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F �til� JACKSONVILLE, FLORIDA 3221 t I �Ofin 41�0 L V4 411 0 P1 pc-�-x te L.Cflle-t - \VULDr E) T1 I -Z'/ orz 4 --Cl 5� '2 C-(ZT. -To TOP ft� i0l e'�-Ts f>/ I �Z' �Z' "Y' T/,2 Ve 0 u r= (L -ro .-Top RG �IJAL -T-0 \VC--4TCIEr p1 -5 '77 ......... -j L 4-- --T rl- yi C501, o 4 LA Wc, cz-:•. 24t> -k -[cc-c- 7ur2'es -.:Teq, 5QVIH$14 BLUEPRINT-)ACKSQNVILLE, FLA. 12 11 HOT \\/A-TiEl-Z \\//-SWtJ7- Or -P \14111 -VE 13 " V�',-P,'Ova ,4"5L.00r4. pttAto r-7iT-rer-;-ro "-00CLL>VC- COPPE/Z DILA-A" tt7Q(z r?L U Ak' •1U< LAJ D r/4" lizl-c7l' V I,zl- C)II D. G7 Q. 171 Pit- � L \VQ-:LDEGi TC> TE, -7-4 1 ci RML .101 sT V2f-,), -- --7 D' &Ar�CVG RC�Of�= JL -1-4\CjG WGr -TO e-. 0 L) T '&LL o" T07 041 LAVQ A,� ROBERT BROADFOOT -,5u 7r w; 6321 tz JACKSONWLL�-. -14 JOB No REV. to LEP-W ,r -A2 a(412:-A�A 6- � pou mjfrze�' ---Kto-re: ev-0v(Dr-ir 61ZOULWfu -AS lZC-QUiac-:P- V Lcx4L 7ei-c-p"ooe 40, WK 2-51 t�5Q AIAP (fo IAG-lefl- 1, cj e- �f IOSTOLL. Wet WT'' F:-'V-0we"� i 0A -11A CAc.-r. 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L c -- A (X) 0 2 C. u eek, r 6 -A/ rn4 L G nt- <ccqi- ri kEv-E �t)' "'A--1�Zv tc- c- I Cioo' (2 � r�)' slS—, 4, h. 41A '-mA t C f r- Lit 0 re A -Y -C(4 //-I-:) L" ij Tk-= D 0l h t-i'z U) V -r W 2XZ!'/AAi U SE,L v k:f G W/ 7-?lfog )A try" Al A-1 A.ROBERTBROAD-1-jul 6321 ARLINGTON JACKSONVILLE, FLORIDA 32211 POEI DATE - -- ---------- �_ V___C-__..-» !._._.••-_•-__'_•_4-w..� _.. .._..... �f-•.u.��.�.+.-._._-._��_.�.�_-v_•__.__r....v-,...__•-_..o..-.._...,..-�. .____Y..-___-. �-..-...._........�_.__.r. �.r_-.,r_..__ I o' TO l5le--1 Qk pot-c- 5OUTHM9 BLUVRINT -JACKSONVILLE; FLA. kEv-E �t)' "'A--1�Zv tc- c- I Cioo' (2 � r�)' slS—, 4, h. 41A '-mA t C f r- Lit 0 re A -Y -C(4 //-I-:) L" ij Tk-= D 0l h t-i'z U) V -r W 2XZ!'/AAi U SE,L v k:f G W/ 7-?lfog )A try" Al A-1 A.ROBERTBROAD-1-jul 6321 ARLINGTON JACKSONVILLE, FLORIDA 32211 POEI DATE T'"C.A, T, IO.N, S F O R C.'.O N S T #2 U-C T 1 .O :N 's r PLASTER AND STUCCO - SIa,C`CTO!`I. GENERAL CpNDTOIS a. USE RIBBED LATH CUT FROM COPPER BEARING STEEL PAINTED AND WEIGHING `NOT LESS ',I'`HAN TFIIa�. "(,EfitE GOND THE `'L ' F m �� 3.4 LBS. 'PER SQUARE YARD FOR SU PENDED PLASTER CEIL'S. RAL . TT Q i QF ,T CONTIG AC , ;EOR THE. CONSTRUCTION OF : BUILDINGS S•IANDARD F ORM - OF THE i^ AI4IERICAN INSTITUTE 07 AIWHITECTS, .ELEMITH , EDITION, ARTICLES 1��:=14� INCLUSIVE `ARE' HEREBY MADE A PART Off` THEPE SPEC' C ;O NS TQ. THE SANTE EYTENT AS IF HEItEIN� �rJR TTEN� �: b... ROCKLATH SHALL BE SIMILAR TO THAT MAklUFACTUR,ED BY U.q. GYPSUM CORP: THICI NES SHALL' :,, 1 QUI IN PULL,, .FEND SHALL APPLY - TO WORK UNDER THIS.-xCO�!1k�.'RACT. -. = Y BE 3/8"., EARTHWORK c. CORNER BEADS SHALL IBE EYPAINSIOT'I WING, GALVANIZED AND NOT LIaaSS THAN 26 GA. METAL. 1. SCOPE,; d. FURIRING CHANNELS SHALL BE 3/411 COLD ROLLED STEEL, AND SHAJ L LEIGH NOT LESS THAN 300 LBS. PER Q LINEAR FT. a. _ D A L rI CESSARY :FTLI► NGr `BAQ)fi TLLING,. _CLEARING AND GRADING NECESS2�R '. THE ' CONTRACTOR r' LIME SHALL BE SPECIAL FINISHING HYDRATED LIL�IE MEETING", LATEST REVISION OF A,S.T.M* SMALL VISIT THE SITE TO ,DETERI9INE .4T IE. AMOUNT 'QF "WORK 2O BE .:DONE UNDER THIS SECTION BEFORE � ' dUUMITTING BII} . STANDARD C-206-4.6. t L. WHEN UNDER CONCRETE !SLABS ON GROUND, FILL TO INDICATE HEIGHT IN DATER. I: ® PORTLANDCEMENT SHALL COMPLY WITH A. S . T . M. C-150, CUF4.E- N`T' EDITION. TA�4�'ED 4" LA`,Zjk ,-q, - TE RR_ AZ. r :COFiCItI�TE, • - - - """"' a. THI GENERAL CONTRACTOR SH:TiLL ARRANGE WITH .TI3E TERRAZZO C()�iTRACTOR IN ADVAIVGE 44 TO gCggE � WHEN POURING OF. THE BASE SLAB WILL TAKE, PLACE, THE TERRAllO CONTRA CTQR SHALL SCHEDULE LAYING OF TERRAZZO SO AS TO INSURE A-COMPLETE BOND. THE TERRAZZO.SHALL BE RLACED'MONOLITHTCALLY.TO A a.. STEADY MIX CONCRETE FOR SLABST AND FOOTINGS SHALL HAVE A COMPRESSIVE STRENGTH OF 2,500 PSI MINIMUM THICKNESS OF 5/8" ALUrI;`IUM STORE FRONT AIti13 DOORS READY DTIX CONCRETE FOR. ALL BEAMS SMALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS. ;,- a. ALUMINUM DOORS SHALL BE ICAWI'IEER #450 NARK©Tr7. LINE I'R_A£1IE WITH OVERHEAD .CONCEALED CLOSERS; cp ALL CONCRETE WORK TO-BE_RE'I'NFORCED AS SHOWN ON WORKING.DRAWINGS. ' FLOOR PIVOT AND TOP PIVOT, PUSH—PULL BARS AND CYLINDER LOCKS. }_ d' THE ,EXTERIOR WALK AT THE FRONT OF THE BUILDING SHALL RECEIVE A SKID RES�u- ANT SUR ACE, k) THE STORE FRONT SMALL BE KAWNEER MATERIALS AS FOLLOWS: ,�, ::., FACE AND DIVIDER BARS ....................024-.492 r... SUCH AS A LIGHT "BROO.MI " FINISH. BACK MEMBER ............................... 24-535 - MAb(IRY _•t CORNER BAR ............................... 1.2-506. SASHMtMBERS ............................. 10-1.50 1 . .'SCOPE: C. DOOR GLASS +SHALL BE 7/32" THICK TEMPERED. a _. - Ea. CONCRETE BLOCK; $" LOAD BEARING.COMPLYING WITH ASTM STANDARDS; ALL•EXP05ED JOIN`T'S TO BE TOQLED. d. FIXED GLASS SHALL BE 1/4" polished plate. b+: FACE' .BRICK SHALL r.0 COMMON SIZE, 9.114ULATLD USED' ;BRICK; SUCH. AS "OLD SOUTH RANGE", ALL PLUMBING ` VI;IiTICAZ _AND `HORIZONTAL JOINTS TO • BE FAKED. n a. THE IVOR�C TO BE I)OIdE UNDER THIS HEADING INCLUDES THE FURI�IISDIIAIG OF T;1,. LA OR, . MATE'RIALS APED - EQUIPMENT SERVICES NECESSARY FOR AND INCIDENTAL TO PROPER COMPLETIONOF ALL E�lOFtK .'INBICATED Oi�t ` _. C1 NORTAR 1. PART LEHIGH MASON MIX (OA EQUAL) TO 3-PARTS OF SAND. EQUI AND THESE DRAWINGS. z BE POINTED UP AND CLEANED AS REQ d.'-. -ODI COMPLETION, ALL MASONRY WORK SHALL REQUIRED. b. THIS CONTRACTOR SHALL .. ,.. .. OBTAIN ALL PERMITS AND ARRANGEFOR NECESSARY INSPECTIONSi AND SHALLI VERIFY WITH LOCAL BUILDING OFFICIAL THAT rIIa PLANS AND SPECIFICATIONS Ar� SUBMITTED COMPLY IITFi .,STRUCTURAL- STEEL, , LOCAL LAWS AND REGULATIONS. THIS SRALL BE ,DONE PRIOR TO COMMENCEMENT OF WORK. a. STRUCTURAL, STEEL SHALL BE TYPE 1, GRA -.B IN ACCORDANCE WITH SPECIFICATIONS OF THE RISC, AND ELECTRICAL S"IIALL . BE FABRICATED :IN ACCORDANCE "WITH SPECIFICATIONS OF THE ' &MERICAN 'WELDING SOCIETY --�- �- a. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AD EQUIPMENT -Q• UNSTRp -T,U ALL STRUCTURAL SrBE GIVEN ONE SHOP COAT OF RUST Y ET3ITING PAINT. SHALL AND INSTALL THE COMPLETE ELECTRICAL SYSTEM AS S I-I0kIN ON THESE DRAWINGS AFTER VEg-IFYII`IO CQ.MI LIANCF . AJID WITH LOCAL CODES GULYPIONS. THIS CONTRACTOR: AIGATIEIT ' FI?LIt0Ri AD IALi� TO ELECTRICAL WORK PRIOR TO START OF WORK, AND SHAPP ARRANFOR TEMPOR_ARY''' SERVICE AND` °Ai,T, NL7CIaSSARY i a. rr,' .�1ING LUM9ER SHALL BE KILN DRIED SYP, OR CONSTRUCTION GRADE CEDAR, ALL LUMBER IN INSPECTIONS. WORK TO BE DONE UNDER THIS HEADING INCLUDE: r CONTRACT WITH CONCRETE OR 'MASONRY SMALL BE PRESSURE TREATED WITH CELCURE OR EQUAL. «s. �, � �, ` 1. COidPLETi� iT.�Z.RIBUTIODI SYu2I;M FOR LTGIITINC, INCLUDING .FLEDI;R5 t ,PANEL BOARDS, : F3WCH t M r' bo PRk:FINI,SIIEI) PANELING SHALL BE U.S.PLYWOOD I/4" "VINYL GUARD PECAN". NO SUBSTITUTION SHALL CIRCUITS, LIGHTING 'FIXTURES, CONTROL SWITCHES AND RECEPTACLES. ti BE MADE WITHQUTTHE OWNER'S WRITTEN PERMISSION. 2. COMPLETE DISTRIBUTION SYS`T'EM FOR POWER, INCLUDING FEEDERS, BRANCH CIRCUITS;' DISCONNgCTS ' c. ALL INTERIOR STUDS AND PURRING STRIPS SHALL BE INSTALLED ON NOT MORE THAPI1 CENTERS. AND CABLE DROP CONNECTIONS TO MOTORS. r' t„ GYPSUM ROOF UI?.CK 3. GROUNDING AS REQUIRED BY LOCAL CODE. a. ROOF DECK SHALL BE GYPSUM CONCRETE THERL OFILL. 4. 'WIRING FOR i4OTORS AND CONTROLS AND FOR ALL OTHER ITEMS OF EQUIPMENT WHICF:I ARE SHOWN OR SPECIFIED TO BE FURNISHED BY Ts r ° i": ,t'e-? t n;ly, ��'�tir`r r � Y'•1� . Gro �,, b. BULBTEES-SHALL BT OF SIZES INDICATED ON DRAWINGS AND APPROVED BY U.S. GYPSUM CO. 5. COMPLETE TELEPHONE RACEWAY SYSTEM. c. REINFORCING MESH 'SHALL HE 48-1214 GALV. WELDED WIRE, MESH. 6. TEMPERATURE CONTROL WIRING. - d. BULB TEE SUB-PURLINS SHALL BE ERECTED AS SHOWN ON APPROVED DRAWINGS, WITH 3/4" WELD ON EACH SIDE OF SUB-PUPLIN AT EACH BEARING. COOLER DISPLAY DOORS ROOFING AND SHEET METAL WORK a. THE DISPLAY DOORS SHALL BE 10 ANTH0I4Y DOORS, MODEL 1000 ICING JUMBO; COMPLETE WITH BRACKETS, SHELVING AND LIGHTING. a, SHEET METAL TO BE 26 GA-, GALVANIZED IRON. b. THE WALK--IN DOOR FOR THE COOLER SHALL BE ANTHONY MODEL 2500 SWINGI+iASTER, STZI 3 79" . - b. TWED FELT SIMILAR TO "BARRETT". C4 GRAVEL-HARD,, DURABLE, CLEAN PARTICLES E11014 4Y GRADED FROM 1/2" TO 3/8".77 d, THE ROOF APPLICATION SHALL IN ALL RESPECTS BE IDENTICAL TO THE PROCEDURE. AS OUTLINED BY THE _ ` PWIUFACTURi;R OF. THE MATERIALS I MPLOYED-TO QUALIFY FOR A' 20--YEAR BOND AS ISSUED BY THE SAID MANUFAC`i'UFftf 3 ff .J. `may. A. RORERT OTI 6321 ARLINGTON ROAQ . JACKSONVILLE., FLQRIDA-, 32? r t it rooB 140. 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