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HomeMy WebLinkAboutEngineering General Notes 2.HEX BOLTS HAS TO BE ASIM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED A.CONCRETE&FOUNDATION DESIGN: FLAT WASHERS AND NUTS. HOME. 3 ALL CONCRETE SCREWS SHALL BE,SIMPSON,BRUIT,RAWL, 3.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL DE 3000 TAPCON,REDHEAD,DYNABOLT,PORTECf OR APPROVED ENCLOSURE SHALL COMPLY WITH RESID1:1fRAL SWIMMING 2. ALL MINIMUM. UETEFILLED SUPPORTED SLABS SHALL pE 2500 PS1 EQUAL. BARRIER REQUIREMENT'S OF TNEFLOR1DA BUILDING CODE 6,h ,,�1 A 1_,I � s 4.ALL METAL TIES AND ASSOCIATf;D ACCESSORIES SHALL DE EDITION R 4501.17 IN ITS ENTRBIT. RECEIVED V , °, O"•3 MINIMUM,3 12'NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3.DOOR LOCATIONS MAY EE DETERMINED IN THE FIELD BY 't.U�°`•\.��I-UW1S�°°o(�` 3.FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5.AL1,LAO BOLTS SHALL HAVE A MINIMUM EMEEDMENT Or SX CONTRACTOR - APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G'•.42 MIN.). 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THLY SHALL J U L 11.2018 NO. IN LIEU OF WELDED WIRE MESH 6.LAO BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 4.ALL SIMS ON GRADE SHALL BE 4"]HICK WITH FRIERMESH. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST. 5.ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF S.SCREENING MATERIAL SHALL BE TBX14XO.0130R ( ST.Lucie County,PATGIitdng .G 60(GO K91 MIN.)DEFORMED BARS,83 BARS MAYBE GRADE 40 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE• EQUIVALENT DENSITY SCREEN MESH ONLY UNLE•SS NOTED -^ --_-- 6.ALL OVER POUR CONCRETE FILLED SUPPORTED SLA13S SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO ON DRAWING S-Z O a� CV,-- BE 3000 PSI MIN.,2"MINIMUM.THICKNESS, CIRCUMSTANCES BY DRIVING WITH A HAMMER 6.PLEASE NOTE:2x2 T�" (lyp)DIAGONAL BRACING SHALL BE 7.SOIL BEARING PRESSURE SHALL BEA MINIMUM OF 1500 PSF. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IV 2':X2"X0,055"MATER] (7N7(C s ° •° \`,,^:. S. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THC ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 7, AL,UNLESS 017EIRlV[SE NOTED ON S-2. G RO ENGIN •°REAL"Gl FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY ENGIN6E11OFRECORUr PW',.`. OPC(PORTLAND CEMENT TYPE 1,•ASTM C 150). BE APPLIED IN CONDITIONS ACCEPTABLE TO 6 AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN MANUFACTURER FASTENERS SHALL HB A MINIMUM OF SAE David W.Smith P.E. 314'• GRADE a5 OR BETTER ZINC PLATED. FLORIDA LICENSE:53608 AIR ENTRAINING♦/-1%-ASTM C 260, S.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR Thomas L.Hanson P.E WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER AILS STAINLESS STEEL TYPE 300 CLEAN POTABLE WATER IB-B,UNLESS MANUFACTURER GALVANIZED DOLTS SPECIFIES FLORIDA LICENSE:38654 OTHER ADMIXTURES SHALL NOTBEPERMITRLD. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA: 9.METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. 1. ULTIMATE DESIGN WIND SPEED Vull,(3 SECOND GUST): ISO MPI] Mark R,Dunn 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vmd: 116 MPH FLORIDA LICENSE: P.E.P. CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, t0. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 2. RUSK CATEGORY: 1 2,&3 ALONG WITH HOT WEATHER CONDITIONS CLASSG-185. 3. WIND EXPOSURE: B Joel F8lardeau P.E. RECOMMENDATIONS. II.FOR SMS,THE MINIMUM CENTER•TO•CENTERSPACING 4. WIND LOADS: FLORIDAoelF lardE: u P ILIFUTIIZINOEXIS7ING CONCRETE FOR FOUNDATION, SHALL BE 3/4'AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" SCREENROOF: NIA CONCRETE SHALL BE A MINIMUM OF 4-IN THICKNESS, UNLESS NOTED OTHER MSE. SCREEN WALLS: 31PSF Erik Stuart P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SOLID ROOF(MWm5): NIA SPILLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS: COMPONENTS AND CLADDING LOAD: NIA FLORIDA LICENSE:77605 B.MASONRY: ASTWI E1119 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR ISXI4XO.013 SCREEN MESH: 0.86 ].CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUM] ASTMEA 6. FACTOR APPLIED TO SCREEN WIND LOADSFOR ALLOWABLE STRESS DESIGN: 0.6 FBC Plans&Engineering HOLLOW[INITIS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MAM1AIrAA A9M35,AND SPEC. T LIVE LOAD: Services,Inc. TYPE M OR S MORTAR FOR ALUMINUM PART 1-A,&1•B 30016.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 6272 Abbott Station Dr.Unit 101 LAIL MORTAR SHALL BE OF TYPE M OR S. AS17-I C94 200111.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE AST1fC150 IO PSF VERTICAL DOWNLOAD ON SOLID ROOF. Zephyrhill6,FL 33542 MAXIMUM COARSE AGGREGATE SEE OF 3/8". ASTM(C33 S. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESISTTIL Ph#(813)788.5314 ,.PROVIDE CLEAN-OUIS FOR REINFORCED CELLS CONTAINING ASTM C260 UPLOADSFORTTM pROPOSL•D STRUCTURE. Fax#1-(866)824-7894 REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-O"IN ASTM C494 9. SCREENROOFTYPC:N/ASOLID ROOF TYPE:NIA E•mail•erb IEC IAns.[Oln HEIGHT. ASTM A615 WebwWC site-wlans.com ASTMM AIes p C.ALUMINUM: FLORIDA BUILDING CODE 611,EDITION(CHAPTERS 16,20&23). C.O.A.-029054 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO TEE ALUMINUM STRUCTURAL MEMBERS MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A MINIMUM•IH(CKNESS OF 0.040"FOR SUPPORTING MEMBERS. F.ABBREVIATIONS: DATE: 6/28/2018 E 2.WRE KICK PLATS ARE USED A MINIMUM THICKNESS OF THE FOLLOWING LIST OF ABBREVIATIONS 19 NOT INTENDED HOLLOW SECTIONS 0.024"SHALL APPLY, TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT DRAWN BY:TLK 3.STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A• 2 x 2:---------------------------------------2"X 2"x 0.044" TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 2 x 3:---------------------------------------2"X 3'X 0,050" REVISION; STRESS DESIGN]"OR"PART 1-B-SPECIFICATIONS FOR 1.EYP-TYPICAL DATE: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 2.SIM-SIMILAR 2%4:--•-••-•••-••--•--•--------••---•------2"x4"x0.050" ROS FACTOR DESIGN'OF THE ALUMINUM DESIGN MANUAL 3.UON-UNLESS OTHERWISE NOTED 2 X 5:---------------------------------------2'x 5"X 0,050" PREPARED BY THE ALUMINUM ASSOCIATION, 4.CONT-CONTINUOUS 3 x 3:----•••••--••-•--••....................3"x 3"x(1125" RO 2 INCAVASHINGTON D.C.THE FLORIDA BUILDING CODE61h S.VIF--VERIFY IN FIELD R03 ALUMIN(CHAPILR I6 STRUCTURALDESION&CHAPTER 20 G.RESPONSIBILITY. OPEN BACK SECTIONS ALUMINUM). I x 2r--•--•--•-•••-••--•------------•'-"--- 1"x 2"X 0.040" RO 4 4.WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1.ALL SITE WORK SNAIL HE PERFORMED BY A LICENSED PRESSURE TREATED LUMBER PROVIDE DEI.LCIIUC CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:-----•------••-------------------------1"x 3"X 0.045" SEPARATION. CODES,LOCAL ORDINANCES,ETC. IOb#18062235 S.ALUMINUM MEMBERS SHALL BESTITCHED WITH NOLESS 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS PROJECT ADDRESS; THAN 410 SMS 6"FROM THE ENDS AND IY ON CENTER IF NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN USING 812 SPACING MAY BE 24"ON CENTER. DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:----------------------------------2'x 2'X 0.045" DREW 6.VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" 121 SE CELESTIA CT SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING I'THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2x4SMS;.................................2"x4"x0,045" PORT ST LUCIE, FL 34 983 "REMOVABLE PANEL SHALL BE REMOVED WHEN MND 'SIINROOMf ROOM ADDITION ELIIML'NTS AS PROVIDED BY THE 3 x 3 SMS:.................................3"X 3"x 0,090" SPEEDS EXCEED 75 MPH'.DECAL SHALL BE PLACED SO IT IS CONTRACTOR. VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 7.I'X2•X0.045'NON-STRUCTURAL MEMBERS SHALL BE ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING(SMB) ATTACHED TO HOST WITH I/4'0X1-3/4"EMBEDMENT&24" MANUFACTURER 2x4SM13'r-•-••-•----••-•---•--2"x4"X0.044"X0.100' CONTRACTOR; O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE 5.ANY DETAILS NOT SHOWN ARE TO DE ENGINEERED BY A 2 X 5 SMB:......................2"X5"x0.050"X0.118" K&S INDUSTRIES,INC. WOOD SCREW WHEN IN WOOD&010X T/2'EMBEDMENT SMS LICENSED P.E.IN ACCORDANCE WITH STANDARD ORTEK SCREWS IN ALUMINUM MEMBERS TYPICAL ENGINEERINO PRACTICES. 2x6SMB----------------------2'x6"X0.050"x0.120" 1379 SW BILTMORE ST. 2 x 7 SMB:----------------------2"x 7'x 0.057'x 0,120' PORT ST LUCIE,FL 34983 D.FASTENERS: &MISCELLANEOUS: 2 x 8 SMB---------------•-------2"x 8"x 0.072"x 0.224' I.ALL LAO BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB:----••----•--•--•-•---2"x 9"X 0.072"x 0,224' 30018-8,WITH STANDARD FLATWASHER UNIX SS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAD HOME,1F 2 x 10 SMB:...................2"x 10"x 0,092"x 0.374" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH NOTES WITH ACQPRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO .TUBE SECTIONS 2 X 2--------------------••-----'-"-•----•--2"x 2'x 0.090" � J_1 THIS DOCUMENT SHALL NOT BE REPRODUCED INWHOLE OR IN PART WTHOUT EXPRES8EDWRITTEN PERMISSION OF TRAC DESIGN,ILC 3COPYRIGHT 1 fiSB : Oy Af kA L ^°l° C P F I GINEER SEX ENGINEER OF RECORD: David W.Smith P.E. FLORIDA LICENSE:53600 s-3 Thomas L.Hanson P.E HOST 1X208 FLORIDA LICENSE:30654 Mark R.Dunn P.E. r M p FLORIDA LICENSE:73960 t° N I Joel Falardeau P.E. N2X2 DJ N FLORIDA LICENSE:70667 2x2 DJ rik Stuart P,E. EXISTING CARPORT FLORIDA DALICENSE:77605 o oo m s-4 x X FBC Plans&Engineering x2/DJ N i4 SerVIces,Inc. 6272 Abbott Station Dr.Unit 101 EXISTING 4x4 EXISTING 4x4 EXISTING 4x4 2X2/DJ Zephyrhills,FL 33542 CO WOOD POST BY WOOD POST BY WOOD POST BY Ph#(813)788-5314 c14S-3 OTHERS OTHERS OTHERS mo o a0 Fax#1-(866)824.7894 X N N I 8-mail-erb©Ibcplans.com 1 X208 X Website-WWw,Pocplans.com C.O.A.429054 27'-0" DATE: 6/28/2018 DRAWN BY:TLK 1x20B REVISION: DATE: RO 1 RO 2 0 O O O O ED O RO3 O X (74 X X I X X`r X N d. I d' 2X2 t dx2X2 t 2X2 t X v RO 4 0 Job#160622 35 PROJECT ADDRESS: D2 ESE CELESTIA CT (tYP) PORT ST LUCIE, FL 34 983 —�`- s-3 CONTRACTOR: NOTE: FOR 1X2 OB ATTACHMENT TO POST K 8 S INDUSTRIES,INC. SEE S-1 C. ALUMINUM #7. 1379 SW BILTMORE ST.PORT ST LUCIE,FL 34983 FLOOR PLAN S-2 THIS DOQJMENT SHALL NOT BE REPRODUCED W WHOLE GRIN PORT NATHOUT EXPRESSEDWRITTEN PERMISSION OF TR0.0 DESIGN.4C®COPYRIGHT r o -U o fl -)3 s SiAir e OPTION 01 r'OrN,A.((M1)a10xOPTION 92 RO NE6.°iA��SCREWBOSSGS ' I =___= ENGINUR OF RECORD: David W.Smith P.E. 272'OR I 0.062•ALUMINUM INTERNAL OR FLORIDA LICENSE:53608 MEMBER I W FER ALRE M1IVINGOHNANNNEL Thomas L.Hanson RE I TO OP./AM)OR UPRIGHT,(2)#14X 3/4' FLORIDA LICENSE:38654 UA.LEG INTO GIRT OR PURLIN- Mark R.Dunn P.E. (0.062°ANGLE CLIPSw/(2) FLORIDA LICENSE:73968 p 14x3/4°SMS EA LEG) UI'RIGHTORBEAM-SNAP Joel Falardeau P.E. RSELFMATINGOR FLORIDA LICENSE:70667 � � HOLLOW Erik Stuart P.E. ( H \ PURLIN OR GIRT TO BEAM OR POST DETAIL FLORIDA LICENSE:77605 S-3 SCALE:NTS FBC Plans&Engineering Services,Inc. 6272 Abbott station Dr.Unit 101 Zephyrhills,FL 33542 Ph#(813)788.5314 Fax#1-(866)824.7894 E-mail-erb@ fbcp(ans,com Website-Www.fbcplans.com C.O.A.-H29054 NOTE:WHEN USING 20/20 SCREEN REDUCE ANCHOR SPACING TO 12"O.C. IWO. DATE: 6/28/2018 1/4'0.3'CONCRETE SCREW DRAWN BY:TLK HINGE LOCATION 6-FROM GRIT&2°FROM TOP &BOTTOM@18•o.c. REVISION: DATE: IF WOOD-al/4.0 X 3•WOOD SCREW 2°x2"EXTRUSIONRO 1 2°x 2°EXTRUSION HOLLOWSECTION GIRT HOST (4)®10x 11/2'SMS RO 2 INTO SCREW BOSS HINGE LOCATION DOOR — __= RO3 ----- — RO4 2°X_°(SEE S-2 FOR SIZE)ATTACHED lob#18_062235 W/(4)910 •sMs REW PROJECT ADDRESS: [N70 SCWBOSSBOSS 1/4.0x4'CONCRETE SCREW 3" DREW - HINGE LOCATION FROM I'x2"@ 24"O.C. 121 SE CELESTIA CT ---- ----_ PORT ST LUCIE, FL 34 983 NOTES: 1.HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10x5/8°SMS MINIMUM. d da c CONTRACTOR: 2.DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. 4 d K&S INDUSTRIES,INC. 3.HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 5/8"SMS.FASTEN A d d 1•x 2°x 0.044"TO UPRIGHT W/N12 x 1°SMS @ 12"O.C.AND WITHIN 3°FROM 1379 SW BI LTMORE ST. END OF THE UPRIGHT. PORT ST LUCIE,FL 34983 H2 CHAIR RAIL&OPENBACKTO HOST DETAIL F' TYPICAL SCREEN DOOR CONNECTION DETAIL S-S SCALE:NTS S-3 DETAILS SCALL;NTS S-3 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR W PMT WITHOUT FXPRESSEO WRITTEN PERMISSION OF TRAC DESIGN.LLC(OCOPYRIOHT