Loading...
37 NE 97 St (11)' ` hLWIND PRE SSI.L `ULSTIO FOR WINDO\VS r �Np D ORS ( AS PER ANSI /ASC'E 7.88 & THE SO1111i FLORIDA BI '11 CODE ) RE: P\ CAL e JOB ADDRESS, � I - r .DE NCRa,RIA• • BUILDING WALL HEIGHT = / g_ _ • MIN, BUILDING WIDTH = • ROOF INCLINE (DEGREES) = • TRIBUTARY AREA ZONE - 4 = / • TRIBUTARY AREA ZONE - 5 -�� �� DE. I IN VEL TY PREs S L 'c a = 0.00256 x xz , 2 [V x l KZ = 0.8 ( TABLE 6 ) EXPOSURE "C" I = 1.05 ( TABLE 5 ) BUILDING CATEGORY V = 110 MPH [ FIG. # I J 1= 0 . 0 0256x08x1 110x 1.05 1' y = 27.3psi' ETFRNAL PRFSS11Rti rOFFFIC IE,1; [ AS PER FIGURE 34 J � -�r [ COEFFICIENTS REFLECT 10% REDUCTION WHEN ROOF INCLINE < = 10 DEGREES J GCp.1 =+ J 'Dor - GCp5 = + I or -_14_ t IERNAL, PR'SSI1R COEF)iI 1 'I THE PERCENTAGE OF OPENINGS IN EACH WALL } - �� L r PE T� 13 �- o ARE AS FOLLOWS : ��'D ROOF USED TO DETERMINE 'HIE APPLICABLE GCpi 1� G LL #1 .21 • /o WALL #2_Q % WALL #3 A,% «/ALL #I ROOF DESI .N PRESSid r 1_i_( at) p q 1 GCp f G Cpi 1 ( TABLE- 4) POSITIVE p4 = 27.3 [ I .O + • 2 5 + NEGATIVE p4 = 27,3 1.--/ ./ - • 2 J - pst ZONE 4 S - ��L I I � f ZONE 4 POSITIVE p5 = 27,3 [ 1. 5 + • Z5 1 + 53, NEGATIVE p5 = 27,3 [_ ' {,� - 2 J - - � t-p st ZONE 5 S - ��_aPi_psf 'LONE 5 NOTE; SEE WINDOW / DOOR SCHEDULE FOR DESIGN PRESSURES APPLICABLE FOR EACH UNIT. min. building width 8•SZ '55 e h= 1�, .41„4.{..4;.141, sheet # 1 of 2 ROOF WIND' I O Aaxs Clii 11IO C (AS PER An /ASCE 7 -88 AND_ S.F.B.C. RE. YA! L CALL JOB ADDRESS • 3 '1 E f '1 S T DESIGN CRITERIA : • TYPE OF STRUCTURE ; ENCLOSED • TYPE OF ROdF ; FLAT BUILT -UP • HEIGHT TO BOTTOM OF SOFF!T : 0 - 15 FEET • BUILDING CAEGORY I " • EXPOSURE CATEGORY " C " • GUST RESPONSE FACTOR ; Gh = 1.32 ( TABLE # 8 ) DESIGN VELOCITY PRESSURE ; q q = 0,00256 x 1 x [ V x I] 2 Kz = 0 .8 (TABLE 6 ) EXPOSURE "C" I = 1.05 ( TABLE 5 ) BUILDING CATEGORY "I" V = 110 MPH [ FIG. # 1 q = 0,00256 x 0.8 x [ 110 x 1. 05 ] q= 27.3 psf PRESSURE AND FORCE COEFFICIENTS ; Cp & CCpl ; Cp (ENCLOSED AREAS) _ - ( AS PER FIG # 2 ) Cp ( OVERHANGS) _ - 1.5 (AS PER ASCE 6.7.2.1 COM1131NE 0.8 TO Cp FROM FIG # 2 ) GCpi = ( AS PER TABLE # 9 ) • FA TORFD WIND I IMAn C PSF L;--q-i q roof = q roof = 2 3 [ ( Gh x Cp ) ± GCpi ] q ovh'g = q [ ( Gh x Cp ) ± GCpi ] [ (1.32 x .7) f •Z7 ] q ovh'g = 27.3 [(1.32 x 1.5) q roof = 32 psf q oM'g = lP psf sheet # 2 of 2 ROOFLIVINDJA D_CAIS',S CONTINIIEDL RE: -7 AUL CALLI a. ACM L1R4Qr1EAnJ OA DS ROOF JOISTS : 2 .0 psf SHEATHING : -a 2 0 psf ROOFING FINISH : � psf CEILING FINISH AND INSULATION : - 5 psf TOTAL DEAD LOADS = /d .a psf 1NET_ IJThIFZI.4A U roof = q roof - DL U ovh'g = q ovh'g - DL U roof = ?)7 - 1 D U ovh'g = ( - /0 L1 roof = 2'0 psf U ovh'g = 5( psf IOTA L GRAY1TYLOAfSk (J'SFJ G = q roof + DI, G = 3 + G= '2. psf r TECHNICAL IMAGE PRODUCTS Live Load Dead Load Total Load (LLeDL) WEND LOADING: SBC -97 Ti3L 1.606.2A Wind speed Wind load Wind. load 30 psf 25 psf 55 psf 110 mph = 28.9 psf 24.7 psf 40 psf 25 psf 65 psf The above Loadings are in accordance with the Standard Building Code. 1997 Edition and are to be multiplied by the appropriate shape factors. The wind loading calculations are based upon the premise that the building glazed openings, wilt meet the proposed S13CCI standard for wind borne debris impact tests . STRUCTURAL STEEL GENERAL .NOT S Structural Steel Welded and seamless Steel Pipe Cold Formed Welded and Seamless Carbon Steel Structural Tubing TIMBER FRAMING GENERAL NOTES TIMBER FRAMING GENERAL NOTES 40 psf 75 psf 115 psf 2 story (MRH= 16' -28') 1 story(MRH < 15' ) 1. All structural and miscellaneous rolled steel items shall meet the following ASTM specifications: A36 A53 Grade B A501 2. Steel Bolts shall conform to the following ASTM specifications, latest edition: Embedded in Concrete; Bolted Structural Connections; Rotted connections are to include suitable nuts and plain hardened washers in all cases. High strength bolts are to be tightened using either Tian of Nut Tightening or a Direct Tension Indicator (Load Indicator Washer) according to AISe Specifications. 1.23.5. 3. Welded connections are to be as shown on the drawings and shall be in accordance with AISe and AWS specifications. The technique of Welds with which they are used, 1. Roof and floor tnisses are to be designed by fabricator in general according to the profiles shown on the plans. Tbe fabricator is responsible for the submission of shop drawings to the Engineer of Record for review and approval. The shop drawings are to include the following minimum infornnation: allowable loads for lumber and plates; stress reduction factor for plates; top and bottom chord design loads in ptf, size, gauge and exact location by dimension of plates; sizes and locations of top and bottom chord bracing required; lumber species and grade used; manufacturer and model number of framing co" nnections to be used; name and trademark of plate manufacturer and truss fabricator; projevtname and locution; stamp and signature of Specialty :Engineer responsible for the design. This review and approval is for general conformance with the design intent and does not relieve the fabricator of any liability for errors or omissions in the fabrication or installation of these trusses. Trusses fabricated in Palm Beach County are to be manufactured in a facility complying with the Building Code Advisory Board Policy for Prefabricated Wood Componentsflnusses. 2. All common framing lumber is to meet the following minimum specifications at 19% moisture content: 2x4, 2x6, 2x8, 2x10; I's2 Hem Fir, FB =1150 psi, Ft -675 psi, Fo=245 psi (parallel) and 800 psi (perpendicular), E= 1,400,000; 2x12; 1:2 Southern Yellow Pine, Fb=1350 psi, Ft=100 psi, Fc 345 psi (parallel) and 700 psi (perpendicular), Eie1,400,000. 3. All wood framing is to be in accordance with the specifications of the American Institute of Timber Construction, American Wood Products Association, American Plywood Association and U.SD.A. 4. Framing connections are to be generally as follows: All wood in contact with concrete is to be P.T. Roof framing to bond beam; Simpson ETA with TSS. Roof or floor framing to 2x platen; Simpson If series anchors. Stud wall to wood framing; Simpson If series anchors. Beam or header to masonry wall: Simpson 11U/1111U hangers. Wood colwnn to cone. Slab; Simpson CB column base. 1. Roof and floor pusses are to be designed by fabricator in general according to the profiles shown on the plans. Tbe fabricator is responsible for the submission of shop drawings to the Engineer of Record for review and approval. 'The shop drawings are to include the following minimum information". allowable loads for lumber and plates; stress reduction factor for plates; top and bottom chord design loads in ptf, size, gauge and exact location by dimension of plates; sizes and locations of top and bottom chord bracing required; lumber species and grade used; manufacturer and model number of framing connections to be used; name and trademark of plate manufacturer and truss fabricator; project name and location; stamp and signature of Specialty : Engineer responsible for the design. This review and approval is for general conformance with the design intent and does not relieve the fabricator of any liability for errors or omissions in the fabrication or installation of these trusses. Trusses fabricated in Palm Beach County are to be manufactured in a facility complying with the Building Code Advisory Board Policy for Prefabricated Wood Components/frusses. 2. Ali common framing lumber is to meet the following minimum specifications at 19% moisture content: 2X4, 2x6, 2x3, 2x10; E2 Hem Fir, F13 =1150 psi, Ft - -475 psi, .Fo psi (parallel) and 800 psi (perpendicular), E= 1,400,000; 2x12; E2 Southern Yellow Pine, Fb=1350 psi, Ft =700 psi, Fc34S psi (parallel) and 700 psi (perpendicular), E =1,400,000. 3. All wood framing is to be in accordance with the specifications of the American institute of Timber Construction, American Wood Products Association, American Plywood Association and U.SDA 4. Framing connections are to be generally as follows: All wood in contact with concrete is to be A.T. Roof framing to bond beam; Simpson ETA with TSS. Roof or floor framing to 2x plate; Simpson H series anchors. Stud wall to wood framing; Simpson II series anchors. Hearn or header to masonry wall; Simpson HU/IiHU hangers. Wood column to cone. Slab; Simpson CB column base. The contractor is to provide to the E,,ngineer of Record a schedule of the framing connections to be used. 5. Plywood roof sheeting shall be 19/32" thick standard CD interior grade with exterior glue, panel index 24/0 conforming to US PS -1 and stamped with DFPA Grade - Trademark. Plywood shalt be nailed to supports with 8d common nails at 6" cle for edges and at 6" c/c for intermediate supports and at 4" cic for eaves and overhangs. 6. Plywood floor sheeting shall be 19/32" thick standard. CU interior grade with exterior glue, pastel index 24/2 conforming to US PS -1 and stamped with DFPA Grade-Trademark. Plywood shall be nailed to supports with 6d common nails at 6" cle for edges and at 12" c/c for intermediate supports. 7. in general, the following framing notes shall apply: use double studs under openings less than 4' -0" wide and triple studs under openings 4' -0" wide and larger. Provide bridging consisting of metal cross (Simpson NC,Nl3 or T13), Ix wood cross or 2x solid wood blocking at 8' -0" min. for toor joist spans 10' - 0" or larger and at 4' - 0" for roof ratter spans 8' - 0" and larger. Provide double joists under partitions above which are parallel to joist span. Provide solid blocking (2x dimension. !umber) of members in the span. The number of wail studs at the bearing points of multiple beam shall exceed the number of members in the beam by one, and the centerline of the beam shall be the centerline of the supporting wall studs. 8. Exterior stud walls shall with plate height of nominal 8' shall be framed with 2x4's at 16" etc. Fxterior stud walls with plate heights greater than 8'-0" but less than 10' -0" shall be framed with 2x6's at 16" c%. Exterior stud walls with plate heights 10'-0" or greater shall be tamed as shown on the drawings. FOUNDATION NOS 5t6 5kl, 1. Fou�ndations are designed for an as ed soil bearing capacity of 2500 psf. Unless otherwise noted, the contra t aeltresponsible . anti the Engineer of record if any soils are found to be unsuitable for this bearing contractor is responsible to obtain soil testing to insure that the bearing capacity of the soil s or ex s his, due. All fill is to be compacted. to 95% density as measured by the Slarie for Test (ASTM D- 1557). -Such tests may be required by the t?ngir of Record. 2. All concrete work is to conform to ACI 318 and the Concrete Genera! Notes included elsewhere in these documents. J. M soils and fill under floors and/or within or under buildings shall have pre - construction soil treatment for protection against termites. The standards of the National Pest Control Association shall be deemed as approved in respect to pre - construction soil treatment for protection against termites. Certification of compliance shall be issued to thel3uildirfg Department by a licensed pest control company. 4. All footing excavations shall be neat, straight and level in the proper elevations to receive the concrete. Excessive variations in the dimensions of footings or stabs will not be permitted. Reinforcing steel and mesh shall be accurately placed and supported to maintain its position during the concrete pouring. Edge forms shall be used for concrete that will be exposed. 5. Refer to Architectural, Plumbing, Mechanical and Electrical drawings for the sizes and locations of slab penetrations that are not shown on the Structural Drawings. All stab penetrations are to be the responsibility of the contractor. 0 ,clgr CoNC. ()MV 1 • 6 • • • • v . • t • r , • • • • • •/ • zz r M 0 r 2 1.45 PP�FiKING <`REA. - • o E�ciyTiN� RED �.F Eye. f ___ 4 E. cr sTRoo Z 11.75 TILE Rosa' • • • 13.75' 0 I N ' LEGiL bES L.oT I S- I G EsLoc i4 -9 MIAr1I SHORE 6 5 E C"T'i o l-1 t40.1 P 130o 1.1 to pAGe pAn c otiFrY FL. G Row N of FS o' p INSTALL L13f BOHM nt: Pffit k 13 fl • VAS 2.1 t`iOt)E3. Exitir sg'riG Amu? r✓. F. WARNING THE APPROVED SEPTIC TANK DRAINFIELD INVERT ELEVATION MAY BE THE CONTROLLING FACTOR IN DETERMINING FINISHED FLOOR ELEVATION. S I E 13 r 1 iT (70(-3 '/ 1 i __J. __._GAL. (MIN) OPTIC TANK ` RAINFIELD L 1 L SQ FT. (MIN) of OF WW1 COARSE ?AND =a OOTEO 1 OF CH WIELD 0; L ei Vfi t:e. t Xr'3 a if a 1. • r: 1 i:rl`�EI � `!ti) a t i i Tii;?tJ rrtE i3U Pfl):1 5 0 t iJ 112A: 'MENU' l!� ZONING LEGEND. SINGLE FAMILY Sc DUPLEX ZONING: HEIGHT ( TO RIDGE OF ROOF ) NET LAND AREA Reinforced footings Slabs & Beams Building Columns 'V e ETF NQ/,E„l 1. Except where otherwise noted, cast in place concrete shall have the minimum compressive sirengths at 28 days: Footings: Slabs on Grade: Columns Rc Beams: Reinforced Walls: Lintels: Slabs Above Grade: 2500 psi 2500 psi 3000 psi 3000 psi 3000 psi 2500 psi For all concrete, the proportions of cement, aggregate, and water to attain required plasticity and compressive strength shall be in accordance with AC1318 Code. Concrete shall contain six percent, phis or minus one, (6 % ±) entrained air through the use of air entrained concrete or an air entraining admixture conforming to ASTM (320. Slumps for various kinds of construction shall be as follows: Reinforced footings Slabs & Beams Building Columns MAXIMUM 3" 4" 4" MAXIMUM: 3" 4" 4" 2. Except as specified otherwise, concrete shall be ready mixed and delivered to the project in accordance with A.STM. C94. Cylinder tests are required for each fifty yards of concrete, or any portion thereof_ Slump tests are to accompany each cylinder test and as otherwise directed by the Engineer ofRecord. 3. Before placing concrete, all debris, water and other deleterious material shall be removed f}om the plac-es to be occupied by the concrete. The placing of all concrete shall be in accordance with ACI 318 and ASTM C94 requirements. Pumping of concrete will be permitted only with the Engineer of Record's approval of proposed concrete rnix and method of pumping. Concrete shall be rapidly handled from mixer to tomes and deposited as neatly as possible to its final position to avoid segregation due to re- handling. Concrete shall be spaded and worked by hand and vibrated to assure close contact with all surfaces of forms and reinforcing steel and leveled off at proper grade to receive finish. All concrete shall be placed upon clean, damp surfaces. Vibration shall be applied directly to the concrete and shall be sufficient to cause Clow of settlement but not long enough to cause segregation of the prix. Operation of the vibrator shall be the sole responsibility of one man during the placing of concrete. 4. Construction joints shall be located in accordance with ACI 301. All reinforcing steel shall be continuous across joints. 5. In slabs on grade, saw contraction joints not over twenty feet center -to- center each way. Joints shall be sawn a minimum depth of '4" art a maximum depth of one -third of the slab thickness. Sawing of the joints shall commence as soon as the concrete has hardened suflicientty to permit sawing without excessive raveling. Fill saw cuts with approved joint filler after concrete has cured. 6. Concrete, when deposited, shall have a temperature not below fifty degrees Fahrenheit (50 °F) and not above ninety degrees Fahrenheit (90°F). the methods and recommended practices as described in ACI 604 shall be followed for cold w eather concreting and ACI 605 for hot weather concreting. 7. Freshly placed concrete shall be protected from premature drying by one of the following methods: (1) Ponding or continuous sprinkling (11) Absorptive mat or fabric kept continuously wet; (iii) Waterproof paper conforming to ASTM C171; (iv) Application of an approved chemical curing compound. The curing shall continue until the cumulative number of days when the ambient above fifty degrees Fahrenheit (50 °F) has totaled seven. During curing, the concrete shall be protected from any mechanical injury, load stresses, shock, vibration of damage to finished surfaces. 8. Reinforcing steel bars shall be deformed in accordance with ASTM A305 and A408 and formed of ASTM A61.5 -78 Grade 60 steel. Welded wire fabric reinforcing to be ASTM A185 steel wire, spot welded at intersections. Owners option to use FIBERMMESII Concrete per(ASTM C-11.16) Accessories shall conform to the CRSI "Manual of Standard Practice". The following minimum concrete cover shall be provided over reinforcing bars: Exposed to Earth: Exposed to Weather: Slabs not Exposed to Weather. Beams and columns: LOT COVERAGE ( EVERYTHING UNDER ROOF ) SETBACKS: I20 FRONT 2 y (ill SIDE iLI • o SIDE 22. 0' REAR S 7,o r SLUMP SLUMP SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE PROPERTY. LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. 3" 2" 1" 2" 9. Shop drawing are required for the following items: concrete mix; reinforcing bars with bending schedule; inserts and attachments; formwork, shoring and re- sboring (signed and sealed by the Specialty Engineer responsible for design). AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL. MINIMUM 2" 3" 3" MINIMUM 2" 3" 3 PAUL CALLI SCALE 1 " APPROVED BY: C MITCHELL PE DATE 2-24-02 CHARLES C. MITCHELL P.E. CIVIL / STRUCTURAL it 111 1515 N.W. 167th ST. SUITE 110 - f MIAMI, FL 33169 PHONE: (305) 945 -0202 37 NE 97 ST MIAMI FL. DRAWN BY KT REVISED DRAWIN NUMBER 1 ° '�1 • tECHNICAL. IMAGE PRODUCTS 2 :; 5 0 .DOWELS X 5' - O" DRILLED 4 GROUTED 6" INTO EXIST T.B. EXIST 8" X 12" TIE E35AM EXIST 8" WALL EXIST FOOTING • MIN. DRILL 4 EPDXY GROUT 2# 5 0 X 5' -0" LG. IN BOTT 6" INTO EXISTING FOOTING 4 SPLICE 2' -6" W/REINP. OF NEW FOOTING OLD TO ND'N CONSTRUCTION DOV\IEL DETAIL NTS ' ,11 111 IA 1 Li I. ICI . i L I .. I. 11 o.. 111 a u ., ...e.... •............«.....e...._ ........ ._ •....,.w,..... ......................... —._ 4 1. ..................o++ ........,...«..w...... .w..M,,..... wnw SW* Sn......... IIIIr(� ir-1111. NEE 6" X 12" TIE BEAM PROPOSED 8" X12. STARTER 'COLUMN ATTACH TO EXISTING WALL W/ 5/8" OiNEL 12" LONG IN EPDXY @ 24" .G. (TYF'.) GUT EXISTING Poor NG TO MATCH WALL - - 4...............w... +.... •• - .....w.w+...+..w • root ..r...,...w• , .... �. ............... . . .....,... .w. ..�.... ,.........J.. �..... ..._.. mow .w., w.��..,.. .. .............. .........:.....,... __..... • ........,...a....... -41.4.0.4 • rn* O a......... ._...........+....s. *____ ..w1b.W'nM..iWMea._* 4 .Ia..e1M.».M.i.w Mxw.. . ............ .wM.r. .......,., . W. I TE-I k-1 i.71sp ..�0� psF �/ -.v. m.. ...nll.i.l.Menr ,nu.. +.• I•A.y.......M+..n..M tu••■•H•••■ ..w .n.w+a..wm. . .nwL..»..M •• . . n... ..............n.........n....�M ...wV..r.rw+.n+.l:w.rn• , . ......fin w.n..r...++• .n.•.••..w......n.•..rJ. • .. .+.w.i.wJw.ww... ..... ._., .... - ., . .. M....w....Awww..wm..6 .....rw..4- ....... ...u.4, ..u... .r__... ****400 .y.+... ..w• ....d �wN....w.... . ...N..... +... +....nom .4 ....... ....r ..,b+.n......aw*/ ;...... .....aw. . 4. W... -- W .4— V' I. • .W... . ... ., w..,....__J,..., ..,........,...,._.w *re. ........... ..».....»..,w w~...... • w ... .... ..1*,..... .....,........ ,........ ....,....,.,. J w ...wwF `V.p.t.,.+..M .... ..vy........w .1 ...w ............s. +w.+.... 0.41.0.10........ r.«.,w�... ..w ..... .......... re .1........ .4....*.. . M ..rr....w.M1 Ayr .. ..,...�. .. , . ..a..M... r......... ..,.....�.. ...... .._, . ..,..._,..,....,.. ..mow.. ...,....+..,...J. ........... 4./•••••••••* , .- _ ..... •••• r - ulvo;Jh F7SiGN WIND LOADS (PSG) WIND ZONE MEAN ROOF HOT. 12.32' ZONE # 4 (INTERIOR) +- P� • 7 PSF' . a sa.w... 41.• w.�e.we..s.v w..a......rr **oats as .....o..N...�.... .s...r�...M.....ti **re ••••■■••.:....•••o-•....... ....nw...wra.............. ............... ...M.... .....,. .......+.a.. .....n.. ___ ... .... . ....w..- ........+.r+.w.......n .................. POSITIVE NEGATIVE PSF i 4.25' 4.92' 1.91' 3 FEET (MINIMUM) ZONE # 5 (EXTERIOR) POSITIVE - Tw 9t PSF. ......u...«.... rao...r.,. wore AM...r+....w ..nvr.c.v:W.. 0 a..' r. _ ...M...,_ . _j_ � .Y . - .,.,.... .. .......... ...,......w_.«w...... - .. ..�.... .. SCALR: 1 DATE1 NEGATIVE — .8.e. g PSF ZONE "4" IS THE INTERIOR ZONE. ZONE "5" IS THE EXTERIOR ZONE, WHICH IS BASED ON THE FOLLOWING 10% OF ENDWALL WIDTH (0.10)(42.58) 40% OF MEAN ROOF HEIGHT - (0.40)(12.32`) . 4% OF LONGEST WALL = (0.04)447.83) 3 FEET (MINIMUM) DESIGN is BASED ON SBC -- 97, 110 MPH WINDS, "COASTAL ZONE" EXPOSURE, & AN IMPORTANCE FACTOR = 1.05 . ABOVE TABLES FOR WAND LOADS ARE BASED COAS OR NON — COASTAL BUILDING ZONES, FOR ANY TRIBUTARY AREA ON THE BUILDING AND THE ROOF SLOPE GREATER THAN 10" . BUILDINGS ARE CATEGORY I FOR THIS DESIGN. FOR WOOD FRAMED CONSTRUCTION, 1/4" DIA. WOOD LAG- -SCREW w/ 1 7/8 j" EMBEDMENT (MINIMUM), 12" o/c FOR MASONRY CONSTRUCTION, USE 1 /4 "DIA. w TAPCONS w/ 1 1/8" EMBEDMENT (MINIMUM), 12" o/c . FOR THE SPECIFIED MANUFACTURER OF SHU HERS, STORM BARS AND HEADER REINFORCING ARE NOT REQUIRED. STORM PANELS ARE TO BE BOLTED TO HEADER AND SILL MOUNTS USING 1/4" DIA X 3/4" LONG (20 S.S.) STUDS SPACED 6" o/o ALONG HEADER & SILL MOUNTS, SCREWS do TAPCONS TO HAVE 2" MINIMUM EDGE DISTANCE WHEN INSTALLING THE HEADER & SILL MOUNTS. FASTENINGS FOR SHUTTERS SHOULD HE PER MANUFACTURER'S SPECIFICATIONS OR AS NOTED ABOVE. GOVERNING WIDTH 6.0 ' FOR ZONE "5" FOR THIS INSTALLATION go ps PAUL CAW APPROVED BY N '7 ST 1 I: C. MITCHELL PE 114 w FL. DRAWN BY K REVISED DRAWING NUMBER 2 TECHNICAL IMAGE PRODUCTS NEW 13ENN1 oo M NEW WALL 5 FoR c Lo5ET'5 NEW' GI,o. lb NE I1 cLo )(I MASTED 2Ep?porl E X I crI N G e,EDRabM NEW ofEN FaR 3 ° X (p c'oNc RETE FLO cR I rrl E 5Togi1CaE SR C - -A 51 -ILLL $E RAISC-ID T° M Arrd H G2C1y Nou5E AND tie 4 oec•Koctil AEI-10 %E Exl yT PA RTI 1 01 WALL 8"X12" CONCRETE STRTER COLUMN W /4 #5 VERTICLE AND #3 TIES AT 8" O.C. ALSO W/ 4 #5 DOWELS W /30" MIN. AND SET IN EPDXY GROUT INTO EXISTING CONCRETE TIE BEAM 8 "X12" CONC. TIE COLUMN, W/4 #5 VERTICLE AND #3TIES AT 8" O.C. EACH COLUMN TO BE PLACED AT EACH CORNERAND AT ANY OPENING GREATER THAT 8'-0". 1 - #5 VERTICLE REINF. IN CONCRETE FILLED CELL TO BE PLACED AT EACH SIDE OF THE DOOR OR WINDOW THAT IS 3' -0" BUT LESS THAN 8' -0" IN LENGTH. ANCHOR INTO FOOTING AND TIE BEAM WITH STD HOOKED. PROVIDE # 5 DOWELLS WITH 30" MIN LAP AND DRILLED /SET IN EPDXY GROUT 6" MIN. INTO NEXITING FOOTING AND THE BEAM. 12"X16" CONT. COCRETE FOOTING W/ 2 #5 CONT. AND 1 #5 TRANSVERSE BAR 12" O.C. E1S I evil►16 STUby 12-0 BEAM SOT. REINF. (SEE SCHEDULE) EXIyTING �I N I ICJ Ci CONT. TIE BEAM RE INFORC ING ESC I c,T"I N G I�I TGHcN O O O O O 0 _—WALL YERT. REINR. (EACtl SIDE) TYP. CONC. BEAM BEARING DETAIL SCALE: N.T.S. ' s II 5-111:? LxwNo EX I DTI NG LI VI N AM. 11 r -r was oo o - - °'^' HEW Vi T 1 o J O STR�GT�RAL P L A i»1 !/Lj' LE, 1 1 11 1 EXIT ING t7oor opENINC1 61-1A LL PEE iticLoSErj 11 tI 8' X I2- Ca N G - n - BE,N M 14 ` cour I • 5 VERTICAL IN BLOCK CELL FILLED WITH CONC. (SEE FOUNDATION PLAN) 5X I STINCI M7Soori DOOR AND WINDCW BUCK DEt4IL SCALE: 1 1 cLo STRUCTURAL NOTES: (FOR DOORS) 2 x 4 P.T. WOOD BUCK WITI -a x 3' TAPCON SCREW 6' O.C. FROM THE ENDS AND ELSEWHERE (FOR WINDOWS) I x 4 P.T. WOOD BUCK WITH 1/4' X 21/4' TAPCON SCREW s 4' O.C. FROM THE ENDS 15' O.C. MAXIMUM ELSEWHERE J r 3/ 11_01 • • Y 1) CONCRETE: ALL CONC. FOR FOUNDATIONS & SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. MIN. COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHEREWISE NOTED 2) REINFORCEMENT: ALL REINF. STEEL TO BE A.S.T.M. 615 GRADE 60. 3) WOOD: ALL LUMBER SHALL HAVE A MINIMUM FIBER BENDING STRENGTH OF 1,050 P.S.I. ALL LUMBER IN CONTACT WITH CONC. SHALL BE PRESSURE TREATED AND HAVE A MIN. FIBER BENDING STRENGTH OF 1,200 P.S.I. Grade #2 Southern Pine 4) STEEL: ALL STEEL CONNECTIONS SHALL BE DADE COUNTY APPROVED AS PER S.F.B.C.. MINIMUM COVER ON NON — PRESTRESSED STEEL;CAST AGAINST & PERM. EXPOSED TO EARTH 9 3 "; EXPOSED TO EARTH OR WEATHER, #5 BARS OR SMALLER 9 1 -1/2 "; #6 BARS OR LARGER 9 2 "; NOT EXPOSED TO WEATHER OR GROUND CONTACT,(SLABS, WALLS, OR JOIST) #11 BARS OR SMALLER © 3/4 ", (BEAMS, GIRDERS, OR COLUMNS) 9 1 - 1/2 ". MIN. HORZ. CLEAR DISTANCE BETWEEN BARS IN A LAYER: BEAMS: MAX. OF ONE BAR DIA. OR 1" WALLS: MAX. OF ONE BAR DIA. OR 1" MIN. VERT. CLEAR DISTANCE BETWEEN BARS IN A LAYER: BEAMS: 1" MAX. REBAR SPACING (CLEAR DISTANCE) WALLS & SLABS: MIN. OF 3 TIMES THE WALL OR SLAB THICKNESS, OR 18 ". MIN. SPLICE TENSION LAP LENGTH IS 12" SPLICES FOR 11E BEAM REINFORCEMENT SHALL BE A MIN. OF 36 BAR DIAMETER OR 18 ", WHICHEVER IS GREATER. SPLICES FOR COLUMN REINFORCEMENT SHALL BE 48 BAR DIA. 5) MASONRY: ALL CONC. MASONRY UNITS SHALL HAVE A MINIMUM PRISM STENGTH OF F'm = 1,500 P.S.I. AND SHALL COMPLY WITH CHAPTER 27 OF S.F.B.C. AND WITH A.S.T.M. C -90. ALL MORTAR TO BE TYPE 'S' OR BETTER AND COMPLY WITH A.S.T.M. C -270. GROUT FOR FILLING CELLS SHALL CONFORM TO A.S.T.M. C -476. BURGLAR I \TR SIO\ - ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300Ibs. • APPLIED IN ANY MOVABLE DIRECTION, & IN ACCORDANCE: WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE: SOUTH FLORIDA BUILDING CODE. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY -IN- THE - KNOB -LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE & LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, & SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED & LOCKED BY ELECTRIC POWER HINGES ON EXTERIOR OUT- SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS. JAMBS OF ALL EXTERIOR OFFSET TYPE IN- SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS & LATCHES. SINGLE -SWING EXTERIOR DOORS , IF''WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8" THICK. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLASS DOORS, SHALL COMPLY WITH "AMERICAN NATIONAL STANDARDS INSTITUTE" STANDARD 297.1. 0. SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION & SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. I. GLASS & EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE - STANDARD 297.1. ?. SINGLE -SWING EXTERIOR & SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1 -3/8" THICK SOLID CORE & SHALL BE SECURED WITH A LATCH & SINGLE DEAD BOLT WITH A 1" MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THRC A MIN. OF 1/2" & BOLTS HAVING A 1" MIN. THROW. PAUL CALLI SCALE: ARDWAR • (.;°rLL \i- LLS C. MITCHELL P. E. CIVIL / STRUCTURAL # 11127 1515 N.W. 167th ST. SUITE 1104 MIAMI, FL 33169 PHONE: (305) 945 -020 APPROVED BY: I DRAWN BY rd DATE: 4 -0 2_ C. MITCHELL. P REVISEQ E RR\ 3 7 NE 97 ST MIAMI FL. DS WING NUMBER �� �1 Poo cHEPu O 3' x 6:- $ � 13/ �� y W o0 h 60 LID rNRE4H METAL FRAMt; j4ocO NELJ NEIJ 3e 11 Plit-i cl. ErAil, FRENCH DOOR o z1gx 6 ': $ .1 5/$ woop H E 0 3 t'1ETAL S. tortE META' WooO ® t1 • Co "d'1 Woot) 6t.rcL.o • . JOOD N EW cLoS er 0 2 -. S 1' ? - 6: 1 WooD ', coRE 0 1400D NEW 1 ) C vENf 120 0 0 EXISTING TECHNICAL IMAGE PRODUCTS NEW 13ENN1 oo M NEW WALL 5 FoR c Lo5ET'5 NEW' GI,o. lb NE I1 cLo )(I MASTED 2Ep?porl E X I crI N G e,EDRabM NEW ofEN FaR 3 ° X (p c'oNc RETE FLO cR I rrl E 5Togi1CaE SR C - -A 51 -ILLL $E RAISC-ID T° M Arrd H G2C1y Nou5E AND tie 4 oec•Koctil AEI-10 %E Exl yT PA RTI 1 01 WALL 8"X12" CONCRETE STRTER COLUMN W /4 #5 VERTICLE AND #3 TIES AT 8" O.C. ALSO W/ 4 #5 DOWELS W /30" MIN. AND SET IN EPDXY GROUT INTO EXISTING CONCRETE TIE BEAM 8 "X12" CONC. TIE COLUMN, W/4 #5 VERTICLE AND #3TIES AT 8" O.C. EACH COLUMN TO BE PLACED AT EACH CORNERAND AT ANY OPENING GREATER THAT 8'-0". 1 - #5 VERTICLE REINF. IN CONCRETE FILLED CELL TO BE PLACED AT EACH SIDE OF THE DOOR OR WINDOW THAT IS 3' -0" BUT LESS THAN 8' -0" IN LENGTH. ANCHOR INTO FOOTING AND TIE BEAM WITH STD HOOKED. PROVIDE # 5 DOWELLS WITH 30" MIN LAP AND DRILLED /SET IN EPDXY GROUT 6" MIN. INTO NEXITING FOOTING AND THE BEAM. 12"X16" CONT. COCRETE FOOTING W/ 2 #5 CONT. AND 1 #5 TRANSVERSE BAR 12" O.C. E1S I evil►16 STUby 12-0 BEAM SOT. REINF. (SEE SCHEDULE) EXIyTING �I N I ICJ Ci CONT. TIE BEAM RE INFORC ING ESC I c,T"I N G I�I TGHcN O O O O O 0 _—WALL YERT. REINR. (EACtl SIDE) TYP. CONC. BEAM BEARING DETAIL SCALE: N.T.S. ' s II 5-111:? LxwNo EX I DTI NG LI VI N AM. 11 r -r was oo o - - °'^' HEW Vi T 1 o J O STR�GT�RAL P L A i»1 !/Lj' LE, 1 1 11 1 EXIT ING t7oor opENINC1 61-1A LL PEE iticLoSErj 11 tI 8' X I2- Ca N G - n - BE,N M 14 ` cour I • 5 VERTICAL IN BLOCK CELL FILLED WITH CONC. (SEE FOUNDATION PLAN) 5X I STINCI M7Soori DOOR AND WINDCW BUCK DEt4IL SCALE: 1 1 cLo STRUCTURAL NOTES: (FOR DOORS) 2 x 4 P.T. WOOD BUCK WITI -a x 3' TAPCON SCREW 6' O.C. FROM THE ENDS AND ELSEWHERE (FOR WINDOWS) I x 4 P.T. WOOD BUCK WITH 1/4' X 21/4' TAPCON SCREW s 4' O.C. FROM THE ENDS 15' O.C. MAXIMUM ELSEWHERE J r 3/ 11_01 • • Y 1) CONCRETE: ALL CONC. FOR FOUNDATIONS & SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. MIN. COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHEREWISE NOTED 2) REINFORCEMENT: ALL REINF. STEEL TO BE A.S.T.M. 615 GRADE 60. 3) WOOD: ALL LUMBER SHALL HAVE A MINIMUM FIBER BENDING STRENGTH OF 1,050 P.S.I. ALL LUMBER IN CONTACT WITH CONC. SHALL BE PRESSURE TREATED AND HAVE A MIN. FIBER BENDING STRENGTH OF 1,200 P.S.I. Grade #2 Southern Pine 4) STEEL: ALL STEEL CONNECTIONS SHALL BE DADE COUNTY APPROVED AS PER S.F.B.C.. MINIMUM COVER ON NON — PRESTRESSED STEEL;CAST AGAINST & PERM. EXPOSED TO EARTH 9 3 "; EXPOSED TO EARTH OR WEATHER, #5 BARS OR SMALLER 9 1 -1/2 "; #6 BARS OR LARGER 9 2 "; NOT EXPOSED TO WEATHER OR GROUND CONTACT,(SLABS, WALLS, OR JOIST) #11 BARS OR SMALLER © 3/4 ", (BEAMS, GIRDERS, OR COLUMNS) 9 1 - 1/2 ". MIN. HORZ. CLEAR DISTANCE BETWEEN BARS IN A LAYER: BEAMS: MAX. OF ONE BAR DIA. OR 1" WALLS: MAX. OF ONE BAR DIA. OR 1" MIN. VERT. CLEAR DISTANCE BETWEEN BARS IN A LAYER: BEAMS: 1" MAX. REBAR SPACING (CLEAR DISTANCE) WALLS & SLABS: MIN. OF 3 TIMES THE WALL OR SLAB THICKNESS, OR 18 ". MIN. SPLICE TENSION LAP LENGTH IS 12" SPLICES FOR 11E BEAM REINFORCEMENT SHALL BE A MIN. OF 36 BAR DIAMETER OR 18 ", WHICHEVER IS GREATER. SPLICES FOR COLUMN REINFORCEMENT SHALL BE 48 BAR DIA. 5) MASONRY: ALL CONC. MASONRY UNITS SHALL HAVE A MINIMUM PRISM STENGTH OF F'm = 1,500 P.S.I. AND SHALL COMPLY WITH CHAPTER 27 OF S.F.B.C. AND WITH A.S.T.M. C -90. ALL MORTAR TO BE TYPE 'S' OR BETTER AND COMPLY WITH A.S.T.M. C -270. GROUT FOR FILLING CELLS SHALL CONFORM TO A.S.T.M. C -476. BURGLAR I \TR SIO\ - ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300Ibs. • APPLIED IN ANY MOVABLE DIRECTION, & IN ACCORDANCE: WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE: SOUTH FLORIDA BUILDING CODE. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY -IN- THE - KNOB -LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE & LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, & SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED & LOCKED BY ELECTRIC POWER HINGES ON EXTERIOR OUT- SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS. JAMBS OF ALL EXTERIOR OFFSET TYPE IN- SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS & LATCHES. SINGLE -SWING EXTERIOR DOORS , IF''WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8" THICK. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLASS DOORS, SHALL COMPLY WITH "AMERICAN NATIONAL STANDARDS INSTITUTE" STANDARD 297.1. 0. SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION & SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. I. GLASS & EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE - STANDARD 297.1. ?. SINGLE -SWING EXTERIOR & SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1 -3/8" THICK SOLID CORE & SHALL BE SECURED WITH A LATCH & SINGLE DEAD BOLT WITH A 1" MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THRC A MIN. OF 1/2" & BOLTS HAVING A 1" MIN. THROW. PAUL CALLI SCALE: ARDWAR • (.;°rLL \i- LLS C. MITCHELL P. E. CIVIL / STRUCTURAL # 11127 1515 N.W. 167th ST. SUITE 1104 MIAMI, FL 33169 PHONE: (305) 945 -020 APPROVED BY: I DRAWN BY rd DATE: 4 -0 2_ C. MITCHELL. P REVISEQ E RR\ 3 7 NE 97 ST MIAMI FL. DS WING NUMBER �� �1 I LE $C t° I P kfirIDo, SIZE MATERIAL, TYPE REr1ARIO NE 14 1 0 2 Go3' 4L-GL GLIDER 0 - 1- 37" 65" AL GL GLIt NElJ1 0 2 03" AL- GL emEMENT EXISTIINIG 0 2(.04 AL - (L CASEMENT EXIyTING 0 3- 37 " AL _ GI- .ASEMENT EXISTING TECHNICAL IMAGE PRODUCTS NEW 13ENN1 oo M NEW WALL 5 FoR c Lo5ET'5 NEW' GI,o. lb NE I1 cLo )(I MASTED 2Ep?porl E X I crI N G e,EDRabM NEW ofEN FaR 3 ° X (p c'oNc RETE FLO cR I rrl E 5Togi1CaE SR C - -A 51 -ILLL $E RAISC-ID T° M Arrd H G2C1y Nou5E AND tie 4 oec•Koctil AEI-10 %E Exl yT PA RTI 1 01 WALL 8"X12" CONCRETE STRTER COLUMN W /4 #5 VERTICLE AND #3 TIES AT 8" O.C. ALSO W/ 4 #5 DOWELS W /30" MIN. AND SET IN EPDXY GROUT INTO EXISTING CONCRETE TIE BEAM 8 "X12" CONC. TIE COLUMN, W/4 #5 VERTICLE AND #3TIES AT 8" O.C. EACH COLUMN TO BE PLACED AT EACH CORNERAND AT ANY OPENING GREATER THAT 8'-0". 1 - #5 VERTICLE REINF. IN CONCRETE FILLED CELL TO BE PLACED AT EACH SIDE OF THE DOOR OR WINDOW THAT IS 3' -0" BUT LESS THAN 8' -0" IN LENGTH. ANCHOR INTO FOOTING AND TIE BEAM WITH STD HOOKED. PROVIDE # 5 DOWELLS WITH 30" MIN LAP AND DRILLED /SET IN EPDXY GROUT 6" MIN. INTO NEXITING FOOTING AND THE BEAM. 12"X16" CONT. COCRETE FOOTING W/ 2 #5 CONT. AND 1 #5 TRANSVERSE BAR 12" O.C. E1S I evil►16 STUby 12-0 BEAM SOT. REINF. (SEE SCHEDULE) EXIyTING �I N I ICJ Ci CONT. TIE BEAM RE INFORC ING ESC I c,T"I N G I�I TGHcN O O O O O 0 _—WALL YERT. REINR. (EACtl SIDE) TYP. CONC. BEAM BEARING DETAIL SCALE: N.T.S. ' s II 5-111:? LxwNo EX I DTI NG LI VI N AM. 11 r -r was oo o - - °'^' HEW Vi T 1 o J O STR�GT�RAL P L A i»1 !/Lj' LE, 1 1 11 1 EXIT ING t7oor opENINC1 61-1A LL PEE iticLoSErj 11 tI 8' X I2- Ca N G - n - BE,N M 14 ` cour I • 5 VERTICAL IN BLOCK CELL FILLED WITH CONC. (SEE FOUNDATION PLAN) 5X I STINCI M7Soori DOOR AND WINDCW BUCK DEt4IL SCALE: 1 1 cLo STRUCTURAL NOTES: (FOR DOORS) 2 x 4 P.T. WOOD BUCK WITI -a x 3' TAPCON SCREW 6' O.C. FROM THE ENDS AND ELSEWHERE (FOR WINDOWS) I x 4 P.T. WOOD BUCK WITH 1/4' X 21/4' TAPCON SCREW s 4' O.C. FROM THE ENDS 15' O.C. MAXIMUM ELSEWHERE J r 3/ 11_01 • • Y 1) CONCRETE: ALL CONC. FOR FOUNDATIONS & SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. MIN. COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHEREWISE NOTED 2) REINFORCEMENT: ALL REINF. STEEL TO BE A.S.T.M. 615 GRADE 60. 3) WOOD: ALL LUMBER SHALL HAVE A MINIMUM FIBER BENDING STRENGTH OF 1,050 P.S.I. ALL LUMBER IN CONTACT WITH CONC. SHALL BE PRESSURE TREATED AND HAVE A MIN. FIBER BENDING STRENGTH OF 1,200 P.S.I. Grade #2 Southern Pine 4) STEEL: ALL STEEL CONNECTIONS SHALL BE DADE COUNTY APPROVED AS PER S.F.B.C.. MINIMUM COVER ON NON — PRESTRESSED STEEL;CAST AGAINST & PERM. EXPOSED TO EARTH 9 3 "; EXPOSED TO EARTH OR WEATHER, #5 BARS OR SMALLER 9 1 -1/2 "; #6 BARS OR LARGER 9 2 "; NOT EXPOSED TO WEATHER OR GROUND CONTACT,(SLABS, WALLS, OR JOIST) #11 BARS OR SMALLER © 3/4 ", (BEAMS, GIRDERS, OR COLUMNS) 9 1 - 1/2 ". MIN. HORZ. CLEAR DISTANCE BETWEEN BARS IN A LAYER: BEAMS: MAX. OF ONE BAR DIA. OR 1" WALLS: MAX. OF ONE BAR DIA. OR 1" MIN. VERT. CLEAR DISTANCE BETWEEN BARS IN A LAYER: BEAMS: 1" MAX. REBAR SPACING (CLEAR DISTANCE) WALLS & SLABS: MIN. OF 3 TIMES THE WALL OR SLAB THICKNESS, OR 18 ". MIN. SPLICE TENSION LAP LENGTH IS 12" SPLICES FOR 11E BEAM REINFORCEMENT SHALL BE A MIN. OF 36 BAR DIAMETER OR 18 ", WHICHEVER IS GREATER. SPLICES FOR COLUMN REINFORCEMENT SHALL BE 48 BAR DIA. 5) MASONRY: ALL CONC. MASONRY UNITS SHALL HAVE A MINIMUM PRISM STENGTH OF F'm = 1,500 P.S.I. AND SHALL COMPLY WITH CHAPTER 27 OF S.F.B.C. AND WITH A.S.T.M. C -90. ALL MORTAR TO BE TYPE 'S' OR BETTER AND COMPLY WITH A.S.T.M. C -270. GROUT FOR FILLING CELLS SHALL CONFORM TO A.S.T.M. C -476. BURGLAR I \TR SIO\ - ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300Ibs. • APPLIED IN ANY MOVABLE DIRECTION, & IN ACCORDANCE: WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE: SOUTH FLORIDA BUILDING CODE. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY -IN- THE - KNOB -LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE & LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, & SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED & LOCKED BY ELECTRIC POWER HINGES ON EXTERIOR OUT- SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS. JAMBS OF ALL EXTERIOR OFFSET TYPE IN- SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS & LATCHES. SINGLE -SWING EXTERIOR DOORS , IF''WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8" THICK. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLASS DOORS, SHALL COMPLY WITH "AMERICAN NATIONAL STANDARDS INSTITUTE" STANDARD 297.1. 0. SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION & SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. I. GLASS & EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE - STANDARD 297.1. ?. SINGLE -SWING EXTERIOR & SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1 -3/8" THICK SOLID CORE & SHALL BE SECURED WITH A LATCH & SINGLE DEAD BOLT WITH A 1" MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THRC A MIN. OF 1/2" & BOLTS HAVING A 1" MIN. THROW. PAUL CALLI SCALE: ARDWAR • (.;°rLL \i- LLS C. MITCHELL P. E. CIVIL / STRUCTURAL # 11127 1515 N.W. 167th ST. SUITE 1104 MIAMI, FL 33169 PHONE: (305) 945 -020 APPROVED BY: I DRAWN BY rd DATE: 4 -0 2_ C. MITCHELL. P REVISEQ E RR\ 3 7 NE 97 ST MIAMI FL. DS WING NUMBER �� �1 SECTION TECHNICAL IMAGE PRODUCTS .—.• s.w •• •••■• — a- r..a -._..• — BOTTON CHORD TRUSS BRACING 8' -0" LONG MINIMUN 2" X 4" WD BRACES LAPPED OVER A MIN, OF TWO TRUSSES ail ENDS & NAILED TO TRUSSES W/ A MIN. OF 3- 8d NAILS in EACH TRUSS. BRACE SHALL BE INSTALLED @ A MAX. OF 8' -0" O.C. (TYP.) Mi111LAAUII EMMOMEi j (f(rlc ) 1 ''i' TWO PLY TRUSS THREE PLY TRUSS ROOF LOAD ANALYSIS • DEAD LOAD RAFTERS ROOFING TOTAL DEAD LOAD • WIND LOAD • NET UPLIFT U : 39 P5F - 15 P5F • TOTAL GRAVITY LOADS G : 39 P5F + 25 P5F • LOAD TO BEAi1 2( c1X6)112O - IDs 2(21 X Is) - 1201bs SOIL STATEMENT VISUAL INSPECTION REVEALS THAT SUB -SOIL AT FOOYING DEPTH IS CLEAN UNDISTURBED SAND AND ROCK CAPABLE OF SUPPORTING A LOAD OF 2000 PSF. = 5 PSF = 10 P5F 15 P5F q : 21 PSF X (1.32 X .9 r .25) = 39 P5F = 21 P5F = 64 P5F 7 12 5 /8" R.O. WASHER CONNECTION WD. BLOCKING BETWEEN STUDS. PATCH & REPAIR GYP. BD. ON FURRING STRIP. (TYP.) WD. FURRING THIS AREA (TYP) #20 GA. MIL. INSERT WHITE FRAME FIN. MANUF. "GUY GRAY " -- ALL NEW SEALS &. CONNECTORS (TYP) N.T.S. N. T. S STUD WALL CONDITION BLOCK WALL CONDITION WASHER CONNECTION SOIL COMPACTION FILL AND BACK FILL TO BE COMPACTED TO A MINIMUN OF 95% OF THE MAXIMUN DENSITY AT UPTIMUN AS DETERMINED BY SKD. PROCTOR TEST, (1 12' J 3 , R- 30 1N5ULAT?ON 1/2' C OVER P.T. FURLING 5 TRY'S 24 O.G. .(CIELING 4 WALL) 1'X3' P.T. FORKING 5 TK11"5 ,4 ?Flel- it+Col - Ftit eetL W t1 S (ICWN� 8' CONC. 6LOCK w% 6A. t -O ( o L. i ts-1(06. ( 1 R- 5 INSULATION ALFOIL -1' WOOD BASE 41' EXf AN51ON JOINT 4' CONC. SLAB W/ 6 X 6 - 10/10 W.W.M. 4 MIL. POLYFILM VAPOR DAK JEK FELL COMPAGT FILL Iry % PRN�ITY 11E014\ /4 ICALLY TAMPE D DESIGN CRITERIA IDL = 1-1 P5F ( `i P5F UJ /O COV f .) LL= 30 p8r 2 CI a .00256 (K) (IV), K. BO, 1>a 1.05, V= 110 MPN cps 2132 Pe: PRE55URE = q (GCp - C,�C = 2 - 32(C132X - - (25))= PRE55URE = 32.1 IF5F NET UPLIFT= 25.1 P5F AT OVERJ44NG: PRESS. 2132(132X.8 + .7)) 0 54.1 P5F NET UPLIPT= 41.1 P5P F 5}0 goof 1V Be NAILED, MUD AM.) 6l.UCD OR CUFFED OVER HOT MOPPED FELT ON #30 TIN TAGGED FELT ON 3 /6' EXT. RAPE COX PLYwp. ATTACHED W /BJ COMMON NAILS A 4' O.G. AT PANEL EDGES AND 12' O.G. AT INTERMEDIATE 5Ui'PORT. I ' NO S TAPLES ALLOWED • ) rI1 C pi oO F Q‘A or K(U s c. k 16" e ., "` e Kts�C(V j \c fie - cue l b 1110RIGANE STRAP EMf3EggE0 IN O TIE GALV. TRU55 SEAT a EA. TRU55 BEAM STUCCO : DTs TYI'IGAL WALL ' 5EGTION 3/4" = 1' 0• 1111 ELemkrIoo OF" FIiJ. FLOOR To OE N Li'v6S T ik,N ABEVE. F1.0 cgire PA o e rip, CgADe, 11161-152 CONCRETE TIE BEAM -SEE BEAM SCHDL. OR SIZE AND REINF. SULLY GROUTED CELL YV 1 -85 PERT. 11E9 TO HOOK BAR BOTT. 4 10 1 4 STD. I1OOK INTO CONG. SEAM 4 10 5 HOOK COL. BAR YV 9O HOOK 4 EXTEND 30 BAR DIA. INTO COL. 4 90:6 5717. HOOK AT FT6. CONCRETE FOOTING -SEE FOOTING SCI-417L . FOR SIZE 4 REINF. DAT E:2 ..2 i -az a ° e o d ° I- 0' J 5/8' PLYWO SOFFI r W/ q' SCREEN VENT CONT. )44 . R.`two.. v ed NAt(.5 e G,t o,C a PANEL ec'G.S 4 e 12 0.C1 ►) eex4Ev +ere 6UPPOsaj;. 8' X 12' CONC. Ti E ©EAM W/ 4 - #5 coNT. 2- ao''LONG #5 SENT a EA. CORNED 30 ,c3v" 1_,e3 C 1V 6C, 501E hTATEMENT: 501E 0135EKVE0 TO 8E SAND AND ROCK V/ A BEARING CAPACITY OF 2000 1 DE51GN LOAD OF THIS PROJECT 00E5 NOT EXCEED 2000 P.W. t l R 50II. COALITIONS eX13T, NOTIFY 10' X I6' CONC. FOOTING 11/ 2 - #5 CONT. TO DEAR ON UNDISTURBED 501E OK CORAL ROCK a 4 4 4 ° 1 GALV. METAL DRIP STOP 7'X9' WOOD FASCIA NAILED 0 4' O.G. F1NI5I FLOOR FINISI.I GRADE 4 4 4 a I° L a 4 TYPICAL GROUTED CELL DETAIL N TS CHARLES C. MITCHELL P.E. CIVIL /STRUCTURAL # 11127 1515 N.W. 167th ST. SUITE 110 -T MIAMI, FL 33169 PHONE: (305) 945 -0202 ,:),\UL CALLI SCALE: APPROVED BY: C•MITCHELL PE. 31 HE 97 s MIAMI R. DRAWN BY •T• REVISED DRAWING NUMBER of fl TECHNICAL IMAGE PROOUCT3 2L ELEC. CONTRACTOR NOTES ELECTRICAL CONTRACTOR IS TO TEST AND INSPECT THE ENTIRE ELECTRICAL SYSTEM INCLUDING ALL WIRING AND DEVICES. ELECTRICAL CONTRACTOR ALSO NEEDS TO CHECK FOR PROPER GFI TYPE RECEPTACLES AND PROVIDE AS REQUIRED TO COMPLY WITH CURRENT CODE REQUIREMENTS. ANY OTHER REQUIREMENTS TO BRING SYSTEM IN TOTAL COMPLIANCE WITH MOST RECENT CODES WILL BE THE RE— SPONSIBILITY OF THE CONTRACTOR. PANEL SCHEDULE AND ELECTRICAL PLAN ARE PROVIDED FOR CONTRACT— OR USE. MARK ALL CHANGES TO REFLECT AS —BUILT CONDITIONS AND COMPLETE PANEL SCHEDULE INCLUDING CALCULATIONS TO REFLECT AS— BUILT CONDITIONS. SCHEDULE INCLUDING CALCULATIONS TO REFLECT AS —BUILT CONDITIONS. PROVIDE OWNER WITH WRITTEN CERTIFICATION THAT ENTIRE ELECTRICAL SYSTEM IS IN WORKING ORDER AND IN FULL COMPLIANCE WITH CODE. FIXTURES IN CLOTHS CLOSET MUST BE INSTALLED IN CONFORMANCE WITH N.E.C. 410 -8 (1993) GROUNDING ELECTRODE SYSTEM PER NEC 250 -81. ALL GROUNDING ELECTRODES TO BE BONDED TOGETHER. COLD WATER PIPE GROUND TO BE IN DIRECT CONTACT WITH EARTH FOR 10 FT. AND PIPE MUST BE CONDUCTIVE MATERIAL. 2 ADDITIONAL SUPPLEMENTAL GROUNDING ELECTRODES SHALL BE PROVIDED. GROUND ROD ELECTRODES TO BE 8 FT. LONG MIN. AND 5/8" MIN. DIAMETER. DRIVE RODS INTO GROUND MIN. 8' WITH TOP OF ROD AT OR BELOW GRADE. (PROVIDE 10' ROD DRIVEN 10 FEET DEEP IN SOUTH FLORIDA) ExlrirJC -, sTUby NEW 6EDP1 oo M L GLO 6)(0 r 1e) tIg GLo .GIP 0 / 1 E)twri U KiTcNGN I .-t) ``' • r.- .1( rATti �l 0 4l• O. ELE 6T VLA EXi �TIN� MASTED 50Dfoot1 EX I' T I N f LIv1N 6 f11. t-I ScA L e • 1' 5x1 cT1 N6 2' prioom ELECTRICAL SYMBOL LEGEND LIGHT SWITCH Qc DUPLEX WALL RECEPTACLE C GROUND FAULT INTERRUPTER GFI EQUIPPED RECEPTACLE O SMOKE DETECTOR W /BATTERY BACKUP (CONNECT TO 110 VOLT BATH OR KITCHEN LIGHTING CIRCUIT WITHOUT DISCONNECT. INTERCONNECT ALL SMOKE DETECTORS) 240 V OUTLET etn CIRCUIT BREAKER PANEL ELECTRIC DISCONNECT LIGHT FIXTURE al thr 1 EMERG. LIGHT 1 EXIT SIGN. Lac7 - ri a J �F C'(9NDEINKI IN1 G UNIT 4EW OR WATTS VOL T5 I - 8 4.815 120 9 -10 II 12 13. IS 14. IL 11. 18 19 22. 2t 3.000 L500 I.00 120 120 120 L OCA 11 ON LIGHTS 1 RECEP. SMALL APPL. REFRIG. WASHER WATER HEATER DRYER RANGE SMOKE DETECTOR LIGHTS 1 RECEP. BATH ROOM A/C s 125% EXISTING ELECTRICAL SCHEDULE 21 20. 21 3.219 • 1.600 12.305 TOTAL 12.305 WATTS ELECTRICAL NOTES: 1 be 10,000 W a 100% 10.000 W. 21591 W a 10% 11.038 W. A/C • .I25% 12.305 W. TOTAL 33343 W. 120 • 12 120 TOTAL 31594 WATTS 210 • •• •• • • • • • • • • • • WI RE • 12 I 12 1 12 1 12 a 10 It 10 1 • 12 s IZ • • COND CB 1/2' 20 1/2' 20 1/2' 20 I /2' 20 3/4 30 3/1' 30 3/4' 50 1/2' 20 I /2' 20 1,2• 20 ELECTRICAL SPECIFICATIONS Thie work shall comply with the latest applicable requirements of the National Electrical Code, South Florida Building Code, O.S.H.A. requirements and all other local coder and ordinances governing this installation, as a minimum standard, unless specifications listed herein or shown on plans require a higher standard. All electrical material and equipment shall be approved by U.L. and shall bear the U.L. label. The work included consists of all supervision, labor, materials, equip— ment facilities and installation required for the complete satisfactory and approved electrical and communication systems as indicated on the drawings and called for in this specification, or as may be reasonable implied by either. All notes on the drawings pertaining to the work of this trade shall be considered as part of this specifications and contract. The electrical contractor shall furnish, install and maintain temporary electric power and lighting for all trades. Conductors shall consist of 98% conductivity copper, types TW and THW & THHN as indicated. Sizes are AWG. Conductors size #8 and larger shall be type THW & THHN, stranded, copper. Conductors size #10 and smaller shall be copper, type TW, solid, unless noted otherwise. Receptacles shall be 15/20A, 125 V AC, 2 pole, 3 wire single or duplex grounded type except where specific purpose, locking or higher rated receptacles are shown on the drawings. Wall switches shall be of the totally enclosed tumbler type with bodies of phenolic compound. Handles shall be ivory color. Contractor shall verify all equipment nameplate data for wiring and over — current protection requirements before rough —in work. All conductors shall be run in conduit or be "ROMEX" type approved for residential use except as noted on plans. All exposed conduits shall be run as neat and inconspiciou:s as possible and shall be painted to match color of surroundings. Flexible conduits shall be used to connect all vibrating equipment such as motors, lighting fixtures, etc. Flexible conduit shall be "Liquid Tight" when exposed to weather. Contractor shall verify Job conditions, wall construction and suspen— sion systems for selection of the proper trim and support arrange— ments of all outlets. Panel directories to be typed accurately to show as —built conditions. Electrical contractor shall coordinate his work with owner before rough installation of lights, receptacles and switches for exact location. Coordinate all service entrance work with FP &L, Co. 50 • • • 3 TONS t REI1 ARK 5 405 S.F. X 3 W /S.F. 1500 W. EA. CIRCUIT 1093 S.F. X 3 W /S.F. ,c. LONA 33343 W — 230 VOLTS = I44.91 AMPS. EXISTING 150 AMP SERVICE PANEL RISER DIAGRAM 1 L C.U. 'r0 ..- C.W.P. PLAN F 3 - I/O THWN C.U. IN 11/2* COND. I Ili Cu TO (2)- I0' X 5/ 8' DIA. GROUND ROD SC ALE : � D ATE : Z .. 1.~ )2 150 AMP ANEL r DIA. COMD, c -o ---� U. MITCHELL P.E. CIVIL / STRUCTURAL # 11127 1515 N.W. 167th ST. SUITE 1104 MIAMI, FL 33169 PHONE: (305) .;, R I'AUL CALLI APPROVED BY: . 1 DRAWN BY C. MITCHELL. P REVISEDKE rR 37NE97 ST MIAMI FL. DRAWING NUM8ER S�FrI Improm w.Y.. 1._ :^. NUII 13ED1 M So c F 11 EIS I ti11146 sTUeY • • 1 1 12)U ct -LAW 50 cf H Ex Iy� ' I N6 I'INIh16 E�CiSri N U I� ►T6Hr . N ig TP-1 1 '' -EX 2uc f 1 0 X10:. 17 - J • 110 6FM A it-tX Dud r 5-15- O 1 A YLAt\ A NA WOO Y (0)(6 TAI E A kip NUM w 414.1 ••• d NI•M .!• .r• — •M MI — ••• - O•• •N •r MP, — — r1• M )Cl bep NELJ FA EXI0'1NG L.II/IN API. D4 t 22(7 cFM . I2XI2X Icy cp Z7ocF I N G f'1 Th Pi aM gf� 1N N A113 D15Tfz>J6I- I I� 170}4 =XI rNJ . 4 1- 11 OXIONG 2 ?c -I J . I;ocFv 6L0 cLo FL_Lj 5X d T1N� •Edr400M , O cFM IJ O n 4Ico1Jc FAv wAtesh f C.i) - T ry M 11J All Ot'J (o A F G I LOLJUGTt 17u I•D>It^i H w DJCT l iogK. �1oH LQLID VUcr5 Aim • • Y • • • • Si • • Y • • to • • •• • • • y ,riimALES C. MITCHELL CIVIL 1 STRUCTURAL # 11127 1515 N.W. 167th ST. SUITE 1104 MIAMI, FL 33169 PHONE: (305) 945.0202 PLAN Pi C SCALE / +l I� APPROVED 8Y : W �i DATE:2•r 4•••O / C� M I TC 1 1 EL • P 37 NE 97 ST MIAMI h' t c FL. DRAWING NUMUER I-4VAC SYMBOLS GENERAL TO • THERMOSTAT CFM CUBIC FEET PER MINUTE AHU AIR HANDLING UNIT CU CONDENSING UNIT RS REFRIGERANT SUCTION PIPING RL REFRIGERANT LIQUID PIPING CD CONDENSATE PIPING TYPE DRIVE DUCT WITH TURNING VANES DIRECT MOTOR AMPS .15 1.40 TAP - OFF DUCT WITH AIR SCOOPER i ft W I. TAP -OFF DUCT WITH VOLUME DAMPER I NUTONE MODEL NUMBER LS50 667 REMARKS B,C.D,E,F.H,1 B,C,D,E,F,H INSULATED FLEXIBLE DUCT Alit DISTRIBUTION CEILING DIFFUSER WITH 0BD MODEL No. 250AA ALL ALUMINUM MFR: TITUS C EXH. FAN SCHEDULE EXH FAN No. EF -1, 1ST FLOOR EF -3, 2ND FLOOR EF -2, 2ND FLOOR AREA SERVED BATHROOMS BATHROOM LOCATION CEILING CEILING CFM 50 60 STATIC PRESSURE 1/4" 1/4" TYPE DRIVE DIRECT DIRECT MOTOR AMPS .15 1.40 ELECTRIC CHARACT. 110 -1 -60 110 -1 -60 MANUFACTURER NUTONE NUTONE MODEL NUMBER LS50 667 REMARKS B,C.D,E,F.H,1 B,C,D,E,F,H (A)ROOF CURB,(8)SAFEN SWITCH,(C)INSIDE GRILLE, (D)BIRD SCREEN,(E)EXPLOSION PROOF MOTOR, (F)BACKDRAFT OAMPER,(G)MAGNETIC STARTER WITH REMOTE ON /OFF SWITCH,(H)841 —AL ROOF CAP,(1)885 —AL WALL CAP HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR N/ FIRE DAMPER(S) N/ SMOKE DAMPER(S) N/ FIRE RATED ENCLOSURE N/ FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FIRE STOPPING N/ SMOKE CONTROL N/ TECHNICAL. 4--I / A 1■1 c 7 1 S 1. ALL WORK SHALL CONFORM WITH NE SOUTH FLORIDA BUILDING CODE, DADE COUNTY EDITION AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. 2. CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF TI-I1= PROJECT. 3. PROVIDE ALL NECESSARY INSTRUCTIONS TO THE OWNER IN THE OPERATION OF TI-4E MECHANICAL SYSTEMS. 4, PROVIDE EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS. MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE. 5. SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT AND /OR ENGINEER BEFORE PROCEEDING WITH PURCI -IASE OR INSTALLATION OF THE EQUIPMENT AND MATERIALS. b. PROVIDE ALL NECESSARY ACCESS PANELS TO CONTROL VALVES, DAMPERS, ETC. 1. GLANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND CAPACITIES A5 INDICATED ON DRAWINGS. S. ALL WORK WALL BE FIELD CHECKED BEFORE INSTALLATION AND 3ORDINATED WITH ALL OTHER TRADES. 9. ,.-..0 CONTRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN PERMIT AND PAYING ALL PERMIT FEES. 10. ALL 512E5 SHOWN FOR LINED AND UNLINED DUCTS ARE CLEAR INSIDE DUCT DIMENSIONS. 11. CONDITIONED AIR DUCTWORK SHALL BE CLASS 1' FIBER GLASS DUCTBOARD IN ACCORDANCE WITH SMACNA'S FIBROUS DUCT STANDARDS. R -6 IN ATTIC SPACE. 12. PROVIDE VOLUME DAMPERS, TURING VANES, ETC., IN DUCTWORK FOR PROPER AIR FLOW AND BALANCE. PROVIDE MULTIPLE VANE EXTRACTORS OR SF LITTERS WITH CONTROL RODS AT ALL OUTLETS CONNECTED CLOSER THAN TWO DUCT DIAMETERS TO MAIN SUPPLY DUCT AND WHERE SHOWN ON DRAWINGS. 13. REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TYPE "L' HARD OR • SOFT DRAWN OR ACR COPPER TUBING WITH WROUGHT COPPER SOLDER JOINT FITTINGS. SOLDER SHALL BE 95/5, APPLIED WITH SUItABLE FLUX. 14. INSULATE REFRIGERANT SUCTION PIPING WITH 3/4' FIRE RESISTANT FOAM PLASTIC OR CLOSED CELL POLYETHYLENE PREMOLDED PIPE INSULATION. 15. PROVIDE AIR CONDITIONING UNITS WITH MATCHING HEAT - COOL THERMOSTATS WITH ON - OFF - AUTO SUB - BASE SWITCH, FURNISHED BY EQUIPMENT MANUFACTURER. 16. COORDINATE LOCATION OF DUCTWORK WITH OTHER TRADES, PARTICULARLY WHERE DUCTS RUN THROUGH STRUCTURAL ELEMENTS. PROVIDE ALL NECESSARY SLEEVES BEFORE CONCRETE 18 POURED. 11. ALL CONTROL WIRING SHALL BE NE RESPONSIBILITY OF THE MECHANICAL SUB- CONTRACTOR MECHANICAL SUB CONTRACTOR TO FURNISH ALL MOTORS, STARTERS, AND RELAYS, ETC. IS. VENTILATION AND EXHAUST AIR DUCTWORK SHALL SE SHEET METAL PER SMACNA STANDARDS. IMAGE PRODUCTS PVC CAP WITH 1/8" DIA. HOLE DRILLED ON TOP FOR VENT. 1 -1/2" P —TRAP PVC SCH. 40 PIPING. 11 3/4" CONDENSATE DRAIN PIPE FOR CONT. SEE PLAN THIS DRAWING. UNIT NUMBER UNIT LOCATION UNIT WEIGHT (Ibs) UNIT NOMINAL CAP. (TONS) MATCHING AHU NUMBER MANUFACTURER MODEL NUMBER CALCULATED SEN. COOLING CAP. (BTUH) CALCULATED TOTAL COOLING CAP. (BTUH) AMBIENT TEMPERATURE UNIT'S MIN. SEER AVAILABLE VOLTAGE CONDENSING UNIT SCHEDULE UNIT'S MIN CIRCUITS AMPS UNIT'S MAX FUSE SIZE LIQUID LINE DIAM. SUCTION LINE DIAM. CATALOG INFORMATION UNITS SEN. COOLING CAP. (BTUH) CATALOG INFORMATION UNITS TOTAL COOLING CAP. (BTUH) CONDENSATE DRAIN PIPING DETAIL SCALE: N.T.S. A. H. U. (2) # 8 TEK SCREWS 16 GA. X 1 GALV STRAP. COND UNIT. 1/2" HILTI SLEEVE X /.//. ANCHOR, MIN. 2- 1/2' PENETRATION (4 TYP.) CONDENSING UNIT MOUNTING DETAIL SCALE: N.T.S. CU -1 OUTSIDE 193 3 -1/2 NOTE: FASTEN HOLD DOWN STRAPS TO C.U. & CONC. PAD TO WITHSTAND HURRICAND FORCE WINDS OF 140 MPH. AHU -1 RHEEM RAMB042JAZ 25,688 38,841 950 12.00 208/230 -1 -60 30/30 40/40 3/8" 1 -3/8" 29,300 41,000 MASON INDUSTRIES 2" X 2" X 3/4" SUPER "W" PAD TYP EACH CORNER. LOW VELOCITY SUPPLY AIR PLENUM R -6 INSULATION SCALE: N.T.S. 4" HIGH CONC. PAD, FLEXIBLE DUCT CONNECTION DTL. SEAL DUCT JOINT WITH DUCT SEALER & TAPE. INSULATED FLF�(. DUCT R -6 INSU ATION DIFFUSER REF. PIPING ABOVE GROUND )) , \/ > / \ /\ /`/ UNIT NUMBER MATCHING CONDENSING IUNIT MANUFACTURER MODEL NUMBER UNIT LOCATION UNIT TYPE ENTERING AIR TEMP. (db /wb) EVAPORATOR CFM EXTERNAL STATIC PRES`; EVAP. FAN MOTOR H.P AVAILBLE VOLTAGE TOTAL HEATING CAP (kow NUMBER OF ELEMENTS FILTER TYPE UNIT WEIGHT (LBS) SEAL JOINT WITH DUCT SEALER & TAPE. DISC. \ SWITCH SEE DETAIL THIS SHEET TTTTTTTT •••••••," •• ••••••••••••••••••••11 ••••••••••••••••••••• ••••••••••••••••••••• ••••••••••••••••••••4 ••••••••••••••••••••• •••••••••••••••••••••• ••••••••••••••••••••■ i•••••••••••••••••••• ••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• ••••••••••••••••••••• ••••••••••••••••••••• ••••••••••••••••••••• ••••••••••••••••••••• AHU -1 CU -1 RHEEM RBHA21 J11 SU EAI AHU CLOSET -1ST FLOOR VERTICAL 80 / 67 1500 0.30 1/3 208/240 -1 -60 9.8 0 240 V 303.3KW EA. PERMANENT 109 AIR FLOW /\ /\/ / / \ / 1#5 CONT. AIR HANDLING UNIT SCHEDULE t ISOMODE PAD UNDER UNIT N. T. S. • FIN. CEILING •• • LIQUID LINE SUCTION LINE CONDENSATE DRAIN HEIGHT DETERMINED AT JOB SITE CLOSET PARTITION CEI LING GRILLE CEILING • A.H.0 L SUPPLY AIR :PLENUM SUPPLY DUCT RECTA Gt'LAR= - 1>< • OR FLEXIBLE, SEE A/C PLAN. METAL DUCT GRILLE R - INSULATION ROOF TRUSS SPACE TYPICAL A.1 1.1U/ CLOSET DETAIL SLOPED ROOF CAP. � EXH. FAN 1 AIR INTAKE R-4.2 INTERNAL INSULATION FILTER TREATED WOOD SUPPORT LOSET FLOOR _ -,- -,. - 1 R OOF EXHAUST FAN DETAIL N.T.S. ROOF DUCT 1 1 � 1 EXHAUST FAN DETAIL — N.T.S. VI— F aF PAUL CA SCALE: � /L� I1 ) APPROVED BY: (� DATE: 2 / � /` ) d. I� ( r L IA, E E 3n 1`I 91 sr MIAMI CHARLES C. MITCHELL CIVIL 1 STRUCTURAL # 11127 1515 N.W. 167th ST. SUITE 11O -T MIAMI, FL 33169 PHONE: (305) 045 -0202 DRAWN BY14 G17Qi REVISED ' DRAWING NUMBER 7 O F 11 - - tAt A‘t- At. A , -0:••40.•-.. 6 • AAA ..mt T - 7 0Z4 . r Eft ______. --- __.,_, 4. I I+ V. 7 r•-.1 -_-=--. -,rr- i - I ... - .__ . ..L7* .. ..'d. .e... , ;J64. Gra.f., - 1.- - c tt- - :::•=1::.- -- :. - --.. -• --.:. • 1 i .ro 4 P / ‹rfe 44 r 7.-:-.,,,,.. - -:_,. . ' - • COE • NO RP 1./ • F7 A T [1 L tV d'ArRA /i9/ ef. 9 I94dc. 7 E.. 6 ? Not/ elL. G /".. it')„...* 1 S * /2 ti ei t o: /9_, /s/ Ca/e4Pri/C.* .5 EV N‹..5 P.P/1 • • „ 7 .41<-7 -6/44 6 e.:' '7°4 de; a: .4 e t /,) Vorez 'AL 6 A X s N <3 . : tto ;1' /"Atkl,. - . 4 .4<S.' ' - t--- ' -- ' .-1 14. G1.1/ fi/rrfa4, _ _ S710C4..)4 t 7/ ld /4. pop cip tO A 4710 ez-4 /At R*4t 1). A/det.1 *4/r 5719 St tt Z/ 4 al///te. !f '742/..3 i 0 3 C, 7 4471, a/ dy 4 y 4 /4 - e t . 4 3 ew ersoi cur> -.- 4/ A, /J??: R.ti e 7-** ve < 0 At S 4 .4 4 aiedy, X.7'64•11 Axra modersoAR..(y l Tive 44i/.. 1444 rii/d ifet stc 4proi;441.t. 401-S72(14'44- WS,/ CD LIS At... e/e /-1 Tr A/4 Pe4.004 i/Xe 5 v $ vek X to, ios4 Remo wt. ea . T r - - - - 1 • ee-4•1(4 - ,.3..fet t '.( e./dfrv_4$4,_ . qe ve 4:x ra• /; c, • - ,e11' )r • 7: - RAI, 1.1 "4/4"e‘1> iA.1114 A I. Neat isii.4 *i . . riev vi 1,(t... p4 R id 4.- *:. ., ---,--- :2 : // 4 /a 0 14- d 1 1 7 . , 5 . ‘ ick l j h 4. ed. 1 0. 0 q-'1 42 4/ cd'1t. \' 1 S) -4P//cV . . a.* 4. 4, 1 S * 1 , . ' c gt- r- P44. txrcir ,!•ad ,New ,3?) ftarlo t` t • 1 • AV/ 9;':2k.. - c,f/161 . Y., 7...> A /1•1 • • fix.dbv‘De. Est c Or-e7 72-ecq 0 /e/e/M, Ve P4Pl " 4 N/ • Sr4 . 11;•- • ' 7 i • • . 1" ;.4 144' .77 . • . 4 45 4 . .4 4.0 4 4, . 44,0 0 1 .,••••• ›'• • • , r`/*^• ,- " , `` , ^t^ 41T. ...A. • ;1.•' . ■.44 , 4J4 ■ . , , • . • -t-- .1 . et • .10:1 (1 • .L" - . 4 - • E , 4 t - 11 LLJ -7;:;.- ' ;17;14eVA,,Q1c..410 * ‘..i'Ao. • 6, .s•-• p_r_. „len- ••7,,; •.•-•••• t 1,• tx•-•• a ts 3. 4 • .,.. 0 •••14 - t 'ft 0 a.1 • , . - , . e4l/0 - :M/514 got 0. Pet Pi .. . - - ' - 4 *•4 '4'44'4 R 4 t' aiao/4- .4;1 44 /,/ 4 4.,4 / / e' 4 a $* l 5 9 ---.- - , • ' e ., (4 5 '" . ' 4:4 4 Ali- •?•vi 4 1 $ je i/ e .: '1/ /11.) t. ....: ' , C4. , /tie.cte,- . /10 - 5a-4: el 4. 7*.....4. 4 44. 0 4/,,V 4.11/ elf ,,P *; ,:. - Yegi A c:e i l 4L� ,43/9 .4 A, el *S: .1.. i5eAv,ieds plivivc-,4 . • I ■ , ' / ° .„ ° . .. , ° - • " • - el 44 tr.). , , • • . •••• eat •,•, T 55,41.44,4 ,, - 2 . `t•IT":" . tt ,.. . ° T. °T t1 1 *V.*" IC 'e . .. a lt tO ••••4 Tr T••••-•T, ro• r-•T fl /8. • • _ - • eem eat • -7" 0 1' ',5 <3 r7r 134S4 • . ' • 5 itQft rf sevettif.-ltriegv, 4 r k ".• M I M 1 1 . 1 1 1 0 n 0 A 13 • • ELCP,130t4K = , .,4 &d - `1~ FLU/TING► ?ixrt'2.ES (A3 ub -� 1. aster.l'embroke 5 , P2225`? Ater Qloset , 'aster one piece ?2QQ0,1 C! storline P'7Q15 32t L ?314T faucet' '89$9 strainer LAID DRX TRAY: 48" ; x 24. ce!'ent tray with zeta). legs. EL Ts3IC L RGUN rO 4 -Wore root ar,ea$ - shall to first covered with 3l) o.ti felt. Y`elt',eh 1L Y . p iieci to g a at 1e�tst' 6" inor.Lxiunt.3L and verticaL i:th vartic Jotnt3 x, '3ta11gexod' Mnd n411ed .ritfi largo ead copper roof/4:401$ elt'orn ridge s;"8ha 'IX 1. p af. 1 ast ?'� both trays. : FQUo4:' nth . 0 ab. f flit( ey . bb ,n 'With ¢ itch. ' . .%U reef. areas 3hoyi h; vtng` the 3hal.j. ha .040 with :rIhite tie tent b�►r'�e91.: t�,lo. F �1 . t wla to` ,be eel; iri.,cerrient mortar- and a .n , ° t n thus aanner co ruion` praot ce to insure a Pe4'4aner oOt X10 ,badly` broken the gill bti aeceptad . a caf',u�u t, °bo; a+ept.dotirn an =i.`cicar>ed; or' -any rzortar Qthei. debris. aild. left 1:v.4043,7660, itiod.';, " t 4 • 7 t a Sligl;? YET, A11 flashing, ,valaeys et,., to b3 in 1� or;' copper, copper'; (t t ava3,1abl.u) edging strips, o she` tili:rtg Furnish drip 3trip;in coppery, "ether shiieet .ton 144 g1ay. • iron .if copper`• $ note available. S . • • Plumber ,to sue t alternata List or approval, PLUYBiF •. ;, ,_. SGT'' a co►ltracter ahalltt'rrntsh all "1a�or, Materi of i le so a .f� .dim I • � , , etc., neceosar to co luded:n' ent s is a�,ection an {gannet to �iati the require enta of he , d ept ;hivin >'Suriict adion. 0.11, z ataxia s; 3hall``:bG new' and the nest of. their: respeot40 i ve''E%inds_ end tree -from a11` detests':. ' Ths approval of any: ater la1s, hoy4®ver, ' riil; not • be, . considered s,ap aoc� eptanke "ot the,' rdr :`- xhar4 installed; . should such Matek -► , • 1a13: prove. de f eo lva. . A1) .nbi'krr ►aship shall ; be first al3ais� - throughoutF re ardl see o lsfrc.,or ;quality o rat -. ,Q •I •. > 'lvrriT r� eh i11 prov1'l fr"oarL hous 3 , to peptic t +grnk. ail c on"r�'ctiona: re litr.ed 'car roeesSAry. r P).U.taber 3ha11 row d� het'•and cold,' hater corneetioA to lavatorle3 :. p y , , ti� ere s' wily tugs, Shuts also hot water r,o9e, : bibs h, P1 nQ u.mb er,.to connect ail. waste. ar d soil° line to; one Septic:. tank nitit.'75'ft�.'draif tile' .%1 ow ' 1.30`.00: for one,30 gar` automatic water heater, see drag i ng3 for locatiori.: r. • CPS - All w iring is to be done in strict accordance to th e' r ules of the Kational Board of ?ire Underwriters' and, shall' be installed to conform to Miami 'Shores regulations. Switches" shall have ivory, face plates and wherever shown on the plans. Install ireter' in ureter :rood AM run set- vice from nearest pole. Furnish certificate of inspect- ion. The ender layout shall .neat the requirements of the Fla. Power & Light Co, } tire system to be in' artee1 tube` and standard metal outlet` boxed "All conduit' shall be run so that there will be no trapped conduits. Fur nish and se t all necessary• cabinets Y and panels of Frank Mains make or Any convenience `outlets, exposed to weather shall be of the waterproof type. The entire system shall be in charge of a competent foreman at all ' r 4, �11l 41l st��,11. he re ll iseed' oil s t� in r :.i eer 3h is e:�flat t a� ac cu � , required tht n'r ni:t,F pxea tu ine. - : Fro . hard >a'oo ' e lcohgl or thee :Taterl al3': than ` those ox lie, oil,: .. . .. '� 406111.44 s :; allby�ed ,0.11 ater sh311 be . delivered. in .the ri'arit}fae4 uAer' a 3 aloe, cans, an d Must r b •�vithout _ thinning • 'Oiess.h'erein' specified. . 61141'03 PAreitiNg receive : besides E tfre.' prirning`.coat, tyro 'coats. f eni;reL Finish.• : 3and -=' pert bet reQit coats. £he irai oY aYl 'eutitoords, t are to ' painted ' Kitchen and bath .a11.. to be :' eta.1iraxed ;XT 1 11 litoOtiCalc eriur odriork tp i a a1nt `three coats ,: outside oil paint. srueco PM (I ,'11 exterior stucco 'I)rk shall be painted two coats. ec. or - approved. ;waterproof 'paint; applied according to jianufactI.urer!a d ir'«ctions,- leaving the finish' Surface': in an even, coat,' free: f root' splotches `. or "other defects.` CI.1ANIF G! i Upon the col )ietion of the , Oh, the painter shall loan, wash, and polish . all:: glass both interior, and exterior. The Contractor sha11 take ail i.e. t over materia and debris' array: from the premises, - ieavili all' pa.rt3 o the building in good 'condition !broom clean! =with` ;►tndo��a tira3Iied,;.. and all: tools carried away. �yay. ihe ; • con- ' tract and ,its ` co n tents fora a ; part of this .sgeCifI ation. doors t� 'c of a tz eshowfl axterior door Crazes Shall : be priqled all over, • • GEN iSAAL Aix erl:r; r al e ? i ili r t3 s ° ah an : ° 9 tnhyel±. 447,r, ,firli$ 1 • iirpe °Pi ,. 1 _, t ire ? e 3461 3/1 : d " a t t a ick rq a as detalld S 717. all to l'ac" cpateivnst 4.4troPa1-!:g4ef'sfitsui.4441.3731Ipir. • - 41:771 for 45 al. 4 4 aiae is to be er : P over plaete'r and qaa 3 SCOPE Cl WORK -. It is the intent of these plans and spec -_ lfieatton3 to provide instruments of service necessary for ., - the construction of .a one story, two bedroom residence for John oggia, on Lots -15 It 16, • Block 7, Yield; Shores rand. Section I.„- Komi Shores Village, Fla. Con-- tractor:' in to verify all dimensions and tami1ari"xe hint Olt: ;pith the plot before staitirig ;Work., Any discrepan ties ehould`be reported to the Architect before starting woxk'•and corrections made by the Architect. The '*'rChit- ect • easulre3 no responiibility if _this condition is not ' met.' couraRCr DCCUTANT3 -.The contract documents for this con.. tract 'shall consist oft these Specifications, Arc hitect' s Drawings, "'The Standard Form of Agreement between Con- tractor and Owner for Construction of Buildings ", fourth • edition, together with the "General Conditions of the Contract ", standard form isstted•by the .trnerican Instit- ute of .trchitects. ?Where any conflict occurs between the aforesaid General Conditions and these Specifications or.' the Architect's Drawings, then, the provisions of these Specifications and Drawings shall prevail.: Copies of these standard documents are on file at the Architect's Office for inspection by bidders p _Ir3 - The Contractor' will acquire and pay for all nec- essary permits for both building and .any _other necessary permits from various utilities corepa.nie3. Owner will re- ". 1Ycbus'se Contractor for any such deposits, on meters only, when receipts for same are; presented Contractor shall discharge all obligations to, City, State, County, and Fed a raZ l .Governments. 1 NSURANC ass t protect him from cl'aire under Workmen's Compen- cation Acts and from any other claims for damages for personal injury, including death, which may arises from' • operations under ` this contract, `whether • such operations . be. by himself or any Sub-Contractor or anyone: directly or indlr"ectly,eaployed.,by either of them; The Contractor shallmaintaIn such insurance i�Ull ,Ic LIkBIL:ITY: - .'Contractor shall' carry: at all times - whilee the:work is in progress; untik: completion, Public Liability _List/ranee, which will indexrinify Owner any and all personal.- injury. claims or death resulting theref Qm for s sim oY rrot, 1e33 : then-325 000,00. I3XCAI►ATIOIt Al4'D CRADI: ;VOX ON MOUND .. All grading except such exoavatt and _ grading as is required for.; footings . and foundation. and within the limits* of the building, 'shall be . done by Corr tractor. All excess excavated materials shall be dis- tribt ted on grounds`whiere directed by Owner. $'VAl S AND BAITER Eaws. - ,` .bay out the building' ace, : ately and aet such, staler;, batter . boards ' etc., away be.: neceosary. Architect will check a ll.' diruenslons be- fore, excavation is started if called for. GENERAL EXCAVATION nxcava,te for foundations, columns, footingd, eluMbIng, and•.any iiork i rf..ic at. ed on plane. s ?11 Backf ; ardund all etasonry walls where: necessary. 4 A fill ;and 'backfill - must be thoroughly' paddled and breegnt to levels ehoiin on drawinge and generally so graded to to drain water from balding. FOUNDATION - All block wails Will rest on spread feat- law,' Care shall be taken not to excavate any, deeper than necessary, as all excess depth shall be` tilted ,with. - concrete, ' no dirt being allowed to bring bottom of Root: ings to proper level. CONCIIStd RK, REINFORCING sTEEL All reinforcing ateel shall conform to the specifications of the American Society for' - . Testing V.aterials. ` Steel must be of proper; length and bent ;cold. Deformed bars' only may be used. Ito bar 3; shoring large scales of.rust will be allowed. fro high carbon or recoiled materials gill be allowed. CONCRETE FLOORS- All-floor slabs to be of 4" .of" con- crete on. fill with 6". x " :10- Ga Road Mesh. • IsArY SCOPE OF WORK. y Work to be* done • under this , heading- eludes ar shine all .labor, materials,' ate equipaont necessary for the proper Corr- I.etion of a) : biick and brick pOrk,. sl:own on the drawing3 and. rea3ona►b3.$ ix - plied and. called, for invthese Speeiticatiens. t CGGP1R.1TIOti ? ifH Withal 'TRA t D r This Contractor'.she L cooperate with a other trades working on buildii f and execute all work pertaining to his trade Wher(t e r. necessary. . •y. ee,naLS - =OK - Shalt be approved.by testing 2E11311f . - All cement shah:, be Portiand Cement of American manufacture and shall • meet all, requirements o r tli e Ai er ctety• for Testing Mxaterials. : LIV.8 ; - Hydrated lime shall. be of an approve o with .the 'st and,rd " o m w mails and shall conform r . i ectttcafo 1 e f the arcar1 °octetyi for tions' Pe$ti,ng Mate 3A 3p - Ail sand sha ll be c1e- fl sh :fresh Yater sand; free from ony'' vegetable, o r injurious matter. corm bICRTAti - Shall be propoertioned 1 p'tcement, 5 parts sand,' and 10 lime. . TRIM BRICK - All trill' brick shall, be cement "ilainbotii" be 1p . brick aa man -r; •', utaottired by the` " sum Prick Co." ANCHORS, ETC. - Build in all anchors, joggles, bolts, ? 4 fleshings, beam, , fra.!es, "et•., as may required. CA J II - Caulk all frames with Pecoica Caulking Cow - Pound, or equal, both from outside and inside. SETTING '!ETAL ;MURK - U1 metal work and all flashing Mall be- set proper]. y and as directed' by Architect. , C._ UP' BO DItTILIi G Ai PATC 1 tGJ L plumbing pipes',' a, eatr1eal ;conduits, etc.,`shall be chased into walls and no unnecessary cutting shall be . allowed• i' .tfiro 4ghoti itho .' iig designed for "a .2,500 lb. test definite strength. The , cement content, graduation of • ggregate'and :con -_ - tent for vatio'. s predetermined strengths shall be rigidly adhered to.' A11: - teats required shalt be Made any .time the Architect directs. Reidy7rnixed' "concrete is . acceptable PROPCRTIOUI!G OF CONCRETE - The proportion of materi2► "•. shall : be 3'ich' a3 to produce a concrete.. that: shall. hive' - specified strsrigth and' at the same time: work readily' f all corners and angles of forms and around reinforcement without excessive puddling er , spading- PZA(.IW :G° CF, COt3Caaf - Concretd shall. be deposited in forms` as soon as praeticabie: aftor mixing and all eon- Crete which remains ` in wheelbarrows or mixer over. thirty minutes shall be wasted: All: concrete • shall. be speded enough to avoid honeycombing. FINE ACCR A'rK - Shell consist of clean, 3)13rIS sand' and stone screenings, free from all injurious potter. =.' COARSE AGGRLGATTB - Shall, consist -of broken atones re- asonab y Fe-e from`diaintegrated pieces;, slats, Or or- genic matter.. Ito stone shall bo' larger than 3 /t ifArnt ccileRi1TI - Shall be` clean, fresh - ,rater, free from vegetable or decayed substance. Water contents shall be the minim w prescribed. • _______STRI1NGilt ' Gy' CCNCIIETE 4 The rainimvs4 strength of 2,500 b. per square inch in 28 days shall. be required. CE?"NP -► Cement shall be any approved pprov American.Portland : • Cement and shall conform to the latest apooificatlons: ` of 1erican Society for TestingMaterial3. Cement shall be stored in suitable shed designed to exclude moisture. PROTECTION OF t'1 I 1 - AU finished work shall. •be 'covered and protected adequately. Any work _ damaged throug4 the carelessness o.t` any the .trades_ shall be replaced to the satisfaction or the Architect. CLEANING UP a This Contractor shall keep rerai.sea in` - a fairly clean condition at all times. A 1 acctuulated . debris ` is to be debris from day to dap.: At cox�let» r . Ion Of job all debris; is to by removed from property and entire job is to be left .tbroom clean' +` 0 04, op etoit-16 f.0r . W/ 4 4.w'w04,4*_Vi+.N.0+0M4. / w..-. ...00w_00C:0'.4 arq..e 044.0, .'! c Lo S, tAY -trl C tttr](: 2'(4 :Ac ; co NT Pi\ rO TO L 4 �' t� �, fr,, �,. �='� i S 1 f l,.1 �� t) viU . t T1 () t\I \', 00" 4 00 0 . 0 40000400114 Et-Cc tiz,.►<.: AS Pee.va., A1=-;1 tvIPL‘t _0 Roati'1 _C �NiKr. scAL 14 '" : �► 1-E6EN .. coot, ` . tr it Woo sT)b aXfS-Cftica vrtiqem �.S:yJ!rc14: \ t) P,W E WAl L L. CAP-? ;P -T - a o U a � .T s u1 N S. vV r o C14 t.. t N T sx t,.. 5 k# S. N Sc 1$ - p ..'1 4 5 ' t LO S � � -r 6 cAt, 4', _ I .e; .+•r.e. +� sN . N1 0 tz T , i :. \/ "C a t�! .., Y .. r+11. yn^ s-T k .c.„ f ()NI_ moeo - < lt_ f t G :: l -.acs 1 -r uf 4 X (3... A -T vit ?I2. :, 1/./.\-c6 Lo c- ,.C. :t‘1_ . <AL€: f. � 11 1 L E HOU E' IA. I, A. A RCFH1I ri M 1 tsii 1 1F h !�/ 1..2.,Ain (.2 NS To RPS DENQT MR.S. B.,7 2 1 1\ - :. Ml.TAL`.: PtytP � I �TA C 9 f t t 1 ° x ., A t $Z `1. t s. /1 yy .•. ''/ . d tz. / ` 511111111117 ci4 4 79!-'11 , 41* , 07% V"41) Ple. vug ma•A ME. sy 11H UhIU1111l11111Ith111i'illtl MHO n ltlnlll m inu1 m alim llil llllu 11 11 1)11 F0oTui %O••TH . >LAz .: VAS A(L ?V flc! t.f At. � ;0 A Lr 4%'Au ts11 o,--t S4" IlI111111IIUhI11l1;1 llluhl 1111111111111111111M1 ' 1 1111111111111111111M4HIMIIMMIll hIUhIUllllOflh1li Mwrnl _ I111Ni1lilltlltft1li 1n1 1i1111'�!'�' 11U1U1U11111U H. txtae.7 VrtV .tZ SVsPS t0ottrb yr -tvcR„ Lois # t� ; tG - MIAr4t ( >1-10 R.C.S. Aht l:I-: .. MI. {MI ` : Stlo Z. 7,44 Q a . ",„:., —. ..11.!..:: 71,.■ ei '' tv ,- ow..)4' ,. '' ' ',...T:: , • A i :# Cr** .t.----6-5"dTf'tr.:4;;;';"-V;ii, ''... "'.? 7 - .'' — .!'' • - ---: ., , - . .- ,.. *.- , ! , , ,,, • • • ! . I ; - ... ' ' -l' N ■ r I, '' iic A...: , ? 9 4t;?:-Ai• „..•, . ... ' ,_'-.i,'- !,--;',--,--,,,,.- • --`‘ - - 7 , . . ---- Yr : 7 fr7 - . ,•, ,, : \-.1. -.'*A '-'-1•,• f 4' 7 ;,..-,-, •-"-----. ' ,•.-- '•-. ,--. ,..--± -- _.. -- ,:c; 1 1 .- ,.:. )-: -„--.--4 , .. ., . _. ._ . FTQO (77 , _ A_ _ 2 1111M111111iAltli innis•ENE___ it II 1111 m 1.51 ii.it„sit k 5 k - t*” - e" MI A !vtt - A 3. - ,St.(.11< t A SAI tbao g.r.s t%1 tf", Al)...011Sffi A'4\ K • .•;-. -,„. , • ". ett sra 0-1c.14 c.. 0 ' L 7 .. — Vt. 44 .` !LoYS` * 15.T.1�. tt: * .7 gikm4,. %% "AMNO ,SEC1.1 MIAK► CNa1L4S _U11.tA'CE 1 1 . 4 fGIX1 ,R t FQf..Dli 1. )SA111 0...h.(.L:,,D(flITECT APP 0 +t.1 1i , 1 A ei% 1, - c _ o g: i D t • T VA vv/ 4, v G$4 Q;