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1777 Beach Ave S1.0 r z DESIGN CRITERIA I ' DESIGN CODE: --------------- 2010 FLORIDA BUILDING CODE loll DESIGN LOADS: -------------- ACTUAL AND UNIFORM 6x6 P.T SYP#2 { Lou Pontigo and II POST BELOW TO BE i Associates, Inc. REMOVED, (cd_1.00) m STEEL CH FLOOR LOADING: AFTER I TOP CHORD LIVE LOAD (INTERIOR) --------------- z 40 psf CHANNEL IS 420 Osceola Avenue INSTALLED )ax. beach, Florida 32250 TOP CHORD DEAD LOw---------------------- 10 psf E TI B ARI G v I I Ph.242-0908 Fax.241-9557 BOTTOM CHORD DEAD LOAD-------------------- 5 psf AL T B C-) II I FL: CA#8344 SC: CA#3579 DEFLECTION CRITERIA: R OV TE ST L z ¢ J CONTACT US WITH YOUR COMMENTS FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX A E & W VL } I? a COMMENTS @ LP A,COM / / B MS AR IN AL D Lij EXISTING TO >• '� ti" ��'-; GENERAL NOTES: o II z REMAIN = ., � �p THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE 04 (nv "AS-1S" 3 METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT '— w ° THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL EW 0 ` ~ INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, EW )1 VL II �,, ,•.�0 GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN - MI OL _ B - -, �� •, R1DP..• U CTU OR = _ _ _ _-_� /�s �N �\��°`��<,. PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER AL E� STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. _ s'ssgS4jlll1l!#tau+++++0 MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. SI S 3 I 6x6 P.T YP#2 REVISIONS DATE GU 5. -S S1 I POST BELOW TO BE THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE 'CONDITIONS AND NOTIFY w —5 8 IT REMOVED`` AFTER ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON D NC OR DI CT STEEL CHANNEL IS STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN I C C TE INSTALLED ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. IRE 1�VoxF%2" )SD ND CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SC W TO VL E PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE FIELD ALTERATION RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. a CONTRACTOR SOCIATEHALL PRIOR TACT PONTIGO&ASSOCIATES PRIOR TO � MODIFICATIONS FIELDING ANY STRUCTURAL FICATIONS WH CH MAY VARY POST-INSTALLED ANCHORS IN CONCRETE I FROM THE RUCTIOINTENT DOUMTHE ORITS. NALY I CONSTRUCTION DOCUMENTS.ANY ADHESIVE ANCHORS AS SHOWN ON CONTRACT DOCUMENTS SHALL CONSIST OF AN ALL-THREAD GRADE BELDALTEROVEDBYLOU PONMADE IORTO 36 STEEL ANCHOR WITH HY150 MAX INJECTION ADHESIVE (HIT HY20 INJECTION ADHESIVE FOR t BEINASSITONA MAYRESULT IN 36 t I ADDITIONAL ENGINEERING OR MASONRY CONSTRUCTION WITH VOIDS) SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY I INSPECTION FEES. ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE PER MANUFACTURER'S REQUIREMENTS UNLESS ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE NOTED OTHERWISE. STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT j EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD STRUCTURAL STEEL CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY I MATERIALS: BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR W CHANNELS, ANGLES, PLATES A36 (36 KSI) FIRST FLOOR FRAMING PLAN OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSOI` NEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF SCALE: 1/4" = V-0" ABOVE DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION FOR E ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. I W z z ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL I v Uj W FOR BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 14TH EDITION. ,. k . .... �� FLOOR SHEATHING ..� . �. . , ,.. �:.,. a,�._� _ EXISTING FL � � .- . 0 EVE-; ,:SHO �CO T OF � .- k•w _ _ t _ EXPOSED AND CONCEALED AR E T REC I ONE. P A ,� _ _ _ >< .,� __.: � .. , .,,: . . .•_ _ � . x .. _. ... .. EXP _ v- ALL STEEL SURFACES BOTH _ PRIME. � , :-�. .�„ ,. <.:._. -_,�..-_, .:,>:. �,. Vic:., � .. f.....� ,... ..... .., _;�.:.. c..._e�-c ,.:: .,-.._.. .. .. .. , ..,.._. _ �. _CO N. ..ETC. -WHERE. PAINT IS DAMAGED. ALL �: �;;� . . <�., s ,Y. �Y, :,, �. _ LDS ,SCA S N z.. . ALL,.WE _ R _ - . _ LD SPOT__.PRLME _ _ TAN _ .. , PAIN __ -DR VE NEW'MC12x31 "A36 STEEL CHANNEL NEW 3 14"LVL EXISTING GALVANIZED "STEEL SHALL 'HAVE ALL"WELDS, =-SCARS, ETC.,a RE GALVAf�IZED IF DAMAGED. (3) ROWS OF SDS25312 STRONG., '`'` SCREWS © 4"o.c STAGGERED. FABRICATOR ALONG SIDE OF EXISTING BEAM. PLACE MICROLAM BEA PERPENDICULARLq = W TO PROVIDE 5/6" HOLES IN CHANNEL BOTTOM OF CHANNEL AT BOTTOM OF 2 14" TJI EXISTING (2) PLY 14"LVL S1.o U -77 N Q W I Cn °• O 00 � 000000ooOooaoooo0000aoooO oaaoO oaoa o WoOoOaOoOaOaO_ O O O O O O O O O O O O O O O O O O O O O O O O O O O OO O O O .1 O O O OOO O O, O O O O O O O 0 O O O O O O O O O O O O O OO O O W C!l r/ .a EXISTING BUILT-UP 6x6 P.T SYP#2 POST BELOW ' STEEL BEAM HANGER TO BE REMOVED AFTER STEEL CONTRACTOR TO, FIELD MEASURE CHANNEL IS INSTALLED LENGTH OF CHANNEL IN THE FIELD EXISTING CMU I PRIOR TO PIABRICATION BEARING WALL z .... ,. EXISTING ICF WALL 3 I W TO REMAIN" AS-IS" Q a I 1 STEEL CHANNEL REINFORCING DETAIL S1.0 SCALE: 3/4" = V-0" NEW MC12x35 A36 STEEL CHANNEL DESIGN COPE TOP OF LVL TO EXTEND TO FLANGE OF STEEL _._. . CHANNEL. FASTEN TO WELDED SIDE PLATES w/(2) EXISTING FLOOR CRITERIA, 5/8"0 A307 CARRIAGE BOLTS (ROUND HEAD WITH SHEATHING SQUARE NECK EXISTING FLOOR ) 3 FRAMING SHEATHING ALL HOLES IN STEEL BEAM SHALL r , , . ' �� G PLAN AND BE DRILLED BY STEEL FABRICATOR [ C 3-PLY LVL SY2 SN i DETAILS "AHOLE 6" � 77TYP�--�— � � � ,' /1 s �f O DO NOT SCALE DIMENSIONS FROM INSIDE I EXISTING 2 PLY' ' q ,c�.f �� •I THESE DRAWINGS.IF A DIMENSION 15 ( ) Int J UNCLEAR REFER TO THE F. M » 4 4 ARCHITECTURAL DRAWINGS OR SADDLE 00 O O I 14 LVL �„ CONTACT THE E.O.R.DIMENTIONS I I v EXISTING (2) PLY 14"LVL c PLAN NAME • h. r`�Maul r '.. ANDREWS RESIDENCE 411 411 DESIGN/DRAWN/CHECKED "' I CLIP PLATE CORNER a cs KJL LAP SECTION VIEW ELEVATION VIEW '� ti TO AVOID CHANNEL T - - m DATE NEW MC12x31 A36 WEB ROLLED EDGE 04-22-14 STEEL CHANNEL BUILT—UP BEAM BUCKET BUCKET SHALL BE CONSTRUCTED CONTROL No. FROM 3/8 " A36 STEEL PLATES FULLY COPE BOT OF LVL SLIGHTLY TO EXTEND WELDED WITH 3/16 " FILLET WELDS OVER FLANGE OF STEEL BEAM. j NOV 0 6 2014 TRUSS ID. LPA NO. LBy — ANDR-14-00244 ENLARGED DETAIL 2 3 , LVL TO STEEL CHANNEL DETAIL SHEET �i S1.0 SCALE: N.T.S S1.0 SCALE: N.T.S sto SHEET 1OF 1 s , -w: