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348 8th St RES20-0084 door permit City of Atlantic Beach APPLICATION NUMBER ;\ Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 E Z® � •o84 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: De artment review required Yes No 6 uildin�� ✓ Applicant: vT T�;j2-E-( �.(�n 1 �� Planning&Zoning Tree Administrator Project: L) ©d R Public Works Public Utilities Public Safety 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: Approved. Denied. Not applicable (Circle one.) Comments: :UILDIN PLANNING & ZONING 'M Reviewed by: r f Date:y'g a � TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY $, Building Permit Application Updated 12/8/17 villyi� City of Atlantic Beach 41431-r 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 R Job Address: 348 8TH ST. ATLANTIC BEACH, FL. 32233 Permit Number: &S'O - O0 B4 Legal Description 5-69 16-2S-29E .149 ATLANTIC BEACH LOT 23 BLK 9 RE# 169932-0000 Valuation of Work(Replacement Cost)$ 969.00 _ Heated/Cooled SF 1425 Non-Heated/Cooled 1383 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential 1 W Z • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A C) cb • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Z J Z do Describe In detail the type of work to be performed: INSTALL EXTERIOR DOOR J Q O Q Q' o F= _— ' - C3 w Z r Florida Product A royal# FL#13541.4 M for multiple products use product approval foe') U U QQ Property Owner Information W p Q 0 ll Name: SUSAN MULLINS Address: 348 8TH ST. 8 Z p a Z� City ATLANTIC BEACH State FL Zip 32233 Phone 706-741-8083 I(, .3 W En E-Mail SMIJI I IN54fi GMAII COM h N I-- CC I— Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) 0 a 5 W Contractor Information W pO � w LLf' Qualifying g CLINT BUTTERFIEI D W �, 0. - m Name of Company: BU�f=RFIFI f) RFMOF)FI INC; Agent: w = 0 Address 4790 Pl ANTATION OAKS RI VD #1516 City ORANrlF PARK State FL Zip 82065w Office Phone 904-333-8409 Job Site/Contact Number qo4-111_R4nq W_ V to W w State Certification/Registration# NSS-14 E-Mail .IM HIJGHFS1513©SMAII nom 5" cc w Architect Name&Phone# ui w it m 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 regulation construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNSLi,1". pr[ WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of�his ��11ll permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,a d la 0 there may be additional permits required from other governmental entities such as water management districts,state agencies or 73 federal agencies. oo 1.01 OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all N applicable laws regulating construction and zoning. no WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. QTu�USAN MULLINSRA �i�S �4'�7� i %`' r �__ L21:1; ,- : '-' tir 4' .,41 ....... `'t : (Signature of Owner or Agent) (Signature of •ntractor) '? 4 r (including contractor) ,16ry , Signed and sworn to(or affirmed)before me this j, day of Si ned and orn to(o affirmed)before me this I5 day of ii l rrl"1 , 2020 ,by l_T ni 2( i.td,) :45. •` l:• e. . / drys r� �� _ t ... _ ,E (Signature of Notary) (Si ire of Notary F 81 P y [ ]Personally Known OR 19 'ersonally Known OR Nil pa Id�`entificatio, ( ]Produced Identification ];� AUff OTlZeAa eIS: • ,e it. ., • • . _ Type of Identification: As a Notary Public (outside CONUS) (title 10 U.S.C. § 1044a MCO P5800. 16A) RE# 169932-0000 3488TH ST OFFICE COPY ATLANTIC BEACH U INSTALL AREA ADT BAS IF. FOP OWNER PLEASE DRAW A CIRCLE ON THE SKETCH TO SHOW WHERE YOUR NEW DOOR IS BEING INSTALLEC INSURE YOU RETURN THIS ALONG WITH YOUR PERMIT APPLICATION . THANK YOU tl t �.y .fig en°. a ? « � re= ,�,4y Ltr „ . , me f ate. , BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b • r r Approval 449Product' USER: Public User JOB COPY Product Approval Menu>Product or Application Search>Application List>Application Detail FL # FL13541-R16 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com fl W Authorized Signature Rylee Sumner Fricks C.) fbcl@jeld-wen.com Q Z • rk, Technical Representative JELD-WEN Corporate Customer Servicea. < 0 Address/Phone/Email 3737 Lakeport Blvd. W Iz W Klamath Falls, OR 97601 o m a 0 Q (800) 535-3936 V U 0 IJ a customerserviceagents@jeld-wen.com Q 1-- < 0 Quality Assurance Representative (.) J N LO Address/Phone/Email Cr Q hw Z r la 0LL5 Q 0 la w Category Exterior Doors a CC La Subcategory Swinging Exterior Door Assemblies L61 w 5 p 0 Lu • W 'J C W Compliance Method Certification Mark or Listing 5 cc W . W CC CC Certification Agency National Accreditation &Management Institute Validated By National Accreditation &Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13541 R16 Equiv ASTM D638 Equivalency SS 2019-11-05.pdf FL13541 R16 Equiv ASTM E84 Eq Ltr SS 2017-10-16.pdf Product Approval Method Method 1 Option A Date Submitted 10/16/2019 Date Validated 12/13/2019 Date Pending FBC Approval JOB COPY Date Approved 12/17/2019 Summary of Products I FL# Model, Number or Name Description •• 13541.1 A. Design Pro/Smooth Pro/Studio !Single (X) Opaque Fiberglass Door, 3'-0"x 6'-8"and 3'-J'x Fiberglass ;8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R16 C CAC NI011906.01-R11.pdf Approved for use outside HVHZ: Yes FL13541 R16 C CAC NI011906-R10.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 • Other: Installation Instructions FL13541 R16 II 13541.1 SS 2019-10-01.0f Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R16 AE PER 2742.2.pdf Created by Independent Third Party: Yes 13541.2 B. Design Pro/Smooth Pro Single(X) Glazed Fiberglass Door, 3'-0"x 6'-8"and 3'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R16 C CAC NI011921.01-R10.pdf Approved for use outside HVHZ: Yes FL13541 R16 C CAC NI011921-R11.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 • Other: Installation Instructions FL13541 R16 II 13541.2 SS 2019-10-01.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R16 AE PER 2743.2.pdf • • • • • Created by Independent Third Party: Yes 13541.3 C. Design Pro/ Smooth Pro/Studio Double(XX)Opaque Fiberglass Door, 6'-0"x 6'-8" and 6'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R16 C CAC NI011907.01-R10.pdf Approved for use outside HVHZ: Yes FL13541 R16 C CAC NI011907-R10.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541 R16 II D015688-DP SP OPQ NI ASTM XX FBC SS 2019-12-12.pdf • Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes 3 Evaluation Reports • FL13541 R16 AE PER 2744.2.pdf ; Created by Independent Third Party: Yes 13541.4 'D. Design Pro/Smooth Pro Double(XX)Glazed Fiberglass Door, 6'-0"x 6'-8"and 6'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R16 C CAC NI011908.01-R11.pdf Approved for use outside HVHZ: Yes FL13541 R16 C CAC NI011908-R11.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541 R16 II D015689-DP SP GLZ NI ASTM XX FE. SS 2019-12-12.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R16 AE PER 2745.2.pdf Created by Independent Third Party: Yes 13541.5 E. Design Pro/Smooth Pro/Studio Single with side lite(s) (X,O/O,X/O,X,O)Opaque Fiberglass Fiberglass Door, 9'-0" x 6'-8" and 9'-0"x 8'-0", Inswing and Outswing JOB Coy c - 74"MAX.0 A WIDTII PREPARED BY 112.wino ♦vlin l7 WINDOWS & ) O O R S rirth„, ,,,, BUILDING DROP S , IN C . 398 E.DISERER L9 338 DANK BEAM FL 33004 FEFF958.8-8428 FM.088)7811.8738 wwaultduedru•s_wm DESIGN PRO/SMOOTH PRO FULL LITE W 04v W NON-IMPACT 3�LL 0 z m$ FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) !!: 1/© =d LLLD zn. y © m 2¢ DQ ,:55 w miaLL GENERAL NOTES: 2 0 w "" 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT \2 ~ u INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE /000 0. w Z ' (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: Q W; • ASTM E330-02 1 TYP.ELEVATION 1 0 w vi tleox MOW.-DocNr • ASTM E283-04 W Q CC • AAMA 1304-02 74"MAX.O.A.WIDT 0 U D F}s E. N 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE Lk gor40 E.w • RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE .. p[ W.= FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ppl7te, 2 �, INSTALLATION. ~3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR RENIARKS BY DATE A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED Add MulE-Pomz Lock GE 06/12E14 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THISDOCUMENT. Reference DWG.4,6010834 A AM 09E04/19 Z4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT m to 0 O RESISTANCE. = C 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. (j o^, ' - -'o IF W CREFLECT woc:vu CONDITIONS FORFAR,� M,i IMFRFO/ORFMFNTS OFTYrFD NF RFRI♦:i(FNst:. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN 3 Z d 11411111 =iKNnOGLR 6�8DOORSIVE,AT DPN/-50 PSF ONyD EXTERNAL ND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIEb oZ `4�`S,S%4.,• (. Q 4. .../ 7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING � !e ''\'E • !O r, SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT N 7 7. MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY __ OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH a OH HEIGHT IS 2 1.0 ll w 'O S A Or ; Q: Z �OV-0 %0t 1 1`YP;' ,..„ �.k TYP.ELEVATION 2 ",,,, upqq'Nr•+o� 'F' „. .,.,N 8d"DOOR NeGNT >FL�Yq y,paQ.395tl TABLE OF CONTENTS H L SHEET REVISION SHEET DESCRIPTION NOTE: Digitally signed by Hermes F Norero INACTIVE AND ACTIVE DOOR PANEL reason:1 am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ORIENTATION IS INTERCHANGEABLE. Date:2019.12.12 1319:12-05'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 MAX.OVERALL DESIGN PRESSURE(PSF) 3 - OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG. Y: CHK. Y: 4 - VERTICAL ASSEMBLIES CONFIGURATION GL INSWING OUTSWING IMPACT JM SS MSS 5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT POS. NEG. POS. NEG. RATING SCALE, NTS 6 A GLAZING DETAILS XX 6'-0" 6'-8" 50' 50 500 50 NON-IMPACT DWG."- D015689 7 - WOOD SUBSTRATES XX RADIUS 6'-0" 6'-8" 50' 50 50' 50 NON-IMPACT SHLET. OF9 8 - CONCRETE SUBSTRATES XX 6'-0" 8'-0" 50' 50 50' 50 NON-IMPAC 1 ` 9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. i. PREPARED BY: \ INSTALLATION_NOTES: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE A 398 E.DANA•EACH BLVD..STE.338 NON-COMPRESSIBLE COMPOSITE OR BETTER. DANIA BEACH.a 33034 PH'19541399-8478 194 19941,444738 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO $34.ww:,b":n .. STUCCO,FOAM,BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL FWD- $ OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR T;: 74"MAX.O.A.WIDT 'I MANUFACTURER'S INSTALLATION INSTRUCTIONS. FOR QTY. WO N4, 1 F- 1 1/2"TVP. 4x 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"TYP. 3"TVP. O. o a R. ti JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE p x LL e y1 SHELL OF BLOCK. ' . I =Q o s,E �I- __ -c= —lb I- .. ,1____.. ___ G2 0 Z c n- 6. FOR 21 STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL.BE THE SAME AS FOR 2X BUCK ' CONCRETE/MASONRY CONSTRUCTION. • Z IN- 1^O 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE lD ¢Z 0 FJy FOLLOWING PROPERTIES: tEL - A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 5B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. m W -' LOC.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH -10OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 0 g O 2 g': PSI. • U D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 2 i;LL i e i - z �;, OF 2000 PSI. 3 3 4 a I I a kkii. Q W 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR O0 2 N0.4 O H F LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS BY DATE 9 OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 448 Multi-Pant Lock GL 06/12/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Reference DWG.BA010834A AM 09/04/19 IN' TIVE ACT E ANCHOR TABLE MII_ rMwmenj" .I 933 HAM i ArnN PUPAS IHuawD NMHN 930,.,435/ 6'8"DOORS 8'0"DOORS D2 3"TYP. I;— D2 AND WV NOTREELECT MACTUAL HO 0AIr NS TO 55435 3"TYP. !WIRER IREQUIREMENTS Of TARED HEREIN AEKENSED ANCHOR MIN. MIN.EDGE r nDOC''"sNTINN ANCHOR TYPE SUBSTRATE MAX.O-C. MOF MAX.O.C. p OF ``�" ry1T�1J SIZE EMBEDMENT DISTANCE SPACING AT ANCHORS AT SPACING AT ANCHORS AT ©TYP.ANCHOR LAYOUT ,_� F... //./ HEAD/SILL HEAD/SILL N5• ,4 ••. O, �/ JAMBS JAMBS Sr•- 896-0'0DDR HEIGHT CLUSTERS CLUSTERS ` ":yY�E. // 2%WOOD BUCK O i WOOD SCREW 810 1-1/2" 3/4" 171/2" 4 17-I/4" 4N '7 A' OR FRAMING y 1 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17.1/2" 4 17-1/4" 4r 'U S A OF 1.r 13 r P <u 1-3/8"-CONC. NOTE: �A' '� "10 • ELCO ULTRACON 1/4" CONCRETE/CMU 1.1/4"-CMU 1" 17-1/2" 4 17-1/4" 4 • �� , ``•Z, INACTIVE AND ACTIVE DOOR PANEL ,, S ORIENTATION 15 INTERCHANGEABLE. 'ii •.iR"`E�,tNt ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6 .Xen/r15�.'FyN'� ;crywATb'N,40.39ve 2-812X3"PFH 82 SCREW C2 1-STRIKE PLATE E2 HOPPE 41965040 2-118 x 3"PFM NOTE: SCREW F2 1-STRIKE PLATE 1-TOPASTRAGAL 1-STRIKE PLATE A� I�' INSERT PUJG HOPPE 82098945 STRIKE PLATE HOPPE 41965040 DATE: 02.05.14 INTO BED OF SILICONE 2-88 X 3"PFH ��� SCREWS DWG. Y CHK. Y: = - :��r' DETAIL F2 ♦i DETAIL Cl TYP.ASTRAGAL/ �� DETAIL 12 G LITJ M SS/MSS _- r `i! TYP.ASTRAGAL pr8� r MULTI-POINT DETAIL H2 TVP.TOP ASTRAGAL/ SCALE: NTS ` INSERT PLUG WITH STRIKE LOCATION TYP.TOP ASTRAGAL •PSI♦MULTI-POINT STRIKE DETAIL 82 1-BOTTOM SHOOT 2-49 x 2 1/2"PFH MULTI-POINT �- __ ONLY STRIKE PU1TE H2 i LOCATION DWG.8: D015689 ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION IN SILICONE BED (INSWING ONLY) DETAIL E2 1-ASTRAGAL ONLY 4-89 x 2 1/2"PRI _ _ `— 2- %21/2"PFH SHEET. OF 9 W/STD.REINFORCEMENT PLATE (INSTALLPRI SCREWS I sr'"'� l SCREWS UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE .8414. PLATE FROM TINSWING SILL SECTION VIEW HARDWARE KIT ®OUTSWING SILL SECTION VIEW ®HEAD SECTION VIEW SEE DETUS 82 OR C2 ABOVE SEE MAIL EI ON FI ABOVE WING SHOWN OUTSWING LMIIAP 2 PREPARED BY BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD.STE.338 DANIA BEACH,FL 33004 PH(9.1399.808 FAN 1951)704 4 1/2"TPP. 4 1/2"TPP. WEB.Www n"mineeeps.com —..-.–......- 11/2"OFFSET TPP. V^l4 - moi re u o BLL i; YJ v1- s= t I m I-I—0.. D woCO naa a - I o. xa 2 J Z % a Z o Z; o W SD a ( 4 - I -- o a W W.. �_ - Ij REMARKS BY DATE �TYP.ANCHOR LAYOUT t{ Aon eDWG.PA011$ G. 09;04,19 PUONAL IC BMA III CONCRETE/MASOMMY Refer9Ntt DWG.p4010834A AM 09/04,19 ,IN IITSTAtIA:ION OE.Ali 5 MSC PIA0 HE.Al P.49E LENT Rii NTT,f WE CONDITIONS GAUNT IN iT ALIAT,ON TO Of VIOL OTTANI°NT REIN A OCT NV D ur�NI RE WI 5 Wit OR ARCM TEC5so.,PREF,.SITE SPEK Wl',Ij`yp8'p3'■OV`H3L .AM, 11/4"MIN.EMBED TPP. ``y```; '�c (. 01.•.,,�i',' UZ SEE TABLE 1•E7 fr..:11° 1 '6',,z; 2X BUCK ANCHOR TABLE 4 •"�' . r, 6'8"DOORS 8'0"DOORS • P MIN.EDGE MIN.CENTER + 13 Z ANCHOR TYPE ANCHOR SUBSTRATE MIN. DIST.TO TO CENTER Q •OF ! " I I f SIZE EMBEDMENT F r it , SUBSTRATE DISTANCE MAX,O.C. MAX.O.C. i C(� ISP./ e H - SPACING AT SPACING AT ♦ \. `1. 2X WOOD BUCK INSTALL. JAMBS JAMBS �0�'Si .,,.,BOO '�� 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE '�•)i/• +.'3•"F:u N.t9B R ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" r' 25' 30.1/4" ;BP Iblfpr5tYk5txdo 293ID 1-3/8"-CONC. 2X WOOD BUCK INSTALL. q 1-1/4"2X WOOD BUCK INSTALL. ELCO ULTRACON 1/4" CONCRETE/CMU 1" 4" 25' 30-1/4" -CMU 3 CROSSSECTION 3 SIDE MK, DATE 02.05.14 NOTES DWG. Y: CHK. Y: GL JM SS MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE NTS 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.p. D015689 SHEET OF9 3 PREPARED BY: BUILDING DROPS,INC 396 f.DANMA BEACH MVO..513 336 DANIA MACK 3133031 MI:M4)3994476 FAA:1956114 6136 WEB.www.Iwidrngarops.can INA J 2 4 F O 0 U. N d'� C W u N /1Bil 0 L m .� NI °_ LU 0 Ln 00 Z at INTERIOR EXTERIOR EXTERIOR "'r•� INTERIOR © Q. �N Q. e 0 'A a r © INTERIOR /gyp/��(�J��/ EXTERIOR RD I i1I 1 - Y INI =•.7 W W L PitJt�Ia. O T'C cn w 1- C) 1— OPERABLE HEAD 4 OPERABLE SILLCOPERABLE SILL REMARKS BY D.': OUTSWING SHOWN-INSWING SIMILAR INSWING OUTSWING Add Multi-0dnt Lock GL 06h, Reference DWG.6A010834W AM 09/04/'0 NE INSTALLS MN DMUS MEMO HERM MLfW, CONomoksr0A A YECILc AND Nur NOT f CONDomons CAUSE mnAwwNTO Muir 4r0wACMINNs E ppfA6...7'.91/se44tiSpoNMENiCIN< 4 4E 'S Id' 7 0n A" 0- f t INTERIOR EXTERIOR 0 INTERIOR �I EXTERIOR �pa,�(� IUP:•�(V�; ikviii rm, -, ID IP I A" .cb-N c . _ H0R D DO333 OAICAlON Na.MEM (-3OPERABLE ADA SILL07OPERABLE SILL INSWING/OUTSWING 4 OUTSWING DATE: 02.05.14 OPTION - AL AFCO H 497 DWG. Y' CHK. Y: GLITJM SS MSS SCALE: NTS DWG.B: D015689 SHEET: OF 9 4 WI / HINGE SCHEDULE c RF PARED BY DOOR HEIGHT QUANTITY HINGE DETAIL AT JAMB: Q PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP 3 BUILDING DROPS,INC. 4 \ I�� 398E.DANIA BEACH BLVD,SIE.338 DANIA BEACH.FL 33gW II I PII.1854)389 84)8 \\\\\\\\11 11/x lox 1954))44.4)38 O1 �g w.3 NAM DO .019817 orn S\\\\\\\I� ,//,//,'r © I 1 A5 IN1EROR Q \ / ` magi 111143 \\ INTERIOR N'\ C F.. J g 5 a l m 1i$ 1 1 1-#9 X 2-1/2"PHILLIPS t�Q Fj 3 s-'T FLATHEAD WOOD SCREW O� � m g 6 LL 4Nw 02 Q I �1 I 3-#9 X 3/4,1 PHILLIPS 2 -� �Y7[N�OP /,3 FLATHEAD WOOD SCREW O Q EXTERIOOR 0 y Z " 4-#9 PHILLIPS FLATHEAD WOOD SCREW Z 0 w ID USE 3/4"LENGTH FOR 6'-8"DOORS LD NJ USE 1"LENGTH FOR 8'-0"DOORS W CC 0 0 g MEETING STILE O• 3 HINGE JAMB s • 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWING SHOWN-INSWING SIMILARW. REMARKS BY DATE Add Multi-POIDI LOCI, GL 04/12,14 Reference DWG_SA010834A AM 09/04,19 I. u,DN DEEAILS Dt1tms16,MEIN At 611,01. iil Ailr....OM CAMIN MONITIONS 10 ODIA0 REQUIREMENTS 0EI•IICD HE RE e,•LKENS,D [ INtt001I6,4:Ct SHAu04ER44E VLE VE IiK �oau riNT��y1uBdElwlpjDwENr 4-#8X13/8"PFH `S� f. F.‘‘:‘ 2i' 0 1-REINFORCEMENT PLATE�` �� 4 ,. O!. i� _ HOPPE#2512296 `.' • .,l`4 E. �''i / ' \ :0 S A OF i,,.(r,...r:dri- 7 //�//. 111 Ig 1j,e'q ; i. �``�' I 11 I cur,or 841748110N NO � �� , _`l ____ /4HOPPE MULTI-POINT LOCK 3-#8 X 2"PFH 13-N8 X 13/8"PFH 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14 . 1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) DWG. Y: CHK. Y: 15- X PFH GL/TJM SS/MSS SS DETAIL A5 (8-0 UNITS) HOPPE MULTI PT LOCK COMES WITH HARDWARE SCALE: NTS FASTENING DWG#: D015689 SHEET: OF9 5 J PREPARED BY: LI BUILDING DROPS,INC. 1"MAX. 1"MAx. 1"MAX. 1"MAX. 398 E DANIA BEACH BLVD.STE 338 ....---H. DANIA BEACH.fl 33008 3/4"AIRSPACE PH 19541399.0879 3/4"AIRSPACE 3/4"AIRSPACE 3/4"AIRSPACE FAA 054044 O INTERIOR I ....r--- I 1 0 WEB*Ho.PAHH�,. INTERIOR I I INTERIOR I I O O INTERIOR 1/8"TEMPERED GLASS u. ��� 1/8"TEMPERED GLASS �+ ���� 1/8"TEMPERED GLASS m z IMO 1/8"TEMPERED GLASS 1- ,$ 5{ =m 0 N m I -+ U n N N SILICONE SILICONE : g 2 SILICONE -+ m V BUTYL m g ° V BUTYL L" , SILICONE m g BUTYL '- m '1 / �I -'I Y EXTERIOR I 4 G m m �-/ EXTERIOR tiro/ EXTERIOR �` , / EXTERIOR O g LL m :�/i i�/i _DIA ME,i`TO .A,: CC k. to y ® y ® i m y °ff i- 0 �“ mY REDI-SEAL REDI-SEAL _.I..__ REDI Ln O -SEAL •2 L C6 6'-8" GLAZING DETAIL CD8'-0" GLAZING DETAIL FLUSH GLAZE DETAIL 6 GLAZING DETAIL a z Z N W 20 1/2"MAX.D.L.O.WIDTH 20 1/2"MAX.D.L.O.WIDTH 23 7/8"MAX.D.L.O.WIDTH FOR OVAL,SUNBURST,AND ROUND TOPS LD Q 62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-SO PSF W L.0 O t. I_ 1„ F " ' EXTERIOR INTERIOR i REMARKS BY DATE i % 1/8"TEMPERED GLASS SEALANT, $ / Add Melt,-P0,nt lock GL 06/12/14 % 1/8"TEMPERED GLASS Reference DWG.440108344 AM 09/04/19 -1 r1I_ =15........,511i, EALANT I�, Ig -' ATHE INaen ADON[SPARS IfFvww[SNreFIN Ni mREFLECT ACTUAL CONDITIONS roe SPECIFC ENGINEER2,n NM Ir SItf CONOMONSCALSENSTAELADON TO DM, oowsse .s% i`'tr STRUCTURAL F.• i SEALANT `.", ♦ 4 .. O, "ii,, TGLAZING DETAIL OPTION Mme. • �' •� ' 1-Pn 201/2"MAX D.L.O.WIDTH N 7 � 78 1/2"MAX D.L.O.HEIGHT ' 3-0X6-8-DP50 ▪ A S A 'OF �' Z. 6-0X6-8-DP SO (� 3-0X8-0-DP 50 • '(L•Q "o..' t!/ 6.O X 8-0-DP 45 rie IS" J, S. N .f4,'Seie N3 1,.„1,07,7yE9,Y V,3,1 DATE: 02.05.14 DWG. Y. CHK Y: GL/TJM SS/ MSS NTS DWG.8: D015689 NOTE. SHEET: OF9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL /- WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED 6 IN ALL GLAZING DETAILS SHOWN ABOVE. PREPARED BY BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD,STE.138 NIA BEACH.FL 33001 PH'.19561399 478 FAX OWN.. MEB.wonii.ewulwerow.<om -771 , a$p§ l` Z ilig i= 3 2%WOOD BUCK 2 Q I'a Q f.^f uLL OZ al ^5 :: Aro. r SILICONE WOOD ANCHOR 0 Q 'W SEE TABLE ON SHEET 2 ZO I-- MIN. MIN. �'us q EDGE DIST. /// WOOD ANCHOR r 1 0 Z Z i5 / 1 SEE TABLE SHEET 2 W a ai SEE TABLE ON SHEET 2 -4,*;��ra►.'' ^I H ' !i 'ti,��u�: W a o wri fw W Z%WOOD BUCK ' I i F O f W z • aNI t /� e��5'r 2X WOOD BUCK F OF //_ �RJ �1 0.25" MIN. ''' N — MAX. EDGE DIST. WOOD ANCHOR SHIM SEE TABLE SHEET 2 REMARKS BY DATE SEE TABLE ON SHEET 2 MIN.EMBED. Add Multi-Panic Lod GL 06/12/14 SEE TABLE SHEET 2 Reference DWG.NA010834A AM 09/04/19 OHEAD (TYPICAL) O JAMB (TYPICAL) O3 OPERABLE SILL 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING rNE INsT,IIATN,HOE s DExBIBFf(eEBDN ARE GENERIC AND MInV SITE X NOT E COND TIONS CAUSE INSTALLATION TO DEV AITE [REQUIREMENTS DETAIL ED NE PE N WOOD ANCHOR WOOD ANCHOR WOOD ANCHOR [ROM TMENF F4 VS)411i SITE uMFeiFN SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 SS\` B !! SILICONE SILICONE SILICONE • ♦�•`,``• 6.. F �. iii,'' .-ft' r• • 11 W W E w _F_ 2X WOOD BUCK W __III 2X WOOD BUCK *. Ns_7 '4-. g;!, Wil IIM_ a 2%WOOD BUCK %Oc �•yyy�'LOP;' 4/.z EDGEIN.DIST. �ii YS ,...:"Y 3,P3k�ifC,�``, MIN. MIN. SEE TABLE SHEET 2 ,mf c °P'la �t EA H.n A9s EDGE DIST. EDGE DIST. f'PFW x SEE TABLE SHEET 2 SEE TABLE SHEET 2 44 OPERABLE SILL O5 OPERABLE SILL CDOPERABLE SILL 7OUTSWING 7 HIGH BUMP OUTSWING AFCO H-097 ADA SILL DATE: 02.05.14 DWG Y: CHK V: GL/TJM SS MSS SCALE: NTS DWG.P D015689 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET. OF 9 SECTION OF HEAD OR IAMB AS LONG AS MINIMUM \ f MBEDM ENT AND EDGE DISTANCE ARE ACHIEVED. / PREPARED BY- BUILDING DROPS,INC. LOX 1 D F Sig OA NIA BEACH FL SIODIPH:IRSLIH99IBATB FAX 19S411114718 WEB.www.buitlin0.00s.Fom s' z m°A$ o ° 0 �� '° MIN. ss 1X WOOD BUCK I-5. —I EA LI EDGE DIST. (OPTIONAL) CONCRETE ANCHOR p Z H T SEE TABLE SHEET 2 uWii �r SILICONE SEE TABLE ON SHEET 2 Z 2 N f"' /�� CONCRETE ANCHCR rr O 2 W IN E 1 •-% J �/ SEE TABLE ON SHEET 2 ��AI�. r C 1- W elH I _MFT �������i�����E��__ W W 2 ce iF CONCRETE/ Lu V la 1. MASONRY z a OW O r BY OTHERS - V 1..1 —.MS ENINISIESSII — "n' �1� 1X WOOD BUCK � iii 211-111111111.--salliell ��j�j! 1c (OPTIONAL) c 0 //�'', .e .. I I 0.25" CONCRETE/ ED EIN.01ST. 0-- MAX' MASONRY CONCRETE ANCHOR SHIM SEE TABLE SHEET 2 REMARKS BY DATE SEE TABLE ON SHEET 2 _N CONCRETE/MASONRY BY OTHERS BY OTHERS AB4 Multi-Rom(Lock GL 06/12/14 MIN.EMBED. SEE TABLE SHEET2 Reference DWG.660108340 AM 09/04/19 - O HEAD (TYPICAL) O JAMB (TYPICAL) (---) 3 OPERABLE SILL 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING 7NnxsTA unoN DETAILS DESCRIBED HEREIN WOWING F ASC IRF CONDITIONS GLISF m NEER F TALIAnpN TO DEX ATF TIPOINHBBUNANCN TFCT AL FBABFSITFSPFClFSC CONCRETE ANCHOR CONCRETE ANCHOR p0O1M o 8l..)EuN.ENT SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 N�� f. t1p CONCRETE ANCHOR ````S• 4. O, 'ii WM SEE TABLE ON SHEET 2 SILICONE SILICONE ss ss c W i — I4j�_ SIUCONE W WAintbi�N. W W l�tibiliiGlfl Ns .] sN :d i m� N J f J f w * 2 * s iF is is : Y) S A OF I ft 4 :, CONCRETE/ f W CONCRETE/ 2 W CONCRETE/ r l [(/ t. DI 1111111 MASONRY MASONRY ,n MASONRY ��pf. „4y1 IOP.', `� BY OTHERS BY OTHERS BY OTHERS r®(r5::; !lIRRR ,�?,,y,�.,), `� MIN. MIN. MIN. „,/y/X .�e.vsrz*\\ EDGE DIST. EDGE DIST. EDGE DIST. IS.;-: P�1*.RAYR I o MIR SEE TABLE SHEET 2 SEE TABLE SHEET 2 SEE TABLE SHEET 2 CD OPERABLE SILL CD OPERABLE SILL OOPERABLE SILL OUTSWING HIGH BUMP OUTSWING 8 ADA SILL DATE. 02.05.14 AFCO H 497 DWG. V: CHK. Y: GL TJM SS MSS SCALE: NTS DWG.it: D015689 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. \ • BILL OF MATERIALS PREPARED BY. ` ITEM6 DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK -- FINGER-JOINTED PINE — BUILDING DROPS,INC. SOLID PINE 398 1.DANA BEACH BLVD..STE.138 1 FRAME HEAD/JAMBS LAMINATED VENEER NA BEACH,.44lao4 PN 1954))998478 LUMBER 0 FAX.1954)344 4718 COMPOSITE 4 ♦ 44.03 r..ww 1,,A.�Pe1n v.COM 2 ASTRAGAL,ENDURA ULTIMATE HURRICANE 6063-T6 ALUMINUM I/ an (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) Q $ q N�3 (NOT USED) • Ed.1 ,°'¢O m o 4 THRESHOLD - f p < 'Z m 4 cc ',I e E. 2LI G 5 THRESHOLD - i C U LL g r-1 xy 0 'FAaLL 6 1"O.A.IG TEMPERED NON-IMPACT GLASS - 1 0 z 7 AFCO H-497 THRESHOLD - Z EB URETHANE FOAM& — O 2 p B WEATHERSTRIP POLYETHYLENE ®® Z 4 Q . 9 NON-COMPRESSION SHIM(0.25"MAX.THK.( COMPOSITE _ NJ 2 to 10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD - HANDLE O H HEIGHT Lu Z 11 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD - 0 w O Z 12 610 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL3:13 ® d ^ 0 R., 13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3( STEEL - 2 00 14 BUTT HINGE(SEE SCHEDULE SHEET S) - _ 1 U 15 LOCK SERIES 400 STEEL o. REMARKS BY DATE 16 DEADBOLT SERIES 780 STEEL b0 Ada MN E IT,T Lock GE 06/12/14 HOPPE MULT-POINT HARDWARE HL59000 4° Reference DWG.9A0106346 AM 09/04/19 17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL ♦ , s to 18 ODL LIPLITE KIT(NI) PLASTIC 0 8 9",INSTMLATiax UETAiu D(scu9EG0189919 GLNE8K' 19 FLUSH GLAZING LEG FIBERGLASS — gi I[ AND PAPt NOT Pt•11 IF ULER 116ACTUALCAUSE cow Asomam �NENSED 20 ODL LIPLITE NIT(RADIUS LITES) PLASTIC ENGINEER 03 JIVE UM REQUIREMENTS.y� TTALLAIPONETPTc x PPSUME .4l. .y 21 FLAT LITE KIT ALUMINUM17 `1\\ `'N 22 PU DOOR CORE • 1 . ��` 4 ,F- ♦i 23 ADA THRESHOLD - •.\,;,E, '1A.1....... 0it ti* Nf_7 O FRAME HEAD/JAMBS O ENDURA ASTRAGAL O THRESHOLD — = 13 S A •OF i 1 VARIES,SEE BOM ABOVE 2 ALUMINUM 4 063"—I--I— s�o CLI H ,r%���� ��.. .r ,// 0.06" te--.-. I',1 FPI Cf 4.563" • I - 4.56" O O AFI CO H-497 THRESHOLD 23 ADA SILL DATE: 02.05.14 5 THRESHOLD �— DWG. Y: CHK.BY .. - GL/TIM SS/MSS �, 4-wiA"" m II J-. SCALE: NTS ���Q4��^ D015689 V---441 - DWG-6. t �• I 0 5.00" SHEET: 0F9 5.42" ► I 4.62" 0 9 \.... 1