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371 3rd St RES22-0007 One Door RESIDENTIAL PERMIT PERMIT NUMBER tiort CITY OF ATLANTIC BEACH RES22-0007 800 SEMINOLE ROAD ISSUED: 1/31/2022 ATLANTIC BEACH. FL 32233 EXPIRES: 7/30/2022 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 371 3RD ST RESIDENTIAL ONE DOOR $1000.00 WINDOWS/DOORS TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169823 9000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: A1A CONSTRUCTION & JACKSONVILLE 103 OAKWOOD RD FL 32250 REMODELING BEACH OWNER: ADDRESS: CITY: STATE: ZIP: EILERS ELIZABETH A 371 3RD ST ATLANTIC BEACH FL 32233-5231 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $60.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2 00 TOTAL:$94.00 Issued Date:1/31/2022 1 of 2 01-Altry,, RESIDENTIAL PERMIT PERMIT NUMBER s' 1;, CITY OF ATLANTIC BEACH RES22-0007 800 SEMINOLE ROAD ISSUED: 1/31/2022 "twovl- ATLANTIC BEACH. FL 32233 EXPIRES: 7/30/2022 Issued Date:1/31/2022 2 of 2 JOB COP1 ling Permit Application 4 . City of Atlantic Beach Building Department REVIEWED �� - 800 Seminole Road, Atlantic Beach, FL 32233 By Mike Jones at 4:02 pm, Jan 28, 2022 Phone: (904) 247-5826 Email: Building-Dept@oao.us Job Address: 3 r? 1. 3 gQ 6-7 gee r Permit Number: RES22-0007 Legal Description 5---69 /6 ',\5 -az '1 0 : 11"244 &tic h RE# /6`"I dl 3 -"`eo cc, Valuation of Work(Replacement Cost)$ 1U00 Q- Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair EMove EDemo ❑Pool Window/Door • Use of existing/proposed structure(s): ❑Commercial Residential REVIEWED FOR CODE COMPLIANCE. • If an existing structure, is a fire sprinkler system installed?: ❑Yes No • Will tree(s) be removed in association with proposed project? Dyes(must submit separate Tree Removal Permit) gNo Describe in detail the type of work to be performed:,t,c-P ie 3 '0 t L `° t i1�" '` n��" c' `���'� 'T`, �larrcr jiZC <�OG,t . ,JC-1,1 L(.'� r% ,��"i,s� n, (ilk) / 5: -cc " p2b f ) ( L ) rV f Mp,44( 14P4!wv.cf 0E=N e5r) — �S Florida Product Approval# / r✓ 1 C C •� for multiple products use product approval form Property Owner Information Name t,L Pr b c=i 1. c L C lj 5 _ Address J'i I 3 /1 , 7761' City 1 iL 6,-lick State F - Zip 3 3 3 Phone '7 v2 - 4`i L "G `l 3 E-Mail Liz,al J12, L- rL1 ,C \ 9 -\ Owner or Agent(If Agent, Power of Attorney or Agency Letter Requited) 1 �/ `' '� Contractor Information Name of Company 44/4 c'U,vv Ql)c i c:46. Qualifying Agent Lc L l� �j 7 0 Address /r:'3 ��k4vc crl kC/ (1 CityJf1'4 l)�1State 1-4 Zip 3)11" Office Phone c7 c&-i - 3 j - O•1 ' ' Job Site Contact Number (-16`--1- 3 f . - 'j c3 .L State Certification/Registration# cr 7 q E-Mail (.1 FI►2 L ti 6 . C°G Architect Name& Phone# Engineer's Name& Phone# Workers Compensation Insurer OR Exempt Expiration Date 6 / l/,2-...2 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 regulating 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 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE DING Y iA. ' NOO CO MENCEMENT. //it /41 1 otOwner orAgent) (Signature of Contractor) E ' • i3. i l pnd sworn to(oraffirmed)before me this t day of Signed and sworn to(or affirmed)before me this\\s day of a-� 4 N+\k l 4Z)L L ��, A 1 1\bby `otic'\ \-\\`�- • N 6 F i^ ao = Al = v (Signature Notary) rtt• "�� .ING _ o � Si nature of • a *: ';Commis$lOn;R HH 200166 s' o „ „'� Expires Deoember 7,2025 [ J Pers' nally Known OR [ )Personally Known OR f, [ rodViced Identificati [,)'Produced Identification • Tyke of dentification: `- UV L LUlThCACMCl,: Type of Identification: 1 i J O B COJ PY REVIEWED .eP..ea.• \By Mike Jones at 4:03 pm, Jan 28, 2022 BUILDING DROPS,INC. 1N L.Mw NAMDIVD MI Mt ELRWE11 "' . I7 In"M e BB II* IB WINDOWS DOORS "W'°'" NIADI '"""'""•'" _ W1...••••.n.A...WI' DESIGN PRO/SMOOTH PRO FULL LITE 3T I/2"MAX. 4� -_ IMPACT APPROVED w� °'li - ri �'„ W FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) f -- d .... ° W Z i I I"I O 0 G as za ►A Q p vt'wlig? O`T Z 2 GENERAL NOTES. ► e I O O 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA .1 in. ► °i n O 4' Q IQ s T 0• R: a z C BUILDING COOS(FRC).INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TEL THE FOLLOWING 6 ea E 0 U Al 0 ' 0 w E e • TAS 202-94• TAS 201-94Z L9 0• ACTIVE a ,e • up, = ED w N • TAS 203-94 O p 71, y O G d o 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2%FRAMING AS A MAIN WINO FORCE O < / -1 d V=i y RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 15 / , I T INSTALLATION. I _._ _I I ;J F- a �.) 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ,- A A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION 10 DEVIATE FROM THE REQUIREMENTS DETAILED �rOr�rOr0ok0 I •T��0�®Mk0 REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS AV • 1174 VQV . ' ' d V QO© •Ad AOA v,4M 1c14mew,a XI.De/1J/LY DOCUMENT. iiTYP.ELEVATION 1 TYP,ELEVATION 2 rr 1:222,1221.41 �I- •a PPP1l1.nn. IlNrnne•DWG 0•01041))A AMDe/Se/1^ 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT ') RESISTANCE. 5 GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS 1aiw/44211.44.140.,1R wiwiiwnaniM••'w�c1•c Vil or 22,112121216:4244 22142 41101140 WW2 14A.1 Me•1PU1tl2•ISM••lleMMM 4I2111Y0 6, FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN I242e1•22 12,212,114424 MAWl vO ruP< GLASS,DECORATIVE.AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED,UTES. OPC11•ennblU 11/11111 MYWM ,ERE 111111/272 14-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTPI OF 9.75 PSF. T. NOTE:REMAINING 9l S NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT N\•A•`1 a 0.22�/� PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY � ;• �i� OVERHANG SUCH THAT OVERHANG(OH{RATIO=OH LENGTH t OH HEIGHT IS 2 1.0N .411. \)R E DORS SHOWN ABOVE MAV BE LEFT N. 7 O .�." OR RIGHT HAND OPERATING DOORS. =* •�E * E 'D A OF rrcS TABLE OF CONFINES ♦,••,/ D.ilelly egged by Hennes F Ncrero SHEET REVISION SHEET DESCRIPTION R.ason•I am approving this documen 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERALNOTES O.N.2019.10.012132:08-04'00' DATE: 02,05.14 2 A I TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSFI 3 OPTIONAL 2%BUCK ANCHORING DETAILS NOMINAL 512E MISSILE DWG. CHK. Y' 4 A VERTICAL ASSEMBLIES CONFIGURATION WIDTH HEIGHT INSWING OUTSWING R ,IMPACT GL/TJM SS MSS POS. NEG. POS. NEG. SCALE: NTS S A HORIZONTAL ASSEMBLIES 6 A GLAZING DETAILS X 3•-0•• 6'4" 65 65 65 65 EMI&SMI DWG.B: D015704 X RADIUS 3'-0' 6'-1 65 65 65 65 LMI&SMI SHEET: OF 10 7 A WOOD SUBSTRATES R • CONCRETE SUBSTRATES % 3'-0• B'-0• SO 50 50 50 LMI&SMI A 9 • COMPONENTS&8111.OE MATFRIXLS •SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 J CINSTALLATION NOTES. van-'Aarl, 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCM ION SHOWN SHIM AS REQIIIRFU Al EACH INSTAlLArim ANCHOR WITH LOAD BFARING SMM(S). MAKIMUM Al IOWARLE BUILDING DROPS,INC, SHIM 51 ACK'10 At 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMIS)SHALL BE ls.I RAeun.f.xw,511.1n CONSTRUCTED OF HIGH 1)4.95111 PLASTIC OR BETTER. MOM Ilk 4 .t1 NmH 17 V?"MAN w.614UI4 Nr .7 MINIMUM EMBEDMENT AND EDGE DISI ANCE EXCLUDE WALL FINISHES,INCLUDING RUT NOT LIMITED TO 0.WIDTHi E6A•n44j1 4}M nre...U.1 YtMwuw. STUCCO FOAM,BRICK VENEER,AMT SIDING 4.TTP - f _ A. INSTALLATION ANCHORS AND ASSOCIATED HARDWME MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C7 1' TVP I. .. OR HAVE A CORROSION RLSISI ANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ., �• --" )_ 0 P m MANUFACTURER'S INSTALLATION INSTRUCTIONS ` B2I 1 , z a O .76' S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAP " o- n N Z a JOINTS, EDGE DISTANCE IS MEASURED FROM FILE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Ai q g .� •�• ,� SHELL OF BLOCK I -- z G S S-51- 6. FOR 2%STUD CONSTRUf-'i10N,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME Al FOR 25 BUCK . �n- ~I \ I'. ? 0 "5 CONCRETE/MASONRY CONS TRl1C11ON C i a ` I C �Q y 7 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS W,111 IHE o` ' ¢ C FOLLOWING PROPERTIES. I'v` 0 V• IL-- ' A WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Z i- u ;� 2 0 B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. d K K U C.GROUT'FILLFO CMU-UNIT STRENGTH CONFORMS IO AS1M C-90 WITH MINIMUM COMPRESSIVE SIRING fl- 5N CJ w W Z • OF 20110 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH(IF?000 0 i n / N a Q PSI. 1 O.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS 10 ASTM(-90 WITH MINIMUM COMPRESSIVE STRENGTH I U OF 0 PSI _ a 71:0 '' a `n B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION RFOIJIRk MIN H,INCLUDING ANCHOR i _ __.-_ LOCATIONS.EDGC DISTANCES LMBCDMENTS,AND SHIM SPACING. ." at....-------- 4REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SCI-1ION OF HEAD OR JAMS AS 1090 AS MINIMUM7-d 7137,1.M.Loa,x.:dlu:L1. SI M:NJ/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVEC A2 A2 `TEP.ANCHOR LAYOUT ,,r.,A'A..e T.76 RAO 10E11A Al.MP'.'-' ANCHOR TABLE 11 I J 1 --__ .I.x+lu,LTIAARn gmuxurm nulolnn,xrOle 6'B"DOORS B'0"DOORS 01Am wwlunR NICA..IA<.iALA owl....IA....,lw•nrp M1U I...AM fn1 y,:a4 ANCHOR MIN. MIN.EDGE u.Yx,.vl•r�NILlt4".�I•A n(Yu«IM ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. SIZE EMBEDMENT DISTANCE oLIIII111T7j7 SPACING AT SPACING AT ALL �� IAMBS IAMBS `NN 4 0, /.0j I NOTE: `� Y ...•• J� I—' S NO ANCHORS REQUIRED AT THE SILL FOR SINGLE,000135000M 091 Y. �� •' E Q•• �1 WOOD SCREW mo 26 WOOD 0A FRAMING% 1'/'' 1/4" 17.1/2' 17.1/4' ` :� , �S' '�0 N. 7 7 KW TAPCON 3/16" CONCREIE/CMU 1-174" 2-1/2" 17.1/T 171/4' * • • ; * SA OF i � 1-S/B4.CONI. JOB C O P� s + �, MO ULTRACON 1/4" CONCRETE/CMU 1" 17117" 17.1/4' i0 1P' !(7 131!4' CMU 'KY 11W TAPCON 3/16' CONCRETE/CMU 1.1/4' 1 10' 14.1/1. ''',,,'Z'_ ..;� ,S`` 117 -N%2117"n • SCREWS • .417 2.45 k 2 I/' PFI/ DET 2T 25,Z6 DATE. 02.05.14 PFM SCREWS MINTI-POINTSHOOT ROIT .. DWG Y CHK Y: ' All:' PLATE LOCATION h� GL/4TJM 5S/MSS IPH PI ATE SHOWNI SCALE DETAIL B2 02 NTS Ta-6 RoFdE / DWG-A D015704 1-B7 FIAT 51 H]01 MULTLPOINT SHOOT BOLT Bal PEAR -- --- SHLEi 01 10 PLATE LOCATION TWORE A?CN04I I 11 SILL SECTION VIEW MM. SECTION VIEW �) IMWISA$H'W fCUISW+4L M,•4 LA ,l SSSOC.0IYAWWOf1A"4Aw 2 •• MI Al ` 911uIi(nn.ui Di J par v;.r,In.w n BUILDING DROPS,INC. 4 L/2"TVP 4 1/2,'TYP HL.......,-,.u...y,..- ??/2"OFFSET i. § ti M ... E- N F. rr+�. �IB� 0¢¢ I g as LI 4 0 Y fy On< mul �s v� '14 Q `Q J 17 Q Z z Z G z _O O a ~ U Ei Oa ,. ,... .; ... 1 , M REMARKS By DATE E IN M4404 WL MY lo[..a.U..11. At Di./71/14 aok.rne.DWG.SA010E77A AM WI 07:9 r I\TYP.ANCHOR LAYOUT WI 0 110111 W C9..[.I I111VA...1 An 74(11, K4rniui'.+u,w*4,A. 1��r,we 1"w•M.,w11Ca..N AA,Ai. l Ifl v.v... CN.1.111GW.IYIHLG1I...19 VW.a.C14P9 IK verriv Mnw14H IM VA w..�M KY Oval a.r., 1 1/4"MIN.EMBED TYP 00‘11111//,,,,,, 1111 >r �,`•``. ` •• o` ',' -_ moi SEE TABLE F DE BUCK ANCHOR TABLE `� ' L E 11 LJ O���,� X O•` 6.8"DOORS R'0"DOORS N.. I • P MIN.EDGE MIN.CENTER =* : ? ANCHOR 7VPL ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER S A OF 1 512E EMBEDMENT MAX.O.C. MAX.O.C. i 13 r I- , �� I SUBSTRATE DISTANCE /[/ w o SPACING AT SPACING AT SGT •.: lL 2K WOOD BUCK —2k WOOD BUCK INSTALL IAMBS IAMBS iii'<O j. Kll 4l(``0 ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 14/A' 1-1/7- A' 25- 30''id' ,�,(,1y„/ • L,w�a ,1Nle 4 3/8"-LONG. '',1 7III, ELCO ULTRACON V4" CONCRETEICMU 1" 1 25• a'0-1/+" ®2%WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1J+ -r.Mu I m4.11L?Oa PM YHW 4 DATE: 02.05.14 JOB CORY DWG. CHK. Y NOTES: GL�TJM I SS�MSS I 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE NTS 2 ANCHORS MAY RE STAGGERED AS SHOWN IN DETAIL 4/1 DWG,R: D015704 SHEET: OF10 3 i --,=rrrnnh n BUILDING DROPS,INC. /1///.///// • —V .,.way inu'..�.�ia... •.wi IWD 1.h. J-; ..•.,u uu Wuf. "Mn« ff► 7-77T1 r o MT[81OR R7LRIOR LA;IRIOP. �� .N4z1(31 as,i1/P -S. f 11RER104 i ./7 ix,POO LA... t e.e.C _�u a 0 1 I Q.1 yVlj 6 p 4 Y .� � i���•` ifs. z z "'�'- �. _.. 0 t OPERABLE HEAD /—/�� \{ OPERABLE SILL "4 •, OPERABLE SILL cc z Q 4 OUTSWING SHOWN•INSWING SIMILAR \ a INSWING (� OUTSW INC; x (,J �e W Q' 1- ---,r-- I REMAItXS BY DATE EX,ERIOR _ INT(RIOR ',Rd OAA mil.YR lacy,NM..11. GL 04/21/1A 'NTEIIO• EXTFRIOI Q WNW MI :.R'Ek15X ♦Mott-tt - —t II WI,A:U1M411 G-11.145.4.10.141l GnvnE fN�.l�v—'^�-•� �". ��I•�����♦ 1 - ..ro•spy,A.,v.I:OW,.:iAMAAVial, Alt I Mt4uM1N111HYT7MIG.!.tAULL w1A,I.AAL 1,01111.AA•w1fRLou I.flu.LII Vit,! ( , OPERABLE ADA SILL OPERABLE SILL_ OPERABLE SILL SIM""a'R".1 "I"A��.", 4 {5,1/,,, INSWING/OUTSWING 4 INSWING 4 OUTSWING `��SS1 ���i• OPTIONAE AFCO H-497 .� r ,i %iE p i �* N• 1 7 *I 1 S A A.Of- i Cr w 9 .,Iq1 I, •'t 0%IVOW!. 1 (ri Pion ,.1 (8) �NIIiNft :XX 9104 777 I ,,,1... 1 }� r. ^: DATE 02.05.14 GL/TJM SS/MSS SCALE NTS 4) OPERABLE SILL g OPERABLE SILL DWG R D015704 OUTWONG J OUTSWING SHEE' OF 1(1 4 „1U1'i11:f1 HINGE SCHEDULE LUNGE 011AIL AT LAME: PLACE N9 X 7•1/2`PEN SCREW NEXT TO WEATHERSTRIP in• ODOR HEIGHT QUANT Ire BUILDING DROPS,INC. 1 .+/w ♦ IMI IBP,.Nara 1109.Y•1 114 ______ —__ on. \ .rut.,et Up. \ to' 4 w..ryry311g1111 \ M1'101111.1.39» 4:a *'1 '�Ir►'l1►iN” 3.88%11/YPr44 1.REINPORCEMeNT IQ "v" ! 11``.,v,', SHOOT STRIP •/�// O 1 19 �) \\� 1 1 D w // ® \\ / \ Iraq' �� z j cu flit//0 �NDWC ,NTFRtOF \\ - I 0.2 oc g - i. L. �� 1.88 X 7.1/,1"PHILLIPS V R t/1 VI W ^• •• I --- _-.-- 1 �' / PtATNlADWOODfCRLW L a o ..' ' C) Q Z c 6. __._. _... ._ _.. .. I i-88 X 3/A"PHILLIPS �~ 4 F-1- -) c 1 FLATHEAD WOOD SCREWS 1 2 o t EXTERIOR mewl' lJ IN S•09 X 2 IR'PIX / ` 4-89 PHILLIPS FLATHEAD WOOD SCREWS W W/STRIKE HAROWARE tt( ) 117 USE 9/4•'LENGTH FOR 6'-8'DOORS - Q 0 l' 4-MIN STRIKE PLATES USE 1"LENGTH FOR R'-0•'DOORS Z (7,) LOCK JAMB -- HINGE JAMB GU MULTI-POINT LOCK _ OI/TSWING SHOWN•INSWING SIMILAR 5 OUTSWING SHOWN•INSWING SIMILAR TOP/BOTTOM RE1NF.PLATE-ACTIVE PANEL ONLY REMARKS BY DATE 151 AM.aa MP tw3.Radial a YL DI/$?1N 51.4e.ente SAG•A1101710 ~mg 9•89 X 13/4"PFH 3-NB X 2"PEN 13•M8 X 1 3/6'PFN(S'•S'UNRS) -- 8•N9521/2"PFN W/HARDWARE. KE 15.88%1]/B"PFN(VII' Tar 1PI.sw.;v.tr..,Iutawlro 438®R Ib'-B"BB'A"UNIISI W/STpITRIKEHARPATE COMESW/HARDWARE .My.,WV...unAtn,3,MPbpYNFa411110PS W/STRIKE HARDWARE I.MEL STRIKE PLATE I•r..,rnoaa.et..1 wm tIOKIN Sni wwr A.MPL STRIKE PLATES 4 NS X 1 3/8"PEE, mum IeaAwIMIP»PrtAYAIIlRIYLASUA6 trwla a AMMO f IMtt NMI 1rtt 4P45rs �3^ 2 L REINFORCEMENT PLATE /F^ PAtsaniel wwtI5I$ AeoA»n cif HOPPE 47512796 ..,..--""---;-••''' i4 \ SLI 111111/1// IXifR10p WOW /In :7E1E11 -111111 .t _;=MI 1111111 71liiliiiii» � I • _10414 LOF S INTERIOR 9, INILRID4 'I � .�A.'"��� / lam. • » \ hi 11 �1 1_ J M�tR/•34"• :'b 'Pgtsw? Nil 4 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK PATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. i�TJM SS/MSS SCALE: NTS DWG.N: D015704 SHEET: OF1O 5 I rkE.nnlnIs` \ 1 RUII nING CROPS,INC �. MN..{ACt pt9♦ ,. .r{IiS.MiA M)P WO twa to.Ym.-.ta -60Z Id R ax :M l,k 1'MAX. 'MAX. Q i" L^ — 1/'.uk)VRCI 1/Z"AIRSPACE - 1/2'AIkS1•ACl 1 MAX' 112'AIRSPACE .-C j a - 0� ARg R S 11lEIIII N`E+ICIu EXTENDS. KIM°. I7iERICR INTERIOR LYT ROB 1NIERIOR I EXTIRIOR h.1 00 I, 119"ANNEALED GU55 I 1/9"ANNEALED GU55 I. 1/9"ANNEALED GLASS 1/9"4NNEAI(D GLASS O 01/.0909" .091) SOLUTIA PVB INTFkI AYES I G090'SOIUTIA PVR INTE RIAYPR I 0.090`SOlu TIA XVII INTERLAYER I 0 09 SGP INTERI AYFPI . 4 Q c z p 7; 1111 1/9"TEMPERED GI ASS f .I I/6"TEMPERED GLASS I L. 1/9"TCMPFRED GLASS 7 BY DUPONY V t] - 51,/ / I DOW 1199 SILICONE II II 3u. -118'TEMPEREDGLASi (?J lluu DOW 995 SILICONE ' DOW 995 XII(CONE > k �,I 41 1;�; DOW 995 SILICONE M r' — -; 1)0W 995 SILICONE R R!lI I 1 -_�-- • r_ Epm II� ® 27 WI ® � 24 i.......,REDI SEAL —RFOI SEAL -'2E/OW 995 SILICONE REMARKS BY DATE 00W 1199 SILICONE i 16'-8" GLAZING DETAIL 8'-0" GLAZING DETAIL 'r\ FLUSH GLAZE DETAIL GLAZING DETAIL Me ADA slx'M'L""IMAnts "b. "F' 1 Rtlnwrct DWG M010177A AMtllt/10/19 6 / 20 1/2"MAX.D.LO.WIDTH 6 20 1/2"MAX.D.LO.WIDTH 6 23 7/8'MAX.D.LO.WIDTH ( 6 FOR OVAL.SUNBURST,AND ROUND TOPS 62 1/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.LO.HEIGHT ���� 78 7/8'MAX.D.L.O.HEIGHT �� IN 6'6"UNITS AT DP./-65 PM ONLY I- 1' - X. 41YL)Bi DmiaO.YYi1D.E11W:III WW{( {XiTBlOR IND YY.n.RY:IV ACT..cuioman to..W.( .cow rv..:wu....Am,D-t..T N°4°' ).Y)Y M RC.14U0 WY.HON..11.Mo - ,. _1/8"ANNTALCD GLASS iMM11R a uT.lk, ,.tell..sn vuar f mcurran tonus YOP MI nOruwn STA!591- C.D9{Y SQIVYIA PM INTERLAYER 1 I 1/R"TEMPERED GLASS `,`a11 ILII/IEIY7,' ill:Al IF ,S9UNT „.5.•. O. �,Ii er�w'e '1 ``� �� IW :���Ejp, ¢O'S _? i S * t ' Dams S A 'OF S S1RUC 1URAL ' k! i 0 SEAL ANT GLAZING DETAIL OPTION ��.'"'r' . •"p \',� 1, 6 f 20 1/2"MAX O.LO.WIDTH r'" 1)' �/ 781/2"MAX D.LO.HEIGHT 3.056.9 DP65 1DX80•DDSO NOTE. fRAC11ONAI GLAZING,INCLUDING INTERNAL GRID,BUNDS DATE, 02.05.14 BOWLER GLASS.DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN GL/TJM SSY CHK./MSS ABOVE. SCALE NTS DwG.R: D015704 SHEET. OF 10 6 J PRt►AREDP. l 2%WOOD mutt, `- Null DING DROPS,INC. 11.i WA w u..1Atn«w..m ne a{ .I // urn.n111. EDGE n sl = /// woos ANCHOR .n:061110641)11 SEE TAME SHEET:, `_ ,� SEf T4RLE ON SHEET 2 .�t(0141 WOOS WU...,wMnWl:wnn. r. ...—......I...—......I :y, 11, j/ ! -SILICONE o ?%WOOD Butt I / - N i i^ -'at Kir 00.41111111MI A // y m8 q gi rein ipw � . a1s x � s�MAx10—...111111111111111111111111111171 — IR WOOD KO ti g T j F g WOOD ANCHOR SHIM I- Lo a SEE TABLE ON SHEET ANN,EMBED ;nQ ea �^ SEE TABLE SHEET 2 a a N jouTHEAD (TYPICAL)SWING SHOWN•INSWING SIMILAR ,�) DUTJANMB (TYPICAL)G SHOWN-IN-SWING �R � INOPERABLE SILLSINING-NO ANCHOR REQUIRED °0 ;- 3 e 5.LICDNE K ♦r�.�s I .: �-�^1��xtzatimm. Slll(:ON! :IP Cgi:i:iff.i:Vif: kgg.* -Sli l�:'1Nf F REMARK!. BY DMI '-� �`,-� —`f 2%WOOD BuCE. �� ,-25 WOOD fuC•. ,, n+oa i.rrl:Iora RV.1I. M84A14/M 7. .Y��` -� I� ��1 1 mlc,w,<.owr,NnsanA HIS \'-2%WOOD BuCt w w bN unlr•*Mo.1 411 51a 4116//e •MrV W...1 MM.1,646,06.4..1 OPERABLE SILL OPERABLE SILL OPERABLE_ _ SILL `p�M�,aM �WIMV�~W141NU 7 OUTSWING•NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED k‘.17. / OUTEWING•NO ANCHOR REQUIRED re,Lor `E{ 11111 E2 AFCO H-497 `\\S, E///� E pi IS i ,E • of :Q-i ‘ •P, `$ �� \ \ -SIII/-ON( ��-_I -.�.. -SILICONE /-SIIICCNE I�j •1 :F�} Q\\,\ Wil= tk WO(!O IWCK 11111w. „iiillil 2%WOOD BUCK /-2k WOOD BUCI DATE 02.05.14 1 GLITJM SS/HISS (///"- , OPERABLE SILL OPERABLE SILL (J OPERABLE ADA SILL ) OUTSWING NO ANCHOR REQUIRED � OUTSWINO•NO ANCHOR REQUIRED \�7 INSWING/OUTSWING•NO ANCHOR REQUIRED SCALE. NTS DWG.A- 0015704 SHEET 01-10 ID OPTIONAIIv ANCHOR CAN BE PLACED IN NARROW SfCT,ON OF LEAD OR IAMB AS LONG AS MINIMUM 7 EMBFOMENI AND EDGE DISTANCE ARE ACHIENPO. rne.•:.rto., .N n1 MIN, —1X WOOD BUCK BUILDING DROPS,INC. EDGE DISI. [OPTIONAL) ..II ICUr1E SEE TABLE SHEET 2 '•i Z C / '11 / CONON TE ANCHOR „I> yV.J,-�•,ne c F. • 'II///. SfF TABIF f7N SHEFT 2 •• I a BI CONCRETE/ T / Q$a._�, n MASONRY �i C 2 F BY OTHERS / ........—CONCRETE/ CM MASONRY `�O In ~ 3W i �� .. A , , o I a? 8iii . 1�/•�� 1X WOOD BUCK A / /� ¢ < //Iratr4 [OPTIONAL! ,-O CC CC g` 3 a / Q • —14-- MAC a Q CO SHIM 2 U n CONCRETE ANCHOR Q N SF.E TABLE ON SHEET) MIN 1/411)0CONCRA IL/MASONRY III OTHERS W SIT TABLE SHEET 2 Hi W HEAD (TYPICAL) �-) JAMB (TYPICAL) p� OPERABLE SILLID u 8, OUTSWING SHOWN-INSWING SIMILAR I�8� OUTSW1NG SHOWN•INSWING SIMILAR INSWING•NO ANCHOR REQUIRED p 0 g.„- ..„JV r'� SILICONEif Non W AS." �-����ay SILICONE .1 ..gm SILICONE �• -���, ���41 T..•,, REMARKS BY DATE ,:��1•��-�•:•�• •e•�+�•�•�•���•� IPil.'MIN A Aae ARA ii,MP Ma,Puma It 4,\%/11/14 v 4 6 G 6 A c .P 6 6 AH• x.RWG•44101124 M4439/10,17 O 4O CONCRETE/ I CONCRETE/ —CONCRETE/ MASONRY • --r MASONRY MASONRY Tl INSI...ro.IlAU Imams waw.Aa uaA1 BY OTHERS BY OTHERS BY OTHERS NAL eaa.•da.cA 4 mnr•c c. ..en..-s rc.,.Is ...w s..1.1.,w 111 of..uam....MIL •.,a<�v•-,hunl mnl rntxnAluT OPERABLE SILL /� OPERABLE SILL (-7- \,8) ' 7> OPERABLE SILL ````,,,II\IF,,,,'' OUTSWING-NO ANCHOR REQUIRED CSIINSWENG•NO ANCHOR REQUIRED J OPERABLE •NO ANCHOR REQUIRED `�K F•• iLP ii AFC.H•497 4.. • �j \-,� E .SW' 'po _� SILICONE \I IIb—= J SIUCONE SILICONE i 9, •v...?l(/�Z.`� !:• !e!i17w�.�. ,.�. ..4.iO4R.A•_ii4 AJ ''� .,Y., ,.�.r�t,.S.AIS,,` a 4 A a 6 6 p 6 A • ♦ m a o e CONCRETE/ CONCRETE/ CONCRE I E/ MASONRY MASONRY • MASONRY BY OTHERS BY OTHERS BY OTHERS DATE, 02.05.14 'g OPERABLE SILL � V—f g OPERABLE SILL OPERABLE SILL DWG, Y CHK. Q ;' OUTSWING-NO ANCHOR REQUIRED \��X) OUTSWING-NO ANCHOR REQUIRED ®OUTSWING/INSWING-NO ANCHOR REQUIRED GL/ TJM SS MSS \� SCALE- NTS Two.s. D015704 SHE, 0110 OP'IONAUY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. +\ .1 BILL Of MATERIALS 'AL PAnlU"" I I EMB DESCRIPTION MATERIAL cii) fINGER•K3WTED PINE FRAME HEAD/JAMBS 4�, THRESHOLD - VARIES,SEE 6041 A7 art fj BUILDING DROPS,INC. SOLID PINE 1— "P/4f./, %/,%2A I a.,O.NH 6-Ku 4W•11.," 1 vRAMEHk8D/IAMBS • f• / - Rwun.cN.:}MIN UMINATEO VENEER .n /4 // //�%� -__ _- -.._.I I v.(NM,4.}MI LUMBER Iv /,�/���� //�F,S i•7Y1 1 IAN 144.0)4.14 IAA COMPOSITE ' T— ")'---- t. of 1 MOT USED) • I 1 4 SW'----1 J 4.81!" J GE 4 3 TNO7 U0017 4• . ��x a HRE_HnLD , THRESHOLD O THRESHOLD IL.. Q 1 S THRFSHOLD v Ca. 2 i 6 THRISHOID I x E 7 AF•'.O H-491 I HRE SHC L T` p•�♦4•••�. IA (• 1 IES O T i B THRFSHOI I] LII.,.AA•'•O•�•��•�1 �N.•.•�.4:•_•• d ¢ m w pn p 9 THRESHOLD 8.62" ---I <,57"--- 4 Z Q 6C 10 THRESHOLD —+ L'' It11 WEATHERSTRIP URETHANE FOAM8 NPOLYEMYLENE AFC°H-497 THRESHOLD l� THRESHOLD o Z •12 NON COMPRESSION SHIM 10.2S"MAX TI-KI COMPOSITE '--�/ \"/ ZO 13 (NOT USED/ 1 11111110 4�•.•••;i,11. O_ 14 INO7 USED./ 400•• = O IS 810 WOOD INSTALLATIONSCREWw/11/7 MIN.EMBFDMEN* �_ STEEL I a451" 16 CONC,/CMU ANCHOR(SEE ANCHOR TABLE SHEETS 283) STEEL 061 REMARKS BY DATE *dB ADA IA.MP lam A18B0 U OL M1/21/14 17 BUTT HINGE(SEE SCHEDULE SMET 5) STEEL 40.,,,,,,.owe,ARAS44RSA AA4p/t41ts 1B ) LOCK SERIES40R STEEL THRESHOLD 10 THRESHOLD 19 I DEADROLT SERIES 780 STEEL IIOCKWELL MULTI POINT TONGUE LATCH 8 73228768 6 B JNIT - �r-• nc w..al.nrinor mrxvcgrOl.wul[ 20 STEEL I - .� �Inl,.VII 441446•0014•441",IIr,.Na.voavw.n ROCKWELL MULTI,POINT TONGUE LATCH 073228780 8-0 UNIT �' ,.ou vw em,mwnla•l044.r AunMO ..,;4.70••••••••:"• - N.I I OO AKYa CT Wu.*WWII VH WlV( `°.a1M,.N,L IDA Lel*ON i,e Oacw:u• L 21 HOPPE MUUPOINT HARDWARE HLS9000 STEEL I .1 Sb" - o LSSSLLLit 121221 22 CDL LITE KIT(LMI) 606176 ALUMINUM ```,`S,S I..,, .. O,F,'I 21 FLUSH GLAZING LEG FIBERGLASS •24 OOLLIPLITEKIT(RADIUS L'TES) PC ABS 25) HEAD SHOOT BOLT PLATE(LH) 26 HEAD SHOOT BOLT PLATE(RH) £` :'v�6 Eitf' �p 26 HOPPE MULTI-POINT HEAD SHOOT BOLT PLATE LH 8878/091 STEEL "— I * • Na 7 t * E 26 HOPPE MAI POINT HEAD SHOOT BOLT PLATE RS 88788924 STEEL T., ' Ir. ". S A OF ; EC 27 GU SECURO S•3OLT MOLT:POINT STEEL 0 0 Si; ^ i YO,n'•1.,zr',�A• 19`,'•18 1- 1.7c 1.75.. .„ary 4 1.'-!S:VNo,,♦571‘ 1..f DATE. 02.05.14 Dat '1M cS MSS RALE. NTS DWG'0, D015704 SHEET- OF 10 9 i N,,I,t 3EL.+ \ n BUILDING DROPS,INC uIu X Mn II ill FAX.•*14.74441.° 20� ROCKWELL MULT POINT LOCK qD HOPPE MULT-POINT LOCK �j7 GU SECURY S-BOLT MULTI POINT y J w/SILL Si IOOT HOIT PLAT[p209)4911 \` ; -4 Q c (�--III��IIfII� EE ys e ,0\ Y r` N IC 4• LI 0 -- x a. o 1 k.i i II g � o 0a a z z W o d y N 3: Z e• o w Z Z' O 1.4 A, 0 pC400 — ' ®® '� O l' 1:1- ° � O ® O• ~) D °O e HAN. E I _ I p U EF H 1 H a qr. I o 1 o N.E MARKS BY DATE uiC : $..t.,;...., A1L, 0 0 ,ffi- +nn auA.0i,444 o.+.vna4,. ct 04/23/;a e 0 - �}p Go 8 4,..-4,..—NA;4001(8721 44.,001(0/10 ffi g10 'a HANDLE I _ ! II0 HE0 `I P _HANDLE . N ItH " — I H" ,' II1.— p4tuo.lno nr/II%:,.v`cro 1I Au,..,.r e § (1/Il'�J�() irl I� ti slit 1 urwin wtA°r:u.� O e ° 0 O� {f 0 -..a,....,��'.I va��weer,w:mtuul.• I,. r f •■ p ,unl,,,,, • o ® n 1 0 `�`S�S a E EsO.���i'i o _ _*ii NT 7 7 :� 11:5;:-: °•c ?r IMAs: -„,41'. lysisf: _15d fa 001 iv. LES” I— DATE 02.05.14 DWGGLITJM V. SSS/M• SS SCAT F NTS DwD.A• D015704 SHEET. Of Cl] 10