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GENERAL NOTES <br />CODES <br />1.1 FLORIDAWLDIN000DE7th EDTION,2020RESIDENTIAL SECTI0NSRM2.2SRS0S. <br />12 FLORIDABUILDINGCODE,Rh EDITION,303DBUILDIND,SECTIONS1M12521DT. <br />1.S BUILDING CODE REWREMENTS FOR REINFORCED CONCRETE I=31614). <br />1.4 EUILDING GODS REGUIREMENS AND SPECIFICATION FOR MASONRY STRUCTlR1E5 <br />ma M2M02-13) <br />1.5 AMENICAN SDGETY OF GVIL ENGINEERS MINWUM DESIGN LOADS FOR BUILDINGS AND <br />OTHER STRUCTURES OA 7.13). <br />2.)WWRETE: <br />2.1 CONCRETECOMPRESSIVESTRENGTHAT28DAYS: <br />2.1.1 PRE-CP.STWSTANDARD REINFORCEMENT4 PSI MIN. <br />2.12 PREL T WIPRESTRESS REINFORCEMENT-0OSO PSI <br />2.1] GROUT PER ASTM G78 -31e0 PSI W MN(. YB' pGGTEGATE. B' TO 11' SLlA1P. <br />32 REINFORGND BARS: <br />2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION <br />AM <br />AE151A815T.1(GRADE <br />W <br />211 STEEL IN UNTIE]. AND KNOCKOUT BLOCK FLACED IN HELD) <br />AM ABWASISM (GRADE M). <br />2.3 PREST'RE34 STRANDS ASTM.13 7-WRE, STRESS RELIEVED 270 KSI <br />3.4 DETAIL REINFORCEMENT IN ACCORDANCE WTH AC1318-14. <br />2.5 CONCRETING OPERATIONS SHALL COMPLY WTH AG STANDARDS. <br />2.5 D4.5 WIRE PER AM Al-1031M <br />3)MASONRY: <br />3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO AM -, NORMAL W:IGHT WTH <br />LKFR11AR HALL GA FGRM T SSIVE STRENGTH 2O00PSI. <br />3.3 MORTARSHALLCONFORM TD REQUIRED <br />G270 TYPE MORS <br />3.3 FULL MORTAR AGGREGATE <br />ARE REWIRED <br />SI BE LESS AGGREGATE 26DAVMASONRY <br />STRENGTH <br />COMPRESSIVE STREINGTH S TH OF CMS AND MORSHED BY SHALL NOT <br />BE LESS THANETH - Zm0 P31.ERNATP STRENGTH SHALL BE ESTABLISHED BY THE 1NfT <br />STRENGTH MET HOD' OR,TSEN MET. LV, BY THE 'PRISM TEST METHOD'W1ERE USM <br />RE WIREMENTB HAVE NDTBEEN MET. <br />a) sTRu LOAD 4.1 SAFEAM LDTD VALUESAREOF a MR FLORIDA LINTELS HAMNO CODE TH OF B' ON. t RESIDENTIAL. <br />ACCEPTABLE BEARING FLORIDA 4' PER IMINGC DE T HO CODE . EDTILDI G. S RESIO 21- <br />SECRONRBO5E.ES ASEDCBALDING CODE TINMOTION, EROB 318,14 AND <br />TIE 2104.1 <br />4.3 SAFE LOAD MAY <br />EVALUATE <br />BASED CN RATIONAL DESIGN ANALYSIS T PER AG 31614 ANDS B 403-15 <br />1.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY <br />CALCULATING MAXIMUM RESISTING MOMENTAIM SIEAITATd DISTANCE AWAY FROM THE <br />FACE OF THE SUPPORT. <br />IA FOR UNTIE ONE (1NGTH) <br />ARTICAL GREATER. WIRED AT EA FILLED SAID UNTEL. TIMID <br />MINIMUM OIEAE GREATER <br />LHAN1 ISREWIREDAT EACH END THE UNTEL. <br />4.5 LINTELSTHAT NOT <br />REMOTER THAN 2 DAYS LE RSPAN GROCTMUST BE P-ERGJIDEE TEMPORARY <br />SUPPORT, NOT BE REMOVED UNTIL2 DAYS AFTER GROUT PLACEMENT. <br />FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 VW 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS, <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. 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