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HomeMy WebLinkAboutALUMINUM STRUCTURE PLANSfC/0 General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WERE 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, 93 BARS MAY BE GRADE 40 6. ALLOVER POUR CONCRETE FELLED 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 WERE 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 2. HEX BOLTS HAS T ASTM A 325, PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED FLAT WASHERS A UTS. HOME. ,- - 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 61h 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE EDITION R 4501.17IN ITS ENTIRETY. HOT DIPPED GALVANIZED. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR. BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST. GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF 5. SCREENING MATERIAL SHALL BE 18XI4X0.013 OR THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED INSERTED IN PILOT HOLES BY TURNING AND UNDER NO ON DRAWING S-2. CIRCUMSTANCES BY DRIVING WITH A HAMMER. 6. PLEASE NOTE: 2e2 (typ) DIAGONAL BRACING SHALL BE 7- ALL EXPANSION ANCHORS. SHALL BE -DESIGNED IN- 2"X21'XO.055"MATERIALAWLESS OTHERWISE NOTED ON -S-2. - 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. S. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR DESIGN DATA: PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES I. ULTIMATE DESIGN WIND SPEED Vu1t, (3 SECOND GUST): FOR USE WITH ACQ PRESSURE TREATED WOOD, OR NOMINAL DESIGN WIND SPEED Vaud; OTHERWISE NOTED ON PLANS. 2 RISK CATEGORY: 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 3. WIND EXPOSURE: 10.. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 4• WIND LOADS: CLASS G-185. SCREEN ROOF; 12 PST 11. FOR SMS, THE MINIMIIM CENTER -TO -CENTER SPACING SCREEN WALLS: 43 PSF 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVR CRACKING, SPALLENG OR OTHER DETERIORATION. B. MASONRY: 1. 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 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-0" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO'PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN' OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. THE FLORIDA BUILDING CODE 6th EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN 410 SMS 6' FROM THE ENDS AND IT' ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEIAS INSTALLED. 7. I"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4"O X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & # 10X 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. D. FASTENERS: 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-9. WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. SHALL BE 3/4" AND MINIMUM CENTER-TO.EDGE SHALL BE 1/2" SOLID ROOF (SCREEN WALL): N/A UNLESS NOTED OTHER WISE. COMPONENTS AND CLADDING LOAD: NIA E. REFERENCE STANDARDS: ASTME 119. ASTME 1300 CURRENT ASCE7 CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C269 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16,20 & 23). F.ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP -TYPICAL 2. SIM - SIMILAR 3. UON - UNLESS OTHERWISE NOTED 4. CONT.. CONTINUOUS 5. VIF- VERIFY IN FIELD G. RESPONSIBILITY: I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. IE 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 OP THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO p '•`�oCElgs` �Ir �! O66] MAY 142019*: ^-O i Permitting Department 0 St. Lucie County T OR 11) STATE OF S� L LNG `tom EN GIN I;ER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 150,3MI Thomas L. Hanson P.1 FLORIDA LICENSE: 38654 Mark R. Dunn P.E. FLORIDA LICENSE:11168 Joel Falardeau P.E. FLORIDA LICENSE: 70667 5. THIS STRUCTURE COMPLIES WITH FBCE 1103.2 AND THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE. 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: 6.88 7. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 S. LIVE LOAD: 3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 8. PROPOSED 8"X8" W/ (1) # 5 REBAR W/ 25" OVERLAP ON 3" CHAIRS W/ 4" MONOLITHIC SLAB W/ FIBER -MESH FILLED W/ 3000 PSI SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 9. SCREEN ROOF TYPE: HIPPED. GABLE 10. SOLID ROOF TYPE: N/A ALUMINUM STRUCTURAL MEMBERS HOLLOW SECTIONS 2 X 2---------------------------------------- 2" x 2" x 0.04V 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„ 3 x 3: -------•-- --3„ x 3" x 0.125„ 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 SMS: ---------------------------------- 2" x 2" x 0.045" 2 x 3 SMS:--------------------------------- 2" x 3" x 0.072„ 2 x 4 SMS:-- 2„ x V x 0.045" 3 x 3 SMS:--------------------------------- 3" x 3" x 0.090" 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" TUBE SECTIONS 2 x 2:--------------------------------------- 2" x 2" x 0.090„ 19n9(-og3$ REVIEWED FOR CODE COMPLIANCE ST. LUCIE COON SCANNEDILE. COPY q iSt- Lucie • rt 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-erb@fbcplans.com W ebsite- W w W. Ruplans.com C.O.A. #29054 DATE: 4/6/2019 DRAWN BY: TLK REVISION; I DATE: R01 RO 2 RO 3 RO 4 Job# 19 0326 134 PROJECT ADDRESS: MUSSER 9020 CARLTON RD 'ORT ST. LUCIE, FL 34987 "IONTRACTOR: K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 NOTES S-1 PERMISSION OF TRAC DESIGN. LLC II �j 1x2 _N 2x2 O i1 d 4-j I ^ N X N X O 1x2 S-3 � I LM (n Cn X d J� S-3x 2x2 t � I S-3 I I �t S-3 S-4 ------ ------ -_--72X-2---- i u 1x2 O \ I r \ I \ I \ 1 / 1 2x2ZDI F S-4 C I N, 2x2 DJ X 2x4 SMB C N .. 1x2 N PROPOSED 8"X8" W/ (1) #5 REBAR LINEAL FOOTING W/ 4" DNOLITHIC SLAB A. A o; p'III ` O00 � 9 No. 70667 •' ATE OF 00 O /N PROFE SIO L GINEER SEAL ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 O Thomas L. Hanson P.F FLORIDA LICENSE: 38654 Mark R. Dunn P.E. /N FLORIDA LICENSE: 73968 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineerh Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph#(813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fbcplans.com C.OA.429054 DATE: 4/6/2019 DRAWN BY: TLK f REVISION: I DATE: RO 1 RO 2 RO 3 RO 4 CT ADDRESS: CARLTON RD ST. LUCIE, FL 34987 ]ONTRACTOR: K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 FLOOR PLAN S-2 THIS DOCUMENT SHFLL NOT BE REPRODUCED N WHOLE 3/16" ALUMINUM GUSSET OPTIONAL 2" x_PURLINS (SE D PLATE FOR SIZE)ATTACHED TO TO B #12 SMS BEAM W/MIN (4) #10 x I X" SMS C� • • • , > FBRAKET 0.250" NA • `td9 • ` aF 5"OR 7"X 6"YOUTH X 0.250" S1 • • 9� EXTRUDED GUTTER BRACKET@ • •� �EA.BEAMW/(4)#12X3/4 y \ SMS INTO GUTTER LIP ,`^. �• 1°x2"x0.045"OPEN • tiC0• BACK W/ (4)#14X 1-1/2". • - ,� INTO GUTTER&(1)#14X 1-1/2" @ 24- O.C. NOTE: 2X4 SMB BEAM ONLY REQUIRES 4" WIDTH GUTTER BRACKET W/ (2) 3/8" LAGS (4) 3/8" LAG SCREWS @ 1-1/2- SPACING @ EA GUTTER BRACKET 1, & @ 12" O.C. MAX- MIN EMBEDMENT UPRIGHT WEB LAPPED OVER PURLIN W/ (2) #12X3/4" SMS EACH SIDE THRU UPRIGHT & PURLIN - 2"X2"MEMBER ATTACHED TO -- - UPRIGHT W/ (3) #IOXI-1/2" SMS INTO SCREW BOSS h�g NOTES: O 1"X2'X0.045" OPEN BACK No POSE 1."N" NUMBER OF SCREWS IN ANY BEAM O ATTACHED TO PURLIN W/(2) ASNEEDED BEAM "B" "N" 'Sl" "S2" " S3" "S4" DIRECTION. #SOXI-1/2"SMS INTO SCREW 2 TOTAL NUMBER OF SCREWSPER JOINT 00 BOSS 2X4 ' 12 4 3/4" 1 " 16" 3.7$" EQUALS 4 TIMES "B". O 1"X2'XO.045" OPEN BACK 2X$ 12 4 3/4" 1 16" 4.75" 3. PLATE WIDTH SHALL BE DETERMINED O ATTACHED TO=X0.045" —UPRIGHT FROM ANGLE OF BEAM AND MIN. SPACE 2"x2"x%"XALUMINUM THE HOST STRUCTURE SHALL RAVE RAIL MEMBER 2X6 16 5 1" 1 " 19" 5.75" REQUIRED. ANGLE w/ (4) #14 x3/4" HAVEATLEASTA2"X4" #IOXI-1/2"SMS 2X7 20 6 1° 1-}" 22" 6.7$" 4. GUSSET PLATES MAY BE INTERNAL OR SMS INTO BEAM ON EA SIDE SUPER GUTTER FASCIA AND ROOF TRUSS @24"O.0 EXTERNAL. EA. LEG (5" OR 7") SYSTEM. CONTRACTOR SHALL 2X8 24 7 1" 1 " 23" 7.75" 5. INTERNAL SCREWS FOR PURLIN VERIFY THIS AND IF 2X9 24 7 1° 1 23" 8.7$" CONNECTION MAY BE INCLUDED IN 2"X2"XO.062" RECEMNG 4 #12 z 3/4" SMS O SMALLER- CONTRACTOR TOTAL NUMBER OF SCREWS. CHANNEL W/(2)#1OX 3/4" EA SIDE TO COVER EXPOSED INTO GUTTER EA SIDE SHALL BRING STRUCTURE UP C 2X10 28 8 1" 1 24" 9.75" fi. GABLE SPLICE WILL HAVE THE SAME TO AND SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL PATTERN. BEAM ENSURE LESS THAN A2'-0" S-3 s�`� OVERHANG. [� B BEAM SPLICE GUSSET DETAIL TYPICAL $-3 SCALE: NTS Ap GUTTER BRACKET & BEAM ATTACHMENT DETAIL S'J N.T.S. BEAM EAVE (1) 3/8.OTHRU BOLT W/ NYLON LOCKING NUT ORTHREAD LOCKING MATERIAL APPLIED (2) #IOX3" SMS CROSS SCREWING BRACE TO BEAM OR EAVE MEMBER (.125" BACKING PLATE USED) ROOF 2"z°2"x125" FLAT BEAM SCREWS 2"X4"SMB 6 2"XS"SMB 6 2"X6"SMB 8 2"X7"SMB 8 2"X8"SMB 30 2"X9'SMB 10 2"X10"SMB 12 HINGE LOCATION FOR SLOPED BEAMS, i 2" x 2" EXTRUSION MAINTAIN ALL SCREW SPACING i 2"x2"EXTRUSION FROM EDGE OF BEAM 15ELF-MATING BEE i SHALL BE NOTCH HINGE LOCATION DOOR 2" x 2" EAVE RAIL SECTION FOR UPRIGHT (UNLESS OTHERWISE SHOWN ON S-2)�_ -ATTACHED TO BEAM w/ (3)SOX 2' SMS INTO SCREW it 5. BOSS 001 1" X 2" OPEN BACK EAVE 11 -+ i RAIL ATTACHED TO 0;1 TIPRIf.NTw/0 I. HINGE 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. ROOF BRACING CONNECTION DETAIL S-3 scALe:N.Ts. _ ATYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: NTS #10 z 1A'SMS INTO SCREW BOSS 2" NOTCH OF INSIDE BEAM #10 X 1 %' SMS 24" C/C TO SLIDE OVER UPRIGHT #14X3/4-SCREWS (SEE TABLE ABOVE) �T " (MIN) UPRIGHT D UPRIGHT TO BEAMCONNECTION-ALL WIND ZONES S 3 SALE: NTS ��rl►u n r��� tv;•��GENSF•.���.0 O. No.70667 o ? STATE OF ENGINEER OF RECORD: 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 & Engineerh Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph# (813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@Ibcplans.com Website-www.tbcplans.com C.O.A. #29054 DATE: 4/6/2019 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 ADDRESS: CARLTON RD ST. LUCIE, FL 34987 K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 DETAILS S-3 TALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRRTEN PERMISSION OF TRAC DESIGN, LLD ©COPYRIGHT nu 1" PER FT. MAX FOR 2'-0" MIN BEFORE STEEPER SLOPE GRADE TYPE 1 Z FLAT SLOPE NO FTG <2:12 z ; OPTION #1 a• ` GRADE •i m (1)#5 CONT CHAIRS OPTION #1 (4)#30 SC EW BOSSES-7II g OPTION #2 2"X2"OR 2"X3"� 0.062"ALUMINUM INTERNAL OR MEMBER EXTERNAL RECEIVING CHANNEL W/()H10X / INTO INTO BEAM ORUPRIGHT. (2) #14X 3/4" EA LEG INTO GIRT OR PURLIN - (0.062°ANGLE CLIPS w/(2) #14x3/4" SMS EA LEG) UPRIGHT OR BEAM -SNAP R SELF MATING OR HOLLOW PURLIN OR GIRT TO BEAM OR POST DETAIL S 4 SCALE:NTS DOUBLE COMPF a 4° NOMINAL MINI 3/8" O x 3" M, ANCHOR(M11 25, EMBEI 81xB" TYPE It MONOLITHIC SLAB LINEAL RIBBON MODERATE SLOPE FTG FOOTING SLOPE: 2":12"-3":12" OPTION #2 OPTION #3 NOTES FOR ALL FOUNDATION TYPES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE SOIL VERIFIED BYA LICENSED CONTRACTOR PRIOR TO ANY POURING OF CONCRETE. 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND COMPACTED PRIOR TO POURING OF ANY CONCRETE. �3. CONCRETE MEET THE SPECIFICATIONS 1N THE S-1 NOTES PAGE. Ln - CONTINUOUS LINEAL FOOTING/ OR FOOTING W/ SLAB S-4 4" OPTION #1- A-36 STEEL CLIP MAY BY PLACED ON TOP OR SIDE OF DECK W/ (2) 3/8°X 3" SLEEVE TOPOF C� 1 2500 PSI CONCRETE W/ OPTION M WELDED WIRE OR (4"SLAB ONLY) FIBERMESH .CABLE 2500 PSI CONCRETE W/ TOP OF r_.WELDED WIRE OR ___--__-- j, d a . o o d ' d 1-1/2" X 5-1/2" ALUMINUM OPTION 92 STRAP W/ (2) 3/8 "0 X 3° (USE WITH FOOTING) MASONRYANCHOR (MIN 3-3/4° BEDMENT) J1 CABLE TO FOUNDATION CONNECTION DETAIL S-4 SCALE:NTS UPRIGHT ��\ F R L A R � \ V .••.••••••�.Q 4i�•'\C ENSF •:t�`��� SECONDARY ANGLE MIN (4)#10 X3/4"SMS 0.125"THICK (NOT REQUIRED FOR 2X3 O� S9 �j FASTENING SECONDARY MEMBER) = • :G • No.70667 ANGLE TO COLUMN EACH SIDE) • o PRIMARY 2"X2" X 0.125"ANGLE %'o '. STATE OF it (B)- CONCRETE SCREW ANCHOR INTO SECONDARY I I (2)#SOX3/4"SMS FASTENING �� F :•�� �.P �OR;IOP� \ ANGLE(TYP EACH SIDE) (SEE I O COLUMN TO PRIMARY ANGLE .•• F •'• TABLE) O (TYP EACH SIDE) " ' O 1"X2"BASE MEMBER //� �� A _ - (TYP EACH SIDE) -- - f I + 1 ANCHOR SPA (MIN)(TYP)(SEE TABU) 'd (1)- CONCRETE SCREW (SEE TABLE) ANCHOR INTO PRIMARY PROF SIONALE Gil -ER SEAL 1/4"& 3/8" 0 Concrete Screw Anchor B Min. Spa k 1 3 1 1 4" 2 4' 2x10.3 8 2 • ANGLE AND @ 1/4" O CONCRETE ENGINEER OF RECORD: 3" (MIN) SCREWANCHOR@ David W. Smith P.E. 24" O.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608 ('TYP EACH SIDE) NOTES: Thomas L. Hanson P 1. NUMBER OF ANCHORS"B°IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE IX2. FLORIDA LICENSE: 38654 2. MINIMUM EMBEDMENT OFANCHORS INTO CONCRETE FOOTING Mark R. Dunn P.E. SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE: 73968 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. 1 1 Joel Falardeau P.E. 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED FLORIDA LICENSE: 70667 FASTENERS,OTHER BRAND& TYPE SHALL BE APPROVED Erik Stuart P.E. BY ENGINEE 4.ZX3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE: 77605 CONNECTIONS AS 2X4 SHOWN IN TABLE. G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W 0 PAVER DETAILS S 4 SCALE:NTS NOTE: WHEN USING OPTION #2 CONNECTION CABLE MUST BE WITHIN 6" OF CORNER OR PRIMARY MEMBER. 1" X 2"X 1/8" ANGLE (4) #12 X 3/4" SMS • • ('TYP TOP AND SIDE) IA. STAINLESS CABLE (8) #14 X Side View 1" O (MIN) WASHER BENEATH NUT/ = Top View • II OPTION #2 S. 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@fbcplans.com Website-www.fbcplans.com C.OA. #29054 1/8-ALUMINUM PLATE @ 45" n•r ANGLE W/ 1" 31' BREAK@90"W/ 5/16"EYEBOLT W/LOCKNUT& WASHER EA SIDE KC9)4X3/4 SMS', @1" O.C. 3-7 OPTION #3 DATE: 4/6/2019 DRAWN BY: TLK REVISION: DATE: RO1 RO 2 Ro 4 Job# 19_0326_134 PROJECT ADDRESS: MUSSER 9020 CARLTON RD PORT ST. LUCIE, FL 34987 LE EYE TENSION /8"0 STAINLESS LIUIN I IUIL. 11JIC: TEELCABLE K & S INDUSTRIES, INC. 11379 SW BILTMORE ST. EXTRUDED ANGLE I PORT ST LUCIE, FL 34983 Side View OPTION #1 I2 CABLE CONNECTION AT CORNER $ 4 SCALE:NTS DETAILS S4 THIS DOCUMENT SHALL NOT BE OF TRAC DESIGN. LLC