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BLUEPRINTSr n 9 { ,'. / / i { 1 t ' 1F c I Ir -.t ! ; y ) . i { t { 1 I i i i " jr ='I I , t � IF GIRDER W *VIXEN I h EK TO ATTACREO ENGINEERING OM.. FOR TIE DOWV, OF COMMON T &. b S UP TO Ur Cr SPAN USE A MASCHWANCROR OR SIMILAR STRAP AT EACii END. FASTEN MTH (Z) - 164 NAILS STRAP TO 3t BENT ANO MAILED ON FAA SIDE WITH ONE VERI NAIL V460 LBS. WORKING LONG UPLIFT CACI*. SUPPLED BY BUILDER. REFER TO ARCHITECT OR ENGINEER FOR COMPLETE TIE DOWN PROVISIONS FOR TIE SCAM, WALL ANO FOUNDATIONS CONDITION& y 1 Y UPLIFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE REALITY OF THE ENGINEER, ARCHITECT OR G.C., NOT THE TRUSS NAANUtACTURER. DO NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING THE TRUSS MANUFACTURER ( ( / ;6" � G � ' C44 D t • f ( f - T - `f 1 GAL. E.N: ED E. L_ �4 ; t REVISION OF THIS SHOP DRAWING,BY PROFESSIONAL E1VGIi t F% IS IN COMPLIANCE OF POLICY NO.5 METRO OADE COUNTY BUILDING AND ZONING DEPARTMENT EXCEPT FOR ALL &ALO 'uG COMPONENTS NOT FASRICATED BY bEST' TRUSS CO. REFER TO ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS, WALLS AND FO. OAT1ON REGUIREMENTS OF THE S.F.B.C L_ e 1 (• 0 S, i iYV f I i ...1: t ` `I ;. /� //� , '1 ri . + » *".,�; .ern., %J /f� �'1f�1l�' L EJti.'1c:4`! F.-4,'":,:l { **ATTENTION BUuDER* ^` ALL DIMENSIONS OVERHANGS, PI TCH, ETC. TO BE CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY TO CHECK OUR TRUSS PLAN 1 Ca. ti a " C.,.. CC 4 d •••dt — r G A sz7i Oe • z . FS _ o:. U a z 0 tar 0.1 CONCRR7R 4 RRINFORCING STFsFJ GENERAL NOTES: WOOD. MASONRY. CONCRETE *-REINFORCING STRR,, D 1: PROVIDE ROUGH CARPENTRY AS INDICATED BY DRAWING, AND HEREIN SPECIFIED / DESCRIBED. / - 2. LUMBER USED FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS AND / OR OTHER STRUCTURAL MEMBERS SHALL BE OF A STRESS GRADE NOT LESS THAN "e0 6o' 1� 11 DING (Fb). L 3. • -.LUMBER FOR STUDS IN EXTERIOR WALL SHALL BE OF A STRESS GRADE NOT LESS THAN 625 P.S.I. NORMAL EXTREME FIBER STRESS L'V BENDING. STUDS SHALL HAVE AN UNSUPPORTED LENGTH OF NOT MORE THAN 10' . 0" EXCEPT AS OTHERWISE DETERMINED BY RATIONAL ANALYSIS. - • 4. LUMBER USED FQR STUDS IN INTERIOR WALLS SHALL BE OF A STRESS GRADE NOT LESS THAN 225 P.S.I. NORMAL EXTREME FIBER STRESS IN BENDING. S. ALL LUMBER IN CONTACT WITH CONCRETE, EARTH AND / OR EXPOSED TO AREA DECAY SHALL BE CHEMICALLY PRESSURE TREATED. CX?NCRE7E MASONRY UNIT I. COMPLY WITH GRADE M NORMAL SIZE 8" x 16 ", HOLLOW LOAD BEARING BLOCK A.S.T.M. C90. 2. CONCRETE BLOCK USED FOR FIRE RESISTIVE WALL RATED 2 HOURS OR MORE ARE USED FOR LOAD BEARING OR EXTERIOR WALLS SHALL HAVE A MINIMUM FACE THICKNESS OF- 13/4• MINIMUM WEB THICKNESS OF ONE INCH, AND SHALL HAVE A NET CROSS SECTION AREA NOT LESS THAN SO•% QF THE CROSS SECTION. 3. . CONCRETE BLOCK S FOR OTHER PURPOSES SHALL HAVE WALL AND WES • 'THICKNESS OF NOT LESS THAN 3/4". 02117.113: . ,/1. ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATION FOR MORTAR. FOR MASONRY UNITS, A.S.T.M, C270. 2. MORTAR USED TO BOND MASONRY UNITS SHALL BE OF TYPE "MS.N." OR TYPE "Cr. According to s.f.b.c. 270210 (b) (2). 1. CONCRETE MUST BE DESIGNED TO ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.SZ IN 28 DAYS. • 2. REINFORCING STEEL SHALL COMPLY WITH A.S.T.M 615, GRADE 60.60.000 ?ANNUM YIELD STRENGTH. • �1._ooFZ P�/N4i. /41t- _ 1 ! _ p/, • • I SN •42'' 1•1-1G, . IAb. P.1A1U L SY 0 /,- t_r- o / • 3. • COQ - FoR - oRO Tr SHALL ATTAIN STRENGTH OF 3000 P.S.I. N 28 DAYS WITH- : - MINIMUM SLUMP OF E". . AmY ormisito, - G/w.o. ' iij CgiSlk/6 ��' /it!• q-A94 • d' f -5 Ittt� - �1. _ pct '.,Q• oPS4?J, dam c� 1ZooF ( 04N! o f �`l�j• ¶�1'� • -?'x 7 t X i-'- �';� 4A-, - \. , 1-C-1, 4.0,4c. c-o . =c%f 1 -1 ' - D . i , 0 - - .r\1/ 'J4. ' 2- 3 /8� s ca P . � ,1,)s G .4 /el o CoPc._ L • s7u &s # 3, P#o2 T "-'l1 o" -;'61> ry cSTe . 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(typical) 0 ..._.....0....4 1 1 i 1 1 1 1 1 1 1 1 1 1 z 1. ALL WORK IS TO CONFORM TO THE SOUTH FLORIDA BUILDING CODE, THE AMERICANS wn-ii DISABILITIES ACT AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 2. ALL CONTRACTORS ARE TO FAMIUARJZE THEMSELF writ AND COFIRM ALL EXISTING MATERIALS. QUANTITIES, DIMENSIONS AND CONDITIONS PRIOR TO SUBMITTING THEIR BID. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 3. NO SUBSTITUTIONS UNLESS AUTHORIZED BY THE ARCHITECT, IN WRTI LNG, PRIOR TO THE BID OPENING. 4. ALL MATERIALS FURNISHED ON THE JOB SITE SHALL BE NEW AND STORED IN SUCH A MANNER AS TO PROTECT THEM FROM THE ELEMENTS. S. ALL CONTRACTORS ARE TO KEEP THE JOB SITE CLEAN AND FREE OF ALL DEBRIS AT ALL TIMES. 6. DO NOT SCALE DRAWINGS. DIMENSIONS AND /OR EXISTING CONDITIONS GOVERN. NOTIFY THE ARCHrTECT IMMFDIATELY OF ANY DISCREPANCES. 7. ALL %FORK SHALL BE IN STRICT ACCORDANCE WITH THE BEST PRACTICE OF THE CONSTRUCTION TRADE 8. DURING CONSTRUCTION THE CONTRACTOR SHALL CORDINATE ALL ACTIVITIES WITH THE OWNER. 9. ALL TRADE CONTRACTORS SHALL VERIFY ALL LET is IEs. AND PLACEmENT LOCATIONS OF FIFE CONDUIT. EQuipmarr, £Tc. PRIOR TO SUBMITING HIS BID. 10. WHERE CONFLICTS EXIST AND /OR VARIANCES EXIST IN THE DRAWINGS, THE ARREGEMENT OF BETTER QUALITY, GREATER QUAyTITy, AND HIGHER COST SHALL BE INCLUDED IN THE BID PRICE THE ARCHITECT WILL HAVE FINNAL DECISION REGARDING ITEM AND MANNER IN WICH WORK SHALL BE INSTALLED. 11. ALL DETAILS, SECTIONS. DIAGRAMS, ETC. ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE PROYECT. 12. THE CONTRACTOR SHALL ARRANGE FOR ALL BUILDING PERMITS AND INSPECTIONS BY THE UILDING AUTHRITIES. COST OF ALL PERMITS, ES AND SPECIAL INSPECTORS SHALL BE IN • UDE 1 IN THE PROYECT COST IS NECESSARY. 13. ALL F GENERL NOTES AND SPECIFICATIONS 1 NERS AND HARDWARE SHALL BE GALVANIZED. 14. ALL LUMBER TO BE PRESURE TREATED. JOB SITE 289 NE 102nd STR MIAMI SHORES, FL 0 N.E 102 nd STREIr T LEGAL DESCRIPTION LOT 22 AND LOT 23 OF BLOCK 36 OF AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1 ACCORDING TO THE PLAT THEREOF AS RECORDS IN THE PLAT BOOK No. 10 AT PAGE No. 70 OF PUBLIC RECORDS OF DADE COUNTY, FLORIDA