2" =1'-0" FBPE CERS�k4R WT}�.�NO 29578 SHEET OF 9 1 I. " MIN. 1"MIN MIN. -"! I"-1'MIN •-•1 (Item DESCRIPTION -- ------------------------- 8y--� _ ---7 m I r1 HINGE JAMB 1 1/4'x4-5I8•FINGERJOINTED PINE -- - -- ------ --- � T 1 5 < ..E_--__-__.—_ PINE o Co 5 SEE L2 HEAD JAMB ii 1/4•x4-5IB'FINGERJOINTED PINEL_ _ PINE g 'ty! I SEE I 2g i NOTE 1 _3 LATCH JAMB 1.1/4'x0.518'FINGERJOINTED PINES — __ PINE__ p °i 2 NOTE 1 I i 2 I4 ,+SIDEUTE JAMB(1.1/4"x4.518'FINGERJOINJED PINEL___ PINE I > `► 6= .� �/_ J 5 I#10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 ill'MIN.EMBEDMENT STEEL D] �" 29 0 �8 I — ^+ 4•x 4'BUTT HINGE I2GA(.098'MDI STEEL -c%+ -<- -•• ` #9x1'PHILLIPSFUTHEADWOODSCREW STEEL I Z_ O c) � 0 T T - #10 x 1 1/2 PHILLIPS FLATHEAD WOOD SCREW - STEEL d N 1 1 ��1 `aa' �" 9 3/18'11W BUILDER TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL Z W co `ice-" �_ 10 COMPRESSION WEATHERSTRIP(Q-LON QEBD-850) ® w `L }op SEE DETAIL A SEgHE�AI9L A 1 0 11 ENDURA INSWING THRESHOLD IA.ZAI5625RDSR 6063-TB i�}".,, '1 g Q 0 O nin SHEET 9 ® 12 ENDURA ASTRAGAL HAND SET STRIKE PLATE STEEL J M g 13 EXTRUDED ASTRAGAL (ENDURA ULTIMATE 6063-T8 ALUMINUM -, on') y± 10 14 #8 X 1'PHILLIPS PAN HEAD SHEET METAL SCREW STEEL ® Q 15 TOP ASTRAGAL STRIKE PLATE-(ENDURA PRODUCTS) STEEL _ 18 1 TOP RAIL(LAMINATED VENEER LUMBER) LVL 0 �4 --� 17 I BOTTOM RAIL 25GA(0.018')GALVANIZED STEEL STEEL 18 HINGE SIDE STILE(LAMINATED VENEER LUMBER) LVL ® G 19 LATCH SIDE STILE(LAMINATED VENEER LUMBER) _ LVL 1.00"OA. 1.00'OA. G 20 LOCK BLOCK 1.088'x 3118'x I2'LG PINE MEM INSULATED = INSULATED g w 22 121 1..00'OA DL IINSUTE LATTED TEMPERED GLASS ME#688-BKWD PLASTIC TEMPERED GLASS O g TEMPERED GLASS K ao = I 23 16 Ga.7/18'CROWN x 2'LONG STAPLES STEEL _ SEE DETAIL A w 24 ENDURA ASTRAGAL LOCK SET STRIKE PLATE SEE SHEETI A - m w SHEETS `,3 STEEL Za 25 KWIKSET LOCK SERIES 400 STEEL Q 26 KWIKSET DEADBOLTSERIES980 STEEL © / 11F 27 I#8 z 2'PHILLIPS FLATHEAD WOOD SCREW STEEL ►� �t © + 28 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE WOOD w to N 0 re - } _�4_ ` 29 NON-COMPRESSION SHIM 114"MAX.THICKNESS WOOD L7 / a } 30 EXPANDED POLYSTYRENE(1.0 TO 1.25Iba DENSITY)MFG BY JELD-WE FOAMO ® / 6. 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL 1.. CO A525 COMMERCIAL QUALITY 0.018'MIN.THICK) VANIZED 2 8° O 0 32 VINYL DOOR BOTTOM SWEEP VINYL 0 2 0 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC p c9 w m SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP LI 8 m y ® 34 #8 a 2112'PHILLIPS FLATHEAD WOOD SCREW STEEL (1)e.13 ' 7911! 1 36 SOLID MULL POST(LAMINATED VENEER LUMBER) ® LL 02 38 318'QUARTER ROUND MOULDING WOOD C)- 10 w 0 ' 37 SILICONE BEAD DOW 1199 OR POLYURETHANE SILICONE o t ® 38 Z80 SERIES SIDEUTE SEAT(ENDURA) PVC 7 o m 39 ASTRAGAL THROW BOLT,STEEL ROD,5/16'DIA x IB" STEEL I a a >ee 11 t 0 1 40 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD > .L-L.;. 41 1 1/4'BRAD NAIL 18 GA. STEEL g m 0 i ', � 42 BOTTOM ASTRAGAL INSERT PLUG-INSWING ONLY PLASTIC i �_- N.7.: 0 'ii 4 Z 43 #8 x 3'PHILLIPS FLATHEAD WOOD SCREW STEEL o w o —2 . T 2 44 SIDEUTE SPACING STRIP PVCOM j m 1 45 AFC()INSWING THRESHOLD#P-2000 808378 AL/COMP.PVCw V)g w 0 ---I 1'MIN I 46 SIDEUTE SEAT AFC()DD DD-230 I a SEE NOTE 1 1"MIN--"I © i"MIN z¢w 1"MIN MINI SEENOTEI GOO Doo 0 0 NOTES: a ry =4 CDi� 46,, 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEET 7. .Zi"..�. -a 2. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS \\\\I1 t I I t t t7II� m.0 0 _ m . SHEET 4. HORIZONTAL SECTIONS:SEE DETAILS SHEET 6. �,\\\ ,S F. 0•',,,i �"`^" Z / 5 of ��/���J/ ,� Q�"AAAA i , "�,)W 3.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR �� �` '��• �'p �� w Co¢z 5 IiI I _—-I SCREW CONFIGURATION. 0 -'1 1"MIN(•"- © --I 1'MIN k- I 4. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION =* �/I '..* E °"'E` 4/14/2010 SEE NOTE 1 III-��' 1"MIN -�{ SEE NO 1 - 1'MIN I-- OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS = T$r y °�'O.AS NOTED T•T Q °NG nG•LUBBECKE VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, ACHIEVED. p '� rr "�R Q; mac ay: S.FREY OACTIVE DOOR TYP. SIDE LITE TYP. /-440,111=et,0• •,E'. 8 °RAVING No.: 3 WOOD FRAME INSTALLATION 3 WOOD FRAME INSTALLATION A1'33004 338 JW062010 SCALE 3'=1'-0" SCALE:3'-V-0' pE FBP HEMI DOA TH.NO.29578 SHEET 3 OF 9 m r......._. -- 1'MIN - 6 4"-----1"MIN. -- 2 3 w -� 1'MIN.1.- e) /28 Q i 1•MIN. �9�NOTE 1 (29�J i J • E1"AI•OTE2I 1 p•••••......._ __.I.-----,----- 1 -- J ; , NOTE2 I�V/ F '�. i i1 III o v=i SEE DETAIL A SEE DETAIL A ® SHEET 9 m=O _ FTA SHEET 9 ® j 1'MIN.EDGE 4. 1'MIN.EDGE Cj 2 J '1 J Q -_�- 1 DISTANCE r 1"MIN.EDGE I DISTANCE r_1"MIN.EDGE au_N �4 21 L I DISTANCE DISTANCE IZ Y = p 1.00"O.A. O 1.00"O.A. ® - INSULATED o 0 n li. INSULATED c r TEMPERED GLASS z' Zg_ TEMPERED GLASS o § w w c5 c7 O O M W 0,Y itl Tch 4 a SEE DETAIL A Io = K Ia = © SHEET 8 w SEE DETAIL A - WZ ' H 4. .I m SHEET 8 QL. a a Lk- IX T- f p ann.I v w} a} ciiv� _ _ v � I Aa 0 L )EI 0 SEE DETAIL A �I SEE DETAIL A �:wg o7y 31 ®� ® III SHEET 9 o 1 SHEET 9 O7 w n fNf 1 DSITANCCEEN. E ? - 1"MIN.EDGEO J P® DISTANCE � Z ��C VERTICAL CROSS SECTIOND VERTICAL CROSS SECTION LLi U 0 4 FIXED UNIT 1X BUCK OPTION IN 4 OPERATING UNIT 1X BUCK OPTION IN G w- MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL _ 0 FIN f ___, 1 ° [r^ a i r�I + i ,hili l— + 0 �g m P • O NOTE1 k? 9 NOTE 1 1, • 1• NOTES: Lu 0a y w w 1" _ I 1' ._____,_1MIN MIN. 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEET 7. Z<w O a Z MIN. MIN. 2. lX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS o Wt 8 IIIIIII ®®SHEET 4. HORIZONTAL SECTIONS:SEE DETAILS SHEET 6. 8 0 cre O Mill 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR /// <N 141 -� ® ® Q SCREW CONFIGURATION. ti,-, -I,._�, 8*+• 4. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION ```%%1111111IZ,,,, �..o 0 L r•• OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS .,%‘ eS F. o ,,, '�N I_ _ _ BI ACHIEVED. J�� �� n'•"" 1-- a • i< I - a-1 2l� Vic% ���: um<Z ��.1--��/ �9 NOTE1 r ._ -<— ��I .... ° 404/2010 f 1' 1" g i rm 1.*-------:',.. 4 ----..."1:::--�� '�NOTE 1 >M (�� lIC scuF:AS NOTED w MIN. MIN. -f W �- 1" _t_______ 1" ---� . ;" :T1 • ; Cr ` \DWG.MG.LUBBECKE MIN MIN. 1. p ". '�'4`�K Mb cN�.OY: S.FREY .I ' •bkQ- 'P . `778 DRAWING NO.: A VERTICAL CROSS SECTION.ACTIVE DOOR TYP. B VERTICAL CROSS SECTION.SIDE LITE TYP. 'rj�'''�:�A ��lp,S0To4E,338 JWOE2010 MASONRY AND CONCRETE INSTALLATION O MASONRY AND CONCRETE INSTALLATION A A Iyx SCALE:3•=1'-0' SCALE:3'=1'-0' FBP t.E111.I6F'k TH.NO.29578 WW-Mr4 Gc 9 1 1/2" 1/4"MAX. __ 1 1/2" 1 1/2" . MIN.EMB. 1/4'MAX. SHIM MIN.EMB. 3 1/4" SHIM MIN.EMB. _ I— SHIM SEE NOTE 3 8 40 j 1 1/4' SEE DETAIL A-- I SEE DETAIL A _ 1I4 MAX. S j 4 —SEE DETAIL A �I 1 r.. SHEET 9 SEE DETAIL A (1 MIN.EMB. SHEET 9 '�. L i SHEET 9 -- © HIM O L.. - Ki--t--- -- T i 21 1� 31�� l: `Qd6-4011 SHEET 9 __ 3) r ,�I -1 g 'Z ' _I F. n 1,n��'� m S 1 3 '4J.w [ I I _ X37 �t` 10 i I.. z 18 10 ./.1� .- rn z , 1�1yJ�IIII�.'ri ' �' 1/ EIII' I - %rf//I�� � 03 O e �"� �llii"i ril .0 0SEENOTEI \\\ _ '- U Q 1n SEE NOTE 10 INTERIOR L�� E 1 OTE INTERIOR K, Q 6 9 r a O �/ �� 1 Z O Q M ei 61 INTERIOR KD I QSEE NOTE 1 O_ LL.N INTERIOR 0 0 C HORIZONTAL CROSS SECTION �B w Y =DQ O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION O WOOD INSTALLATION D HORIZONTAL CROSS SECTION g Q SCALE: 2"=1.-0" p N. 2 1n 5 WOOD INSTALLATION 5 MASONRY & CONCRETE INSTALL SEE NOTE 6 5 WOOD INSTALLATION M SCALE: 2"=1'-0" SCALE: 2"=1'-0" SCALE: 2"=1'-0" w g= SEE NOTE 6 SEE NOTE 6 11/4" Ce SEENOTE3 SEE NOTE 6 Y MIN.EMB. 1 1/4" --•i 1/4 MAX. i_ 11 r/4'MAX. MIN.EMB.I SHIM ' SHIM SEE DETAIL A SEE DETAIL SHEET 9 A i © O SHEET 9 f i ® �I / m ._li=t, Q . z f•�l; ®�®© apm op a, I (0 z Z \ m z SEE NOTE '1+'1,"„iiiiii :r'� II " ..SEE N - w0 0 O�nlill,..mf _ t �� nl ''e cC ce 0. 91 m,.�, o w O w el) • O QS' �- O rn CI ® INTERIOR cl 0 0 INTERIOR Q O INTERIOR p OO O 2 g w SEE NOTE 3 mc)m C HORIZONTAL CROSS SECTION 3 Pe F HORIZONTAL CROSS SECTION O MASONRY & CONCRETE INSTALL of 0 0 0 O HORIZONTAL CROSS SECTION O5 SCALE: 2"=1'-0" SCALE: 2"=1'-0" 5 MASONRY & CONCRETE INSTALL SEE NOTE 6 ? z R. SCALE: 6 0 L;-)LI'ai y 1/4"MAX o o 11/2 '_ SHIM NOTES: & 9 " MIN.EMB.1 O SEE DETAIL A S Ei ® '10 SHEET 9 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),(SEE SHEET 7). D ° a i ��i\► 18 ® ® Is 0�� ®QNI K�Gr GS. 2.ASTRAGAL SCREW PATTERN SPACING FOR SCREW#14: x-I5 m 1 FROM TOP OF PANEL:2 1/4",9 1/4",23 13/16"NIL ,41 1/4",57 3/4",69 3/4"&76". F 1��iiia 3. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS a�w SEE NOTE 1 Q �, Q ACTIVE 0'EE NOTE 2 0�SHEET 4. HORIZONTAL SECTIONS:DETAILS F SHEET 6. w`�'Z SEE NOTE 3�Q ��0 INTERIOR INTERIOR INACTIVE �� ri� qi z 4.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ,L g ANCHOR SCREW CONFIGURATION. t0 o`� H HORIZONTAL CROSS SECTION I HORIZONTAL CROSS SECTION o Et 5 WOOD INSTALLATION O SCALE: 2"=1'-0" 5.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SCALE: 2"=1'-0" SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. o a N SEE NOTE 6 -+00 ``%Unnllr/�, ..iM.N. �����ES F. 01 .F�,' u m a z ` -2.�..' \•• ISS "•:7O i DATE: 4/14/2010 Z.-.* fA.� 7: ?..*_ SCALE:AS NOTED Dm.eTG,LUBBECKE = 'v - OT • : CC z: 4A CHK.SY: S.FREY iOb S ` DRAWING l 398 AL'}1'9� At.338 JW062010 D fm FBPE CERVADR AUT/0.10.29578 SHEET 5 OF 9 • IP g- ,i T v T (f/ a SEE DETAIL A 1/4"MAX. I• _ 7 1!4• �2 I��� III 19 13 -`��`�' I �.� �1�° I e� 1 GSi SHEET •- SHIM�i --I - MIN.EMS. iS 2 1 3 vn © � -r ::OMEN f/ ;a �INIIl iNNI�� -`E 1 P �' m III- * I i.�.� " zEC- O Mi \.,.,.• 61 INTERIOR Ql Q r _�\\\II�NI • o� 1 f Q V 1 ©O Ui Op U U Er J in INTERIOR KO -2 w z w a z 0 Q INTERIOR ,-ti 1 1/4"MIN. , O5 O w Y I a.03.) CADS/NOTE 4 o EMBEDMENT I g 1.; ()HORIZONTAL CROSS SECTION OB HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION L-- \ M `n SCALE: 2'=1'-0' 6 SCALE: 2"=1'-0' 6 MASONRY & CONCRETE INSTALL + \ -3 M d SCALE: 2"=1'-O" Or 71, -SEE DETAIL A o \141111� SHEET 9 1 1/4• �I 1/4"MAX 1/4"MAX. SEE DETAIL A Z F MIN.EMS. SHIM-- r1[-SHIM INTERIOR 1 1/2" SEE DETAIL A Z SHEET 9 w MIN.EMB. i 3 SHEET 9 f © ei E'® �� ® t~n z •g1--�,v, V� ®20® ' �<;\�'' �' e '} �_�1/4"MAX. �U o iF��' 1 I ® z i A''.-i Pi 1 w ® SHIM o w 0 w I','.�.21111117 r .e © ? O 1111111/"Fi m © F FOED NIT CROSSO SECTION a�W o 2 i11i11/MI e FIXED UNIT 1 X BUCK OPTION IN g 6 MASONRY & CONCRETE INSTALL 3 U © ���®- (' INTERIOR ®- ® INTERIOR (LEFT-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR) 000 ' < LII SEE NOTE 4 EDOSEE NOTE 4 W W W rr O O ()HORIZONTAL CROSS SECTION W Z 0®Q w Z U I"z Q 16 6 WOOD INSTALLATION O HORIZONTAL CROSS SECTION Z I- 0 Z I- C u1- o = SCALE: 2"=1'-0" 6 MASONRY & CONCRETE INSTALL 12 1 1/4"MIN. p x SCALE: 2"=1'-0" EMBEDMENT ' E. O n. t SEE DETAIL A ,_,5,c. Al a-• SHEET 9 `O cW�w `;Illl(lilll Ell `u1 ej z a II� w`" N NOTES: 5 g O a S p 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),(SEE SHEET 7). 0 INTERIOR t..„..: w •--1/2"MIN GLASS BITE O INTERIOR II 2.ASTRAGAL SCREW PATTERN SPACING FOR SCREW#14: } 1/4"MAX. FROM TOP OF PANEL:2 1/4",9 1/4",23 13/16",41 1/4",57 3/4",69 3/4"&76". SHIM 0 In o T- /1,.. 'I�ice% , 1/8"TEMPERED .•r Lu t 3.1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS ©HORIZONTAL CROSS SECTION ;ESI I! __ "r -i al.0 %•L►- 7T 1. 0� �® 6 MASOATIYG UNITO XR BUCK OPTION %% ., ICF.- + oil SHEET 4. HORIZONTAL SECTIONS:DETAILS SHEET 6. 0 MASONRY & CONCRETE INSTALL `�11177'11/114, - ti CI•H y'��� -E 4.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD (LEFT-HAND ANCHOR SHOWN, RIGHT-HAND AN %IKII A , .', O +- il/./. EXTERIOR ANCHOR SCREW CONFIGURATION. :��G� .4..` 1s Dire: 4/14/2010 a Z %� 1/B"TEMPERED >70 5.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW . �'' , �7 /t... SCALE:AS NOTED _ SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. _* Or ' • ;* = DWG.B,,.LUBBECKE GLAZING DETAIL A �J SCALE: 6"=1'-0" S . ,,•EA CHK BY: S.FREY •"- ,,l- *••Y • DRAWING NO.: 398 U .• MM 'a 338 JW062010 FBPE CERY.SORAUIR NO.29578 SHEET 6 OF 9 SEE G-. — J _ SHT.RETAIL A.. O. -- —• ,,..7.=====.25 -\---------- 1.-- 371!2'— _ --- - Io ; SEE DETAIL E 110 3/8 ------ , -'--- ---------_— ---- 1 I SHT.8 �I �-3613/16• I 73 9/18' - — 110 1/4" --------------► p 1 -I -- 7 SEE DETAIL G I - ��- > De d 1 fl-_._ ,_._5"Typ SHT.8 I 5" SEE DETAIL G m 0 i.._ SHT.8 SEE I- Cr;-- m 5"NP 3'TYP-moi DETAIL E Z cc O J M Pi L--_ = 3'NP 3"TYP I-- I I SHT.B Z W LL ekl w �__ li I I �' I 11 I - 1 -,- — . 11 _ T SEE DETAIL E aF.Tl li I ,---,1-i--- 1- Q x 7...L! i SHT.8 C~9I I� Qg u�i i- _ �� ! w - W n 2 ,� - w �� MULL POST' w N.� -, ch Y O_ ::1 MULL POST III II II II wwX ���SEE DETAIL F I- I (WOCID INSTALL v II - w SHT.8 ( (WOOD I '.TALL) F _ _ I(MASONf�Y INSTALL SEE DETAIL F (MASONRY I TALL 0 > m Li) TYP / SHT.8 TiP C7 ft Cn 9P f- 1-II_ i I 1 IjI I (f pwp z0 (10) ANCHORING LOCATIONS I — -i I III I 1111 I I-I\ g o°o N W I S ING SINGLE UNIT (X) _ —PP — — _-� 8 0 SCALE: 3/8" =1'-0" — — c7 SEE DETAIL C (26)ANCHORING LOCATIONS DOUBLE (26)ANCHORING LOCATIONS DOUBLE SEE 9 O p z SEE DETAIL A INSWING UNIT W/SIDELITE(OXX) N WING UNIT W!SIDELITE{00X1 DETAIL F w O p .N SHT.8 SCALE:3/8"=1'-0" i o SHT.8 SCALE:3/8"=1'-0" SHT.8 _ Z _ I °.. • j II w� N Zd 0.} �_.--___ T-- j U a0 K r ----74' 1 - 7 O I 737/8" —� SEE DETAIL G z 4 ~SEE DETAIL E 6• a.`F 5"TYP '�3"TYP ,[SHT.8 t11' IFTYP. SHT.8 a ° a f l ._. 1_.. �- i_._ 1 -3"N' SHT.BSEE ETAILE L51Sm el: I 1 r "" I NOTES: _ _ I 1. SEE SHT 8 FOR LATCH AND HINGE LOCATIONS. 0 w MULL POST- 2. SEE SHT 8 FOR SIDELITE FASTENER LOCATIONS. =in z� UJ r _ x �y ( 3. SEE SHT 8 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOLDINGILi u z III W a_ I I ATTACHMENT. z¢w O a. 4. OPTIONALLY,ANCHORS(ITEMS#5 OR#9)CAN BE PLACED IN NARROW SECTION bt•8 it II OF JAMB OR HEAD AS LONG AS MINIMUM EMBEDMENT IS MET. c o ce I II kr 7 - (WOOD INTALL) 5 -, 2 (WOOD 14 TALL)T,0 5. ALL VIEWS FROM INTERIOR. d C N cn (MA1ONRY INSTALL)8. (MASONRY I STALL)10 tim:1- P °moo, I L 1 1 1 I l i\ - Iii 1 ��� S F. �i� p ,- - �. (WOOD INSTALL)© "_'"`_._III ''�Qi:,.•y f1���0 DATE 4/14/2010 — '•v= SEE DETAIL F (MASONRY INSTALL)0 SEE DETAIL F ;jN LL' SCALE.AS NOTED / SHT. SHT. _* �N SEE DETAIL C--_/ P. _ -o • = owc.eKg•LUBBECK * E SHT.8 s - = ?� •• CHIC er: S.FREY ���y( C (20) ANCHORING LOCATIONS DOUBLE FCD"b 1" 1.y" DRAW ND NO.: INSWING UNIT (XX� (20)NG UNITIf(OX) OR I(XO DOUBLE SCALE: 3/8" =1'-0" INSWING 0 OR O 398 CN 339 JW062010 SCALE: 3/8" =1'-0" ECER 04 FBPE CERS4.bRAtrIA NO.29578 SHEET CW 9 )`!=1i� • o T � '0 , J m el 0 _1, y c.i cc z o 1— cos JM DETAIL B Z W LLcsj 00 HINGE DETAIL DETAIL C DETAIL A 5 Q UPPER ASTRAGAL SCALE:1/2"=1'-0" DETAIL D LOWER ASTRAGAL INSERT PLUG LATCH&DEADBOLT LU BOLT STRIKE SCALE:1/2"=1'-0" STRIKE PLATES W r- 5= SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" - Y D- m `` 1.I O©+ I � w IID'\ © 11111,,,\ © © r IIII�K DETAIL F © w TYP FOR SILL TO SIDE JAMBS p o 0 z DETAIL E0©0 SCALE:1-1/2"=1'-0" ` Q po o CA FOR 1HEAD"=TO SIDE JAMBS ` 8 W U co SCALE:1-1/2"=1'-0" 0 0 1 OJ Q '� ooh zW ® ...0 ,,, E. ..zm 0.5 zWV) y lL F.Z Q U N°D O I I I I I I I I I -T� yy } Pc K ~ T • I E-Jgm ^� DETAIL G (nu n - - I I. TYP FOR HEAD TO MULL POST a - (3 H SEE °`� • (SILL TO MULL POST SIMILAR) p W M DETAIL D I SCALE:1-1/2"=1'-0" N c7 +I y Z I ��� 1 z Qo T - SEE �i�0� 1...lilj - 'a t_ DETAILS o�c� ro- - dQN _ I NOTES: °.•�oo 1. ALL VIEWS FROM INTERIOR. ``���l lIi IIlll�, KMS - I I ?%%`¢��S F. O, �s U m Q z I - 1 - - .�L.r. z� JJ•,/.,po , DATE 4/14/2010 --�. --� =* : .0/7;_ SCALE:AS NOTED ,� c_* F. DwG.BYG.LUBBECKE _ -0 T • : Cr CHK.BY: S.FREY BRAD LOCATIONS LATCH AND HINGE MULLIONS ';F •Ip. �' •.yfl DRAWING No, TYPICAL FOR ALL SIDELITES TYP FOR ALL FRAMES 398 DAG+ �C}1 H ` `338 JW082010 SCALE:3/8"=1'-0" SCALE:1/2"=1'-0" .7 ,� FBPE CERY..k0RAU1u.NO.29578 SHEET 8 OF 9 4 9N6"----Iv - - 55/8 L r--- t o 784.;�-"" I i t Q 1 T-..F_11-111=_I 1 I co 4sL • f" 8 - 'I J. O o O O/ 1--`i•i!w��iiii%:$i$%:::44,Si lJ ------------------ 0 Ori VVA - if -1/8"(MIN) LL% Ir r O WOOD JAMB 45 AFCO INSWING THRESHOLD �'LF ';5� i m O BUTT HINGE 6063 T6 AL AND COMPOSITE PVC FINGERJOINTED PINE O44x12 GA.STEEL SCALE:6"=V-0" ��-- - .- US. ©SCALE:3"=1'-0" SCALE:3"=1'-0" II I U - 5 5/8" ILL__, L Z O Q c? © 1 7/8"-�{ AFCO SIDELITE THRESHOLD z W W03 0 I 1 1/4" — 1 I WITH PVC SIDELITE SEAT W Y = - I�L �� 6063 T6 AL AND COMPOSITE PVC g Q v Hy y 1- SCALE:6"=1'-0" a N. m e moi-_ "Ing= �ua, �I -, Lo Yd 1 iI ASTRAGAL _� T 8 �� FrOi.I --LATCH 11 �� 12 �"- C SUPPORT a 6063 T6 AL AND COMPOSITE PVC '-`1 i BLOCK SCALE:6"=1'-0" 0 ii- COMPRESSION LW _ �; 10 WEATHERSTRIP 1/8" - - 2 1/2"--� t^ 1_-- "°�° VINYL AL 650 13 ASTRAGAL - _I I ��� y Lir 6063 T6 ALUMINUM ^ , — w SCALE:6"=1'-0" SCALE:6"=1'-0" 01 IC) O` 1� r } OO O © ENDURA SIDELITE THRESHOLD p-p et GOA WITH PVC SIDELITE SEAT a o O 11- 118"yi-r13/8" 6063 T6 AL AND COMPOSITE PVC $O w I SCALE:6"=1'-0" w O co -T ENDURA STRIKE&DEADBOLT PLATE _l___.7_- 1/8" t--y 1 3/8' D �- ®STEEL I �' 1 11/16"i 1 — w p O r U 1 11/16" 0SCALE:3"=1'-0" 1—-'-) - - ? r o Z m 1- 15 TOP ASTRAGAL STRIKE PLATE T 19 LATCH SIDE STILE STEEL I-—" JUL Z w ai W LAMINATED VENEER LUMBER(LVL) SCALE:6"=1'-0" 1 11/16 3/8"_I-IL-1/8" z SCALE:3"=1'-0" -1 13/4"1 S ^I' o NOTE: f STILES AND RAILS o m �a 2"CUT MOTOP RAIL 17 BOTTOM RAIL D OL I`3 1/8"--j LENGTH j HINGE STI E O25 GA.STEEL a a 1 5/8"- T— 7 1 3/4"r SCALE:3"=V-0" ^ 'j%/;j//j. 1•(- 7/8• l LAMINATED VENEER Z-r m f /////j� L 1 3/4'r LUMBER(LVL) N g '//�i/ CORNER PADS SCALE:3"=1'-0" 21 PLASTICLITE FRAME r�T 33 1 Ul /- o 20 LOCK BLOCK SCALE:3"=1'-0" DOOR BOTTOM SWEEP V.-T./PLASTIC g Li; 1/2"--, - 7 FINGERJOINTED PINE 32 SCALE:3"=1'-0" M 4 4 VINYL Q SCALE:3"=1'-0" _� S O SCALE:3"=1'-0" 2 -- LI I I Z¢w— �-I--5/8" _ _ 1 3/16"--+ -- - b t 0> mouw On 35ce� MULL POST i-"---- — 1'-6" - 7 SIDELITE SPACER p o ce LAMINATED VENEER LUMBER(LVL) PVC qq ci O o SCALE:3"=1'-0" to SCALE:12"=1'-0" M LLI :. 5 o- '-S 0 (\ASTRAGAL BOLT 39 MATERIAL:Z NC&YOLD OLLED STEEL, ELLOW CHROMATE .`ON�fES1F,II •lit, v m¢z SCALE:3"=1'-0" ...30„9--.G \ • 4 F S_ Z �. • /.'per = DATE 4/14/2010 3/16"C-SINK- NOTE _* • 7; "t.,_*_ scALE:AS NOTED 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT _ Dwo.er<,,LUBBECKE WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. _ 2-USE#8 x 2 1!2"PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. if! T �• EA. CHK.BY: S.FREY I.,, ,./ 3-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. 1,?.. �! �� DRAWING NO.: — DETAIL - A WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. 396 DA` :,1rtR"9 ".338 JW062010 SCALE: 1/4" =1'-0" N1 ..,,,O�.� sHEEr9 DF 9 FBPE CER".43HAUTtb10 9578 BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Finishield/Gladiator Steel Door, Wood Edge 9-0 x 6-8 Inswing Glazed Door System for Florida Product Approval Report No. 3313 Current Florida Building Code Method: 1 —A (Certificate) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Finishield/Gladiator Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 110.375" x 81.75" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 ,,%`` ' s5 F. 0 Prepared by: �Q- F,p Hermes Norero, P.E. \ • O Florida Professional Engineer#73778 = :"- Date: 11/11/2014 = -o .T.T • ' [r ' IQ Contents: O.n • t•' pP Evaluation Report Pages 1 —4 ',��SS/O••,•••E� ��` Digitally signed by Hermes F.Norero, P.E. N„„ � Reason:I am approving this document Date:2014.11.24 14:12:35-05'00' Hermes Norero, P.E. Florida No. 73778 nWBUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014 Certificate of Authorization:29578 Report No: 3313 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Finishield/Gladiator Steel Door,Wood Edge 110.375"x 81.75" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for Jeld-Wen Inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation -Florida Building Commission. Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW062010,signed and sealed by Hermes Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW062010 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW062010 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014 Certificate of Authorization:29578 Report No: 3313 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report#:SJW2010-135, Report Date:09/02/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) Hermes Norero, P.E. Florida No.73778 Page 3 of 4 nA BUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014 Certificate of Authorization:29578 Report No: 3313 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(JW062010)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 35 PSF* Negative 35 PSF *Product has not been rated for water infiltration. If authority having jurisdiction requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang(OH) ratio=OH length/OH height is 1.0. Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report# 514008 434-688-0609 Date: 05/01/2017 rIlomas(c>)Irlomaspe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(wood frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TRI2) Nominal diameter: D: 0.190 in bap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fib= 80,000 psi Side member:Douglas Fir-Larch(6=0.50) Main member:Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F,„= 3,350 psi Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: l„= 1.140 in Mode I„ Mode I, Mode II Mode III„ Mode III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400 K0= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6 4: 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs K0. 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 .Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z. 133 lbs Z. 110 lbs Allowable Design Value(ZC0): Z'= 175 lbs/anchor Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: F,.b= 80,000 psi Side member:Douglas Fir-Larch(6=0.50) Main member:Steel strap/clip Side member thickness: 5,= 1.000 in Main member thickness: t„= 0.048 in Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F,„= 61,850 psi Side member dowel bearing length: 4= 1.000 in Main member dowel bearing length: L.= 1.140 in Mode I, Mode I, Mode II Mode III„ Mode III, Mode IV gm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 K0. 2.400 Ko= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6 Z,,,= 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs K0= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs Min.Design value: Z. 163 lbs Z= 953 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs Allowable Design Value(ZC0): Z'= 262 lbs/anchor Fastener type: 1/4"ITW Tapcon N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 ``,i\1"11/1/, Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs `1\ �`,`pL h i Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs \��•`\�+ • ..•N. V / Actual spacing: 3.00 in Reduction factor: 0.91 `v •''C,£/V‘9. '-'714,p/;;;,.. Allowable Design Value(ZfAN): Z"= 155 lbs/anchor `y L F 4 Minimum anchor capacity: 155 lbs/anchor iC• 0451 • ' - i Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. •••••••••0 7:13 • TAT OF ,•4 Luis R. Lomas P.E. FL No.: 62514 1 of 3 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer Masonite Lewisville,NC 27023 Report#: 514008 434-688-0609 Date: 05/01/2017 rllomasAlrlomaspe.com Anchor calculations.minimum required anchors 36.38 36.38 Design pressure: 60.0 psf f 1 -1 Max. Anchor AlAOAt /-I Area Load Ind. ZoneO.C. Cap. Load Result A2 -- A2 i 79 25 (ft2) (Ibs) (in) (in) (Ibs) Qty (Ibs) / Al ,,,Al . • A, 2.3 138 N/A N/A 155 1 138 OK 1 j A2 7.7 463 6.00 21.00 155 5 93 OK 72.75 A3 7.7 463 N/A N/A 155 3 154 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf f: t t t f Max. Anchor i'• A4/1 A4 n Al Area Load Ind. Al / �Y pct `1/P6`1/ pp,Y I�J Zone (ft') (Ibs) (in) O.C. Cap. Qty Load Result (in) (Ibs) (Ibs) Act . . j j 79.25 A1 2.4 146 N/A N/A 155 1 146 OK / Al N./ A4 U A4‘,./Al N._ A2 7.9 473 6.00 21.00 155 5 95 OK ___. ___-.__ 4 A3 7.8 468 N/A N/A 155 4 117 OK 147.75 A4 2.3 138 N/A N/A 155 1 138 OK A5 7.7 463 N/A N/A 155 3 154 OK Anchor Locations: Double door 36.38 L.. 36.38 6.00 TYP. . 6.00 TYP. - - 18.19 TYP. 3.00 TYP.- f 6.00 I I I I 1 I I I ir----- _ 13.45 MAX.O.C. 79.25 6.00 *• 51 *1=7- . i I I I I I I I I A ' TAT O F !Lr Z ioFSS 4°RIOP Co\' /7i1QNAiii .t�a\„ Luis R. Lomas P.E. FL No.: 62514 2 of 3 5/2/2017 11l MASONITC. in i3 CO 3/4-LITE WOOD-EDGE STEEL DOOR UNIT , 149'Max. OVERALL,ROME WIDTH 1:C0 21" MAX 36.375" MAX. Y1" MAX LC)--D.L.O.-- PANEL WIDTH- D.L.O.- 37.5" MAX' 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I r FRAME WIDTH 0 J I 0 GENERALNOTA -�,,. f. 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE 1 4.U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. . I , LU LO 0 DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ++ o 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (I-ft/HZ), °R l • 0 N 47♦_ HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. .7. d - . -I ^ in 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, -� * E .��+. Cl) HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 0 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 u' �1-I e AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E84. W >10 I W 5. PLASTICS TESTING: flo TEST DESCRIPTION DESIGNATION LITE FRAME - ` 4 L SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F RATE OF BURNING ASTM D635 X1.28 IN/MIN i NI g SMOKE DENSITY ASTM D2843 70.2% • N m TENSILE STRENGTH* ASTM D638 I 1.8% DIFF e-1 . A •• , „ , - `5 e 555���I . . . . _ 2$ W • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 . � 6- z DOUBLE DOOR UNIT W/SIDELITES o 0 0 5. O. __..__ Pin f rn > • II I I �m e ' _ , .FI I N o ♦ I •r - • ••1 i• is , ., ._ ., 0 z SINGLE DOOR UNIT DOUBLE DOOR UNIT ,SINGLE DOORUNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/,IDELITE$ DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNITQ ix WITH SIDEUTE WITH SIDELITE WM-I VENTLITE m ' WHERE WATER INFILTRATION PERFORMANCE IS \< DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRJESSURE v o COXFIG MAX WIDTH 7.5" +50.0 S/MA-50.0 ,+50.0T/SWI G 5D.0 INSWING N/A +20.0 -20.0 20.0 +30 0 2-SERIES-30.0 50.0 DAM 050.0 ,+50.0 S T4 O 550.0 +50 0 0/S-50.0 XX 74" +50.0 J -50.0 +50.0 J -50.0 N/A +20.0 / -20.0 +30.0_ -30.0 +50.0 / -50.0 N A N A OX or XO 75" +50.0 -50.0 +50.0 / -50.0 N A +20.0 -20.0 +30.01 [{S/ 30.0 +50.0 1 -50.0' N/A N/A <0 OXO i 112.5" +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 / -30.0 +50.0 -50.0 N N/Az OXXO ..149" +50.0 -50.0 +50.0 7 -50.0 N A +20.0/-20.0 +30.0 J -30.0 +50.0 /-50.0- N/A N.A. X-VENT 37.5" +50.0 J -50.0 +50.0 / -50.0 N/A N N/A ttTI/A N/A N/A DATE: 5/26/17 t. � N.T.S. AdtleldmroNdM #,f fFv'y/ .�: SINS TABLE OF CONTENTS //� SHEET DESCRIPTION 0111(lemIdo1:..ACj'p/9747.,ie'/�(( / DRA ay: 1 TYPICAL ELEVATIONS & GENERAL NOTES IIIYb/tlfly: !'ij /jijrx/ KURT BALTHAZ. �: a1lIMIwwE vie IE FLORIDA P.E. 2 _ ANCHORING LOCATIONS & DETAILS _._ #56533 OWO-MA-FL0214-17 3 ANCHORING LOCATIONS & DETAILS SHEET I OF 3 in a < 6" SEE_ DETAIL 3. -- 6" VO p o 3" 'E N. — 3" "' I 3' 3" lllli in 3" 3" o °J - _1 -I I F= I 11 I I IIs ' — .z cn p 11 6' 6" 6" 6" - 1-H 6. 6._1- ^^�.5. c 9 3. m m !l/��� 111 i' ^ 4 c� Mn I I O O N - n Win U v a a S_EE DETAIL ( (C j ii0 1 i iii01 DETAIL 1 W g r;ll I Pit � O 1� — SEE DETAIL 0 Q 11 oo 6' Rl 1 41) II lil ''' r r 6 nim .� I r I— ir 3. .110' —_� —I o 3"..I 3" TYI I I p 3" / 3" 3" 3"t 6" I r--6' o Ir 6" II 6' a a SEE DETAIL #8 x 2" 3 i .F. e!5. Il N m Xi ASTRAGAL RETAINER BOLT HOLE \\ #8 x 2" #10 x 5/8" o��MUST BE DRILLED THROUGH } THE THRESHOLD & INTO THE S /) STRUCTURE DEEP ENOUGH i #10 x 5/8" i* FOR A 1.375" THROW w �� #8 x 2" #10 / �� ,� #10 x ," DETAIL "E" ASTRAGAL. K1 x 2-1 2" DETAIL "F" ASTRAGAL {/IIII ATTACH ASTRAGAL RETAINER BOLT g ..� #10 x 1" STRIKE PLATE TO FRAME o , #10 x 5/8" AS SHOWN. g Ix DETAIL "D" DETAIL "C" co - 1 W _ n,� HOf MELT `..Q I 0.962"I ELASTOMER��I I v .h 1.375" ' jiy_' rr7.""�'.. 1.437 , }e x 7-1/Y PHS T T T INSWING THRESHOLD BUMPER 0/S THRESHOLD 14 0/S THRESHOLD HOT MELT......--"'W' "•',�..`�1/z.DTE az ELASTOMER 1%1'4,'.' Addendum to NAM 1 Ji�� 1 1 4:.:-.4',E.. RN0.:. .. WE: 5/26/17 1.482"i11-1mi-_, 1.75' 1.O4T 1.437" L � HOME /f y ' N.T.S. �� ' TYPICAL GLAZING DETAIL DWO.Dr' SWS T T T NON-IMPACT GLASS CHK.We, DRAWING NO.: Z-SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD HP 0/S THRESHOLD DWG—MA—FLO214-17 -----. SHEET 2 OF 3 SEE DETAIL 3" 6"—' — '-1 —6' Cl.: 0 "E" SHT. 2 3, — —3" 2 _l- 3. ,11�i 6" I^ 3" 31 CO — ^— =— _ g 11R 6" 6" I --A „6. ,. , v)6 �I N 1 1�L1 U L. a J o Z , LCU U W SEE DETAIL I I1 1 a 1_ U e,. r D" SHT. 2I, !— —I 0 Z 11) 'v I�g �� k r pal F— d a SEE DETAIL 0 I o �tl W "C" SHT. 2 _ a M O i 0 'f' O 11 r_• 6. . _ * . x ,„ 1 „,,,, t-N ;, g I �g �1 I--6- d4► ISI I.- I I I 11 I I I I I I1.!..81 ci •,Fr 3^ —I SEE DETAILi "F” SHT. 2 6" .— g" _ — 6, o 1p o R HARDWARE SCHEDULE a 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �n. SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. m ATTACHMENT DETAIL Un 2. 4" X 4" FULL MORTISE BUTT HINGES. o 0 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, "—= —?Au" & 1-X1/2" CORRUGATED 3" 10X2" WOOD SCREW J w SIGNED AND SEALED BY ROBERTO LOMAS, 11.11r1.1 SHIM FROM EACH END 6" FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) We; AND 7" OC AND 12" OC z. FASTENER RATING FROM THE DIFFERENT FASTENERS CL—) �— ``? I o N BEING CONSIDERED FOR USE. JAMB, HEAD, AND � LM, ACRYLIC o �u� 0 THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE - a cc #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC4 SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LATEx a0 cauLK CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". r--1 �F WOOD SCREW EDGE DISTANCE MIN 3/4". } ,....0 COMBINATION WOOD COMBINATION WOOD v 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" \"O.►�'� MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN '� _0.25" ) _ / OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE � o� MAX (3 #WOOD SCREWS" ¢z MINMUM EMBEDMENT OF 1-1/4". ;// CL—I I— V:: EACH END DATE: 5/26/17 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® MdlyduntoWN sone: N.T.S. TRANSFER LOADS TO STRUCTURE. Cellulite Na:. DWG.BY: SWS 111i] 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ° DDA WW1�, i/* CHK.BY: ANCHOR INSTALLATION DRAWING No.: INTEGRAL WOOD DWG-MA-F10214-17 MULLION (CHS) soft, or 3 NOTICE OF PRODUCT CERTIFICATION " ,0° Company: Masonite International Corporation Certification No.: NI013747.03-R1 yc h.,�k 0. 1955 Powis Road Certification Date: 06/08/2017 I " ','qp�" ' ` West Chicago,IL 60185 Expiration Date: 06/30/20211. `.; Revision Date: 04/13/2018 #� ,. Product: Wood-Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non-Impact ` �MrED, ,4. Rated Sidelites(w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E330-02 Glazing: Insulating Glass (Tempered) The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied.This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com.NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Test Report Number Configuration or or Maximum Design Test Drawing Number& Outswing Opaque Size Pressure Pressure Comments X I/S Glazed 3'0"x 6'8" +50/-50 0 psf _ NCTL-l10-19469-1 Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FLO214-17 X 0/S Glazed 3'0"x 6'8" +50/-50 3.0 psf' NCTL-110-19469-I/W-1857 Single 3/4-Lite Max 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf'•4•s Anchor Details-DWG-MA-FL0214-17 X I/S Glazed 3'0"x 6'8" +50/-50 0 psf NCTL-210-3461-1/W-1857 Single Ventlite Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FLO214-07 X 0/S Glazed 3'0"x 6'8" +50/-50 0 psf NCTL-210-3461-1/W-1857 Single Ventlite Maximum Panel Size:3'0"a 6'8" Anchor Details-DWG-MA-FLO214-07 XX I/S Glazed 6'0"x 6'8" +50/-50 0 psf NCTL-1 10-19469-1 Double 3/4-Lite Max Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-17 XX 0/S Glazed 6'0"x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1 Double 3/4-Lite Max 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf' Anchor Details-DWG-MA-FL0214-17 XO/OX I/S Glazed 6'0"x 6'8" +50/-50 0psf NCTL-1.l0-19469-1 Single w/Sidelitc 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 XO/OX 0/S Glazed 6'0"x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1 Single w/Sidelite 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/I. 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OXO 1/S Glazed 9'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L _ Anchor Details-DWG-MA-FL021447 OXO 0/S Glazed 9'0"x 6'8" +50/-50 3.0 psf' NCTL-1.10-19469-1 Single w/Sidelites 3/4-Lite Max Door 4.5 psI' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FLO214-17 OXXO I/S Glazed 12'4"x 6'8" +50/-50 0 pal NCTL-1 l0-19469-1 Double w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 OXXO 0/S Glazed 12'4"x 6'8" +50/-50 3.0 psf' NcTL-L10-19469-1 Double w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FLO214-17 I-Denotes Bumper Outswing Threshold 2-Denotes 1-Series Outswing Threshold 3-lli-Dam Outswing Threshold 4-Pro T4'I hreshold 5-HP Outswing Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax:(804)684-5122 NAMI AUTHORIZED SIGNATURE: ..).1460 ESICC Most Widely Accepted and Trusted EVALUATION SERVICE ( :L Innovation 1 i RESEARCH LA65 ICC-ES Report ESR-3458 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 11/2016 This report is subject to renewal 11/2017. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: CHEMICAL BROTHERS INTERNATIONAL, LLC 200 INDUSTRIAL BOULEVARD MCKINNEY, TEXAS 75069 EVALUATION SUBJECT: QUADFOAM® 500 OPEN-CELL SPRAY POLYURETHANE FOAM INSULATION o-� ICC ICC ICC ,. PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council WSSPC Award in Excellence" COVECOuWC (WSSPC) A Subsidiary of cooEcouxci=,• Acendftd ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not "`MPS specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI 9 recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as 0/151 Maser!humus to any finding or other matter in this report, or as to any product covered by the report. co, r. Copyright© 2016 ICC Evaluation Service, LLC. All rights reserved. ES Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3458 Reissued November 2016 This report is subject to renewal November 2017. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE Quadfoam 500 is a two-component, low-density, open-cell, PROTECTION spray-applied, polyurethane foam plastic insulation. The Section: 07 21 00—Thermal Insulation installed nominal density of Quadfoam 500 is 0.5 pcf (8 kg/m3). The two components of the insulation are REPORT HOLDER: polymeric isocyanate (A-component)and a polymeric resin (B-component), which, when stored in unopened CHEMICAL BROTHERS INTERNATIONAL, LLC containers at temperatures between 40°F and 100°F 200 INDUSTRIAL BOULEVARD (4.4°C and 37.8°C), have a shelf life of twelve months. McKINNEY,TEXAS 75069 (972)542-0072 3.2 Surface Burning Characteristics: www.quadrantchemical.com When tested in accordance with ASTM E84,at a maximum thickness of 4 inches (102 mm) and a nominal density of ADDITIONAL LISTEE: 0.5 pcf(8 kg/m3), Quadfoam 500 has a flame-spread index of 25 or less and a smoke-developed index of 450 or less. QUADRANT URETHANE TECHNOLOGIES Thicknesses of up to 71/2 inches (191 mm) for wall cavities 200 INDUSTRIAL BOULEVARD and 11% inches (292 mm) for ceiling cavities are McKINNEY,TEXAS 75069 recognized, based on room corner fire testing in (972)542-0072 accordance with NFPA 286, when the product is covered www.quadfoam.com with minimum 1/2-inch-thick (13 mm) gypsum wallboard or an equivalent thermal barrier complying with, and installed EVALUATION SUBJECT: in accordance with,the applicable code. QUADFOAM 500 OPEN-CELL SPRAY POLYURETHANE 3.3 Thermal Resistance,R-values: FOAM INSULATION Quadfoam 500 has thermal resistance (R-values) at a mean temperature of 75°F(24°C)as shown in Table 1. 1.0 EVALUATION SCOPE Compliance with the following codes: 3.4 Intumescent Coatings: • 2012 and 2009 International Building Code®(IBC) 3.4.1 QuadCoat TB Intumescent Coating System: The QuadCoat TB intumescent coating system consists of • 2012 and 2009 International Residential Code®(IRC) QuadCoat ICP Primer and QuadCoat TB intumescent Top • 2012 and 2009 International Energy Conservation Coat coatings, manufactured by TPR2 Corporation. The Code®(IECC) coatings are single-component, water-based coatings, • 2013 Abu Dhabi International Building Code(ADIBC)t supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and having a shelf life of 12 months when stored in tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced factory-sealed containers at temperatures above 50°F in this report are the same sections in the ADIBC. (10°C) Properties evaluated: 3.4.2 TPR2 Fireshell® TB Intumescent Coating • Surface-burning characteristics System: The Fireshell® TB intumescent coatinng system • Physical properties consists of Fireshell® ICP Primer and Fireshell TB Top • Thermal resistance(R values) Coat coatings, manufactured by TPR2 Corporation. The coatings are single-component, water-based coatings, • Attic and crawl space installation supplied in 5-gallon (19 L) pails and 55-gallon (208 L) 2.0 USES drums and having a shelf life of 12 months when stored in factory-sealed containers at temperatures above 50°F Quadfoam 500 is used as a nonstructural thermal (10°C). insulating material in buildings of Type V-B construction (IBC) and nonfire-resistance-rated construction under the 3.4.3 Quadcoat IB Intumescent Coating: Quadcoat IB IRC. The insulation is for use in wall cavities and intumescent coating, manufactured by TPR2 Corporation. floor/ceiling assemblies, and, when installed as described is a single-component, water-based coating. The coating is in Section 4.4, in attics and crawl spaces. supplied in 5-gallon (19 L) pails and 55-gallon (208 L) 3.0 DESCRIPTION drums and has a shelf life of 12 months when stored in factory-sealed containers at temperatures above 50°F 3.1 General: (10°C). ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed II ANSI as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. mM Copyright©2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 4 ESR-3458 I Most Widely Accepted and Trusted Page 2 of 4 3.4.4 TPR2 Fireshell® IB Intumescent Coating: be applied at a minimum wet film thickness of 9 mils Fireshell® IB intumescent coating, manufactured by TPR2 (0.23 mm) [5-mil (0.13 mm) dry film thickness], at a rate of Corporation, is a single-component, water-based coating. 0.53 gallon (2 L) per 100 square feet (9.2 m2). After The coating is supplied in 5-gallon (19 L) pails and 55- curing, QuadCoat TB Top Coat must be applied at a gallon (208 L) drums and has a shelf life of 12 months minimum wet film thickness of 15 mils (0.38 mm) [9-mil when stored in factory-sealed containers at temperatures (0.23 mm) dry film thickness], at a rate of 1 gallon (3.8 L) above 50°F (10°C). per 100 square feet (9.2 m2). The coatings must be 3.4.5 DC315 Intumescent Coatings: DC315 Primer and applied over the Quadfoam 500 insulation and cured in DC315 Top Coat are intumescent coatings, manufactured accordance with the coating manufacturer's published by International Fireproof Technology Inc. The coatings instructions and this report. Surfaces to be coated must be are single-component,water-based coatings, supplied in 5- dry, clean and free of dirt, loose debris and other gallon (19 L) pails and 55-gallon (208 L)drums and have a substances that could interfere with adhesion of the shelf life of two years when stored in factory-sealed coating. Each coating must be applied in one coat by containers at temperatures between 41°F (5°C) and airless spray equipment at ambient temperatures above 95°F(35°C). 50°F(10°C)and relative humidity of less than 70 percent. 4.0 INSTALLATION 4.3.2.2 Application with the TPR2 Fireshell® TB Intumescent Coating System: The prescriptive 15- 4.1 General: minute thermal barrier may be omitted when installation is Quadfoam 500 must be installed in accordance with the in accordance with this section (Section 4.3.2.2). The manufacturer's (Quadrant Urethane Technologies) insulation and coatings may be spray applied to the published installation instructions and this report. The interior facing of walls, the underside of roof sheathing or manufacturer's installation instructions and this report must roof rafters, and in crawl spaces, and may be left exposed be strictly adhered to, and a copy of the instructions and as an interior finish without a prescribed 15 minute thermal this evaluation report must be available on the jobsite at all barrier or prescribed ignition barrier. The thickness of the times during installation. foam plastic applied the underside of the roof sheathing must not exceed 131/2 inches (343 mm). The thickness of 4.2 Application: the foam plastic applied to walls and/or vertical surfaces The insulation must be applied using spray equipment must not exceed 11 inches (279 mm). The foam plastic specified by Quadrant Urethane Technologies. The must be covered on all surfaces with the TPR2 Fir®shell product must not be used in areas which have a maximum TB intumescent coating system (TPR2 Fireshell Fireshell® service temperature greater than 180°F (82°C), nor in Primer and Fireshell® TB Top Coat). The Fireshell ICP electrical outlet or junction boxes or in contact with rain or Primer must be applied at a minimum wet film thickness of water. The product must be protected from the weather 9 mils (0.23 mm) [5 mil (0.13 mm) dry film thickness], at a during and after application. The insulation can be installed rate of 0.53 gallon (2 L) per 100 square feet (9.2 m ). After curing, Fireshell®TB Top Coat must be applied at a in a single pass up to a maximum 131/2-inch (343 mm) minimum wet film thickness of 15 mils (0.38 mm) [9-mil thickness. (0.23 mm) dry film thickness], at a rate of 1 gallon (3.8 L) 4.3 Thermal Barrier: per 100 square feet (9.2 m2). The coatings must be 4.3.1 Application with a Prescriptive Thermal Barrier: applied over the Quadfoam 500 insulation and cured in Quadfoam 500 must be separated from the interior of the accordance with the coating manufacturer's published building by an approved thermal barrier complying with, instructions and this report. Surfaces to be coated must and installed in accordance with, IBC Section 2603.4 or dry, clean and free of dirt, loose debris and other 1RC Section R316.4, as applicable, except where substances that could interfere with adhesion of the insulation is in an attic or crawl space as described in coating. Each coating must be applied in one coat by Section 4.4. Thicknesses up to 71/2 inches (191 mm) for airless spray equipment at ambient temperatures above wall cavities and 11'/ inches (292 mm) for ceiling cavities °F(10°C)and relative humidity of less than 70 percent. are recognized based on room corner testing in 4.3.2.3 Application with the DC 315 Intumescent accordance with NFPA 286, when covered with minimum Coating System: The prescriptive, 15-minute thermal 1/2-inch-thick (13 mm) gypsum wallboard or an equivalent barrier may be omitted when installation is in accordance thermal barrier complying with, and installed in accordance with this section (Section 4.3.2.3). The insulation and with,the applicable code. coating system may be spray-applied to the interior facing 4.3.2 Application without a Prescriptive Thermal of walls, the underside of roof sheathing or roof rafters, Barrier: and in crawl spaces, and may be left exposed as an interior finish without a prescribed 15-minute thermal 4.3.2.1 Application with the QuadCoat TB barrier or prescribed ignition barrier. The thickness of the Intumescent Coating System: The prescriptive, 15- foam plastic applied to the underside of the roof sheathing minute thermal barrier may be omitted when installation is must not exceed 12 inches(305 mm).The thickness of the in accordance with this section (Section 4.3.2.1). The foam plastic applied to walls and/or vertical surfaces must insulation and coatings may be spray-applied to the not exceed 8 inches (203 mm). The foam plastic must be interior facing of walls, the underside of roof sheathing or covered on all surfaces with the DC 315 intumescent roof rafters, and in crawl spaces, and may be left exposed coating system (DC 315 Primer and DC 315 Top Coat). as an interior finish without a prescribed 15-minute thermal The DC 315 Primer must be applied at a minimum wet film barrier or prescribed ignition barrier. The thickness of the thickness of 4 mils (0.10 mm) [3-mil (0.08 mm) dry film foam plastic applied to the underside of the roof sheathing thickness], at a rate of 0.25 gallon(0.95 L) per 100 square must not exceed 131/2 inches(343 mm). The thickness of feet (9.2 m2). After curing, the DC 315 Top Coat must be the foam plastic applied to walls and/or vertical surfaces applied at a minimum wet film thickness of 16 mils must not exceed 11 inches (279 mm). The foam plastic (0.41 mm) [11-mil (0.28 mm) dry film thickness], at a rate must be covered on all surfaces with the QuadCoat TB of 1 gallon (3.8 L) per 100 square feet (9.2 m2). The intumescent coating system (QuadCoat ICP Primer and coatings must be applied over the Quadfoam 500 QuadCoat TB Top Coat). The QuadCoat ICP Primer must insulation and cured in accordance with the coating ESR-3458 I Most Widely Accepted and Trusted Page 3 of 4 manufacturer's published instructions and this report. thickness of the insulation applied to the underside of roof Surfaces to be coated must be dry, clean and free of dirt, sheathing and/or rafters and the underside of wood floors loose debris and other substances that could interfere with and/or floor joists in crawl spaces must not exceed 11% adhesion of the coating. Each coating must be applied in inches(292 mm); the thickness of the insulation applied to one coat, by low-pressure airless spray equipment at the vertical surfaces must not exceed 71/2 inches ambient and substrate temperatures above 50°F (10°C) (191 mm). The Fireshell® IB intumescent coating must be and relative humidity of less than 70 percent. applied over the insulation in accordance with the coating 4.4 Attics and Crawl Spaces: manufacturer's published instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, 4.4.1 Application with a Prescriptive Ignition Barrier: loose debris and other substances that could interfere with When Quadfoam 500 insulation is installed within attics or adhesion of the coating. The coating is applied with low- crawl spaces, where entry is made only for service of pressure airless spray equipment, at a minimum wet film utilities, an ignition barrier must be installed in accordance thickness of 4 mils (0.10 mm) [3-mil (0.08 mm) dry film with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and thickness], at a rate of 0.29 gallon (1.10 L) per 100 square R316.5.4, as applicable. The ignition barrier must be feet(9.2 m2). The coating must be applied where ambient consistent with the requirements for the type of and substrate temperature is at least 50°F (10°C). The construction required by the applicable code and must be attic or crawl space area must be separated from the installed in a manner so that the foam plastic insulation is interior of the building by an approved 15-minute thermal not exposed. Ventilation in the attic or crawl space must barrier as described in Section 4.3.1. be in accordance with the applicable code. The attic or 4.4.2.3 Application with DC315 Intumescent Coating crawl space area must be separated from the interior of the System: Quadfoam 500 insulation may be spray-applied, building by an approved 15 minute thermal barrier as in attics,to the interior facing of walls and to the underside described in Section 4.3.1. of roof sheathing or roof rafters; and in crawl spaces, as 4.4.2 Application without a Prescriptive Ignition described in this section (Section 4.4.2.3). The thickness Barrier: Where Quadfoam 500 insulation is installed in of the insulation applied to the underside of roof sheathing accordance with Sections 4.4.2.1, 4.4.2.2, 4.4.2.3 or and/or rafters and the underside of wood floors and/or 4.4.2.4,the following conditions apply: floor joists in crawl spaces must not exceed 11% inches (a) Entry to the attic or crawl space is only for the service (292 mm); the thickness of the insulation applied to the of utilities and no storage is permitted. vertical surfaces must not exceed 71/2 inches (191 mm). The DC315 Top Coat intumescent coating must be (b)There are no interconnected attic or crawl space areas. applied over the insulation in accordance with the coating (c) Air in the attic or crawl space is not circulated to other manufacturer's published instructions and this report. parts of the building. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with (d)Attic ventilation is provided when required by IBC adhesion of the coating. The coating is applied with low- Section 1203.2 or IRC Section R806. Under-floor pressure airless spray equipment, at a minimum wet film (crawl-space)ventilation is provided when required by IBC thickness of 4 mils (0.10 mm) [3-mil (0.08 mm) dry film Section 1203.3 or IRC Section R408.1,as applicable. thickness], at a rate of 0.25 gallon (0.95 L) per 100 square (e)Combustion air is provided in accordance with IMC feet(9.2 m2). The coating must be applied where ambient (International Mechanical Code®)Section 701. and substrate temperature is at least 50°F (10°C). The attic or crawl space area must be separated from the 4.4.2.1 Application with QuadCoat IB Intumescent interior of the building by an approved 15-minute thermal Coating: Quadfoam 500 insulation may be spray-applied, barrier as described in Section 4.3.1. in attics, to the interior facing of walls and to the underside of roof sheathing or roof rafters; and in crawl spaces, as 4.4.2.4 Use on Attic Floors: Quadfoam 500 insulation described in this section. The thickness of the insulation may be installed at a maximum thickness of 7% inches applied to the underside of roof sheathing and/or rafters (191 mm) between joists in attic floors. The insulation and the underside of wood floors and/or floor joists in must be covered on all exposed surfaces with QuadCoat crawl spaces must not exceed 111/2 inches (292 mm); the IB intumescent coating as described in Section 4.4.2.1, thickness of the insulation applied to the vertical surfaces TPR2 Fireshell® IB intumescent coating as described in inches (191 mm). The QuadCoat IB Section 4.4.2.2, or the DC315 intumescent coating system must not exceed 71/2 intumescent coating must be applied over the insulation in as described in Section 4.4.2.3, as applicable. The accordance with the coating manufacturers published Quadfoam 500 insulation must be separated from the area instructions and this report. Surfaces to be coated must beneath the attic by an approved thermal barrier. An be dry, clean, and free of dirt, loose debris and other ignition barrier in accordance with IBC Section 2603.4.1.6 substances that could interfere with adhesion of the or IRC Section R316.5.3,as applicable, may be omitted. coating. The coating is applied with low-pressure airless 5.0 CONDITIONS OF USE spray equipment, at a minimum wet film thickness of 4 mils (0.10 mm) [3 mil (0.08 mm) dry film thickness], at a The Quadfoam 500 spray-applied polyurethane insulation rate of 0.29 gallon (1.10 L) per 100 square feet (9.2 m2). described in this report complies with, or is a suitable The coating must be applied where ambient and substrate alternative to what is specified in, those codes listed in temperature is at least 50°F (10°C). The attic or crawl Section 1.0 of this report, subject to the following space area must be separated from the interior of the conditions: building by an approved 15-minute thermal barrier as 5.1 The insulation and intumescent coatings must be described in Section 4.3.1. installed in accordance with the report holder's and 4.4.2.2 Application with TPR2 Fireshell® IB manufacturer's published installation instructions, this Intumescent Coating: Quadfoam 500 insulation may be evaluation report and the applicable code. If there is a spray-applied, in attics,to the interior facing of walls and to conflict between the published installation instructions the underside of roof sheathing or roof rafters;and in crawl and this report,this report governs. spaces, as described in this section (Section 4.4.2.2). The ESR-3458 I Most Widely Accepted and Trusted Page 4 of 4 5.2 This evaluation report and the manufacturer's 6.0 EVIDENCE SUBMITTED (Quadrant Urethane Technologies) published 6.1 Data in accordance with the ICC-ES Acceptance installation instructions, when required by the code Criteria for Spray-applied Foam Plastic Insulation official, must be submitted at the time of permit (AC377), dated November 2012 (editorially corrected application. April 2013), including data in accordance with 5.3 The insulation must be separated from the interior of Appendix X of AC377. the building by an approved 15-minute thermal barrier as described in Section 4.3.1, except as noted in 6.2 Reports of room corner fire testing in accordance with when installed as described in Section 4.3.2. NFPA 286. 5.4 The insulation must not exceed the thicknesses and 7.0 IDENTIFICATION density noted in Sections 3.2, 4.3 and 4.4 of this All packages and containers of Quadfoam 500 insulation report. components must be labeled with the Quadrant Urethane 5.5 The insulation must be protected from the weather Technologies, name and address; the product name during and after application. (Quadfoam 500); the product type (A- or B-component); 5.6 A vapor retarder must be installed in accordance with the flame spread index and the smoke-developed index; the applicable code. the shelf life and expiration date; the mixing instructions; 5.7 The insulation must be applied by installers approved the density; and the evaluation report number(ESR-3458). by Quadrant Urethane Technologies. The QuadCoat (ICP Primer, TB Top Coat, IB), Fireshell® 5.8 Use of the insulation in areas where the probability of (IB) and DC315 (Primer and Top Coat) intumescent termite infestation is "very heavy" must be in coatings must be identified with their respective accordance with 2012 IBC Section 2603.9, 2009 IBC manufacturer's name and address, the product name and Section 2603.8 or IRC Section R318.4,as applicable. use instructions. 5.9 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 and IECC Sections 303.1.1 and 303.1.2, as applicable. 5.10 The insulation components are manufactured in McKinney, Texas, under a quality control program with inspections by ICC-ES. TABLE 1—THERMAL RESISTANCE(R-VALUES') Quadfoam 600 THICKNESS(inches) R-VALUE(°F•ft2.h/Btu) 1 3.6 4 14 6 21 7.5 26 8 28 10 35 11 38 11.5 40 12 42 13 46 13.5 47 For SI: 1 inch=25.4 mm. 1°F•ft2•h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested k values at 1-and 4-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. Perritte Services LLC 1355 TANGLEWOOD RD Jacksonville Beach, FL 32250 NOTICE OF PRODUCT CERTIFICATION CERT f oft, aer� CERTIFICATION NO: NI010117.01-R3 DATE: 09/10/2010 1N 3 8 CERTIFICATION PROGRAM: Structural _ * �" COMPANY: JELD-WEN „,.s;,;��� CODE: 104-3 REVISION DATE: 10/27/2014 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series"Gladiator/Finishield"In-Swing 3737 Lakeport Boulevard Full-Lite Glazed Steel Wood-Edge Side Klamath Falls,OR 97601 Hinged Door w/Sidelite and Integral Mullion Configuration:XXO Glazing:Insulating Glass(Tempered) Frame: W-2804mm(110.37") H-2076mm(8I.75") Panel: W-908mm(35.75") H-1007mm(79") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02/E331-00 Design Pressure: +35/-35 psf AAMA 1304-02 FER-Passed Qualifies Configurations: O/X/OX/XO/XX/OOX/X oo/xxo/oxx Product Tested By: National Certified Testing Laboratories, Inc. Report No: SJW2010-135/W-1513 Installation Details: JW062010(1-9) Expiration Date: August 31,2020 JO Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 • MATERIAL PROTECTION _ J,-,T ri T® 1. ALLOLATCH/LOCKOFCOR AND HINGE HARDWARE r , FLI ILV, TO BE OF CORROSION RESISTANT MATERIAL _ OR CORROSION RESISTANT COATED. o FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE Co 9-0x6 8 INSWING GLAZED DOOR SYSTEM CORROSION RESISTANT STANDARDS AS _ 110 3/8'MAX OVERALL FRAME WIDTH _ d al 72 1 IDENTIFIED IN THE FBC. 7( GENERAL NOTES PANEL WIDTH DOUBLE IPANE WIDTH m 0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH •C NOTE 4 D}NOTE 4 . ~ J THE CURRENT IRC AND FLORIDA BUILDING CODE(FBC)BASED 4_ 4 __ — ¢ J ON THE SIGNED AND SEALED DATE:EXCLUDING HVHZ AND HAS L T L G Lai N BEEN EVALUATED IN ACCORDANCE WITH ASTM E331-00 AND I; — — — L w Y =03 ASTM E330-02. F 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED y 21 1/8" 21 1/8" • Q PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 0 MAX u��r/ I p M <in3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED w D.L.O. D.. O. n = AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE = WIDTH )f�DTH O r'-- MATERIAL W co Y D- SHALL BE BEYOND WALL DRESSING OR STUCCO. J p 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. II 0 o w x FLORIDA5. APPROVED IMPACT RESISTANCE SHUTTERS ARE i - >( REQUIRED FOR DOORS AND SIDELITES. 6.SCALE BASED ON 11x17 SHEET SIZE. 3k Fi !i , I Ly y 7.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. S NOTE �iV I ° ♦ w O 8.CONCRETE TO SHALL HAVE A MINIMUM fc=3000 si AND c�S I- P F 2 \ MASONRY SHALL CONFORM TO ASTM C-90. T. ® • 5 w z NOTES: n NOTE SI \ p ce 1-ALL VIEWS FROM INTERIOR. Bq II \ / NOTE3 w 8 w 2-MASONRY AND CONCRETE INSTALLATION b f % I a O o w FACE SHEETS:THE FACE SHEETS NARE GLUED TO THE CORE AND •DETAILS. — I O w SUBSTRATE WITH LMC ADHESIVE. 3-FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN FIXED ACTIVE C0-- Cl, CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY MASONRY/CONCRETE,SEE SHEET 6 1 Opp O EXPANED POLYSTYRENE(EPS). FOR DETAILS. I - w p PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED 4-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN ASTRAGAL =0_Z m FROM TWO SHEETS OF 25-GAUGE(0.0184"MINIMUM)GALVANIZED MASONRY/CONCRETE, SEE SHEET 4 FOR NOTE 2 OTE 2 z w 3 w TJF STEEL.THE FACE SHEETS ARE BENT 90°OVER THE 1.688"X 1.0'LVL DETAILS. MULL POST TRI UNIT(OXX)OR(XXO) u i-i w (LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE SCALE:1/2•=1'-0' rn- AVERAGE MIN.YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS (INSWING NON-IMPACT) v K a 38,400 psi.THE 1.888'X1.203•BOTTOM RAIL CONSISTS OF TABLE 1 a G' c ROLLED-FORMED GALVANIZED 25-GAUGE(0.0184"MINIMUM)STEEL. THE WOOD LOCK BLOCK IS 1.688"X 3 1/8'X 12•. -- - - -------------- - i _ _DESIGN PRESSURE RATING S 543 FRAME CONSTRUCTION:THE JAMBS&HEAD ARE CONSTRUCTED OF to n WOOD.THE SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ,/'WHERE WATER INFILTRATION , ' WHERE WATER INFILTRATION ALUMINUM CLADDING AND A SNAP FIT PLASTIC ADJUSTABLE REQUIREMENT IS NEEDED .REQUIREMENT IS NOT NEEDED a HEIGHT THRESHOLD AND VINYL SIDELITE SILL SEAT, ALL CORNERS __ .- w ARE COPED,BUTTED,&SEALED USING SILICONE OR PAINTABLE TRIPLE& TRIPLE& Cj LI DOUBLE DOORS DOUBLE DOORS POLYURETHANE.THE HEAD&SIDE JAMBS ARE FASTENED USING Z w w_g m FOUR 16 GA.7/16'X 2'STAPLES PER CORNER.THE SILL&SIDE POSITIVE1 +35 POSITIVE +35 JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES AND TABLE OF CONTENTS \\ NEGATIVE -35 NEGATIVE 35 G 8 2-#8 X 2 1/2 FH PH WOOD SCREWS PER CORNER.THE VERTICAL SOLID MULLION IS FASTENED THROUGH THE HEAD&SILL USING SHT# DESCRIPTION 0 0 o or THREE#8X2-1/2"PH HEAD SCREWS PER END. AT THE SILL,FOR 1 TYP.ELEVATIONS&GENERAL NOTES *I NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF Pep c INSWING PRODUCTS,A 5/8•HOLE IS DRILLED IN THE PVC RISER AND . 2 a N TYPICAL ELEVATIONS AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS FILLED WITH DOW 1199 SILICONE. A RETAINING PLUG IS INSTALLED 3 VERTICAL CROSS SECTIONS&B.O.M. REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION TO RECEIVE THE ASTRAGAL BOLT. ON RETAINING OUTSWING PRODUCTS,A 3/8" 4 VERTICAL CROSS SECTIONS �.i 5 HORIZONTAL CROSS SECTIONS PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH •_,q 0 HOLE IS DRILLED AT THE CENTER OF THE FRAME SILL AND A METAL 6 HORIZONTAL CROSS SECTIONS T OH HEIGHT IS 1.0 ts1LL I I U�� M ti STRIKE PLATE IS FASTENED USING TWO#8 X 3"SCREWS TO `��� �i7j .t 7 ANCHORING LOCATIONS _ ��NN��E$F O� rrrr V m Q Z RECEIVE THE BOTTOM ASTRAGAL BOLT. AT THE HEAD ON BOTH 8 ANCHORING LOCATIONS&DETAILS INSWING AND OUTSWING PRODUCTS,A 7/16'X 3/8'SLOT IS BORED 9 UNIT COMPONENTS AT THE CENTER OF THE FRAME HEAD AND A METAL STRIKE PLATE Z�,�•�,. �� '��OL� o"TE° 4/14/2010 I IS FASTENED USING TWO#8 X 3'SCREWS TO RECEIVE THE TOP .� KALE,AS NOTED ASTRAGAL BOLT. ALL MULLION JOINERY AND THE FIXED PANELS/ _ * • F• • * - DWG.svG.LUBBECKE FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 '• SILICONE OR PAINTABLE POLYURETHANE. EAQu use BY: S.FREY r DRAWING NO.: Digitally signed by Hermes F.Norero,V.E. 398 �Aq+BL fr,`,l 338 \\ - Reason:I am approving this document ' '�' Date:2014.11.2414:11:45-05'00' D FBPE C 12 � JW082010 410fi�y+7H.440.29578 SHEET 1 OF 9 • - 110 1/4"MAX.OVERALL FRAME WIDTH - - 35 3/4"MAX. __ PANEL WIDTH 35 3/4"MAX. 35 3/4"MX.A PANEL WIDTH PANEL WIDTH - O co C n 4 _ 37 1/2"MAX _ ' cn 1 NOTE FRAME WIDTH J Q OTE 4 \ _..--- 1 _ 35 3/4"MAX _ m O '-'� I _. 1= - PANEL WIDTH I- Cl)Er 1 li 211/8" '� 21 1/8" 21 1/8" / 1 D 2 O M MAX. MAX. MAX.\ J, 4 NOTE 4, Z W 000 w D.L.O. y D.L.O. D.L.O. _ �i WIDTH i WIDTH WID1'kt j F I 3 I- J _ ¢¢a p n M g Illi MI o L.o. c'l Y a —_ii V = v p M a i w1oT�1 g �� p� ° 2 m NO2IINOTE La 2 g O t7 J 611 p / V v ;, ll NOTE 31' NOTE 3 0 w —I • ; 2 a to I I/ Lf '1IOTE 2?P.. to 1 b C� xg u+ai NOTE2 �° z O�O 'FIXED FIXED ACTIVE m / E. I-LD o S II / V B 14 NOTE 2 3 f 4/NOTE 2 4\1lOTE 2 m NOTE 3 8 w 1.z0 MULL POST SHOWN t < SINGLE UNIT (COX) OR (X001 ACTIVE w Era J SCALE: 1/2" =1'-0" _ t 1 o z f W zw3 W 74"MAX.OVERALL FRAME WIDTH - - 73 7/8"MAX,OVERALL FRAME WIDTH -3., d�NOTE 2 F i < v 72 1/4"MAX.PANEL WIDTH - - 35 3/4'MAX. _ 35 3/4'MAX. SINGLE UNIT (X) p 1` - 353/4"PANEL WIDTH PANT WIDTH - PANEL WIDTH SCALE: 1/2" =1'-0" pi 2i i I„" 38 3/8"WITH _ D C� p ASTRAGAL 4/NOTE 4 • ? `4 ' �•I OTE 4j NOTE 4_/ > _MM. 1 tr 1 f—.gm In c,r, 1 NOTES. O /21 1/8' 1 1 , Ii #21 1/8' /21 1/8" / I 1-ALL VIEWS FROM INTERIOR. Q MAY/ - f 2-MASONRY AND CONCRETE INSTALLATION DETAILS. g w 11 D. .O. MAS! — 3-FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN .. D.L.O. D.L.O. DI AZ D.L.O.�j O WIDTH WIDTH MASONRY/CONCRETE,SEE SHEET 6 i WIDT J O FOR DETAILS. z O w 'l o w g� Jo 4-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN 1- N > I ' x 6 I w MASONRY/CONCRETE, SEE SHEET 4 FOR Xj 8 O - m - ,I C ;. w O 6 ct DETAILS. O NO 2 NOTE 2 0 V E : m a IN NO 21 p C C ! a �` :4W f m g A. Gl1 I / F. NOTE 2 _, 0 0 ,NOTE 311 IIf \ j i n m NOTE 3 U a ```11UUI lII7j,'' fin-4 m 1 \ i / °Q w NOTE 3 ��`C1�S F. �.' . U m<Z is i ._. INACTIVE ` - I 1 'Z''/'' lit �'QO O E: 4/14/2010 Q/ 1 ACTIVE FIXED ACTIVE \I _* * ' AS NOTED t / 1 ll I 1 1 _ ST = owo.a G.LUBBECKE ASTRAGAL � AYA'NOTE 2 EA �� S.FREY 8 8 NOTE 2 A f AYdOTE 2 ID ="��; onAwMcra.: DUAL UNIT (XX) 3 DUAL UNIT OX)3OR4(XO) 398 1 r� 338 JW062010 SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" D FBPE CERTAIIIRAUlit NO.29578 SHEET OE 9 1 1' MIN. x4 1"MIN MIN. - 1'MIN .� Item DESCRIPTION Material - - - - m 1 HINGE JAMB(1 114' -5/8'FINGERJOINTED PINE) PINE o of 5 Cw 5''SEE 2 HEAD JAMB(I1/454-5/8"FINGERJOINTED PINE) PINE n x Y C W SEE 28 Y Z_ NOTE 1 I 'I'/ 3 LATCH JAMB(1-11450-5/8'FINGERJOINTED PINE) PINE 0 m f Z f �\ 4 SIDEUTE JAMB(1.114'x4-5/8'FINGERJOINTED PINE) PINE - o v NOTE 1 ' 2 I - �_ J 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2'MIN EMBEDMENT STEEL m N I 29) rn . 6 4 x 4 BUTT HINGE 12GA(.098'MINI_-- STEEL b cc J I �N N .,. - -.,� 2 7 #9 x 1 PHILLIPS FLATHEAD WOOD SCREW STEEL Z O m '1 I I ��-I` 2J \`��� ___. _ 8 #1011 1 1?PHILLIPS FLATHEAD WOOD SCREW _ STEEL - Cl- LL N ` �.""'1 _-- I `rte ' 4 5 T 9 3/18'(TWBUILDEX TAPCON WITH 1114 MIN.EMBEDMENT STEEL W rp 10 COMPRESSION WEAT}iERSTRIPJQ.ION OEBD-650) _ VINYL UJ g Q SEE DETAILA - , Q 1 11 ENDURA INSWING THRESHOLD#LZAI5625RDSR 6063-T6 AUCOMP.PVC o N. �Q� SEE DETAIL A /16 SHEET 9 ® 12 ENDURA ASTRAGAL HAND SET STRIKE PLATE STEEL W n <± SHEETS - ® 18 1 13 EXTRUDED ASTRAGAL (ENDURA ULTIMATE) 6063-16ALUMINUM -, 1", Y 0- 11_ I N X 1'PHILLIPS PAN HEAD SHEET METAL SCREW STEEL ® 0 - 15 !TOP ASTRAGAL STRIKE PLATE-(ENDURA PRODUCTS) STEEL - _ _• 16 TOP RAIL(LAMINATED VENEER LUMBERL___ LVL 30 - _ I ® 15 ( 17 BOTTOM RAIL 25GA(0.018')GALVANIZED STEEL STEEL 18 HINGE SIDE STILE(LAMINATED VENEER LUMBER) LVL 21 11 O O 19 .LATCH SIDE STILE(LAMINATED VENEER LUMBER) LVL 1.00.O.A. P -I 1.00'O.A. Jo 20 BLOCK BLOCK 1.688'x 3 1/8'x 1Y LG PINE PINE INSULATED I INSULATED 21 ODL LIP-LITE FRAME#686-BKWD PLASTIC TEMPERED GLASS Jli ¢ TEMPERED GLASS ~' i W 22 1.00'0.A.INSULATEDTEMPERED GLASS GLASS SEE DETAILA f Y� i tu = 23 18 Ga.7/16'CROWN x 2 LONG STAPLES STEEL . SEE D HTAILEET 6 1° J ,-24 ENDURA ASTRAGAL LOCK SET STRIKE PLATE _ STEEL ZW SHEET I Z ¢¢¢w a 25 KWIKSET LOCK SERIES 400 __ STEEL < 1 '_28 KWIKSET DEADBOLT SERIES 980 STEEL 2 0. k 27 I IS x Y PHILLIPS FLATHEAD WOOD SCREW ...— - STEEL _ 28 �2X W000 BUCK _ ORD 2 SOUTHERN YELLOW PINE WOOD w rey re 21 - i 0 -F�- } 29 NON-COMPRESSION SHIM i64 MAX THICKNESS WOOD o c7 / 30 EXPANDED POLYSTYRENE(1.0 TO 1.28186 DENSITY)MFG BY JELD-WEN FOAM ig w a 30 cX0 a ! 21 / 9. 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL S C r00 Sp �A-525 COMMERCIAL QUALITY 0.010 MIN.TRIG(.) GALVANIZED O�°y p 0 C 32 VINYL DOOR BOTTOM SWEEP _ -_ VINYL (7 3 7 v (30 1- ___ 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC S s'ijC7 N �J SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP =$_ 2 re 17 ® 34 #8 x 21?PHILLIPS FLATHEAD WOOD SCREW -__—---- ' STEEL Lew O 35 SOLID MULL POST(LAMINATED VENEER LUMBER) LVL �i LL i U 2 36 3/8'QUARTER ROUND MOULDING _ __WOOD y a-Q 37 SILICONE BEAD DOW 1199 OR POLYURETHANE _ SILICONE , rE J 32 _38 Z60 SERIES SIDELTE SEAT(ENDURA) so d8 ~ m 0 r, _39 ASTRAGAL THROW BOLT.STEEL ROD,5/18'DIA x 18' STEEL b '-_h. 11 �, . _40 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD ___ m 01 41 1 1/4"BRAD NAIL 18 GA STEEL FJ l7 S 28 I — ,r 42 BOTTOM ASTRAGAL INSERT_PLUG-INSWING ONLY --- PLASTIC W i Mai 43 88x3•PHILLIPS FLATHEAD WOOD SCREW ____ ,. - 3 1 — i 2 g 44 'SIDELITE SPACING STRIP __- ____.1 g - --- - . 45 AFCO INSWING THRESHOLD#P-2000 0063-TS ��ALJCOMP.PVC2".8i C5)..----7-1" -- --��'-W 48 SIDEUTE SEAT AFCO DD-230_ ---- --_- I PVC gQ MIN- -�I 1'MIN _- _ w SEE NOTE 1 - 1"MIN - 5 1'MIN SEENOTEI - �pu 0 ppm•. 45 NOTES: < N -..- J - iIMI .. 0 1. FOR ANCHOR SPACING(ITEMS MS OR r9),SEE SHEET 7. - 28 "� s. ' 1 L 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS ,`1111 L 111#N7j#, -,• o a - 2 Di -.--. -'-'- 1 . SHEET 4. HORIZONTAL SECTIONS:SEE DETAILS�i AlAll�'SHEET 6. `��,R-w.••••",•` ���� '"m<o --_ _I.'-7 "\,_. I W 3.���T PCOM MASONRY ANCHOR SPACING SANE AS WOOD ANCHOR • >" �� t{ um Z C5/ ---- SCREW CONFIGURATION. I uW: 4/ 1' 14/2010 r MINI-- 8 1'MIN- 4.OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION *��• : * _ SCAE,AS NOTED SEE NOTE 1 I- 1"MIN ..1 SEE NO 1 - 1"MIN - OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT IS = 2 .T'T • . cr _ owe.nG.LUBBECKE ACHIEVEDVERTICAL CROSS SECTION, VERTICAL CROSS SECTION, Q :4P,rN0 Q: wcm S.FREY OACTIVE DOOR TVP. g SIDE LITE TVP. �� 'n tC •,E. a °MIN O W.. WOOD FRAME INSTALLATION O WOOD FRAME INSTALLATION i Y♦j�STE.338 JW082010 SCALE:3'=1'-0• /en RL 33004 SCALE:3'=1'-0' FBPEetim CIAO .NO.29578 64EET3 OF 9 ol m 1'MIN. _ - 1•MIN. Z • - 1'MIN. - y 28.40 i 1'MIN. - 19- NOTE 1^•i,266 NOTE/ NOTE2 � - �✓ NOTE2 • 1 '. . .29 11 ,�/ ,29 .......... 1 1 • o 38� 41) co "N • SEE DETAIL AJ� 16/ • SHEET 9 SEE DETAIL !10 ® CC- al O SHEET 9 • F Uj N 30 - - 31 , _ 1"MIN.EDGE - _ 1•MIN.EDGE d __ _ -�. DISTANCE _ - 1^MIN.EDGE DISTANCE f' ? O Q M Ir.- I T -••i pil- 1'MIN.EDGE d. N _3 21; DISTANCE DISTANCE W Y Zco ; T 1.00'O.A. 21i Q 1.00^O.A. I -I r- ~Q INSULATED C) N. 2 INSULATED TEMPERED GLASS ice- x�X z TEMPERED GLASS - i .. ca m m -i ^ g= SEE DETAIL A �2 s i 9' a 9 i y w m y IL SHEET 6 -� (20)--.--._ � SEE DETAILA - U _ -- SHEET 80 I' ro v! W N pr O , - � � CO �jr � _ � � © vN © �WBO8 N 0 SEE DETAIL A �, LsSHEEErEm?SEE ETAIL n sgg �0y i 0 31 �� ®; SHEET 9 mO i 9 C7 7 v 1•MIN.EDGE _ IN.EDGE a�Q�70 i. 17 DISTANCE �� DISTANCE =az VERTICAL CROSS SECTION D VERTICAL CROSS SECTION ICI 37 �FlXED UNITiX BUCK OPTION IN 4 OPERATING UNIT 1X BUCK OPTION IN rn MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL 6 116P r . • •• T _ ! �, . _ 0 _.--z°/�� 9 NOTE 1 +�� — "__,-----z.,_1 O NOTE1 2 b Gf _ 1• 1• NOTES: Z 2 i - 1 _ 1• _ MIN MIN. I 1. FOR ANCHOR SPACING(ITEMS AS OR 49),SEE SHEET 7. W MIN. MIN. 2. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILSL'il a WR y �I�!SHEET 4. HORIZONTAL SECTIONS:SEE DETAILS r1 SHEET 6. i°R O¢ © 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR g a n '\ 37 SCREW CONFIGURATION. a- 4. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION ,,\1111111111//i' o;.�.c L -' r, OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS %%%%%%%F. Q.��/� 1_ __ E ACHIEVED. �� .. .-ri Q` <‘13 O 9 'NOTE1 _ ,/ �^� 4/14/2010 m f '�(EI g;f _ 1' __ 1" _ v__ • , \� . - 9 NOTE 1 1� / * EAS NOTED "' MIN. MIN. f 1• _ . 1• :T' • .. � L .m(.LUBBECKE MIN MIN. r.-PD4'.• )16w('v: S.FREY VERTICAL CROSS SECTION.ACTIVE DOOR TYP, VERTICAL CROSS SECTION,SIDE LITE TYP. - a`O •AE' °P^"1NpNp' MASONRY AND CONCRETE INSTALLATION MASONRY AND CONCRETE INSTALLATION 1� ' A A� 4'338 JW062010 — SCALE:3'=1'-0' SCALE:3•=1'-0' FBA-013rLl8PA .NO.29578 ImacT v A_ 1 1/2' 1/4'MAX. 1 1/2' - MIN.EMB. __1/4"MAX. - 1 1E SHIM MIN.EMB. -"�-"II'1H" SHIM 1 MIN.EMB. _ _ SHIM SEE NOTE 328140 1 1/4" SEE DETAIL A SEE DETAIL A _1/4'MAX. ;I -SEE DETAIL A • SHEET 9 MIN EMB. SHEET 9 -1 SHEET 9 I�SHIM O L _ s SEE DETAIL A 1 I i z ,� CM C.'e \ din, `3.; N 1 g5P 1833;301211 SHEET9 a I./ I f \ �: 10 I '0 ' z X810 ���� I m O1 31 �� \,IIS `=' �: stiit m , --"\- 4 Z' 1. :,.,jm . ? I V�+%'V1 z_ a 0 � Vnl .:1 a:. -- - '911 f� II i. \`(1-g'• ':� \\\ "' Al I F F- fn "� INTERIOR , IfiI F 1�E•°ATE' -1 7 8 v:, \'SEE NOTE 1 _ \ /.'�' I' U J SEE NOTE 10 ( 1 � INTERIOR -�� '5'SEE NOTE 1 Z W LL cm 4 INTERIOR 30, 29 • > INTERIOR03 U HORIZONTAL CROSS SECTION X81 W g Q a O HORIZONTAL CROSS SECTION B HORIZONTAL CROSS SECTION 5 WOOD INSTALLATION O HORIZONTAL CROSS SECTION n 5 m in WOOD INSTALLATION SCALE: 2 =1'-O" 5 MASONRY & CONCRETE INSTALL SEE NOTE 61 5 WOOD INSTALLATION cs M SCALE: 2"=1'-0" SCALE: 2"=1'-0" SCALE: 2"=1'-O" W N. _ SEE NOTE 6 SEE NOTE 6 1 1/4" ”SEE SEE NOTE 3 SEE NOTE 6cl MIN.EMB'I I�T'�" 1 1/4• _ 114 MAX. I 1/4'MAX. MIN.EMB. -i SHIM = I- SHIM SEE DETAIL A -SEE DETAILA i �0 SHEETS `..1:f 2 I . SHEET 9 Z 1 a ® 3 3/ Z- I alum 0 ® X21 f 1 –5 WW1 0®0®0 ��� 0110 1 �I�G�I6: 0op 0 y z z 4jjj1 1 1 ce SEE NOTE`, ySEEN•IIIIII •III' PAIM 1 © ' ;�� �� - 11 IIL. T F-w w - 1 - 0 44` �' o + ---S---- 0 INTERIOR 3 4 1 O INTERIOR +-------- --I 0 7,© INTERIOR q O p N I1 O SEE NOTE 3 CDC)* —. O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION 3 E 5 SCALE: 2"=1'-0" 5 MASONRY & CONCRETE INSTALL O c9 HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" 111 o 2 al 5 MASONRY & CONCRETE INSTALL SEE NOTE 6 D- - m SEELNO E 6,-O Z_w3 ' LLNz CC O 1 1/2' __1/4'HIMMIAX. S MIN.EMB. 1 SEE DETAIL A v�i �i 13j 37 NOTES: O 1 - SHEET 9 GS IS Ql 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),(SEE SHEET 7). �' Z 'T T , 10 18 0 ® 2.ASTRAGAL SCREW PATTERN SPACING FOR SCREW#14: N 5 m X '�. ,. 0 �;, ,� rlIIIIIIIIIIII FROM TOP OF PANEL:2 1/4",9 1/4",23 13/16",41 114",57 3/4",69 3/4"&76". ' 111.1111 W --lIIID!I'I• 'M` 3. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS g w SEE NOTE3 40 8 .S _ . 1 E NOTE 2 SEE NOTE i 0 �� Q �l' C Co ACTIVE 4 1 4 SHEET 4. HORIZONTAL SECTIONS:DETAILS, 6 Y 6 • SHEET 6. w� m INTERIOR INACTIVE /16(c2) Z ® O i Rloa 4.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD •o- H HORIZONTAL CROSS SECTION I HORIZONTAL CROSS SECTION ANCHOR SCREW CONFIGURATION. o 8 5 WOOD INSTALLATION 5 SCALE: 2"=1'-0" 5.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW p oce SCALE: 2"e1'-0" SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. �,N SEE NOTE 6 ° '=oo \\11111111/1/// 74 ri..1 �\\. S F. iii .•„:": �� ?�`�•..'.. , ' 'it I.)m<z Z�,.'' \• I� '..'YO DATE. 4/14/2010 r.* , ,.o/� 7; _ * WALE,AS NOTED �� DWD.BBO.LUBBECKE -0 E-{i OT,� 1i / ` Clnc er S.FREY `E 398 'D 1,64 IA ` •338 DRAW W06 �t JW062010 FBPE CERT)R AUTWNO.29578 SHEET 5 OE 9 • • 1�' 1 B 3Y SEE DETAIL A 7/<" __ 1 1/4" Cr#4-. ' 9 o f � ��,8 �j X18 31'30, 21.;22 SHEET9 SHIM - - MIN.EMB. O W ' 22 31 20 3,' • z n ��ii�,'oul r .• — Ili lIi2, zs �� 2 (41Y(36) ,20� •, /3'x'(36(4) �41�X38) - 7I' . '�f 1El 0 w W 1 .3�n\ W H (J INTERIOR 2Z \\IIS �' '9 U ��l//`�/ Z Z O J M INTERIOR w Z \ Q 30 �;2 Q A0� �2 H W LL CV INTERIOR CO 29 1 .i N 1 1/4"MIN.- 9 '2 C W Y 28�4ENOTE 4 • O EMBEDMENT Q O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION t k f T 0 M m 3 6 SCALE: 2"=1'-0" 6 SCALE: 2"=1'-0" 1 ,, ' M Y a 6 MASONRY & CONCRETE INSTALL "' SCALE: 2"=1'-O" I Air 1 SEE DE m W I1IIII� SHEET 1 1/4' _ _ W \� 1/4-MAX 114'MAX. SHIM'— MIN EMB --SHIM SESHEET 9 E DETAIL A g t°°A INTERIOR w 112' SEE DETAIL - - w SHEET9 i1 %3) /r� 29 00 ® w MIN.EMB. 9)/ f 1 -= J. 20 31 2 r' 11 (2>5 1 - I 1/4"MAX. w ix O f ' N`s/(o)ci9)(2S)(2a)31) -I ' -r- 1._l_ 2, SHIM 1 21; z � • . � ,� I.(2 02 w ,\ 11111 /AIM co HORIZONTAL CROSS SECTION 1 ������ � 22 '1 9 ,t le FIXED UNIT 1 X BUCK OPTION IN 8 w O F o 6 MASONRY & CONCRETE INSTALL O 3 0: 5" 47:',/M— 292�)ai (30` INTERIOR (LEFT-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR) o 28740)�28rX301 INTERIOR 1 _ 00(9 SEE NOTE 4 �28X40)SEE NOTE 4 w W Z Z C7W O CD W D HORIZONTAL CROSS SECTION w 1 ®Q w II U)z_ a 5 O WOOD INSTALLATION E HORIZONTAL CROSS SECTION i 1- (0 ? �' o = SCALE: 2"=1'-0" 6 MASONRY & CONCRETE INSTALL ?N 1 1/4"MIN. • 0 0 SCALE: 2"=1'-O" - ° � EMBEDMENT- � ` I L_____ -,� .� -SEE DETAIL A ��gm r 1 SI1I-cT g OU ,I� III gd W IN:!II w p m NOTES: " 1/2"MIN GLASS BITE 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),(SEE SHEET 7), Io O INTERIOR • b o INTERIOR 2.ASTRAGAL SCREW PATTERN SPACING FOR SCREW#14: 1/4"MAX. :I 8 oee 1/8"TEMPERED FROM TOP OF PANEL:2 1/4",9 1/4",23 13/16",41 1/4",57 3/4",69 3/4"&76". SHIM H. QN I 74�-1W ''' I 3. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS O HORIZONTAL CROSS SECTION a`-+0 0 , 1. C F G_ 6 OPERATING UNIT 1X BUCK OPTION IN SHEET 4. HORIZONTAL SECTIONS:DETAILS 1 SHEET 6. ��i ?+)�••••)\\�\N t 4.TAPCON MASONRY ANCHOR SPACING SAME ASW OD 6 6 ( MASONRY de CONCRETE INSTALLND %%%%%%%IFdI,,i��,„ .gym.,O LEFT-HAND ANCHOR SHOWN, RIGHT-HAND A N Q I '! EXTERIOR ANCHOR SCREW CONFIGURATION. ? �s u m Z ` ' 1/8"TEMPERED ,Z�_�' i� '•�.pU L �TE� 4/14/2010 _ 5.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW i. - SCALE:AS NOTED SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. _ l• • i* = o1w.BNG.LUBBECKE GLAZING DETAIL A SCALE: 6"=1'-O" ,- �. k1i �S.FREY 398D � PLL �g4 JW062010 FBPE CER4i'.bRAIT114'N0.29578 S.SET B of 9 • SEE DETAIL A • a SHT.8 1. 37 1/2" `D SEE DETAIL E --• 110 318" — 1 1 SHT.8 -. 36 13/16 -- 73 9/16' .-- 110 1/4' .-- 6 rn � a I I SEE DETAIL G 5"TYP J 0= d 'I I 1 — 5"TYP SHT.8 a SEE DETAIL G m 0 v Ijl O — 5"TYP 3"TYP — SHT.8 SEE DETAIL E U CL5J iiiIii_ — 1 3'TYP �/ 3'TYP — SHT.8 Z w Q c!) 21 w I i I i I I I I 'F 1 a. �� z w w coo 2 a1I —I I J I -'i ,_I I 1 'I 1 i wY �Do 4Q F SEE DETAIL E d I 1 3 Q a = 1. SHT. i I I� i a r.. m 3 i' w NI _ .i = SCD_ `v� : MULL POST —III W `�+ —MULL POST ill — To- E tl E ily' -\ SEE DETAIL F i (WOOD INSTALL) v (WOOD I TALL w 1 """� SHT.8 (MASONRY INSTALL g I _ N © l 9 1 1 1 TMP SHT.8 m TALL 1- ( w SEE DETAIL F (MASONRY IN TYP .1 p o i W, _ I I 1.1 _ 1 ,� _ _ mow$ O P 1 ___ -- I I 1 1 I ) 1 I I ' g 0 0 Q (10) ANCHORING LOCATIONS0 INSWING SINGLE UNIT (X) r, SCALE: 3/8" =1'-0" �� �((26))ANCHORING LOCATIONS DOUBLE (26)ANCHORING { 9 0 O SEE DETAIL C INSWING UNIT W/SIDELITE(OXX) INSWING UNIT W/SIDELITE OOX)DOUBLE DETAIL F O O z SEE DETAIL A WOO SHT.8 SCALE:3/8"=V-0' x o z m SHT.8 \ SCALE:3/8"=1'-0' SHT.8 — Ea - SEE W v _- �tiz a 74" — '� o SEE DETAIL E 5' 73 7/8'— ."- SEE DETAIL G E m 5'TYP — —. 3"TYP SHT.8 TYP. Zo SHT.8 0 1 i� 3"TY SEE DETAIL E N-I S m 1 I g I I TI I I SHT.8 1 1 �a 1 5:1 I - 1.„' NOTES: W x f 1 1. SEE SHT 8 FOR LATCH AND HINGE LOCATIONS. a w 4. it MULL POST V,iI 2. SEE SHT 8 FOR SIDELITE FASTENER LOCATIONS. =in U EL ;a N+ _ _ 1 _ — 3. SEE SHT 8 FOR SIDELITE BRAD NAIL LOCATIONS FOR i QUARTER ROUND MOLDING O `� ATTACHMENT. pW•O vi C 4. OPTIONALLY,ANCHORS(ITEMS#5 OR#9)CAN BE PLACED IN NARROW SECTION j 8 w OF JAMB OR HEAD AS LONG AS MINIMUM EMBEDMENT IS MET. O — (WOOD INSTALL) 5 (WOOD INSTALL &,:'51/ _ )•5 — 5. ALL VIEWS FROM INTERIOR. (MASONRY INSTALL)�g ' g TMP (MASONRY INSTALL)E 7W O-3 r m TMP c” .O O ` ```1111111111//// "'Vm'� 1 ,-.1 I t I I 1 1 i — 1 _ 1 I 1 �— L.. �..klkES F. O./" U m Q Ci z S z . ,:. 1 (WOOD INSTALL) S Z.' )I1 .'l1p: • o m °-- -_-_) 0---• ZM OR DETAIL B ZY= D°0o HINGE DETAIL DETAIL A SCALE:1/2'=1'-0' DETAIL C DETAIL D UJ F- UPPER ASTRAGAL LOWER ASTRAGAL INSERT PLUG LATCH&DEADBOLT 3 N Q Ib BOLT STRIKE SCALE:1/2"=1'-0" STRIKE PLATES W g= SCALE:112"=1'-0" SCALE:1/2"=1'-0" -3 cam) Y 0- a)m 0 n 1111 ©401 00 Co w w 1111111''' DETAIL F rt Ow co y TYP FOR SILL TO SIDE JAMBS ` 0 O 0 0 000 SCALE:1-1/2"=1'-0" DETAIL E ` gEJBS1d 0w c:)°,5 0 w fA 2 1 1 .,-i—j ° mit 1 1 - - E 'P. a F�Sm int7 A Ze DETAIL G N TYP FOR HEAD TO MULL POST SEE " (SILL TO MULL POST SIMILAR) - = DETAIL D SCALE:1-1/2"=1'-0" m M l9 w w 1 L _ i I ' 1-Ir SEE C��i :r - - DETAIL B O o m ELe Q.N NOTES: a -+a ..^.o0 • - - 1. ALL VIEWS FROM INTERIOR. ``,I�lu��/ �� �•�.�. . I/ k. %.��ES F. ��,,,. u m a z H1 .�. ..... -.2"7/'\-)if -•,..."P0 DATE: 4/14/2010_ `I =* / 7' *r. SCALE AS NOTED DWO B G.LUBBECKE -0 . OT . : cr _ - asc.BY: S.FREY BRAD LOCATIONS LATCH AND HINGE MULLIONS % i :`"..A.":" _ -Y�•.. DRAWING NO.: TYPICAL FOR ALL SIDELITES TYP FOR ALL FRAMES 398 CWbR . JW062010 SCALE:3/8"=1'-0" SCALE:1/2"=1'-0" DA*: FBPE CE- !ow mita NO.29578 SHEET a 9 - - 5 5/8" - - 5 5/8" - 4 9/16" - 4' 1 A_erA cc -1/8'(MIN) 45 AFC()INSWING THRESHOLD 7 J 0 O WOOD JAM: BUTT HINGE (-4R) 6063 T6 AL AND COMPOSITE PVC m FINGERJOINTED PINE O4x4x12 GA.STEEL SCALE:6"=V-0" H fn ©SCALE:3'=1'-0" SCALE:3"=1'-0' S 518" Z Q J © - 1 7/8" - Q AFC()SIDELITE THRESHOLD ' Z W LL cNp 0 - 1 1/4" - WITH PVC SIDELITE SEAT W Y =QO 1 �I • ®� 6063 T8 AL AND COMPOSITE PVC Q T r�" .: SCALE:6"=1'-0" p n m 0 AS?RAGA! • I '1 OU a as ENDURA INSWING THRESHOLD 5 5/8" — 1._ • "LASDC LATCH 11 2 G urro r a 6063 T6 AL AND COMPOSITE PVC r _ __ •,,OCK SCALE:6"=V-0" COMPRESSION `1 1 10 OEATEAL 650 IP ASTRAGAL _—_-- 1/8" - _ 2 1!2' - f (--' _ w VINYL 13 ENDURA SIDELITE THRESHOLDI } SCALE:6'STRI 6063 T6 ALUMINUM 1 _( w m 0 o z - 0 0 WITH PVC SIDELITE SEAT w w 1/8'-- -1 3/8' r 6063 T6 AL AND COMPOSITE PVC 5 8 p SCALE:6"=1'-0" w z0 a. 1 1/8"-- 13/8' -' ®STEEL STRIKE Q DEADBOLT PLAT[ 1 11/16"- - - -10 0 0 J v 1 11/16" SCALE:3'=1'-0' ' ' =o z a, F. 15 TOP ASTRAGAL STRIKE PLATE m - ' z w 3 w z (;)LATCH SIDE STILE OSTEEL 1 11/16" -1/8' a w z LAMINATED VENEER LUMBER(LVL) SCALE:6'=1'-0" 3/8"-- <n-1 7g ¢ SCALE:3"=1'-0' 1 3/4"- NOTE: STILES AND RAILS ,°D� 2 CUT �;i„) OTOPRAIL 17 BOTTOM RAIL 1 id - 3 1/8” - LENGTH ✓/% ,� O HIS T E 25 GA.STEEL a 1 5/6" ✓,-/i. /� -1 3/4" i ,y LAMINATED VENEER SCALE:3"=1'-0" } �, ////////f 1' L 7/8: E m r //�/j// 1 3/4'-- LUMBER(LVL) y u-, J1 I ) •'! ;%!.01 21 ODL LIP-LITE FRAME )) Ids 33 ORNER PADS SCALE:3'=1'-0' 1 a L !L LOCK BLOCK PLASTIC LASTIC S-w 1/2" �- 20 SCALE:3"=1'-0" 3P DOOR BOTTOM SWEEP SCALE:3"=1'-0" `5/8" Rut C7 a FINGERJOINTED PINE VINYL {� :"--- SCALE:3"=1'-0' SCALE:3"=1'-0' 1 d i L_. z w� 5/8' 3/16" - - o•p MULL POST _ II '- 0 Vo m 35 1'-6"LAMINATED VENEER LUMBER(LVL) - ; O SIDELITESSPACER C0a 5 c SCALE:3'=1'-0' s ^1 io SCALE:12"=1'-0" .�.. .H '1�oo 39 ASTRAGAL BOLT ``,` ����fill", � �, .-.M-. �� r, MATERIAL:COLD ROLLED STEEL, J��0% S F.• p,/�,�� u m<O ZINC&YELLOW CHROMATE s . ,f, z SCALE:3"=1'-0" .7....,.> Z�"; • I� y•50 ± DATE. 4/14/2010 _ 3/16"C-SINK. ► - NOTE _* ? . ,/R;7 / * WALE:AS NOTED '- 1-USE#10 WOOD INSTALLATION SCREW W!1.50'MIN.EMBEDMENT _ _ DWG�G.LUBBECKE l/ WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. = -0 .T•T • ' 0! .er S.FREY .�+•+"' 2-USE#8 x 2 1/2'PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. E."' / 3-USE 3/18"ITW TAPCON ANCHOR W/1 1/4'MIN.EMBED. -NO �^ - ��•. • DRAWING 06 DETAIL - A WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. 398' •^ 'ti CR', • •938 JW062010 SCALE: 1/4" =1'-0" DAfM• 2 *04 — FBPE CE- .A8PAU71It'10.29578 SHEET OF 9 398 East Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop Dania Beach, 33004 954.399..88 478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Finishield/Gladiator Steel Door, Wood Edge 9-0 x 6-8 Inswing Glazed Door System for Florida Product Approval Report No. 3313 Current Florida Building Code Method: 1 — A (Certificate) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Finishield/Gladiator Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 110.375" x 81.75" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: �- f• F,A Hermes Norero, P.E. 'Z •v • Florida Professional Engineer#73778 _ * . / ►�� Date: 11/11/2014 — -v :T.T • Contents: O� Evaluation Report Pages 1 —4 '/•ziS C9 % Digitally signed by Hermes F.Norero,P.E. iS�N111E?��`� Reason:I am approving this document Date:2014.11.24 14:12:35-05'00' Hermes Norero, P.E. Florida No. 73778 BUILDING DROPS DateA Perfect Solution in Every Drop Report: 11/11/2014 No: 3313 Certificate of Authorization:29578 3313 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Finishield/Gladiator Steel Door,Wood Edge 110.375" x 81.75" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for Jeld-Wen Inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW062010,signed and sealed by Hermes Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW062010 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW062010 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS il\li DateA Perfect Solution in Every Drop Report: 11/11/2014 No: 3313 Certificate of Authorization:29578 3313 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report#:SJW2010-135, Report Date:09/02/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA1789) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS Date: 11/11/2014 A Perfect Solution in Every Drop Report No: 3313 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW062010)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 35 PSF* Negative 35 PSF *Product has not been rated for water infiltration. If authority having jurisdiction requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang(OH) ratio=OH length/OH height is 1.0. Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 1 • L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008 434-688-0609 Date: 05/01/2017 rllomas Irlomaspe.com Test Report: N/A Product: Double Door with and without sidelites 17x6'8"(wood frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:7710 wood screw (NDS 2012,TR12) Nominal diameter: 0: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: F?= 80,000 psi Side member: Douglas Fir-Larch(6=0.50) Main member: Spruce-Pine-Fir(6=0.42) Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F,„= 3,350 psi Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: I„= 1.140 in Mode I„ Mode 1, Mode II Mode III„ Mode III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 Al 00014 P= 725.61 lbs P= 884 lbs B. 1.07 B: 0.57 B: 0.5 B. 0.000 Ko= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6 Z.= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Zr 110 lbs Z= 138 lbs Kb= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z. 133 lbs Zr 110 lbs Allowable Design Value(ZCo): Z'= 175 lbs/anchor Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fo= 80,000 psi Side member: Douglas Fir-Larch(6=0.50) Main member: Steel strap/clip Side member thickness: t,. 1.000 in Main member thickness: t„= 0.048 in Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F,„= 61,850 psi Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: I.. 1.140 in Mode I„ Mode I, Mode II Mode III„ Mode III, Mode IV qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 00006 P= 13397 lbs P= 884 lbs 8: 1.07 B. 0.57 B. 0.5 B: 0.000 Ko= 2.400 Ko= 2.400 C: -4038.9 C. -3864.9 C -267.7 C: -93.6 Z„= 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs Min.Design value: Z. 163 lbs Z= 953 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs Allowable Design Value(ZCo): Z'= 262 lbs/anchor Fastener type: 1/4"ITW Tapcon N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 \\\,‘t I 1111+,// Spacing: 4.00 in Tabulated shear design value: Z = 202 lbs \�` R L I Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs \�`\v .•• • 0� /� Actual spacing: 3.00 in Reduction factor: 0.91 ` •\C ENS•.��1//� Allowable Design Value(Zf,,N): Zr" 155 lbs/anchor •• • \r (C • • • Minimum anchor capacity: 155 lbs/anchor *.4045y •*,r • Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. -x'10 7 .... ..�13•• TAT OF isi©NAi.`E \I.‘ \\ Luis R. Lomas P.E. FL No.: 62514 1 of 3 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008 434-688-0609 Date: 05/01/2017 rilomas(c�lrlomaspe corn Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Max. Anchor Al Al J Area Load Ind. Zone O.C. Cap. Load Result AzY-YAz 79.25 (ft2) (Ibs) (in) Qty (in) (Ibs) (Ibs) J Al v A, 2.3 138 N/A N/A 155 1 138 OK A2 7.7 463 6.00 21.00 155 5 93 OK 72.75 Aj 7.7 463 N/A N/A 155 3 154 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf Area Load Ind. Max. Anchor Al /-\ A4 /.\ A4 J\ Al / ZoneO.C. Cap. Load Result Y PO Y A5Y A3 Y (ft2) (Ibs) (in) Qty (in) (Ibs) (Ibs) 1 79.25 A, 2.4 146 N/A N/A 155 1 146 OK / Al .. A4 u A4 . Al \ A2 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK 147.75 A4 2.3 138 N/A N/A 155 1 138 OK A5 7.7 463 N/A N/A 155 3 154 OK Anchor Locations: Double door �► 36.38 36.38 6.00 TYP. I- 6.00 TYP. }� -- 18.19 TYP. 1 3.00 TYP. + I I I I I I I 7 6.00 13.45 MAX.O.C. 1 79.25 tilli _ ` '• \,`G E N`S'F•�'�' � 6.00 *: 0451 .*= I I I I I I • I TAT OF •'�� % 0;• OR10P,-,\ isIONALWE?\\ Luis R. Lomas P.E. FL No.: 62514 2 of 3 5/2/2017 LO I jai MASONITE. „9"MAX. OVERALL FRAME WIDTH n 3/4-LITE WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. 2," MAX Q� -D.LO. PANEL WIDTH- -D.L.O.- 37.5" MAX. O 6'8"DOUBLE DOOR WITH/WITHOUT SIDELITES , w/ASTRAGAL I r FRAME WIDTH ' g R J GFNFRAI NOTFS 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ` -_� r • O Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE R._ REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), 'D f Z- Z HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. I -i r; U7 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, i O N- s HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 2 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w ' A AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84, y 5. PLASTICS TESTING: it a TEST DESCRIPTION DESIGNATION LITE FRAME S ` L SELF IGNITION TEMP ASTM D1929 842 T > 650'F 3 RATE OF BURNING ASTM 0635 1.28 IN/MIN " ' • ' ' ' N 1 IQ$ SMOKE DENSITY _ ASTM D2843 70.2% r t4 TENSILE STRENGTH. ASTM D638 11.8X DIFF . . , . r „ m • COMPARATIVERTENSILEOSTRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 � � 1:.:1 1/!1 DOUBLE DOOR UNIT W�SIDELIT�S � � o 0 * •El a) - 1 _... T U)>- i i �m •Li EI w • 0 . I. •• • LI o • LI •II • • _ ®® , ®® ' 0 [11 0 ®® 0LI ❑❑ 0 0• o W SINGLE DOOR UNIT DOUBLE DOOR UNCI SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITE$ DOUBLE DOOR UNIT W/SIDELITE$ SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE WITH VENTIJTE DESIGN PRESSURE RATING 1 WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE v CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0/S 2-SERIES 0/S HIGH DAM 0/5 T40 S HP 0 S X 35.5" ' +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -36.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 iiii. 74' +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N.1A OX or X0 75" +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0' N A N A <z OX0 i 112.5" +50.0 -50.0 +50.0 L -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N4A N4A OXXO 1 149" +50.0 / -50.0 +50.0 / -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A X-VENT I 37.5" +50.0 / -50.0 :+50.0 JJ -50.0 N A N A N A N A N/A N A WE, 5/26/17 semE- N.T.S. t� TABLE OF CONTENTS AddNIdI1IIbN✓� �^'r MG.BY: SWS Via SHEET / DESCRIPTION CeIreMMM4:. 0401310011 KURT BALT}IAZOR c._ H: 1 TYPICAL ELEVATIONS & GENERAL NOTES &Wader. O•AwNO w.: ___ 2 ANCHORING LOCATIONS & DETAILS �II,I�Iema MVi !E FLORIDA P.E. 3 ANCHORING LOCATIONS & DETAILS #56533 DWG-MA-FL0214-17 %eEr 1 OF 3 un 00 6' - SEE DETAIL 3. -- -6 CI(JD 3- - 'E' I 3 .. 3• - -3• - I-31 �J 7� I I I I — I 1 .... ' ( -Lr to 0 'v1 3• r io m W p Q ^ _ i, -. LL U • Ln 0 "1• 2 ^ - N ^ _ - ! pa,SEE DETAILLai(j SEE DETAIL a •C• - A - W W ��I� SEE DETAIL r��5 —O 0--- - ta v i till it t 1 _ ' 11-6" , i 1_ Jr Iiill- ....___......1 t. 3_,...9) t . 1 t arL g w.,. g "�` 3._ -- -3" -�3' �3 6'-I �6 e 6" -6" SEE DETAIL #8 x 2" Sn .F. 3 XI eilLMASMUST TRAGBEAL DRILRETAINERLED BOLTTHROUGH HOLE �'� #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE 8#10 x 5/8" �M STRUCTURE DEEP ENOUGH = #8 x 2" � . _ FOR A 1.375" THROW /r- / rilil� #10 x 1" DETAIL "E" ASTRAGAL V(/ #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o #10 x 1- �•� STRIKE PLATE TO FRAME N #10 x 5/8" AS SHOWN. 0 E DETAIL "D" !LDDETAIL "C" I W l 0.962'( HOT MELT 1.375' jl _� 1.437•PR* ELASTOMER'"--*, -/ e x 1-1 - /. //�,,.. f /2'PHS T T T ���_.= INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 0/S THRESHOLD ""•:' i HOT MELT 1/2"WE IELASTOMER „ Addendum m IMM (� t -^ I , 4.• ;. Cu111a4n1k: . . _ rATE, 5/26/17 1.482"`IMAT"NMeirliiii 1.75' 1.047" 1.437" ., EXITADB MILE E * // >r �° N.T.S. 0111 • TYPICAL GLAZING DETAIL orb. e, SWS T T T NON-IMPACT GLASS IPO Z-SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD HP 0/S THRESHOLD ORAMN10 NO DWG-W-FL0214-17 sten or 3 SEE DETAIL3. 6"—' —' —6" [L Op "E' SHT. 2 0Qtr 1—31 Lo i I._ r 11 1f 1 11 I -0_, r N Sz �o . pi - - • I- 3Q n o a rJ I a.w W g_ EL_ SEE DETAIL 1 L�'1 0 SEE DETAIL o 1;1 W "C" SHT. 2 0 w ri - — `� L,..,' 0 2 _ 0 * 0 —Q C3 Q' 1 6" j I )N4— . 1 40 40 z I LI& I F i I H t I I, I igi i'‘;'g Ll I'd r 3" 3" k ,....13 fill SEE DETAIL ' gP 1e o "F" SHT. 2 _� 6 — o HARDWARE SCHEDULE a , 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND F� SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED SAT 5-1/2" CENTERLINE. In ATTACHMENT DETAIL _, tMIN• ® 2. 4" X 4" FULL MORTISE BUTT HINGES. Ciiiingiiii O 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, —MAX 1"x1/2" CORRUGATED #10x2' WOOD SCREW W SIGNED AND SEALED BY ROBERTO LOMAS, PE �,� SHIM 3" OM EACH END 6" FROM EACH END = N (FLORIDA #62514) WITH THE LOWEST (LEAST) CL—I �� I� AND 7" OC AND 12" OC z s o FASTENER RATING FROM THE DIFFERENT FASTENERS I w BEING CONSIDERED FOR USE. JAMB. HEAD, AND I c THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL "SW < w#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICALr MASONRY ACRYLIC SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR U �, CL m� ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". a WOOD SCREW EDGE DISTANCE MIN 3/4". f COMBINATION WOOD COMBINATION WOOD 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 150" I 11111 MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —0.25" (3) #10X2-11/2" OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE 1.� M Wo00 SCREWS <z MINIMUM EMBEDMENT OF 1-1/4". /j/, EACH END i Cl—I �� • I w1t 5/26/17 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO • I AAdeduabNAM TRANSFER LOADS TO STRUCTURE. • N.T.S. a�wllon _ �� ws ` Dm et SW S WNW er 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK 1. �� � - a«.er: ANCHOR INSTALLATION DRAWING NO.: INTEGRAL WOOD D*G-MA-Fros74-17 MULLION (CHS) • OF NOTICE OF PRODUCT CERTIFICATION `-^, t 4 ' „ Company: Masonite International Corporation Certification No.: NI013747.03-R1 1955 Powis Road Certification Date: 06/08/2017 'i`Islip.1 i West Chicago, IL 60185 Expiration Date: 06/30/2021 !'4 Revision Date: 04/13/2018 t.yt `fS Product: Wood-Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non-Impact t'.,IVSt`µ. Rated Sidelites(w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E330-02 Glazing: Insulating Glass(Tempered) The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied.This product has been approved for listing within NAMI's Certified Product Listing at www,Namicertification.com.NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Test Report Number Configuration or or Maximum Design Test Drawing Number& Outswing Opaque Size Pressure Pressure Comments X I/S Glazed 3'0"x 6'8" +50/-50 0 psf NCTL-l10-19469-I Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'S" Anchor Details-DWG-MA-FLO214-17 X 0/S Glazed 3'0"x 6'8" +50/-50 3.Opsf' NCTL-110-19469-IAV-1857 Single 3/4-Lite Max 4.5 psi" Maximum Panel Size:3'0"x 6'8" 7.50 psf''' Anchor Details-DWG-MA-FL0214-17 X I/S Glazed 3'0"x 6'8" +50/-50 0 psf NCTL-210-3461-1/W-1857 Single Ventlite Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FLO214-07 X 0/S Glazed 3'0"x 6'8" +50/-50 0 psf NCTL-210-3461-I/W-1857 Single Ventlite Maximum Panel Size:3'0"a 6'S" Anchor Details-DWG-MA-FLO214-07 XX I/S Glazed 6'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1 Double 3/4-Lite Max Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-17 XX O;S Glazed 6'0"x 6'8" +50/-50 3.0 psf' NCTL-I 10-19469-I Double 3/4-Lite Max 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf Anchor Details-DWG-MA-FLO214-17 XO/OX 1/S Glazed 6'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1 Single w/Sidelite 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L _ Anchor Details-DWG-MA-FLO214-17 XO/OX 0/S Glazed 6'0"x 6'8" +50/-50 3.0 psf' NCTL-I 10-19469-1 Single w/Sideliic 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'S" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OXO I/S Glazed 9'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'S" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 OXO 0/S Glazed 9'0"x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door 4.5 psfMaximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L _ 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OX XO I/S Glazed 12'4"a 6'S" +50/-50 0 pat' NCTL-110-19469-1 Double w/Sidelites 3/4-Lite Max Door Maximum Panel Sire:3'0"x 6'S"/Sidelite:3'0"x 6'8" Full-Lite Max S/L AnchorDetails-DWG-MA-FLO214-17 OXXO 0/S Glazed 12'4"x 6'8" +50/-50 3.0 psf' Nut:110-19469-1 Double w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FLO214-17 I-Denotes Romper Oulswing Threshold 2-Denotes!Series Oulswing Threshold 3-Ili-Dam Oulswing Threshold 4-Pro T4 Threshold 5-HP Oulswing Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NAMI AUTHORIZED SIGNATURE: �''�0 FIELD WORK DATE:3/27/2018 REVISION DATES: (REV..1 4/5/2018) .1 CROCKETT LAW P.L. REAL ESTATE LAW 18033100 (/NDA BOUNDARY %` RYSURI/EY DUAL COUNTY I ,V/ __ PROPERTY ADDRESS SURVEY NUMBER FL1803.3100 ` J IS 3 , __ mew__ 1805 MAYPORT ROAD, ATLANTIC BEACH,FLORIDA 32233 ...=:"...•9 _ o tr 39.90'(P) + GRAPHIC1 inch =SCALE0, ftn Feet) ���--___��- —_ �• /11 Ii2'rIRC t vg - f ......, / t THE NORTH 40'OF m /1,...........-. / LOT 2 �� it` il $ �/ / NOT INCLUDED $ ,.. t 1/2•FIP /I/2 FIP 5 88°17'00'E 143.37'(M) No�D , „-, / t NC ID / 152.00'(F) N r0.1'ON CLIENT ORDER NUMBER:2018-28 'DATE: 04/05/18 (� Ni = LOT 2 BUYER:CHELSEA LEONARD,JEFF LEONARD,AND GLORIA MOORE / c 25 0 (LESS THE NORTH 40 FEET THEREOF) SELLER:ROBERT K.DETWILER - QCT �•I � CERTIFIED TO: Q/ G- 2 LOT 3 CHELSEA LEONARD,JEFF LEONARD,AND GLORIA MOORE; O/ 1046 BLOCK 19 '-i- MI• awans ft. Mt MOM CROCKETT LAW FL.;OLD REPUBLIC NATIONAL TITLE .• El. ImIwiLD.IX INSURANCE COMPANY pet pIr.s. �/ Co a'� 1 srr. = rCOMM men.Lon e v BLDG ki 505 b w LOTS 1 AND 2,(EXCEPT THE NORTH 40 FEET THEREOF),BLOCK Q/ � r� •� 19,DONNERS REPLAT,ACCORDING TO THE PLAT THEREOF AS I1 Dojes RECORDED IN PLAT BOOK 19,PAGES 16 AND 16A,OF THE �/ 1 ■ ' + „ ,A ` , '0-0 Dnal, rOuNLINLL Ma MC •" PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. �/ - *Bic"' • I� b F31�rI uPo�p ' LVI '\RF� 1. o / 0 50., '� E'Tut.a►IIaCA OLD La1Npa.8L• s 1 N y N 90°00'00•E 99.95'(M) se. xmaria ��• 34.3' To '„„+•'�J►S S "if TH O."OFF /� 390°00004' 100.00'(P) NONE VISIBLE11 rc V B.R.(ASSUMED) PIRG / Fl I 1 74.50'(P) O�itS1.11 ..:CPCLTM MVO • ILLEGIBLE .• 0•1104a We ••".6.1.8.',ilZFN, me▪ mem mums BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING ` .. SURv[YOR5 NOT[5: Mt. Mort OPMeanoirSOrf MC roort or meract...n.ca `�"�'" MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO .'•S,0. 10.4;:,,,• NOT[-h*[NCE IXISTS:PENCE OWNCR5Nlr NOT DETERMINED.. PM RatAiLlnaVer u. ,,,,o.,ee,o, BE LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN THE No 3932�' P1285C REVIEW PENCE LOCATION ON DRAWING. • CITY OF ATLANTIC BEACH,COMMUNITY NUMBER 120075, ^•''r/. � /� DATED 06/03/13. �/ 7//% I hereby B1at�/ % SOive •Ohe herein described property has been made under elabinCLIMOLIAMO tow▪ srercrua my diret-bor rd to• .1 gyp)kn ge and be6e1 d is a Eve and accurate representation W Y▪ Oftwou THE BEARING REFERENCE OFN90.00'00'EISBASED ONTHE0 o/asurveyAv�jY etsihcl5fand racticesetfortlrbytlreFkvidaBOa/do/PrOlessional NORTHERLY RIGHT-OF-WAY LINE OF STANLEY ROAD, Surveyors&Mabper$ta�qq. 1-170fdIeFbndaAdminrsbaEveCode DONNERS REPLAT,AS RECORDED IN PLAT BOOK 19,PAGES 16 AND 16A,OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TA II*141.0..Va 7 1.17 Ye• 41.1111014.0 Use of this survey other that intended,without written verification.we be at the users sole r154 and without liability to the surveyor.Nothing hereon shall be construed to give ANY rghN or benefits to anyone other than thou certified. • '� ._....��„w..��..__ . .•,. .W. �. _. __ ...�.___.� ..u_ Phone 866.7351916 E A C T A Florida Land AFFILIATE _ �� � Fax 866.744.2882 Title Association MEMBERS _ ""� �'•'="w �=��=-" t • CITY OF ATLANTIC BEACH ,t 800 Seminole Road Atlantic Beach,Florida 32233 f REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 6? - 2- Revision to Issued Permit Corrections to Comments Permit# Project Address S 0 S m Ay PO R-T 124 Contractor/Contact Name QD\ Secy Le0rta rd Phone 1C)4 - (p 3S- c7 Lis 9 Email /hmmrr . CkJ s I o\ Description of Proposed Revision /Corrections: Permit Fee Due $ LE SKI TEM Additional Increase in Building Value $ Additional S.F. By signing below,I Ql SQ Le Q y-c, affirm the Revision is inclusive of the proposed changes. (printed name) _ — Z- t� Signa ure of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved DeniedX__ Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Reviewed By Tree Administrator Public Works e/l /Public Utilities Public Safety__ Dat Fre Services H 0.7Ct.t� ,Qy ow/oE-��-