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1860 N Sherry Dr RES20-0078 Door ,a.,cW•,, City of Atlantic Beach APPLICATION NUMBER ;- , Building Department (To be assigned by the Building Department.) a Atlantic SeminoleRoad R ESZO_ 0028 AtlanticticBeach, Florida 32233-5445 Phone(904)247-5826 ' Fax(904)247-5845 - p V. E-mail: building-dept@coab.us Date routed: 4.[ 3/2,0 City web-site: http://www.coab.us .._ APPLICATION REVIEW AND TRACKING FORM Property Address: tE3 N . J212-LJ D ent review required Yes No I Building' Applicant: LOWES l-40ME C�(JZrC—{Z. Planning &Zoning Tree Administrator Project: NC= Too p 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: BUILDING , � PLANNING &ZONING Reviewed by: f Date: Y-to-2 o TREE ADMIN. Second Review: A roved as revised. ❑ pp ['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 JOB COPY (4 .:,,,,(7-7--)„,1. i, Building Permit Application �� City of Atlantic Beach OFFICE COPY 800 Seminole Road,Atlantic Beach, FL 32233 ,'.d).., Phone:(904)247-5826 Fax: (904)247-5845 Job Address: 1860 N SHERRY DR R ES Z C)- (Do-7 8- V_.___ Permit Number --- Legal Description 37-40 08-2a729E SELVA MARINA UNIT 10-C LOT 18 REp 172020-0838 Valuation of Work(Replacement Cost)s 1450.00 Heated/Cooled SF Non-Heated/Cooled _ • Class of Work(Circle one): New Addition Alteration Repair Mo • Demo Pool Window .. • Use of existing/proposed structure(s)(Circle one): Commercial ential • If an existing structure, is a fire sprinkler system installed?(Circle one : Yes No • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit o No Tree Removal P c, • he in detail the type of work to be performed: Replace 1 Door size for size Honda Product Appro I a 13541.22 for multiple'products use product approval form Property Owner lnfor • Name: Richard Banks Address 1860 N SHERRY DR City Atlantic Beach State FL Zip Phone_. 9_04) 242367$ F•Ma!I — Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Lowes Home Centers LLC Qualifying Agent: Pete Cafaro _ U Address PO BOX 781993 City Orlando State FL Zip 32878 2 l Office Phone (904)806-8387 Job Site/Contact Number Vanessa Wood(904)806-8387 Qz J Z State Certification/Registration ft CGC1508417 E-Mail VWOOD063008 GMAIL.CQM J C) a 0 Architect Name& Phone U Nak Q. cC O F. Engineer's Name&Phone ti NIA k. W til Workers Compensation WCO23102416 EXP:04101/2019 0 co o o Q 1 .Nnpt/Insurer/i v,Pte rmpiayees/Expiration Oale u p V Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installationasZ CC z commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulatic cic J 2 < construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, N WEI IS,POOLS,FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. CC Q 1_N– Z 1.0 OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work frill be done in compliance with aIILL „N cc applicable laws regulating construction and zoning. 0 aW la 5. Q m W WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 'S -- Lu O w Li w RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENS} V N CC TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CC LLI RECORDING YOUf.-N-QTICE OF COMMENCEMENT. (Signdture of Owner or Agent including Contrac yr) iS,I, tore of Contractor) Signed and sworn to(or affirmed)before me this �-'day of Signed and sworn to(or affirmed)before me this 3 day of inV)'cit ?4'C' , by.,C '^ - i8 E6a.rt �ry) (Signature of Notary) e +xii fir COMMISSION#06136251) �— • EXPIRES ..,.. nAUG 15.2021 nsr unaa tea via t�sre •„o'••. L i`ariXe thI 1 IS:State Insuratlrr 1Z61'91 0,s*uois wwo)(y( ,•: ( )Personally Known OR Sf'91 AY s i uass�wtuo� _ .r Personally Known OR ( epuol;pile$-)tigndAeloN ` l't"Produced Identification OProduced Identification 1 pAMSAQO!l9NYH1tlN ''••�°A',•^' 1 Type of Identification: I - tort/tart — Type of Identification: .Pe Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu... JOB COPY Date Submitted 10/16/2019 Date Validated 12/13/2019 Date Pending FBC Approval Date Approved 12/17/2019 Summary of Products FL# Model,Number or Name Description 13541.1 A. Design Pro/ Smooth Pro/ Single (X) Opaque Fiberglass Door, 3'-0" x 6'-8" and 3'-0" Studio Fiberglass x 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.pdf 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 V 13541.2 B. Design Pro/ Smooth Pro Single (X) Glazed Fiberglass Door, 3'-0" x 6'-8" and 3'-0" Fiberglass x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541_i3.j _Q_CAC_NI011921.01-R10,pdf Approved for use outside HVHZ:Yes FL13541_R16_Q_CA __NI011921-R11,pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541_(t16_U_13541.2 SS 2019-10-01.81( Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_1f_AE_PER 2743.2,pdf Created by Independent Third Party: Yes 13541.3 C. Design Pro/ Smooth Pro/ Double (XX) Opaque Fiberglass Door, 6'-0" x 6'-8" and Studio Fiberglass 6'-0" x 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 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 Fiberglass 6'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541_R16_c_c_NI011908.01-R11.p.sji 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 FL1354._R16_(U_P015689-DP SP GLZ NI ASTM XX FBC SS 2019-12-12,L01 Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_J.. _U_PER 2745.2.p .L Created by Independent Third Party: Yes 13541.5 E. Design Pro/ Smooth Pro/ Single with side lite(s) (X,O/O,X/ O,X,O) Opaque Studio Fiberglass Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541_R16_C_CAC_NI011910.01-R11.pdf Approved for use outside HVHZ:Yes FL13541_R16_C_CAC_NI011910-R11.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions 2 of 3 1/3/2020, 12:40 PM JOB COPY c371/2"MAX. PREPARED BY: O.A.WIDTH /� ELRWEN l, 371/2"MAX. BUILDING DROPS,INC. O.A.WIDTH 3ieE.DANIABucH BLVD.,STE.330 0 ,0 �� DANIA REALM,033004 pig 0 o«:EBsg3is.ens JWINDOWS & DOORS � 1„..„,„ ,,, WEB` .I tliner'e..c•m DESIGN PRO/SMOOTH PRO FULL LITE ��v o W NON-IMPACT 01 04 o Z � v Z FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) < 0 3 .m L. p , 1.11Eli '3 o w z g Z0LLO - p 3zl` jig" z xQoQ 5=4Y 33Q © p z �Nao a ~oz viW �Qd s rn GENERAL NOTES: O Z Ox © = o=Q Z Q w MN o p L9 �J 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT F-1� INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE c Z J Z W C: (FRC),)A• STM E330-02 HZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 11 w • ASTM E283-04 En wg, • AAMA 1304-02 ©�0�©�0O000 ©�0�©�0�000 O V �VVVVVVV -4A VVVVVVV �til ° 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE IT 7YP,ELEVATION 1 (D TYP.ELEVATION 2 > 'J., > RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE w CA' HEI6M B'r DOOR lit .. ~ W FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 13 d INSTALLATION. 37 1/2" . E. ~-O.A.WIDTH MAX_ - 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR L REMARKS BY DATE A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED Add ADA 5111,Multi-Point Lock GL 06/05/14 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. Reference DWG...A010B32A AM 09/04/19 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 2 f RESISTANCE. QD to.I 0 .~-E _ THE INSTA111TIDN DETAILS CESCRIND HEREN AU GENERIC 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. m un.Isrt cONDITn.cuu m«ALLAT FOR TO•vEor = E CONDOIDMs CAUSE M3T4uTt0N TO DFV WTF i6 ro< I 0 THE REEou•EMFNn DETAIiED HE Rim.n LICENSED l CHOECE sHAt,tf FAKE sRE SPEC/FIC 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN 2 L7 LL Q E DOCUMENTS FOR USE WTI THD DOCUMENT GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.VENT LITES ARE QUALIFIED FOR 6'-8" � •4 p `I11111111/J/ DOORS ONLY. RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS AT DP♦/-50 PSF ONLY. j 0 % �// 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP) OF 9.75 PSF. 2 / i : � REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT m sv- E•• "PO�^ PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY I N N. 7 OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH�OH HEIGHT 152 1.0 ACTIVE F.* •�; * - = ao S A OF i Cr TYP.ELEVATION 3 '' •,c,,\ '";' IOP • Q., .Z. // .' Nu 13 1 6'i'DOOR WITH OISIONAS VEM UTE /� y ,. � E NOTE: SEF SHEET 6 FOR GLAZING MAILS EBL[/B(< ` r IDa i tiT4-ass TABLE OF CONTENTS DOORS SHOWN ABOVE MAY BE LEFT I SHEET REVISION SHEET DESCRIPTION OR RIGHT HAND OPERATING DOORS. )igealy signed by Hermes F Norero 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES )aI . .0119:009 this 00ment MAX.OVERALL )atlee:2 2019.170.01 19:00:07-044''00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES _ _ NOMINAL SIZE DESIGN PRESSURE(PSF) MISSILE DATE: 02.05.14 _ 3 - OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION INSWING OUTS WING IMPACT - WIDTH HEIGHT RATING DWG. Y: CHK. Y: f' 4 A VERTICAL ASSEMBLIES POS. NEG. P05. NEG. GL/TJM SS MSS 5 A HORIZONTAL ASSEMBLIES X 3'-0" 6'-8" 50' 50 50' 50 NON-IMPACT SCALE: NTS 6 A GLAZING DETAILSX RADIUS 3'-0" 6'-8" 50' 50 50' 50 NON-IMPACT DWG.a: D015687 - 7 A WOOD SUBSTRATES X VENT 3'-0" 6'-8" 50' 50 50' 50 NON-IMPACT SHEET: OF 9 8 A CONCRETE SUBSTRATES X 3'-0" 8'-0" 50' 50 50' 50 NON-IMPACT A 9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 rINSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. re) 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 390 E.DYHA BEACH el.,STF.ane CONSTRUCTED OF A NON-COMPRESSIBLE COMPOSITE OR BETTER. DANIA BEACH.FR 33004 PH:(954)300-8 478 FAX 1954IE44 4738 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO wee:wwvB"I101080.ucorn STUCCO,FOAM,BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL ti OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR -' d$_°o MANUFACTURER'S INSTALLATION INSTRUCTIONS. 7 1/2"MAX. w ~• o 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"TYP---a•0 C) d m O Z wLLpa JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C2 Q I I =Q 0 i SHELL OF BLOCK. a.,.�L '� 0 Q.a Z H. 1_ I O� Q ngn 6. FOR 2%STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. in I 1 2 H 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE I 0 Z 0 z5 FOLLOWING PROPERTIES: t y } W o A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. S CO Z B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. to 1w 0 IL l7 C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH i m m Q ? OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 On n^A O S PSI. \�V// U �] D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Z 6 LL 3 e x Q 44 7 OF 2000 PSI. 3 3 . zz + z .. �3 • a g 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR O Z N 1- 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 4 / 4- Add ADA SIII,Mnit-Point Lod GL 06/05/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Reference DWG.NA010932A AM 09/04/19 F I I ANCHOR TABLE E 6'8"DOORS 8'0"DOORS TITIMILEMMXIMSPZIIMIWIXTTIM A2 A2 MO MAT NOT AMER ACT UAL Caeo-m.S FOR A SPECrC SITE N DTE CONOITE.5 CAUSE INSEuunuN TO DEVIATE ITYP.ANCHOR LAYOUT FROM INF NEwNEMENTS DEEMED HEM�H.ALICENSED ANCHOR MIN. MIN.EDGE •5 yr a ra-DOOR NEWNE EW n.is M-1MSITE SPECNe ANCHOR TYPE SUBSTRATE0.C. L ENGINEER EOR OE W.TMIs00EUMEHi SIZE EMBEDMENT DISTANCE MAX.O.0 MAX.O.C. ♦♦011111//ii.j' SPACING AT SPACING AT ♦ • I JAMBS JAMBS \\♦ 4 O. 7"i \ ♦ I NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. `\ \•E " s WOOD SCREW #10 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 17-1/4" Nr 7 '� OR FRAMING •�•fQ �_ ITTAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" '* W = : v SAA/ OF :JY , 1-3/8"-CONC. i�� S.1•IUP:"' /!/�� ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 17-1/4" "' T RR11 1-1/4"-CMU �1 AN \...•\ ITTAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" E/BL7yf,rIPA/ FBOF)Z pim.F B2 2-49 X 2 1/2"PFH SCREWS W 41111 DETAIL D2 TYP.HOPPE .41.11111. eel DATE: 02.05.14 PI9-1 SCREWS 2•#9%2 U2'PRi DWG. Y: CHK. Y: ■gi= MULPLATELOCCA11ON T GL/TJM SS/MSS DETAIL B2 (RH PLATE SHOWN) miummir SCALE: NTS TVP.HOPP`-BOTTOM SHOOT D2 NOW DWG. D015687 MULTI-POINT SHOOT BOLT BoLT KATE PLATE LOCATION HOPPE#2098911 ® �, -� SHEET: OF O SILL SECTION VIEW HEAD SECTION VIEW 2 WSW. OUESWING SOMME INSWING SHOWN OUrSWING SIMBM SEE MT.NE SFE M.OE PREPARED BY: Eli) BUILDING DROPS,INC. RJ 398 E.DANIA BFACH BLVD.,STE.33B J()1� (® oA3004 �X.BEACH. U iac.19u1)u4T3e 4 1/2"nP- —4 1/2"nP. N✓ wcB:.+w.6NIaINRarONECN"I 1 1/2"OFFSET — nP. IL -0- T_.__1. ,1:t d 3' r°n 3 cS I - O I, \ O U U J g i 1 IN r CD 0 Z CO w ^f d LL CO Mg a O X p r �0O J (.7 y oZaz z� ... o z o W? ' du z + • Oa a c )o t--lrf LL I l REMARKS BY DATE Add ADA sill,Multi-Point Lock GL 06/05/14 �TYP.ANCHOR LAYOUT Reference DWG.4A010832A AM 08/04/19 3 mon..sum IN C'ONCnmJMosOMR SOF INSTALM'bN DETAILS DESCRIBED NEREA ARI 6FNER15 AND NW NOT INFLICT ACTUAL[GNOMONS FOR A SPECIFIC SITF.IF FROM TNF SNFANT M W IRFIN N3 Of/ARID N{N W ATO IICENE0 ENGINEER OR ARCHIRCT SHALL PREPARE NTE SPECIFIC DOCUMENTS FOR USE WrtN MB DOCUMENT 1 1/4"MIN.EMBED TIP. ``0ll l l l t l I I J E,,,'/' . i .0• ••. ON :ice i N �� SEE TABLE 2X BUCK ANCHOR TABLE z ..••••01E� • �•u 2� IME C. ■ — •. N..7 1-p ;� v. o ®1'1 Z o• 6'8"DOORS syr DOORS =* MIN.EDGE MIN.CENTER ANCHOR MIN. : b S A OF ;Ce t ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER i- , �� SUBSTRATE DISTANCE O ' MAX.O.C. MAX.O.C. ' �/ �+ .+ SPACING AT SPACING AT 'n N ••IOP:' 40 ` 2X WOOD BUCK INSTALL. JAMBS JAMBS i�j�Fs NOui`��� 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLEie ..'"4:7;•. !ie 3� ITW TAPCON 1/4" CONCRETE/CMU 1-1/4' 2-1/2" 4" 25" 30-1/4' rev 16; n 1-3/B"-CONC. ©2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL ELCO ULTRACON 1/4" CONCRETE/CMU 1" 4" 25" 30-1/4" 1-1/4'-CMU CROSS SECTION 3 SIDE NEW DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GL/TJM SS MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.4: D015687 SHEET: OF9 3 CPREPARED BY: 2X WOOD BUCK R (^- Q it,' J O V COPY PY BUILDING DROPS,INC. MIN. '� o w /// WOOD ANCHOR 391E DANIA$$AOd.0.33004 33e EDGE DIST. "'m �I // PM:19 5 4139 9 4 4 73 SEE TABLE SHEET 2 g �• SEE TABLE ON SHEET 2 MC 1954),..0. SILICONE WED:www3u3321x44ra3 w IS;J 2X WOOD BUCK r O c 'I': • 77LiJ is '• ..'�' II, .. m$0,$ // //// •/ . W O da;.e 111 0.25" //_ % aC3 -iS c N --- ' + ,MAX. PIIIIIIIII- 2X WOOD BUCK ti d 5g< ,,WOOD ANCHOR SHIMO J m LL SEE TABLE ON SHEET 2 MIN.EMBED. O Q SEE TABLE SHEET 2 ZO I- 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL o Z Z Z a p W� O OUTSWING SHOWN-INSWING SIMILAR O OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED 0 W 3 1311 O SIUCONE Wh •-•'_ SILICONE SILICONE "' J /- 2X WOOD BUCK 2X WOOD BUCK REMARKS BY DATE Add ADA 3111,Mult-Point Lack GI. 06/05/14 Reference DWG.IA010832A AM 09/04/19 2X WOOD BUCK TrIngillrLTSTM AND WY LECr KNALCOxomoxs GOP A vcCxc 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL M`;� H0A1ONfTS°uWn"EM,4LIr O OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIREDENGIC AFCO FON US(vn*x*x1smarcx.. AFCO H�97 `\`011LI111/II,, \\\\• �.rr O` ".'i N., E 1 QO% N►. 7 � 0 S A OF !Jr F. _ ° `1 .IOP. Imo: _ SILICONE 1'', SILICONE SILICONE t1R].', ..., �►.!.!.! :iiimm....-, k....A.••••••O!.••• fiii Miii�. F,PP f4Ll ` „ - �i1 i 4 i�'4�q""O 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 O OPERABLE SILL O OPERABLE SILL OPERABLE ADA SILL DWG. Y: CHK. Y: 7 OUTSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED OPERABLE -NO ANCHOR REQUIRED SCALE: M SS9MSS NTS DWG.II: D015687 SHEET: OF 9 Q OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM �J EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. / -