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Mayport Road 1050 MAP SHOWING BOUNDARY SURVEY OF LOTS 1 - 7 BLOCK 42 & LOTS 1 - 7 BLOCK 43 AS SHOWN ON MAP OF SECTION H ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18 PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: CHURCH GROWTH INVESTMENT FUND, INC. / FIDELITY NATIONAL TITLE INSURANCE COMPANY / ROGERS TOWERS, P.C. 0 NpO/.P 2j S£ ST ^ � '50.00. 1� T *48#00. y Ri RE So00, E CURB GV�R oni 5000, O � 3� m � 0r o 33S.p0.00 <p o� �• '50 .00, � �V oN (O Q '�CT 84•S' 0 T s h 00 49 C 5000. o \ \ N FND • oN ( 0 r ctfgN pU • I No' 4? 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Mi• ( 0r U O �� �N •o mQ -473 0 00 00 CTS / 00, qN�y Y R seR £ / jDO�RWo p0 HU HO HO— Hr) HO Eft x w O� HCl ____- N µD 4 ' LEGEND S£T 1;>001 D4 - g' (SO, ST p/Sk iyq/� WATER VALVE v - FIRE HYDRANT 0 - 1 xt CONC. POWER POLE OH - OVERHEAD ELECTRIC 10x0 MAIPO07- 2 tb THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE "X" AS SHOWN GRAPHIC SCALE ON FLOOD INSURANCE�RATESHOWN MAP 001 RDOFOR THE CITYARE INEOF IAL ACTLANTICOBEACHH,FLO DA,EF.R.M. INDEX DATE 04-17-89 30 0 15 30 60 120 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 6920 SOUff0fiff PARKWAY. SUITE 1 - JitCKWf VU& FLORIL0t 32216 - 904/279-WM - LICOYSm BUSINESS N0. 3657 L THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - 5 ( IN FEET ) SUPERVISION AND DIRECTION, THAT THERE: ARE NO ENCROACHMENTS FND. - FOUND EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS Ir-4 I inch = 30 ft. CONC - CONCRETE P.R.M.- PERMANENT REFERENCE MON. - MONUMENT MONUMENT TME MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDAE I.P. - IRON PIPE P.T. - POINT OF TANGENCY BOARD OF PROFESSIONAL SUDORS AND MAPPERS PURSUANT TO AU I.R. - IRON R CHORD OD P.R.C. - POINT O CURVE CURVE CHAPTER 472.027 / CHAPTER 61 G17-6, FLORIDA, STATUTES. AA/ER/CriN A - ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VAUD UNLESS EMBOSSED BY SEAL SURVEYORS R - RADIUS B.R.L. = BUILDING RESTRICTION LINE �. I iAR.4150N, JR., No. 2647 OF FLORIDA, ACT.) - ACTUAL F.P.&L.- FLORIDA POWER do LIGHT JAMES (APT.) s PRAM U.D.E - UNOBSTRUCTED DRAINAGE CJ1l3L S. COUR9t�N� No. 3129 INC.- CENTER UNE NGVD - EASEMENT GEODETIC VERTICAL SCALE 1"=30' R/W RIGHT-OF-WAY DATUM _ - FENCE P.I. = POINT OF INTERSECTION —9 (W) - WITNESS B - TOP OF BOF ANK R DATE 02-20-07 - FLORIDA REGISTERED SURVEYOR AND MAPPER —8 F.B. 1055: 17 DR. BY JMR nip Server\Dwos\2007 n1 jr 07-136 nanFQ un 2007-136 f 1IK W ROOF'A110VE UNE Or ROOF ABOVE - i (ZIX%O �2)�x1a t2-12K10 -06 2 10 lou 10 C 2)2,x►p AOAA R AR y i ! %J i i t I i e " 1 i A A=;M!Z:�"K INN' A A A A � CZl Zx1Z C2�tx fL - -_ _ Z ?�cYt C?.��c�0 ?ati2 C2)?aclZ (2??'�( UNE OF ROOF ARM ItNE OF ROOF ABOVE TABLE FOR SHEAR WALLS FRAMING -- -- ----- - ---- - -- _ __� Beam Studs ROWINIMIls For Beams/Girders: '/:" diameter threaded stool rods continuous from top plebs to coo food (GROUND FLOOR) S►M� w tr1►u w*Twdr/ Tttg ' • E���� " >~ s e o de " K denOtos ki stud, J denotes ck stud. tali J sheet S 2 for THE SHEAR WALLS TABLE WAS ESTABUSHE6 ASSUMING THE FOLLOMANG CRITERIA UNLESS OTHERWISEM01116001# M • s N �M� On (Z� 'I for Ali solid sawn lumber beams or typ. BOIL run) 1% 5 �( )K rop bo�sms or (Z)K fbr flush berms NOTED IN THE TABLE: 41 1 f*AM 01 11 f' ~ 0 LVL h i ew i s req 1w an shoINR'11 011 pian sbo�w and by. (Soo delaii "L" of shoot 5-Z ftw corns bolt A W1000 SMEATING TO STUDS NAILING SHALL 8E 8d OOMbiON NAILS. B) GYP. BOARD TO STUDS NAILING SHALL BE 1/�" N sc¢Eos Installagon �G I I,o G fl�T wA u. C) SOLE PLATE-CONCRETE SLAB A"ORS SHALL BE 1/r#IME-fiSft :Snt L, A4&5 FOR EXTERIOR WALLS - 1) HAIL WALL SHEATHffic"7"wex 1;;n NEAR REQUIREMENTS OF SH W ' TABLE V3F.1/2`e x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS /�l5 NEf.9G9 To SAtts� 6oLT SHEET S-2 �OMMON EXTERIOR WALL uG BY TABLE SHALL BE NAILED W/gd SNOT COVERED ea NAN.s RooF SHEATNlNG HAILS ON 6"/'12" O.C. REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR o 4 0.C. DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING BOTTOM CHORD NAILS 2) NAIL ROOF SHEATHING TO SUPPORTING TRUSSES/RAFTERS f OF TRUSSES �4)_12d T'yp) �2)—Qd� NAILSTOP CHORD CaMMOH NAILS ON "�4" W 8d 4 O.C. WITHIN 4 EDGES AND CORNERS FT. OF RIDGES, HIPS, VALLIES, == 4)-12d NAILS GABLE TRUSS r��OVE w � 7/16" OSB SINGLE s' / 12" fib"O.C. - - RHANC3S. HAIL, (BLOCKED) "p) E1/ER ELSE. ON a /a"' 2x4 SCABS LAID s ■ FLAT O 24" O.C. 2)-12d NAILS �� 12" ' _ ■ (MAX.) � ,) IN (BLOCKED) (am SLOES) 30" MAX 2x4 SCABS LAID FLAT AS SHOWN CEILING TYR INTERIOR SHEAR WAIL DIAPHRAGM BOTTOM CHORD ADDITIONAL NOTES: TOP PLAIES INTERIOR SHEAR WALL . 1) FOR LOCATIONS CLOUDED AS 1 . INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE PLAN VIEW TOP PATES ELEVATION VIEW / CASE II - INTERIOR SHEARWALL TO ROOF CONNECTION -� BOLTED PER DETAIL "B' ON SHEET #S.Z. PRE ENGINEERED FRAMINGTRUSS FALLS ALLS ON ONE SIDE OF WALL) 2) ALL EXTERIOR WALL OPEMNGS OTHER THAN THOSE MENTIONED ABOVE SHALL INTERIOR SHEAR WALL tN.T.$) ad NAILS BE BOLTED PER DETAILOr ON SHUT #5_Z ., TOP PATEO 4" O.C. ROOF SHEATHING �4)-12d NAILS S2)-12d NAILS , 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES-OF BEARING WALLS AS SHOWN ON rn') tTMp) ` SCHEDULE 'A" ON SHEET #S.L. STRAPPING WILL -BE ADEQUATE TO RESIST SHEAR FORCES '= =` '4f - '= 2x4 SCABS LAID ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. TM24" (MAX) FLAT o 24" o.c. TOPCHORD NOTE: (MAX.) UNLESS RULED 07 IE 9U BY TAI1 ENGMIEER OR CONSTRUCTION P• GABLE TRUSS PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF TME spccm - ■ '` :• BLOCKING NAILS CONSTRUCTION SITE, THE UNDERSIGNED ENGINEER RECOMI�tENDS THAT 4) THE ALLOWABLE SHEAR ViV.UES OUTLINED IN ,O 0 FOR BOTH EXTERIOR ec INTERIOR WALLS �4]1-12d TYP) AT LEAST Two 2 25 Tt. DEEP 901E WRINGS HAVE BIEENWALL CON � ,�1. BY 18X TSD ACCOMODATE THE USE OF 02 SPF GRADE OF LMI ER F(R -- -- -- -- uWO ( ) F GS BE PERFORMED AT THE SITE OR THE PURPOSE OF EVALUATING THE DEEP SOIL, FOUNDATfON `LE;*-END �2)-12d NAILS �2)-Qd NAILS CONDITION MID TO INSURE THAT THE SOB. DOES, NOT CONTMN pOCK�OF UNSUITABLE SOIL (I.E ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC. (sm �T W. S-5 RM Sfft-w H. DET s R 1�i�►�+�i A sates 11 It too ■ TMT MAY AIL) Y CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT.x4 SCABS LAID CEILING BOTTOM CHORD HOWEVER, 6 fL DEEP SOL BORINGS SHOULD 8E PERFORMED To ESTABLMN DIAPHRAGM _ BOTTOM CHORD `N y - wAppwww � � OF TRUSSES FLAT ® 24" O.C. THE DEPTH OF SOIL EXCAVATION AND WKFlLL. MUtrtBER OF BORINGS (4t3 C C N N •' (MAX.) INTERIOR SHEAR,WALL SHML BE RECOMMENDED BY THE SOIL ENGINEER. Z )MONOLtjVjL TOP PLA TES -- WALL 040 FDO Ti N Cry %art%,�' A 0 PLAN vlEw No t son. BORING Ir� ,ATIORv Is PERFORMED (I.E. 25 rL DEEP R - ELEVATION VIEW SOIL BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES,THE FOLLOWINQ w/ 044 4 folzi CASE I - INTERIOR SHEARWALL TO ROOF CONNECTION 7W UNDERSIGNED (I-E ENGINEER) HIS NO KNOWLEDGE OF.ANY PRE ENGINEERED FRAMING (WALL IS gETyM TWO TRVSSES SUBSURFACE SOIL CONDITION REPORT: THUS. ALL FOOTINGS ARE DESIGNED N Of au.Tsa ) AS SHALLOW FOOTINGS BEARING ON SOIL THAT P06SESSES A MAXIMUM _ . �folft • CONDITIONS EITHER THROUGH SOIL WARING-PRESSURE Of 2000 PSF. � C�CMNTRACTOR FOUND ANY ORFFERINC �4"yy x 1 " REPORT 2 H R s� OR SOIL t1E]iiOlMlt.. THDi ____-._. ( ) (.) THICKEN ENGINEER OR SMALL BE l 004ED AND POLE FboyM CONCRETE SLAB W/ (2)f L_L_ DOM (LE MAT FnU11407101 OR PILE FOU os CONT. NDA110N) MAY HAVE --—----— -- ._ __..._ NOT* %I) 'TO K MIPLEMENTED PRIM TG WITH FWVINGS WW4C, t!■� w"■./� ttl� �,wr .�� r� ..+.�. �� ....��� �� .r• .�..-r i-.� �� �..r.�..r..� �. r.- .+� �� �" r.� �./��r■� I.� -mom a- __r -0-- rte- -- •wft w� �+. �...���ter. �► .�� .� r .� ..r r r�� -r1 r ....� i a I0 r•...Y, C)IDQo�. 7 V) ::-5; -Lw Q LL I 1.. oum 0 i o jj 0 w Icl- cn 4"' THICK FIBSRXZSH R=INFO C .__I Z O R 8D SLAB ON t3RADS CL Q U _ I Q TO B$ POURED ON, CO)tItP11CT=D PSR SPEC'S, DAMP IP� � � � Q � � tl -PROO!'sD M/ 6 NIL TRIC VAPOR BARRIER, CHBMI CALL W, � zco TREATND FOR TERMITE CONTROL, STRUCTURAL FILL.. J� � j � � � I I � 4=0 own. f•. �► �- (♦� .!� �- f! --. �. ..� �r �� �- ry fes- O � -F+- 4 - �• 40- So- �� �. ..�. ir- fes. fr• fes. �� fes- 4,000 •�� �,► own--� f� r. fm" !. �.�.�► 0011wjr� r.... fes- r_. �...-� fry snowr•- �•• am-fi- �..-�M r_.4. 4q. ' ,...,,:.. -^--ti r•_.....-._._.....-.___. :.mrwxx:++.ww:er..ww..wew..w•;wr..s.,. '0 N O � Z Q N 3 N Y 0C1 > W 0FILE f610PY wo a LJG ENGINEERING, INC. F IL �-� P IN IPAL ENGINEER: LOUIS J. GABRIEL P.E. # 39476 419 SOPHIA TERRACE NT AUGUSTINE, FL. 32095 0 904 0: PH 25-2324 5'Z ( I6 10-50 MLb THE PLATE HEIGHT REPRESENTS THE TICAL SCHEDULE "C" Desisrn Criteria * *. UNINTERRUPTED SPAN•LENOTH OF TH STUD. •- CONTINOUS BRACE CAPAB OF TRANSFeRING RECOMMENDED STUD SIZES AND SPACING 1. Live Loads IF ROOF TRU88 �._... • HORIZ. Roof...........20#/Sq. Ft. LATERAL LOADS TO SHEAR WALLS DO S EXIST WALL TE HEIGHT STUD SIZE SPACM ' THEN THE SCHEDULE SHOWN ABOVE ES NOT _ ••• - IT N 1 " ..•... N. 2.Wind Loads .. .._. .... .. ....... .. ., .. .�...... SCHEDULE 8 -oH -�I '2x4 • 1 s -9 b. � A . APPLY- .,. Three Second Gust Wind Velocity Per FBC-2004 w/2006 Supplement, 120 _ 10`-0" THRU 14'•-O" ' • 4x6 '. ' i 6" Mph,l(Importance Factor)=1.0,Wind Exposure"C",Category";i"Building � A ��/ CCPi-(+)Or(-)0.18(Enclosed Building) ROOF. TRUSSES STRAPPING SCHEDULE 1'v-1" I/ RU 18'-5* 2X8 16 " • • ' TOP PLATE OF BEARING MALLS (PRE-ENGINEZERE 3. Components sCladding Design Pressures "** : FRAMING) 191'--0" TI#tU 2Z'-0" 2x8 1 x' Roof=21.6 psf,-72.65 psf(Anywhere),Overhangs(Anywhere)_-117.74 psf , .GENERAL STRUCTURAL NOTES. 2x10 1Z • TRUSS Na. OR . UP�.iFT TRUSS TO T�QP Walls : a= 11.25 ft. .'• i OESIGIVA • Zone Effective Wind Area(,sq.ft.) Pressure(asfl 1 IT IS THE INTENT OF THE 'ENGINEER THAT THIS WORK BE IN CONFORM WITH ALL 4 10.0 37.3 -40.8 QN Qbs) PLATS..OR TO STUD t z"rT'�#Ro ., • _ Ta PLATES TO FOOTINGS REQUIREMENT'S OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 4 20.0 35.82 -39.0 RoJ� AND OCCUPANCY. ALL CONTRACTORS SHALL. DO THEIR WORK IN CONFORMANCE P SHEET CONSTRUCTION 4 50.0 33.64 -36.83 WITH ALL APPLICABLE CODES AND REGULATIONS. 4 100.0 ALL 'Russ ENDS EXCEPT ONES SI AT THE J08 SITE PRIOR 5 10.0 37.3 -50.32 TUNEp BELOW o- (goo HsSq ;S 1M f soN 9 C lIpS 1/2"e �tE . Ro, SPACED , ' 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHO ON SHEET �S TO COMMENCING WORK. � 5 20.0 35.82 -47.0 LOCATE ANO BUILD INTO THE WORK ALL INSERTS ANCHORS, 5 50.0 33.64 -42.49 - 3) CONTRACTOR SHAD. SUPPLY, 5 100.0 31.9 -39.0 ANGLES, PLATES, OPENINGS •SLEEVES, HANGERS SLABS AND PI MES AS MAY *** plus and minus signs indicate acting toward and away from the buildingsurfaces BE REQUIRED BY ATTACHED DIZAAWINOS AND TO ACCdMMODiATE OT'I R WW NOWT SHOWN ON THE DRAWINGS. respectively • N/A (01'.. /Zoo Z)HZ•"*SIk fS01Ji CLIPS t 1/2-0 STEEL ROgg.SPA( 4 THESE DOCUMENTS ARE THE PROPERTY OF.THE ENGINEER AND-MAY NOT BE USED'OR EO AS } OUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. • SHOWN, ON SHEET REPRODUCED WITH MWEEi�o sa�lEot 6'; V.04.0, S •THE DRAWINGS .ARE INTENDED TO BE TYPICAL AND oorec'rtow 'ALL DETAILS AND SECTIONS SHOWN,ON � ��� - 5} sl:'wNER� IN THE WORK ` �. •.• • t too M � ! SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATIONEL ' EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, Band joist to dtt or cop .we°ail 8d 6 in.O.C. +. .. EXTERIOR 'WALL OPENINGS, 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNED Joist to baud joy fag 16d common 3 �,E , FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHAD. REPORT ANY DIFFERING STRAPPING O TOP da BOTTOM EXCEPT AT _-- TO THE DESIGNER PRIOR TO COMMENCING WORK, Joist to AM or Birder,we 8d common 3 GARAGE DOOR & OTHER LOCA'I�ONS SHOWN CONDITIONS . ON SHEETfte4OF THE DRA0 RACTOR'S SOLE RES NSIBILITY TO DETERMINE ERECTION PROCEDURE'AND Bridging to joist,toe nail each emd gd taoaanorl 2 WINGS 7) IT IS THE C NT PO tNTSJ ! + '� M•••-+•.��MY.Aw..y.r.. SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING Lexiser strip 16d common - ERECTION. 3 at eadl jo�c . 4N STR U CTi DN NOTES; Ixb or kgs subfloor to each joist,fag nail 8d common Z .w. • '-'�/t'�'•05 b of, `12."Q Ywooz oN ' Over 1x6 aubtloor to each joist,fag nail gd aoasrnoa 3 ' PREENOiNEEREQ ROOF TRUSSES tdE114 C G . 1 ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL. HAVE A WIN, OF 3000 PSI 2-�subfloor w joist a girder,blind and fag�t 16d common . } 2 � NUT r COMPRESSIVE STRENGTH AT 28 DAYS, SLABS ON 4RADE MAY HE CONSTRUCTED W/4500 PSI CONCRETE, Sok plate to joist or blackins,face nail 16d common 16 in.ac. ' 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EnM THE SURFICIAL. SOIL OR UPON or sok m 3"X 3"X 1/8 ' , 1bp plate stud. � Dail 166 co►aoaaaa 2 rloP Puna 40? �,COMPACTED TO A DENSITY OF AT LEAST 9159 OF STANDARD PROCTOR MAXIMUM WASHER STRUCTURAL FILL. ONE 'FOOT t BELOW THE BOTTOM OF THE FOOTWG. . DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST • Stud to sole plate,we nail 8d common 4 Cl HURRICANE STRAPPING PER 3) SEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER 1HE E STING FINE SANDY SOILS, Doubled studs.face nail IN common 24 In.oc. USE (2) ROWS ��qq � C2 Zxa opt COMPACTED S111UCTURAI. FILL» THE BEARING of god COMMON ��� sA" ON SHEET � �.L WHICH WILL REQUIRED PROPER COMPACTION, OR IN � TOP PLATE ' CLTZxIt/St:+� SOILS, AFTER COMPACTION, SHOULD E IBIT DENSITLEB EQUAL. TO Sax OF THE MODIFIED Dares mp per,,�,,,d 1od w►ii.s ® ;2" o.c. aF WALLS SItwT s-1. LEVEL MAXIMUM DRY' DENSITY ASTM D166� common 16 in.oc. _ � ' PROCTOR MAX C IW c���-s�,�nx STEEL SHALL BE ASTM A-••615 GRADE 60 STEEL CONFORMING TO ACI 301, �"�'' 's'dr'eC`i0"s 010e"a0 - 2.16d or 3-1od common �) REINFORCING , D PRACTIC LATEST EDtT�QNS. � SIBAPPIN© e TOP 315 ACI 318 AND CRSI MANUAL OF STANDAR Continuous heads•,two piece: 166 common ; ► ,,,,,,, c1t,t.s� ACT 16 in.o c.along each wv TYPICAL OF (2) 2 x 6 THRU (2) 2 x 12 SOLID SAWN LUMEIER 11�2"0 JW'.�1*Ro&s 14P*'�stitlp soap ICAL AND HORIZONTAL REINFORCING STEEL. IN FOOTINGS SHALL BE Coiling joists to plate,toe 8d common PER SH T w RAP 5) ALL CONTINUOUS VERT 3 . SPLICED A MIN, OF 36 BAR DLAMETERS OR 24", WHICHEVER IS GREATER UNLESS 1 LAP HERWISE NOTED. Continuous header to stud. wil • . 8d c'o'mauo° 3 = w j � .. SIhIALt. BE 3 In. MIN. FOR REINFORCEMENT. Ceiling joists,laps over 'boas,fag Wait ����' •G CONCRETE COVER FOR FOOTINGS - 3-16d at 4-104 common • 6) THE MIN C FOOTINGS TO MAIN REINFOR EMENT)..................:..3 InOhes Ceiling •Gists to 6 USE (3) Rows 8 F00 ( g j panikl rafters,face Wall W OF 12d COMMON CURLER . ��i TO SLAP 4 09roM SLAB ON ORADE,.,.,,,too,,•,.•..............•..........•..,,.•...o.,.CENTERED 3-166 at 4-10d common NAILS ® 1 2" O.C. . •� I . E•RENT I'-•0" AROUND CORIVLRRS OR Rafter to plate'we"ail 8d common 3 w STAGGER NAILS D FOOTING BARS SHALL B OR aRIxoNTAI BEAM AN ON 80TH SIDES. ER DETAILSTRAPPING7) N '«. " 1-inch brace toe � ?/I�"psg L TOP a BOTTOM CORNER BARS WITH 2 0 LAP SHAD. BE PROVIDED. each scud plate,fax Wall 8d cow 2 " ta.tsa OLSTERS, ETC. NECESSARY TO SUPPORT Ixs or less sleuthing to bearing,face nail 8d common CN.T�S,) 8) CONTRACTOR SHALL PROADE SPACERS, CI•I'AIRS S CONCRETE SURFACES 2 ORCiNG STEEL.. SUPPORT ITEMS WHICH OR ON EXPOSED OF-�-2_x_ .�_2' x 12" SOLID SAWN LUIwBER REINF NLESS STEEL. over 1x8 sheathing to each face Dail 8d common 3 � SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED '0R STAT • Built-up corner studs L REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRAM FOR 16d conn wa u In.o c. �� �' RES ACI 3 5 LATEST EDITION, UNLESS DETAILED DETAILING REINFORCED CONCRETE STRUCTURES ! guilt-up girders and beams, f three mernbet: �tut'TI� ftlerdibER '• . OTHERWISE ON THE STRUCTURAL DRAWINGS, �oo,omon 32 in.o.a at top and CONNECTION �E�'(.}l L " boom�" ..Rods 2 emeL and at each N•T'3 � �/2"� 1'RIZ�� I ACCORDANCE WITH "THE BUILDING G;0E REQUIREM S _ splice Cr L CONCRETE WORK SHALL 8E N " PER SHEET �$:•�, HR fOl �' ..�os�� SYSTEM' 1a AL N CR�) ANo sPECIFICATIoNs Fold STRUCTUIZAI. CON 2-arch planks FOR CONCRETE" ACI 3og1 LATEST EDITION, � 166 common 2 east,beano: OR 8U1L.DINGS Acl � setas� c��P��� I N STA LATi ON INSTRUCTIONS F sole plate.and na;l 16d common 2 each and *• Y Wood Stru wd Panel Subtlocri%7 1) DETERMINE THE STARTING POINT AND MARK EI ,�A UNLY •, 13/32 in.,th in.,7/16 in. 6a common,annular or 61 o.c.edges and � i------- - � -'-__-�- --_- - ------------�-- --- ----__-, _ ER THE MASONRY UNITS SHALL BE ASTM 0910-75, HOLLOW LOA6-BEARING CONCRETE :pini dad t2 io.o c.intermediate-______ 1 CONCRETE - ------- - ---- --- ------- ---- ---- -- ;-- - -- 1 --- - --- - - --- ----- C �I' M 8 S U , TY1�- ��-ORA9�--I��-1-�ARI►�4�-�� - -A~�IIN.- _ _---------- ------ ----- ---- -- - -- -- - ----- --- - ---'-- - ------ ._ ------- -- -------'------ _. ' ' � •GETS" ARE usEO OR BOLT LOCATIONS POUR ON E HARDENED CONCRETE IF EPDXY ANCHOIRECTLY MASONRY_ - _ 19/32 in-3/4 in. 8d eommou or 6d anrwlar 6 in.o.c.edges and : ' , i OF 2000 PSI f ' m 1$00 PSI ). or:pint dned 12 in.o.c.mate I I EPDXY GROUT 'AR USED, R BOLTS 2 MORTAR SHALL CONFORM 'TO ASTM C270 AND BE OF TYPE M OR S. 1 in.,t 1/`in. 10d common or } 8d amulet or spiral du�ead 6 in.o.c.o.c edges and i P ' }ismt CORNER LOCATIONS SHALL BE PER DETAIL "L" ON',THIS SHAH. BE GALVANIZED TRUSS-TYPE WITH 13/n in.,1/z in.,7/16 in. I SHE . 3) HORIZONTAL MASONRY JOINTS REINFORCEMENTCOURS� �� �8 �� O.C.. t 16 ga ta;vaniaed wi3r+e:tapes,3n in. 4 in.a c.=ate and LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK MUUMUU crown 1510 in. lengdr 7 in.o.c. )''INST LL COUPLERS, WASHERS & NUTS WHERE 6 in, 19 3 RE REQUIRED /3s ln.. /�in. 16�a salwrriaed wire ,3h iD. 21/2 in.o.c.edges Ina CONCRETE FOOTING PER ETAIL J ON THIS SHEET AND PER MANUFACTU ' Q G minlnMllD croM►n 13h in.lengd1 4;h.o.c.intenDediate REC MENDATIONS, RER S 1 ALL WOOD FRAMING SHALL BE SYP 2 AND INSTALLED PER AIT( AND TPI AND NATIONAL Wood Structural Panel Roof dt all SheaftS and TIONS FOR WOOD CONSTRUCTION ` Par debwd Wall Sleuthing GN.SPECIFICA h 1n.or leas i ' EPDXY G*ouT SHL u, $� •sr s�►�, l�c,R.rl,l� ����r�� DESIGN. 6d common(wall) 6 in.ac.edges and 4(Z K'f '6 ET• Sd BOLT RUN DETAL HE FOLLOWING MIN. DESIGN VALUES. common(roof) 12;n.o.c.intermediate �TY� . z) ALL STRUCTURAL WOOD MEMBERS :SHALL HAVE T � LAM. VENEER LUMBER 19/32 in.or Sir 8d common <N,TSJ g� 9S S44 8 LI. CON�O�.�t1 ''("o �" v F 6 ice.o.c.edges and ,�r,,.�wT }{� ��d?VI I2t�M E�ST.S SAWN LUMBER Fb � 2,600 PSI I2 in.o.c.intermediate 840AWN u8 ,an 0) • ! _ S"� Tm ,��� � mt Fb X0 1120 PSI 3h6 in.-1/2 in. r^r•...wi..r F1/ m 90 PSI Fy " 288 PSI 16 a galvanized wine staples,3h in. 4 in.ac.edges and . d 565. PSI E w 1,900,000 PSI nw1.croum•Length of I in.plus 8 in.O.C.inarardtam �`•r' .� Fo1 wood stn=mW pond or ! »...�.....,.+.�.......... as 1,455 PSI ddcicreaa .�•• �� � �'soo,000 PSI . .. .. . . E 19/32 in.-3/4 in. ` BLOCKING REQ'D. s CATHING SHALL, BE ? 1 e" ORIENTAL STRAND BOARDS (OSB) OR SERER, 16 galvanized wire atapks,3/=in. 2 in.o.c. 4�0 0 SNeA7HNO QNT ' 2x4 out�lOki 3 ROOF dt WALL H nun.crown.Leingdr of l in.pias sin.O.C.i M`��"�`°� „"-",,,�.r,�,,. ENp 9EnNEEN OUTRIGGERS SPAN RATED AS SHOWN ON THE DRAWINGS4 wood Fullimesuuca" I or *w• - 1 O 40 a /--NURRIOANE OUP Hso .6 7/1d" STRUOTURAL ROOF' SNEATFlNO U HANGER ori EpUAI. O 4a" 0. 9 CONT 2X4 SCAB FROM TOP TO WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETENd t QOTTOM OHORD TO SERVE AS NA11.ER 2x4 BARGE RAP1rEIT COOT, FOR X-BRACING 0 8' 0,0. . 4} ALL SHALL 8E PRESSURE-TREATED. � - - `. OR SOIL • sHiN01.E STRIP BOTTOM CHORD OF COMMON ' . O �CH �����arirr t a+��a at r au r � w PROVIDE CUP FOR 400 lbs. ALL FASTENING DEVICES NECESSARY AND SUITED FOR ! OF LATERAL SHEAR 6 CONTRACTOR SHALL PROVIDE .. D GALVANIZED TO ASTM � TRUSSES o 3a O,Q, , � APPLICATION, FASTENING SUBJECT TO MOISTURE S1.1AU. 6E HOT-DIPPED � � "r� I FAso1A APP ICATIO, �Rn Mode1, No. � and Lm of fes is r•e"'•IV ftAX O%d'-" O a 0 I � 126 NAILS 0 S" O.C, .� BOTTOM CHORD OF (ABLE �.s�r000 wo arm • j� ° END TRUSS WITH A.I,S.C, SPECIFICATIONS, ! TOP OHOPID of oaaL ENO . RI TIONS SHALL. COMPLY LSTA36 26 1 Od s•�.° , 1 1RUs8 DR00 5-1/2" (3) 12d NAILS g) ALL METAL CONNECTIONS AND TU FABRICATIONS•BE HOT-DIPPED GALVANIZED TO ASTM A-1b3�-80. ( ) a• A «� FASTENING SUBJECT TO MOISTURE "_°"""►•"• � scAe OONT, TOP To . DOUBLE TOP PLATE ' LSTA24 ' .�• •�0'TTOM CHORD O 011~ ' � ° Q BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, (18) 106 7) SOU � �M � ' OPENING . '• 0 THE FABRICATION OF STUD WALLS MAY BE SPF J2 LU28 8 1Od fie Header .' ' 8) GRADE OF LUMBER TO BE USED FOR ( ) sa sem ,,, ` INSTEAD OF SYP #20 ( 6) 10dx1 '/:" to joist Au LL p ooNT. 2x4 saAB FR Top iu17 Ur /OT • �.V r1/��.\t` QY 't�r ' z"s .w.e No Ice NOT PRESENT ' : 1 ROT!OA ON 4x4'a A OAB+. E.�Q TRUS • B EN HU210 (8) 16d to Header ' ; i I TO Fpm M��� .� � COMMON tRuss SAND FIRST 00 (4) 1Odx1 %" to joist 3 1Zd (TTP 'I cgtt•r. 2xaxa' z sem,�►TERa. �0 BOTTOM CHORD RAOE 0 t.44.o, 1 QABLE END TRU 3 126 ISO • •� H2.5A (4) 8d to rafter ( 1 . NAILS S-IpWNNG LATERAL BRACE R-„.�.U►� BRACE TQ { (4) 8d to top plates ft$ mom ,' QONT. SK4X0� gyp (2)-2xa TOP PLA GABLE END TRUSS P"M CM -PLATFORM FRAMING. I MSTAM36 13 106 to U NOYH Of X- O MAY LAo Z4t"as s s s � �• <N.T, > ( ) wood Xa TUo 01a 0, s. �,w,,,,,,,�,,,,,,�, NOT QGOEEO 10 Me V LENGTH D= 20 �0 0 48" 0. " . ►,►� a ,wc yaw rs n�■.s� 10 fly AOTM& BOAR 18 ROWD. 111TWN C' .w.M.,.,...,.,, (8) /. diem. X 2 /. titan screws •�•�kw asp•�•�.�� 0Ae1.E dt 1='IRSY•TRUSS ' ' MISCELLANEOUSFOR /�I�sPH !4i'!" O.Q»�CMUP MUST(10) 1O�X1 �i=� to sa,d . • - Pitovili A MIN. 7YV 1)4 K'fine 1 '• �`f"A i 1...� • PLATFORM � . of FRAMING ATL"t SCAC", M�P•� Ro" �.. .... ..�... oAel�E - � 3 � �� •�RAwlla� END N le, ScO'fl GN, �„ •• „ •� W�T«Sa _ DRA BY1 APPROVED SY1 , ed By ' LJG ENGINEERING, INC. •�••-•-;;, 1"NRovGt4 v��i►� 5-2 S � 01 VED syt LJG S�IEE slur t �. LOUIS J. GABRIEL P,E. # 39476 I 9~ , aw ' o �ZI6 419 SOP IA TkRRACE 84i1t. AS NOTED -ST. AUGUSTINE FLORIDA 32095 �•-2• 1 • �NTERNP ) OSO CJ E.�1 DESIGN CODES 2004 FLORIDA BUILDING CODE (04 FBC) 2004 FLORIDA PLUMBING CODE 2004 FLORIDA MECHANICAL CODE 2005 NATIONAL ELECTRICAL CODE (05 NEC) 2004 FLORIDA FIRE PREVENTION CODE (04 FPPC) ASCE7-02 MINIMUM DESIGN LOADS 12 co 4 M BUILDING DATA (2004 FBC) • 10'-� 11/16" i BRG OCCUPANCY CLASSIFICATION MIXED (EDUCATIONAL/DAYCARE) Z CONSTRUCTION TYPE V-B UNPROTECTED 8'-1ys, 4'-0" 21'-0" 4'-0" BUILDING AREA (21'x134') 2,814 SQ.FT. R-30 BATT OCCUPANT LOAD (1 P/20 NET) 113 (2,499 SQ.FT.) ^ INSULATION 3 TAB ASPHALT HANDICAP REQUIREMENT ACCESSIBLE ® TOP CHORD OF SHINGLES OVER (1) NUMBER OF STORIES ONE TRUSS LAYER OF 30# FELT O O o 7/16" OSB NAILED 6" ZONING CLASSIFICATION (CG) COMMERCIAL GENERAL N EDGES & 6" FIELD W/8d 12 C r NAILS (UNO) 4LL_ 00 EXPOSURE (,� J d O %101 ��/ j -- - N. = I FIN FLR p'-p" z or < Q ^N DRAWING INDEX Lu �t wmO �t GALV METAL DRIP EDGE A-1 SITE PLAN / TYP WALL SECTION 0L w md0, BUILDING SECTION • A-2 FLOOR PLAN � � PRE-ENGINEERED WOOD ® r7 — W ROOF TRUSSES 6 A-3 ELEVATIONS Ln z U X SCALE: N.T.S. 0 A-4 LIGHTING / POWER U O < 0 A-5 MECHANICAL PLAN OL 0 A-6 PLUMBING PLAN v O _ � Q W � 1X4 PT TRIM " TYPE "X" GYP BD. VENTED PLYWD SOFFIT 2X6 PT FASCIA CONT SHEETS INCLUDED SIMPSON H2.5 HURRICANE 4'-0" CLIP EA RAFTER (UNO) ❑ SHEETS NOT INCLUDED IN PLAN SET co a (2)2x4 #2 SYP TOP PLATE CONT 2X4 STUCCO BAND OPTIONAL Y2" GYPSUM BD 3/4" STUCCO FINISH ON GALV. METAL LATH OVER SYNTHETIC - HOUSE WRAP ON 46" OSB WALL SHEATHING NAILED W/8d NAILS 6" EDGES & FIELD oo r ® j Y2"O THREADED ROD W/2x2xYa" r p WASHER ® 48" O.C., CORNERS _ & EA SIDE OF OPENINGS (UNO) Qw j FUTURE p V RETENTION I POND O �, m -1 2X4 SPF STUDS 0 16" OC a LL_ � < LOCATION OF EXIST Ld p_ PROJECT CLASSROOMS EXIST EXIT CONC WALK a 10'-0" CONCFELLOWSHIP V WALK 5'-0" HALL EXIST Q SANCTUARY GRAPHIC SYMBOLS NEW CLASS E O ROOMS EXIST CONC WALK H R-11 INSULATION 1 1 HOURe a SECTION NUMBER 10'-0" WALL qi 2x4 PT BOTTOM 2p tD iD < O PLATE CONT SHEET NUMBER 00 SECTIONLJ N 4" THK CONC WALK. SLOPE AWAY FROM 4" THK 3000 PSI FIBERMESH BUILDING 1:50 CONC SLAB OVER 6 MIL VAPOR SECTION NUMBER BARRIER �Y o1, I. 1 TAI SHEET NUMBER WEST 1 DTH STREETITE PLAN := S - AK1 63j I ALE: N --I I - SCN. — A10 OR I I 1`—CLEAN, COMPACTED, I - - TERMITE TREATED FILL ELEVATION i _I 16" (UNO) 8d 3000 PSI CONC FOOTING PARTITION KEY W/(2)#4 REBAR CONT TYPICAL PARTITION TYPES WALL SECTION SCALE: 3/4" = 1'-O" NOTE: O DOOR MARK1050 MAYPORT ROAD, 1.) SEE ENGINEERING FOR ALL STRUCTURAL REQUIREMENTS DOOR ATLANTIC BEACH, FL. 32233 LL_0 � < N flEM/ c; G W Q la EQIPMENT TAG VICINITY MAP O U w _ wU11-- 0 99 c�now DRAWING NOTES -j m z �- 0Q � � ---- _ Q ROOM NUMBER --�:� ----- W Z zm a 28 t �-"" ''f�. PROVIDE 5ii3" TYPE "X" Q EXTERIORGRADE EAVES AS 5'-5" Q ROOM ID ~� j- / INDICATED BY HATCH 7 1 _ _ � LINE OF WALL BELOW R FINISH NUMBER '�_-_ fi �_Al `` ------------------------------ ----------------------------------/ ----------- -------- - ----- if ==� . I 8' OFF-RIDGE VENT FINISHESr. TYP' �• �_� j�,�� � RIDGE RIDGE � /I - M�� STEP DOWN 0'-0A.F.F. �10 '4 L- ----------------—————— ————————— —————————— ————————————————————————————————————— m Z O O O ELEVATION TAG �" + -_ LINE OF WALL BELOW 0 � 3 _ o f ` �� > n 1 +�; w o o 0 o �d - l � 5'-5- COLUMN -5COLUMN REFERENCE GRIDS ,Ned gy ROOF PLAN r on Jae oo SCALE: 3/32" = 1'-0" ( LL O v P �NTERNP�� I Z O0 N U � � -- J BRG �Y g'-1J�" � L� 00 O �-- z LSI 1r c/)Ll Ll M 0 It i rn0 a w _, E ELI1 J Lv E E ff) > U �� M Z I I 1 4" STUCCO i I U O L I BAND TYP ! f Y O FIN FLR p'-p" U Q 0 W 3 SOUTH ELEVATION SCALE: 3/16" = 1'-0" rag r CC V Q W _ S c � L0 8' OFF-RIDGE VENT TYP. VENTILATE ATTIC P/04 FBC -SEC.2309.7 ASPHALT SHINGLES 4 0 BRG 81-1.1V 000 � DDD ❑❑ oo ® D � � ! DD � � ( � AN 1t;:ifI o . oo CONTROL oa © asno © In 0 .,5 ! JOINT FIN FLR p-(D CONC SIDE STUCCO FINISH WALK NORTH ELEVATION SCALE:3/16" _ ,'-0" 0 � U = N OO � U N Q " m V) LTJ < J 0Um0 W (_) - C) V) 0 w 2 " a- Q � Q 12 ,z 2 W MMQ W Z Q4 4� Z Q Q BRG B' 1 J8" V ! ... BRG FIN FLR -p'. FIN FLR 0'-0" . . . . ,. p' . . 0_. WEST ELEVATION O_LASTE�EVATION SCALE: 3/1 _ ,'-O" SCALE: 3/16 = 1'-0" F w Z o 0 0 0 o w 0 0 o Wed � rn LL � • W V I ��✓rE �\O�Q. m ) 050 MaL� 2x6 PLUMBING WALL TIGHT AGAINST (1) HOUR 8,-6„ WALL w/ Y2" MOISTURE U RESISTANT G.W.B. TO 4 A.F.F. ON EXPOSED SIDE. DOOR SCHEDULE STANDARD X G.W.B. NO. SIZE MANUFACTURER MODEL TYPE COLOR QTY REMARKS FROM 4' A.F.F. TO TOP 100 3068 MTL to ENTRY DOOR HARDWARE OF WALL A3101 2068 IAASONITE t PRIVACY LOCK 77 o HARDWARE TO BE ADA COMPLIANT N Z2 PROVIDE CLOSERS FOR ALL DOORS DOOR #100 TO HAVE MAX. ho THRESHOLD HIEGHT. o � t 00 6" 36" MAX Z0 = t 0 \ L GRAB BAR Qof I U N N WINDOW SCHEDULE z Lu o It o B NO. SIZE MANUFACTURER MODEL TYPE COLOR QTY REMARKS w rn o W aLu .� \1 / \` � A 3050 HS 9 7 J tt 60" 60" I Ld TURN-AROUND ( I TURN-AROUND I to > UX LL LL_ N m 18" 42" V 1 Q 0 Ld -8" H 3'-6" 5'-0" r p� Z Z V d 102 0 101 0 3'-6" MENS '" 5._0„ WOMENS a a 3 3 0 0 Z Z J Zm Q m Z � 3 � 5, 0 0 a o N M x = fq � a /\ r - Z V a � LLJ W S 60"x59" 60"x59" ICLEAR FLOOR - I CLEAR FLOOR M _t Q SPACE SPACE 6" 3' 3'-6" 1 > 30"x48" I 30"x48" I I m cn > 'a! CLEAR FLOOR ( CLEAR FLOOR cn SPACE I SPACE CL.Lo r- i I 0 ° � 1 � URINALS 18" t8V-6" 18" FROM FIN 18" FROM FIN WALL TO WALL TO CENTER LINE CENTER LINE ACCESSIBILITY OF TOILET OF TOILET DETAILS SCALE: 3/8" = 1'-0" ENLARGED 4Y AP 1(i:4() FLOOR PLAN A2 SCALE: 3/8" = 1'-0" PROVIDE NON-ABSORBENT MATERIAL © PERIMETER OF ALL RESTROOMS TO 4' A.F.F. EXIT DISCHARGE 1'-4" 1'-4" 13'-4" 2'-2" 13'-4" 2'-2" 13'-4" 2'-2" 13'-2" 2'-2" 13'-2" 2'-2" 1'-1 , 10'-8" 6'-10" 1'-10" 14'-6" 1'-10" 7'-2" 1'-10" 7'-8" 1 HOUR WALL CONSTRUCTED AS PER ■ 5'-0" U.L. DETAIL U371 100 100 100 100 100 1 100 100 - 100 -------.....................- --- v N TRAININ I I c (y) ►� � � O T N% Mo LL 101 - , :r I o U W K , F&I o = I � Ii i; ; N 10 2 I 101 V) U I Q FOLDING FOLDING J PARTITION I PARTITION it II • N I \� MENS / 0 1� WOMENS / 0 I I-- w WALL I! WALL li w 6'-10" 6'-4" / / Q m � I I z 11 II z� U � QQU � Q _j F 1 109 �� 108 ii 107 106 105 I 104 103 W © A3 CLASS ii CLASS ;; CLASS CLASS CLASS ■ CLASS SCREEN CLASS I 7' HIGH I Z Q ROOOM ROOOM r• ROOOM ROOOM ROOOM < ROOOM WALL ROOOM z cN OCCUPANT LOAD = 20 I; ~ OCCUPANT LOAD = 20 rn Q 11 • V !, 04 I l� NOTE: I� WITH SCREEN WALLS OPEN it THE OCCUPANT LOAD IS 49Lo Ii I r p • �.�..��.EX�:ESS�.�0 m o I 5,-0" 1 7'-7" 16'-10" 16'-10" 7'-11" 9'-8" 5'-8" 7'-6," 7'-10" 9'-6" 9'-10" 8'-0" 8'-4" 9'-0" 9'-6" A2 o } i � V. E%134'-0" Z 0 0 0 b o n o Ir0 0 0 FLOOR PLAN SCALE: 3/16" = 1'-0" e,,; 2001 Co LL 0 W �TERNA��� o so o yt CEILING ELECTRICAL NOTES 1. ALL WIRING AND EQUIPMENT SHALL CONFORM TO ALL CALL 06 — 01 ORDINANCES OFLOCAL CA GOVERNING BODIES 09 02 HAVING JURISDICTION. 05 z CONFORM 08 -- I a /— 02 2 0 ALL SI HING A. GU DELIINESANDMENT WHEREH APPLICABLE. m ` 3. PROVIDE AND INSTALL SMOKLE DETECTORS, 0 I e HARD-WIRED w/ BATTERY BACK-UP. 0 07 4. MINIMUM BRANCH CIRCUIT WIRE SIZE # 14. 4 o 03 I FLOOR 5. ALL FANS SHALL BE INSTALLED W/ RHEOSTATS. Ln a � 6. THE CONTRACTOR SHALL VERIFY LOCATION �-- 0 04 ELECTRICAL SERVICE W/ LOCAL UTILITY. 0 7. PROVIDE G.F.I. OUTLETS AT EXTERIOR, AND IN L� d- m BATHS, GARAGE, AND KITCHEN AS REQUIRED BY D � I o N.E.C. ��- � QNcV 8. CONDUCTORS AND CIRCUIT BREAKERS SHALL BE z Lu < VERIFIED BY CONTRACTOR W EQUIPMENT MANU- 01 ALIGN HORN ONLY DEVICE w/ TOP OF DOOR FRAME, / w m o STROBE OR HORN/STROBE DEVICE 80" A.F.F. TO STROBE FACTURERS SPECIFICATIONS. J ® 02 LIGHT SWITCH OR DIMMER 9. NO ALUMINUM CONDUCTORS SHALL BE USED. -I '�' w . 10. GROUND AS PER 2005 N.E.C. 250-81 , CONSISTS OF 20'-0" "' >z u 03 TELEPHONE OR DATA JACK #4 REBAR BURIED IN SLAB OR FOOTING AND TURNED U oo L` ) 04 RECEPTICAL UP AND OUT OF FOUNDATION OR WALL, SLEEVE GROUND 05 WALL MOUNTED TELEPHONE IN A NON-METALLIC PROTECTIVE SLEEVE W/ ENOUGH V) Q 06 FIRE ALARM HORN OR STROBE LIGHT, PAINT TO MATCH EXPOSURE TO ALLOW ELECTRICIAN TO ATTACH W WALL THE ELECTRICAL GROUND CONNECTION. POSITION _1 07 TOP OF COUNTER BACKSPLASH GROUND TO ACCOMODATE ALL EQUIPMENT REQUIRING >-- IT. THE GROUNDING ELECTRODE CONDUCTOR MAY BE F-- 08 FIRE ALARM PULL STATION A BARE COPPER WIRE OF APPROPRIATE SIZE CRIMPED 09 ALIGN WHEN MOUNTED ON SAME WALL TO THE REBAR AND ENCASED IN CONCRETE THEN TAKEN OUT OF THE SLAB OR FOOTING TO THE PANEL BOX. (SHOULD THIS PIECE OF REBAR BE LEFT OUT, A SUITABLE GROUND RING 250-81(d) CONSISTING OF A #2 awg BARE COPPER ENCIRCLING THE BUILDING AT A DEPTH OF 2'-6" SHALL BE INSTALLED BY THE ELECTRICIAN. /\ r V • m a � W - = 0 s 0 4 p n LINE OF ROOF ABOVE LINE OF ROOF ABOVE i(i:�l) ------- FLOOD---_ NOTE: /- -------- ----------- _�_ __ _--__ - '--�___`�_ FLOOD LIGHTS TO +;,+ '-�------ -------' __`�--- -______, ____--- BE ON TIMER _ [7-l" f - ----- - - -- I If ( + y - , - _ / -� �� � � y! / � i/ I /i ���\ ( " �i I f i \��\\ '� ! NL ��1 I (� I NL jNL � I NL � JNL � NL JNL � 11 i NL I i NLILI- I , t} I r r r r r r l 1 r I O GFI 'GFI I+ • U Q I +I 1 II 1 I I I 1 1 rm ' I . -� ! ; ( = Way, AW EXH.I _ ` I MM Q JAN 0 0Ef) co Z 0 o w (L M u I i [ol m F- A3 ---- - -- ---- -- -, -- --- --- ----- -- ------ - -- ---- ------- --- -- - --- ---- - w Q ---...1 I h- - - - - - - -- - - - - - -- - - - - -- --- - - M a 1 r n V / LINE OF ROOF ABOVE LINE OF ROOF ABOVE cr_ LL ELECTRICAL PLAN SYMBOL LEGEND ELECTRICAL PLAN SCALE: 3/16" = 1'-0" INCANDESCENT EXTERIOR FLOOD LIGHT; WEATHER 110 DUPLEX RECEPTACLE SINGLE POLE SWITCH 1x4 FLOURESCENT FIXTURE 2 BULB WEATHER PROOF PROOF;(OPTIONAL MOTION SENSOR) (GFI=GROUND FAULT INTERRUPTER) (WP=WEATHER PROOF) NL 2x4 FLOURESCENT FIXTURE 4 BULB INCANDESCENT INTERIOR LIGHT; CEILING MOUNT DISCONNECT (WEATHER PROOF) (NL=NIGHT LIGHT) , PHONE / DATA } F O m Z l\ 0 O INCANDESCENT INTERIOR LIGHT; WALL MOUNT o N 3 EMERGENCY LIGHT w/ BATTERY BACKUP F� d DIMMER SWITCH ° `' < W o ° rr 14 2001 tL 0 w /�VTER N AS\o� v PROVIDE R-30 BATT LOCKING QUADRANT GALV. STEEL ROD OR INSULATION AGAINST TO BE EXPOSED UNDUME OF ROOF DECK STRAP SUPPORTS PER MECHANICAL NOTES FLEXIBLE DUCT W/1- SMACNA STANDARDS THK. INSULATION & .0 O/A DVT VAPOR BARRIER- FIBERGLASS DUCT rR:ON ENSING-UM VgkW DAM SUC71 LIQUID MAX. RUN TO BE 8'-0" BOARD SIZE PER MANUFACTURER. CONCRETE PAD M 1 %11 AHL NYLON DRAWBAND AND .. SPIN-IN TAP FITTING WITH MASTIC AT EACH CONNECTION 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY RETURN DUCT suPPLrouc TIE TO STRUCTURAL AIR SCOOP & DAMPER FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE noet..3�._ SUPPORTS DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, I BOTTOM CHORD OF ROOF TRUSS SQUARE TO • COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING2" WIDE METAL BAND ROUND 0 PUBLICATIONS; SMACNA, ASHRAE, NEPA 90A, 90B, 91 & ANSI B-9.1 MECHANICAL I-CONDENSATE DRAIN, CEILING SUPPORT ADAPTER PIPE TO NEAREST APPROVED INDIRECT WASTE. IT— REFRIGERATION. DRAIN PAN.M EXTEND r BEYOND UNIT ON 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER SECONDARY CONDENSING ALL SIDES. PROVIDE FLOAT SWITCH TO SHUT DOWN UNIT _j GYPSUM BOARD i UNIT NEEL ROOF TRUSS MANUFACTURER TO DESIGN AS SECON13ARY DRAIN PAN FILLS. ANCHOR LOCATION PLAN VIEW BOTTOM TRUSS CHORD TO SUPPORT AIR HANDLER CEILING COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. UNIT WEIGHT. 2'X 1*UNISTRUT.FOR 1-5 TON AHU. (REFER TO ELEVA11ON TYPICAL OF 4) 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 3 3'X5/CHANNEL FOR 6-15 TON AHU. 0 (D 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS—BUILT" DRAWINGS. SQUARE TO 3/8"0 BOLT WITH FLAT 1-1/2- X 1-1/2- X 1/8- GALV. WASHER, LOCKWASHER FIVE [51 COPIES OF MANUFACTURER'S ROUND ANGLE OR STRAP PER SMACNA AND NUT. 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL F AIR HANDLER MOUNTING DETAIL. ADAPTER CONDENSING DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. NOT TO SCAM NYLON DRAWBAND AND UNIT FRAME 2" X 1/4" STEEL ANGLE 00 0 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE ENGINEERLOUVERED FACE CEILING DIFFUSER'S REVIEW AND I 3/8"0 "L CONC BRING ANY DISCRESPANCIES TO THE ATTENTION OF ENGINEER PRIOR TO ANY WORK. MASTIC AT EACH CONNECTION < 0 CAULK TO PROVIDE SLEEVE4RETE ANCHOR < 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL WATERTIGHT SEALujm bi 0 -t BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. a_ Lu 0) WALL CAP WITH _j 7. ALL AIR CONDITIONING DUCTWORK ABOVE DROP CEILING SHALL BE 1" (R-4.2) BUILT-IN DAMPER* ZSUSPENDED TYPE 0 5; LOUVERED FACE CEILING DIFFUSER CONCRETE PAD 0 x STANDARD DUTY FOIL REINFORCED FIBERGLASS WITH MAN. LOGO IMPRINTED ON . . . . . CEILING SYSTEM - z WITH 2' X 2' LAY-IN ALUM. PANEL C:) VAPOR BARRIER. ALL FLEX DUCT TO BE R-6. . . . . M WALL ELEVATION 0 8. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL DUCT V) < WITH SEALED SEAMS AND JOINTS. CLAM WALL 9. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. O TYPICAL DIFFUSER DETAIL CONDENSING UNIT MOUNTING DETAIL 0. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM GREENHECK WC-8 1NCO . NTRACTOR TO REMOVE 1NOT 10 SCALE >_ WALL CAP OR BACKDRAFT DAMPER AND NOT TO SCALE CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS APPROVED EQUAL. INSTALL 1/4- MESH GALV. SPECIFIED BY ARCHITECT. ALL SIDEWALL GRILLES DOUBLE DEFLECTION -RCRFFN- V) . PROVIDE OPPOSED BLADE DAMPERS AS REQ. ON PLANS. WALL CAP DETAIL CAULK WATER 't/_' 11. THERMOSTAT SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL—AUTO— NTS TEE- HANGING- ELBOW- TI GH T ALL HEAT—OFF" AND FAN "ON—AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS AROUND LOUVER y RECOMMENDED BY MTURNING VANES(MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS. HANG ALL DUCT PER SMACNA STANDARDS ADJUSTABLE 12. REFRIGERANT LINES SHALL BE COPPER, TYPE 1" HARD DRAWN WITH WROUGHT COPPER CHANNEL CORNER ANGLE OUTSIDE AIR LOUVER SOLDER—JOINT TYPE FITTINGS, USE 95/5 SOLDER. REFRIGERANT LINES SHALL SIZED AS RUSKIN ELM90 d PER MANUFACTURER RECOMMENDATIONS. TURNING VANES 13. A RMAFLEX 3/4" INSULATION SHALL BE USED FOR SUCTION LINES, FILTER/DRYER AND DAMPERSPLITTER BIRDSCREEN SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. BLADE f 14. ALL BRANCH TAKE—OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS cc - AND TEE'S MUST BE FURNISHED W/TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS FLASHING AT ALL FLEX TAKE-OFFS. CHANNEL STRAP & SADDLE 15. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING EXTERIOR WALL THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER. SPLITTER DAMPER CONTROL ROD W/ LOCK M Ic a 16. PROVIDE SMOKE DETECTORS WITH ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR NOTE: CHANNEL TYPE SHOWN FLANGE TYPE SIMILAR > FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH -HVAC DUCT DETAILS OUTSIDE LOUVER DETAIL ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON NOT TO SCALE NOT TO SCALE DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND 8183*331896 ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 17. PROVIDE TYPE "B" FIRE DAMPERS IN ALL DUCTS OR OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT O/A INTAKES. PROVIDE RADIATION RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. 18. HVAC CONTRACTOR SHALL PROVIDE AN INDEPENDENT (FOR SYSTEMS OVER 15 TONS) T & B REPORT FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES AR I G30 AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (7) FROM SUPPLY GRILLES AND EVAPORATORS. "levp �s-1 19. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEERS BEFORE INSTALLATION. 20. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 21. PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4 CLEARANCE IN FRONT OF ANY 208 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 22. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WIlTH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE 0 FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. C) o0 cv < cim Ld < J 0 LL T 0 L ; 417 _7 -.7 w F- 0 It I -,--F.- V) 0 w ( I I i jlit 7:7 M _j LL_ on U- U- < Q < _j F- LL. LL. U- LL. LL. U- LL 0 U- LL I I d- 0 0 z C) C) 0 0 Q Q C) Q Q 0 0 CA 0) w M o 0 0 0 Lo 0 Lo z < CDU1 C'4 CA cl4 C14 (14 C4I l i' � 'i a 12" r 2 12 12" 12 LL_ CDU 2 ; I ; ; ; I ! - - - I lig 18" 18 ii 18 AHU AHU 0 AHU Lt- LL Li- U- Li- LL_ U- LL. LL_ U 0 li 0 0 0 0 0 1 0 0 2 3 0 0 0 C) 0 0 0 to to iI i i�' LL ;I N N � i L-__------------- N N � L5 CDU 3 6" ------- F 1000 CF 1000 CF ;l 1 0 CFM 16 " ' i 1 16 FIVI 20" 1000 CFM 16" 1000 c 20" 20" 1000 CFM 1000 CFM TSTAT STAT AT A FID OU IDE AIR OUTSIDE AIR OUTSIDE AIR Z 3 3 Z jC L c c W 2 2 0 MECHANICAL PLAN SYMBOL LEGEND WALL CAP @ ea. AIR HANDLER UNIT (AHU) 1o2 & 3 = TRANE 2TEC3F60A 10KW RIGID DUCT BOARD F71 SUPPLY DIFIFUSER THERMOSTAT EXHAUST DUCT TSTAT CONDENSER UNIT (CDU) 192 & 3 = TRANE 2TWR3060A ----------- 6" EXHAUST DUCT 101 RETURN AIR, GRILLE 1000 CFM EXHAUST FAN SCALE: 3/16" V-0" Lo (o IL FLEX DUCT Ll (3 1000 CFM EXHAUST FAN/LIGHT COMBO ���` 1 i \ON l O J 0 I PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR DRAINS. INSTALL VENT J I I I r IN PARTITION OR CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT I 1)V BELOW FLOOR IS NOT PERMITTED.OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. CONCRETE FLOOR MEMBRANE CLAMP- ING COLLAR AND I I • SEEPAGE PAN. v' I I I MAXIMUM TAILPIECE �/2" I 1 1 ® o LENGTH IS 2 FEET. Cy I MAXIMUM 15' WHERE �" 2" 2" 1 J � ENLARGED WASTE SLOPE A �" I �� � �"- `� o LINE IS USED AS A TWO PERCENT. co COMBINATION WASTE I j I �� I � z = AND VENT SYSTEM. � Qv (� PROVIDE TRAP PRIMER IF RE- I III 3 - 1 I z �`' `r IL r ( �- Q �N QUIRED BY LOCAL AUTHORITIES. MAXIMUM 5' ON 2" " I I V �� I a m o OTHERWISE DEEP-SEAL P-TRAP. �� 2 I JI I I w �-rn WASTE OR 6' ON 3". =, w LOCATE FLOOR DRAINS WHERE SHOWN ON DIMENSIONED ARCHITEC- r III I I \ I 3" I %� I `r' zO Q TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR DRAIN )I i I �� 1 I 1 y o ' �I 1 I � I I II � I " � ( Y WHEREMOVE SIDEWAYS ACCESSIBLE, OTHUT ERWISE OOTETRAFFIC. ALWAYS FS SITUATION � 1 1 � 1 " v. I V v� 1,A/2 �.J � Q IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. IF CONCRETE FLOOR IS NOT EXISTING, SET DRAIN IN PLACE AND POUR ool�� I AROUND IT. IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL �� I �/2 I 1 I IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF (— FLOOR DRAIN 1/2" BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. I I 3" FLOOR DRAIN DETAIL I , I NOT TO SCALE I " I i I I J 3 i 30 GAS• j I " 1'x/2 I 1 T W/N ' To LAV 3r I I V I � w 1/2r LA\' cc \ ' 3/4 / 2 ' w•�• R cc rlull " \ 3/� > /2 GOLD LAV SANITARY ISOMETRIC PLAN �r HOT �•CSCALE: N.T.S. 3/ ' 3/ , / LAV _v DOMESTIC WATER ISOMETRIC PLAN TO SCALE: N.T.S. SAV EXISTING \ 4 \� C.0. 4„ 4» C.0. f; � 1-1/2 I 3 VTR I I 12 VTR1-1 0 2„ I , 2" ; ! 2" VTR E MEN i I + WOMEN O U N I - - I � Q J �: 1 ,�3" VTR Z W Q Lt. (DMO _ 3„ O VTR �r-.-- --=-- ' _ -, i i 3 � U - - - ----: ' I r of II I I, it II I ,1 1 ( U Q Q' Q _j :2 W Z I 3 --- m F---- Q I 3 li I I „ Z l 3 I { Q I � 1 I 3" VTR 1.) ALL WORKMANSHIP & MATERIALS SHALL BE IN ACCORDANCE w/ NATIONAL, STATE AND LOCAL CODES. WHERE A CONFLICT ARISES ADHERE TO THE STRICTIST CODE. 2.) CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE HIMSELF/HERSELF WITH ALL EXISTING CONDITIONS.- 3.) ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETE RENOVATED AND NEW INSTALLATIONS SHALL BE CORRECTLY FUNCTIONING AT THE TIME OF FINAL ACCEPTANCE. 4.) THE PLUMBING CONTRACTOR SHALL BVE RESPONSIBLE FOR ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS CONTRACT. ALL FLOORING WSCALE-M3 LUBING PLAN REMOVED SHALL BE REPLACED TO MATCH EXISTING. 5.) THE PLUMBING CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES. INSPECTIONS AND REQUIRED TESTS. /16" 6. COORDINATE ALL WORK WITH OTHER TRADES. '° } ot. � � 7.) ALL OVERHEAD PIPING SHALL BE INSULATED AND HELD TIGHT TO UNDERSIDE OF STRUCTURAL BEAMS. ro Z o 0 0 m 8.) DOMESTIC COLD & HOT WATER PIPING SHALL BE CPVC, PIPING UP TO 1-1/4 a 3 m •- 0 0 O h Q > n " SHALL MEET ASTM D2846, PIPING 1-1/2" AND LARGER SHALL BE SCHEDULE 80 CPVC &SHALL MEET ASTM F441 & F439. a 0 0 0 9.) SANITARY DRAIN. WASTE & VENT PIPING SHALL BE SCH. 40 PVC MEETING ASTM D1785. 10.) ALL NEW FIXTURES MUST BE PROVIDED w/READILY ACCESSIBLE STOPS. 11.) FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS ® ea. BRANCH WATER LINE SEARVING (2) OR MORE FIXTURES. 12.) WHERE DISSIMILAR METALS ARE TO BE JOINED. APPROVED INSULATING UNIONS SHALL BE USED. 13.) CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD NOT LESS THAN ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 4 2QO1 14. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER \elm PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. Q`e r-7, O o 1j, i��r�R N O� v-r., "T 17. :771-,�-7 —T T, ,li 1,7 1 l ... ...... t W,V.,e� I -lo )T rz"', A I, ty ..T;. SI. TI, T f. IT ........... if' -1 ..","., ,, ��i� . -, .-)�1 , , .......... FA,. J�, MR J, ...... .... T,�, .0 I -1L T 11N A;, ".11 W 'i,;*i— rory o 4,4 IT AVV14 ONN 1," 44" It '77 �A,7-7 L, IT C 0� I.X l.'4 ."e."'o'Y lt. ;c 44 -X W It "9.7 ;w "A ........... oll IT 01 id�, 014 J.— r, 7y ..41 r rT. t,' 4,� k.6 "'t e 44 10 .......... 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