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�=----------------------------------------------------- 8F16-lT/0M/lB 8F16-lT/OM/1B SF16-1T/OWOB 10'-2" 13'-6" 8F164'-6- OB 4'1" 1 1 '? %% j 1 AH7T 8FI6-lT/OM/OB 4'-6" 1 1 1 y 1 1 1 1 8F16-lT/OM/08 I I I � I j U.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR ON TOP OF WALL EL. 9'A" m 1 - ,% ----; t -�- 41 8Fl6-1T/0M/0B 1 5-to % 1 1 1 1 1 I I I 1 1 • 1 1 ; I 1 1 1 ; 1 1 . 1 1 � 1 Ij 1 Y 1 1 1 1 1 1 1 1 1 _ 1 -1b 1 1 1 8F36%T/OWl B 1 A" LIFT BEAM PLAN SCALE: 1/4" = V-0" GENERAL Nvres CODES t.t FLOWG&NLpNG CODEMEDRION, 2020 RESIDENDAL SECng13 RCO21 dRB08. 13 FLOPoG8lNL01NE,%1fi EDIDON.2020BlALDMG,SECT10N519D1T. 1.] BULDING CODE REW RET.ENTS FOR REINFORCED CONCRETE (Aq 3,&14).&14). 1.4 BIAIDIHG CODE REWIRBAEMS AlD SPEgFlGTK.N Fqt MASOIRV STRUCTUES (IMS�-,51 1.5 cTtmER IW SO ruRE 6CN" ENGINEERS LNHI.II■A DESKN LOADS FOR BULgNGS AND OTMD, 51RUCTiA4E51/LSCE 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE 3TRENGTHAT28GYS: 2.1.1 PRECAST N,STANDRRDREINFORCEMENT�ODD PSI MDJ. 2.1.T PREt'AST WPRESTFiESS RE■iFOI,CBAENT41000 P51 2.1.3 MOUt PER AS1M GT6-SOOT P51 wMAx. 3'B-AGGAEGTE.6 TO ,1' SLUAP. 21 RE■SORCING BARS: 23.1 STEEL PLACED IN PRECASTLIHIEL ATTIME WFABRMATION ATEELIN LINTEL (ORACEfiD) 2.T1 STEELI 1 MlW(2RZ40` TBLOCK (PLACED IN MELD AS1MA815MA1SM(GRA 2.3 PRESTRESS STRANDS ASTN MI6 MI6 T-N1RE, STRESS RELIEVED TA K51 2A DETML REK4FORCEMENT IN ACCORDN4CE N,n1Aq 3te-t t. 2.5 M.5WREIM5RASMDIWAI ICOMPLY N1TH Aq STANDARDS. 2.6 OC.5wRE PER ASTY AtOBYPiDD4M 3) MASONtY: 3.1 MINCRETEMA30lEtVLPREWIAU)S1RE GONFORMTOAS1M Cb0, NORMPL VUEIOIff'/4nl MINIMUTA NETAREA COMPRESSIVE STRENGTH 2m0P51. 3.2 MORTAR SHALL COPFORM TOASTM C270 iYPE'M'OR 5' 33 FULLMORTAR JgNTS ARE REOURED 3A BE LESS AGGREGATE 2I PS1.1 MPRESS 140ENGTH BE ES ANDMORTM THAIL NOT BELESS N F M,PSI.MASONRYSTRENGTH SHILL BE ESTABLISHED BY 111E'UNIT STRENGTH MEi}pD' OR, ALTERNATIVELY. BYTIE Fd3M 1E3T1.E111OD-MERE L6M REOURENENTS HAVE NDT BEEN MET. q snxucturL 41 SAFE LOASLE B S AR OFA ME FLOR LS LU ABEARING E"TIM,- REST ACCEPTABIEBEARIRG OF MB FI)IM 7THGCODE TTHE WLDW.2URE 2104..1 SEC L R80fiL S FLORIG BULpNO CODE TTM EUnON, 20R • 3-14, SECTION 21 6 4.T SAFE LOAD VALUES BASED ON MTIONAL DESIGN AHALY313 PER Aq 3,&14 AND TMS CDT-,fi 1.3 DE3I TINGYEVALUATE CONCENTRATED LUMSF AT,1SAFELGDTAYSIM CALCULATNG MAIDs111M RE513nNG MbIENT ANDSNEAit AT a DISTANCE AVWY FROM TIE FADE OF T1£ SUPPORT I . A FOR LINTEL LENGTH E" WGREATER,VERTICALCELLH EW SOUDLINT Gg0U1'AND MNNLS ONE(1)a VERTgLL REBARIS REWIRED AT EACH END OF THE LINTEL 4.fi LINTS ,I -ARE GREATER UNTIL 2 JYSAFTER AN MUSL PIENT. DTEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GRgIT PLACQAENT. FRAMING NOTES: t. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 100 x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10G x 1 12" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10D x 1 L7' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 1 ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. UNTELS SHALL HAVE 4" NOMINAL BEARING (c). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO AUGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .1 Tr • x 2 7/8" LONG, WITH WASHER C 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 6-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK I DEBSCRIPTION REMARK 0 1 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW I T-O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (P0 WxH' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BBt MASONRY 3000 6'X8" (1 p15 GROUTED SOLID LOADSGRAVITY & UPLIFT SAFE • ■ LOADS rA R C N I T E C Ti5 Group 1441 N. RONALD REAGAN BLVD. LONG%V.D,FL32750 PH: 407-7748078 FAX: 407-774A078 wwwzbde igngroup.com AA #: 0003325 i V q. O a rVn A ti SUSEllm do TAT 44 SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MoDEi: "2045-LANTANA" GARAGE 8WING: RIGHT PAGE: LIFT BEAM PLAN 50 H 202 PRnaT 03/02/21 DATE. SCALE: 1/4"=1'-0" SHEET S 2