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1. IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF 1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STENGTH OF 300OPSI AT 28 DAYS FOR 0 2 11 OAD 95 NEW
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0 CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. UNCONDITIONED SPACE:....................595 S.F. ROAD
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2. ALL SLABS SHOULD HAVE A MIN OF 6X6 WWM PLACED IN THE CENTER OF THE SLAB. THE USE OF TOTAL SPACE....................................2016 S.F. 104 BUSCH
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C-11) 1. DESIGN LIVE AND DEAD LOADS: 10 10
2: BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. TO EARTH; 2" FOR CONCRETED EXPOSED T( EARTH AND WEATHER, 1.5" FOR CONCRETE NOT EXPOSED TO ALT
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PRIOR TO COMMENCING WORK. ULTIMATE WIND SPEED(3-SEC. GUSTS) 130 MPH m SCALE OF MILES
< 1. ALL FRAMING ANCHORS, TIES, STRAPS, ETC. SHOWN ON THE PLANS SHALL BE SIMPSON STRONG 11E BUILDING RISK CATEGORY 11 r:;UVAL CO 13
PRODUCTS. OTHER PRODUCTS ARE ACCEPTAhE PROVIDED EQUAL OR GREATER ALLOWABLE CAPACITIES ARE
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7. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP ACHIEVED. CONTACT ENGINEER OF RECORD F CAPACITIES ARE NOT ACHIEVABLE. mcm Oranr 17
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2. ALL WOOD MEMBERS EXPOSED TO CONCR-__TE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE
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0 8. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN COND11ION WITH ALL TRASH AND DEBRIS TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED.
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0 10. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. 5. ALL ROOF/CONVENTIONAL FRAMING SHALI BE CONSTRUCTED WITH No. 2 SV. M-3050(�&'x 60") +213-2 ps E -25.2 p&f +233.2 p&f. BY MR. JACQUELINE E, ROWLAND, PE #80499 DTD. 4/28/16
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2-6"x 64' +13.0 P< -25.0 psf +23_0 W, -30.3 pif
U AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK _T-0"m 6--s" +22.7 pef -24.6 psf 4:212.7 psC -29.6psf
7. ALL NAILS SHALL BE COMMON SIZE NAILS, UNLESS NOTED OTHERWISE ON THE PLANS. ah44 CLUI Dms
0 DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, 7
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GRADES, LINES, LEVELS, OR OTHER COND11IONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION
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UJI ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO MAX UPLIFT/CONNECTOR MAX UPLIFT/CONNECTOR
ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS NATIONAL DESIGN FOR WOOD CONSTRUCTION
0 T-01 THRU T-11 422#/1 419#/1
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1. ALL-THREAD RODS TO BE 1/2" DIAME IIER BARS PLACED AT 4' O.C. IN ALL EXTERIOR BEARING WALLS. HJ01 165#/1 98#/1
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* V) 14. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR ALL EXTERIOR WALLS AND LOAD BEARING SHEET NO, TI TLE_ COMPUANCE
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0 0 4. USE 2" SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, UNLESS NOTED 1 SITE PLAN NS
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ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 5 FOUNDATION PLAN
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