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HomeMy WebLinkAboutPLAN & PROPOSE WORK,I Ville Copy General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRIITE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MIND". 2.. ALL CONCRI%TE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBER IESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4". AIR ENTRAINING +/-1 % - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" 114 THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR 2• ALL MORTAR SHALL BE OF TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 318", 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. to. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7-10 AA ASM35, AND SPEC. FOR ALUMIN 54 PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE Sth EDITION (CHAPTERS 16,20 & 23). 2010 ALUMINUM DESIGN MANUAL 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A F. ABBREVIATIONS: MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT 0SHALL APPLY. TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.' 3. STRUCTURAL ALUMINUM DESIGN CONFORMS 1. TYP --TYPICAL TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM 2. SIM - SIMILAR STRUCTURES - ALLOWABLE STRESS 3. UON -- UNLESS OTHERWISE NOTED DESIGN' OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM 4. CONT - CONTINUOUS STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR 5, VIF _ VERIFY IN FIELD DESIGN' OF THE ALUMINUM DESIGN MANUAL 2010 PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.C. THE G. RESPONSIBILITY: FLORIDA BUILDING CODE 5th EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER ALUMINUM), 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CODES, LOCAL ORDINANCES, ETC. SEPARATION. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEENDRAWINGS, THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF FABRICATED ITEMS, OR ACTUAL FIELD SPACING MAY 24" ON CENTER. USING #12AN CONDITIONS. G. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY . 3THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE "REMOVABLE PANEL SHALL REMOVED WHEN WIND CONTRACTOR. SPEEDS EXCEED 75 MPH" .DECC AL SHALL BE PLACED SO IT IS , 4ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED VISIBLE WHEN PANEL IS INSTALLED. ON INFORMATION PROVIDED BY THE CONTRACTOR AND 7. 0.045" NON-STRUCTURAL MEMBERS SHALL BE MANUFACTURER. ATTACHED ATTACHED TO HOST WITH X EMBEDMENT & 24" 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A CON/4"0 CONCRETE O.C. MASONRY SCREW FOR CONCRETE &EQUIVALENT SIZE LICENSED P.E. IN ACCORDANCE WITH STANDARD WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMS ENGINEERING PRACTICES. OR TEK SCREWS IN ALUMINUM MEMBERC TVPTr AT D. FASTENERS: I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. H. MISCELLANEOUS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 5th EDITION R 4101.17 IN ITS ENTIRETY, 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 5. SCREENING MATERIAL SHALL BE 18X14XO.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. 6. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2"XTWO.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2. 7. ALL ALUMINUM SCREENED ENCLOSURES SHALL BE DESIGNED SPECIFICALLY FOR THE APPLICATION STATED IN RULE 61G20-1-002: TO REMOVE SCREEN PANELS IN THE EVENT OF FORECAST WINDS THAT EXCEED 75 MPH. LABELS SHALL BE PLACED ON CHAIR RAIL MEMBERS ON ALL SCREEN WALLS IN A LOCATION THAT CAN BE EASILY SEEN AND FOR ALL PANELS ABOVE THE DESIGNED CHAIR RAIL ON ALL SCREEN WALLS SHALL BE CUT AS PRESCRIBED IN THE RULE AND THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS STATED IN RULE 61Cr20-1.002 AND SECTION 19 LAWS OF FLORIDA, 553.76, 553.77., ONLY APPLIES IF SHOWN ON PAGE S-2 DRAWING PAGE. i AUHMENTS Ahie i h� RaPONSIBIL `I OF THE VMVNITR40TOR OF PFOORD ,L;AN8 An1D iii.f PR 00Pe "iiya �iJ0��CTO rr�r sQ�I�Tic� {.6yE°i E !r,$i18FECTORS THAT Efj5IR:iy' i iti PP�d9DEipTp(��i SitO>r53c(;1��14fo"�FJNEe�d DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 150 MPH NOMINAL, DESIGN WIND SPEED Vasd: 116 MPH 2. RISK CATEGORY: 1 3. WIND EXPOSURE: B 4. WIND LOADS: SCREEN ROOF: 9 PSF SCREEN WALLS: 31 PSF SOLID ROOI, (MWFRS): NIA COMPONENTS AND CLADDING LOAD: N/A 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: 0•88 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 7. LIVE LOAD: 3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 8. EXISTING 8"X8" THICKENED EDGE WITH 4" MONOLITHIC SLAB SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 9. SCREEN ROOF TYPE: MANSARD-1/2 MANSARD 10. SOLID ROOF TYPE: N/A ALUMINUM STRUCTURAL MEMBERS HOLLOW SECTIONS 2 x 2:---------------------------------------2" x 2" x 0.044„ 2 x 3:---------------------------------------2" x 3" x 0.050„ 2 x 4:------------------ -----------2" x 4" x 0.050„ 2 x 5: -------------------- ------------------2" x 5" x 0,050„ OPEN BACK SECTIONS 1 x 2:------------- ------------------1" x 2" x 0.040„ 1 x 3:----------------------------------------1" x 3" x 0.045„ SNAP SECTIONS 2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045„ 2 x 3 Snap:---------------------------------2" x 3" x 0.050„ 2 x 4 Snap:--------------------------------- 2" x 4" x 0,045„ SELF MATING (SMB 2 x 4 SMB:---------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120" 2 x 7 SMB:------------- --------- 2" x 7" x 0.057" x 0.120" 2 x 8 SMB----------------------- 2" x 8" x 0.072" x 0.224" 2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" 2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374" St. LT GgJilT� QUIT DT C DlViSIGN REVIE11 �i) B �� DATE _ I I PLANS ANDPER.�T _WST BE ! KEPT ON JOB C)RNC)TN PL'C7IO L'lPILLEE iA-DLo RECEIVE® AUG 2 8 20V PERMITTING St. Lucie County, FL i -EBY CFRTIFYTHAT I HAVE REVIEWED THIS PLAN AND FOUND I+T TQ BE, IN CONPLIANCph H ASCE7-10, B: FBC Sth EDITION., c t t-i L .4 ° o ®�'� ° o'er ® , o No. 70667 0 ST TE OF e O ", ^ o° /✓ O peg PF�QF 1•1`4! FN I1IFRSPiAI®N� David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P. FLORIDA LICENSE: 38654 Mark R. Dunn P.E. FLORIDA LICENSE: 73968 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhil.ls, FL 33542 Ph#(813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com W ebs ite-tAr1,1, W, fbcplans>com C.O.A.429054 DATE: 8-2-2017 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: SIGEL 11700 APALOOSA CT PORT ST LUCIE, FL 34987 "IONTRACTOR: K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 NOTES S-1 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT T0, BE YN - . DOOR LOCATION MAY BE A COMPLIAI (CE MtH A�CE7=1U,. s4BC,5th' DECIDED IN THE FIELD BY S-3 EDITION.•. CONTRACTOR t`a �10ENS�°°,°�-^ ` 1X2 ° ;-3 2X2(t ) 2X2( )')] 2X2(t ) 46) 2X2(t ) 2X2(t ) 2X2(t ) x cv I pq Pq pa pq M pq C n x x x x x x CU N N CU CL1 0i 2X2(t ) 2X2(t ) 2X2(t ) 1 L� 2+� D S-3 49 n" /�--------------T----�-- i I I 1X2 01.1 CU X X X x X J2 x x CU CL! CU CU 0i S-4 N 2X2(t ) 2X2(t ) 2X2C SF3 1X2 S-4 S-4 CtYP)""N�SJ-4 2X4SMB CU x CU 2X4SMB C x 2X4SMB x CLI 1X2 0 No. 70667 STATE OF QD PRO FE C 1(EIs4BSEAL.% ENGINtERWREGORD: David W. Smith P.E. FLORIDA LICENSE: 53608 io Thomas L. Hanson P.E FLORIDA LICENSE: 38654 Mark R. Dunn P.E. FLORIDA LICENSE: 73968 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhil.Is, FL 33542 Ph#(813)788-5314 Fax# 1-(866)824-7894 E-mail-efb@fbcplans.com Website-WWw.fbcplans.com C.O.A.429054 DATE: 8-2-2017 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: SIGEL 11700 APALOOSA CT PORT ST LUCIE, FL 34987 CONTRACTOR: K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 17LOOR PLAN S-2 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC ALUMINUM GUSSET 2" x _PURLINS (SEE A-1 FLA I h FOR SIZE)ATTACHED TO ••• \ B #12 SMS BEAM w/MIN (4) #10 x 1/2" SMS �� b Y S� • o \ ���a • ti • 5 3 C EE-I A �c N BEAM "B" "N" "S1" "S2" "SY "S4" 2X4 12 4 3/4" 1- " 16" 3.75" 2X5 12 4 3/4" 1- " 16" 4.75" 2X6 16 5 1" 1-2' 19" 5.75" 2X7 120 6 1" 1-�" 22" 6.75" 2X8 24 7 1" 1 B" 23" 7.75" 2X9 24 7 1" 18" 23" 8,75" 2X10 28 8 1" 1-"" 24" 9.75" BE NOTES: 1. "N" NUMBER OF SCREWS IN ANY DIRECTION, 2. TOTAL NUMBER OF SCREWSPER JOINT EQUALS 4 TIMES "B", 3. PLATE WIDTH SHALL BE DETERMINED FROM ANGLE OF BEAM AND MIN. SPACE REQUIRED. 4, GUSSET PLATES MAY BE INTERNAL OR EXTERNAL. S. INTERNAL SCREWS FOR PURLIN CONNECTION MAY BE INCLUDED IN TOTAL NUMBER OF SCREWS, 6. GABLE SPLICE WILL HAVE THE SAME PATTERN. B BEAM SPLICE GUSSET DETAIL TYPICAL S_3 SCALE: NTS EAVE RAIL (1) 3/8"0 THRU BOLT W/ NYLON LOCKING NUT OR THREAD LOCKING MATERIAL APPLIED OPTIONAL: 1"X2"OPEN BACK ATTACHED TO HOST W/ (1)1/4"0 CONCRETE SCREW OR LAG WITHIN 6" OF BEAM & @ 24" O.C. MAX BETWEEN BEAMS 00 �o N � O (B) - 1/4" 0 CONCRETE SCREW O W/ 1-1/2" EMBEDMENT INTO 0 MASONRY (1-1/2" MIN, SPACING OR (6)- #14 X 3/4"SMS �-ATTACHING ANGLE TO BEAM EACH SIDE (1" MIN. SPACING) i i i i i i i (B)- 1/4" 0 X 2" LAG SCREWS SLOPED OR FLAT INTO WOOD (1" MIN SPACING) ROOF BEAM (SEE (TYP 2 LOCATIONS) SHEET S-2 FOR SIZE) BEAM "B" NOTES: 2"X2"X 0.125" ANGLE 2X4 1 1. THE MINIMUM EDGE EA. SIDE OF BEAM DISTANCE IS 3" FOR MASONRY 2X5 2 STRUCTURES. EXISTING HOST STRUCTURE 2. IF A RECEIVING CHANNEL IS (CONCRETE, GROUT FILLED 2X6 2 USED, USE TWICE THE NUMBER CMU OR WOOD) 2X7 3 "B" ANCHORS INTO THE HOST STRUCTURE. ALL MINIMUM 2X8 3 SPACING SHALL BE APPLICABLE. 2X9 3 A BEAM TO HOST TO CONNECTION DETAIL 2X10 1 4 [ _3 SCALE:NTS HINGE LOCATION (2) #10X3" SMS CROSS SCREWING BRACE TO BEAM OR 2" x 2" EXTRUSION EAVE MEMBER (.125" BACKING PLATE USED) ROOF BRACE 2"x'2"x,125" FLAT BAR (typ) HINGE LOCATION HINGE LOCATION DOOR 2" x 2" EXTRUSION NOTES: 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 x 5/8" SMS MINIMUM. — — — 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. 3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM END OF THE UPRIGHT, E ROOF BRACING CONNECTION DETAIL S-3 SCALE: N.T.S. F TYPICAL SCREEN DOOR CONNECTION DETAIL S' 3 SCALE: NTS PURLIN UPRIGHT WEB LAPPED OVER PURLIN W/ (2) #12X3/4" SMS EACH SIDE• THRU UPRIGHT & PURLIN 2"X2"MEMBERATTACHED TO UPRIGHT W/ (3) #10X1-1/2" SMS- INTO SCREW BOSS 1"X2"XO.045" OPEN BACK ATTACHED TO PURLIN W/ (2) #10X1-1/2" SMS INTO SCREW BOSS 1"X2"XO.045" OPEN BACK ATTACHED TO 2"X2"10,045" EAVE RAIL MEMBER #lOX1-1/2" SMS [@ 24" O.0 Ffle Copy NOTCH POST AS NEEDED C SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL S_3 SCALE; NTS BEAM SCREWS 2" X 4" SMB 6 2" X 5 "SMB 6 2" X 6 "SMB 8 2" X 7" SMB 8 2" X 8" SMB 10 2" X 9" SMB 10 2" X 10" SMB 12 FOR SLOPED BEAMS, MAINTAIN ALL SCREW SPACING FROM EDGE OF BEAM 2" x 2" EAVE RAIL SECTION (UNLESS OTHERWISE SHOWN ON S-2)_� - ATTACHED TO BEAM w/ (3) 1OX 2" SMS INTO SCREW BOSS 1" X 2" OPEN BACK EAVE RAIL ATTACHED TO UPRIGHT w/(2) #10 x 1 Y2" SMS INTO SCREW BOSS #10 X 1 Y2" SMS 24" C/C #14X 3/4" SCREWS (SEE TABLE ABOVE) i i i i ELF-MATINGBEAM SHALL BE NOTCHEE i-SWrFOR UPRIGHT v III 9 oil 2" NOTCH OF INSIDE BEAM TO SLIDE OVER UPRIGHT (MIN) UPRIGHT D UPRIGHT TO BEAMCONNECTION - ALL WIND ZONES S_3 SCALE: NTS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT:T9 j3E IN COMPLIANCE WITH ASCE7 EDITION. 10, BuFBC 5th ' '4 of eo.,euo®e 4 E 7 a \,\G o ' a No.70667 v STATE OF o® .0- 0 0 o c David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E FLORIDA LICENSE: 38654 Mark R. Dunn P.E. FLORIDA LICENSE: 73968 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhi(ls, FL 33542 Ph#(813)788-5314 Fax# 1-(E166)824-7894 E-mail-erb@fbcplans.com W eb s ite-www, fb cp Ian s. co m C.O.A.429054 DATE: 8-2-2017 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: SIGEL 11700 APALOOSA CT PORT ST LUCIE, FL 34987 :ONTRACTOR: K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 DETAILS S-3 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, �fle ?31 OPTIONAL Z-BRACKET 0.250" 2" GUTTER BRACKET REQUIRED AT PURLIN ATTACHMENT POINTS w/ (2) #12 X 3/4" SMS INTO GUTTER LIP 1" x 2" x 0.045" OPEN BACK W/ (2)#10X 2" ATTACHING TO GUTTER & (1) @ 24" O.C.. PURLIN 00 00 5" OR 7"-X 0.250" EXTRUDED GUTTER BRACKET 3/8" LAG SCREWS @ EA. GUTTER ,CKET & (1) @ 12" O.C. MAX- MIN MI)MENT SHALL BE 2" 2" x 2" x%" XALUMINUM ANGLE w/ (4) #12 x 3/4" THE HOST STRUCTURE SHALL SMS INTO PURLIN ON EAJ HAVE AT LEAST A 2"X4" SIDE & (4) 12X1-1/2" INTO FASC[AAND ROOF TRUSS GUTTER SYSTEM. CONTRACTOR SHALL VERIFY THIS AND IF SUPER GUTTERJ SMALLER- CONTRACTOR SHALL BRING STRUCTURE UP TO A 2"X4" FASCIA AND ENSURE LESS THAN A 4'-0" OVERHANG. Al GUTTER BRACKET & PURLIN ATTACHMENT DETAIL S'4 N.T.S. OPTION #1 (4)#10 x 1 Y2" SMS SCREW B( OPTION #2 2"X2" OR 2"X3" J I I 0.062" ALUMINUM INTERNAL OR MEMBER I EXTERNAL RECEIVING W 4 #10 X 3/4" NTO INTO EL LBEAM OR UPRIGHT. (2) #14X 3/4" EA. LEG INTO GIRT OR PURLIN - (0.062" ANGLE CLIPS w/ (2) 1 #14x3/4" SMS EA LEG) —"— UPRIGHT OR BEAM -SNAP OR SELF MATING OR HOLLOW H PURLIN OR GIRT TO BEAM OR POST DETAIL S_ A SCALE: NTS (4) #10 X 3/4" SMS FASTENING SECONDARY ANGLE TO COLUMN (WV EACH SIDE) (B) - CONCRETE SCREW ANCHOR INTO SECONDARY ANGLE(TYP EACH SIDE) (SEE TABLE) ANCHOR SPA (MIN) CnT)(SEE T, Column Size 1/4"& 3/8" 0 Concrete Screw Anchor B Min. Spa 2X3-1 4' 0 0 2x4-1 4" 1 3 2x5-1 4 1 2x6-3 8 4 2x7-38' M-3 8" 2 2x9-3 8' 2 I4' 2X10-3 8' 2 14.5 SECONDARY ANGLE MIN 0.125" THICK (NOT REQUIRED FOR 2X3 MEMBER) PRIMARY 2" X 2" X 0.125" ANGLE (2) #10 X 3/4" SMS FASTENING COLUMN TO PRIMARY ANGLE O 0 (TYP EACH SIDE) O 1" X 2" BASE MEMBER (TYP EACH SIDE) (1) - CONCRETE SCREW (SEE Q TABLE) ANCHOR INTO PRIMARY ANGLE AND @ 1/4" 0 CONCRETE 3" (MIN) SCREW ANCHOR @ 24" O.C. BETWEEN COLUMNS NOTES: (TYP EACH SIDE) 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4" AT ATALL UPRIGHT LOCATIONS. ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING `, WHEN A PAVER DECK IS PRESENT. �C 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED BY ENGINEER. 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2%4 SHOWN IN TABLE. G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W 0 PAVER DETAILS S-4 SCALE:NTS \ 0 0 3/16" MIN. GUSSET 1 PLATE W/(1 )# 14X — — — K- BRACE 0®0 1 3/4" SMS INTO � I — I ® ® — RAIL — — — ® ®® \ — — 1 \ GIR 09 3/16" MIN. GUSSET 1 \ K BRACE ®® ® GIRT PLATE W/(10)# 14 1 \ \ i I M1 3/4" SMS INTO 1 I K- BRACE 4" (MN UPRIGHT ( CORNER POST OUTSIDE CONNECTION OUTSIDE CONNECTION \ — — — K- BRACE \ I I I ®® EAVE I 0 L%MLL I I \ \ K BRACE 1"X3"XO.0625" MIN. I \ ANGLE W/ (10) \ #14X3/4" SMS CORNER POST INSIDE CONNECTION J1 CORNER K-BRACE CONNECTION S_4 SCALE: N.T,S. 00 GIR'1--' ®® i —GIRT K- BRACE ®® 1 4" (MIN) UPRIGHT 1"XT10.0625" MIN. / ANGLE W/ (16) INSIDE CONNECTION #14X3/4"SMS 2 INTERMEDIATE K-BRACE DETAIL S_Li SCALE; N.T.S. I HEREBY QRTIFY T IAT QHQVA REVIEWED THIS PLAN qN. R t(5jl''1'b ITLTO BH Uq = COMPLIAN4 ITHASCE7A0 FBGAth. EDITION 0. V ®°oo©oae° m o NV ° ° ;®66�1 oc ST � �O o T ATFop VAO�0 .�PREIJGINEER:SEAI 1 ENGINE-_2)RAOF �R�EG�QRD� David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE: 38654 Mark R. Dunn P.E. FLORIDA LICENSE: 73968 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 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-efb@fbcplans.com Website-www.fbcplans.com C.O.A.429054 DATE: B-2-2017 DRAWN BY: TLX REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: SIGEL 11700 APALOOSA CT PORT ST LUCIE, FL 34987 CONTRACTOR: K & S INDUSTRIES, INC. 1379 SVV BILTMORE ST. PORT ST LUCIE, FL 34983 DETAILS S-4 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC