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HomeMy WebLinkAboutPLAN's 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 (5/4" 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. WAITiR 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" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: 1. CONCRETE MASONRY UNITS (CNIU) 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 5'-0" IN HEIGHT. C. ALUMINUl`i'I: 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 1-13 - 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 # 10 SMS 6" FROM THE ENDS AND 12" 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 PANEL IS INSTALLED. 7. 1 "XTWO.045" NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4"0 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 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED FLAT WASHERS AND NUTS. HOME. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE SCANNED TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE EDITION R 4501.17 IN ITS ENTIRETY. , f ��fCIP HOT DIPPED GALVANIZED. 3. DOOR LOCATIONS MAYBE DETERMINED IN THE FIELD BY �°f�I61 t 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 ALUMIINUM 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 18X14X0.013 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: 2x2 (typ) DIAGONAL BRACING SHALL BE' 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 2"X2"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 7. RECEIVED JUN 0 6 2018 ST. Lucie County,, P^r'mftting REQUIREMENTS AlD ALLOWABLE LOADS AND SHALL ONLY CONCEALED FASTENERS OR ATTACHMENTS BE APPLIED INCONDITIONS ACCEPTABLE TO ARE THE RESPONSIBILITY OF THE MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED FILE CCDPY CONTRACTOR OR RECORD 8. ALL FASTENERS CONNECTING ALUMINUM COMPOI%mNTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA: FOR USE WITH ACQ PRESSURE TREATED WOOD, OR 1. ULTIMATE DESIGN WIND SPEED Vint, (3 SECOND GUST): 150 MPH OTHERWISE NOTED ON PLANS. NOMINAL DESIGN WIND SPEED Vasd: 116 MPH 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 2, RISK CATEGORY: 1 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 3. WIND EXPOSURE: B CLASS G-185. 4 WIND LOADS: 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SCREEN ROOF: 9 PSF MINIMUM SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" SCREEN WALLS: 31 PSF UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 CURRENT ASCE 7 CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-13 ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA B UILDING 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: 1. 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. H. MISCELLANEOUS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME, IF TIM EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO SOLID ROOk (MWFRS): N/A COMPONENTS AND CLADDING LOAD: N/A 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18XI4X0.013 SCREEN MESH: N/A 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. 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. 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 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" 3 x 3:---------------------------------------3" x 3" x 0.125„ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. OPEN BACK SECTIONS 1 x 2: ---------------------------------------- 1" x 2" x 0.040" qq /� r 1 x 3:----------------------------------------1" x 3' x 0.045" d © `e 1 �Z % P. ha) SNAP SECTIONS .5 1 2 x 2 SMS: ---------------------------------- 2" x 2".x 0.045" ST. LUCIE COUNTY BUILDING DIVISION 2 x 3 SMS:---------------------------------2" x 3" x 0.072" REVIEWED FOR COMPLIANCE-­- 2 x 4 SMS:--------------------------------- 2" x 4" x 0.045" REVIEWS 3 x 3 SMS:--------------------------------- 3" x 3" x 0,090" DATE M_- 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„ PLANS AND PERMIT MUST BE/,KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE z %-%%o F F ®O �v°°o°oo fV0. � e � ® �3 STA7 o T 0, s a1 a ENGINEER OF RECORD: 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-er'b@fbcplans.com Website-Wwtw,fbcplans. corn C.O.A.429054 DATE: 5/30/2018 DRAWN BY: TLK REVISION; DATE: RO 1 RO 2 RO 3 RO 4 Job# 1.8_0518_40 PROJECT ADDRESS: 11675 TWIN CREEK DR FT PIERCE, FL 34945 CONTRACTOR: K & S INDUSTRIES, INC. '1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 NOTES S-1 B� 0667 ; c ° e o ° .OF erg ID P G\��r,�®®® L EN %%®. oaaQ�® THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, 1 X2 X2DJ � F \ I 2X2DJ \\ I' \ N \ I \ 2X4SMB \ I a I �Ix N x I N 2X4SMB --� N � 1 X2 E S-3 24" 5" I S.G. C s-3 2X2(typ) 2X2(typ) 2X2(typ) N(n Dx\2X2(tyyIp) M M Cn Cn � co x N co x N co x N co x N co x N S-3 2X2(typ) 2X2(typ) S-3 2X2 41'—n" J2 al 'r— — — — — ——r-------I--------I--------ram s-4 0 I I I I I I I 11 X2 I I \ m M M m m O x x x x X x x 1� 2X2(t ) N N 2X2(typ) N N 2X2(tYp) N N O I r' I 1 X 2 (typ) s-4 S-4 Jl S-4 \-\CE�� °O®® °°° ° o No. 70 tC` � °7 0 o 367 C LO o �3 o° STATE, F o= 1 X2 N ®®�0s °o� OR I °°°°°° o PR 2X2D NAL'E INEERSEAL ENGINEER OF RECORD: / Ci David W. Smith P.E. / / 2X2DJ —y. FLORIDA LICENSE: 53608 / Thomas L. Hanson P.E / N FLORIDA LICENSE: 38654 / I Mark R. Dunn P.E. / 2X4SMB — FLORIDA LICENSE: 73968 Joel Falardeau P.E. LORIDA LICENSE: 70667 Erik Stuart P.E. I x x X I FLORIDA LICENSE: 77605 N I N FBC Plans & Engineering 2X4SMB Services, Inc. _ 6272 Abbott Station Dr, Unit 101 \ Zephyrhills, FL 33542 \ Ph#(813)788-5314 - Fax# 1-(B66)824-7894 \ N I E-mail-erb@fbcplans.com \ Website-www,fbcplans,com IX21DATE: (\ C.O.A.429054 1 5/30/2018 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 Job# 1$ 0518_40 PROJECT ADDRESS: ORTIZ 11675 TWIN CREEK DR FT PIERCE, FL 34945 CONTRACTOR: K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 PLOOR PLAN S-2 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, 3/16" ALUMINUM GUSSET 2" x_PURLINS (SEE A-1 PLATE FOR SIZE)ATTACHED TO B #12 SMS BEAM w/MIN (4) #10 x SMS C� • + • • \ N � ® ° \ ,Arn o 'L 2 BEAM "B" "N" "S1" "S2" "ST' "S4" 2X4 12 4 3/4" 1 " 16" 3.75" 2X5 12 4 3/4" 1 " 16" 1 4.75" 2X6 16 5 1" 1 " 19" 5.75" 2X7 1 20 6 1" 1 " 22" 6.75" 2X8 24 7 1" 1 " 23" 7.75" 2X9 24 7 1" 1-j" 23" 8.75" 2X10 28 8 1" 1-j" 24" 9.7S" BI 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. 5. 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 (2) #10X3" SMS CROSS SCREWING BRACE TO BEAM OR EAVE MEMBER (.125" BACKING PLATE USED) ROOF BRACE (1) 3/8"0 THRU I I / Ap BOLT W/ NYLON LOCKING I 2"x"2"x.125" FLAT NUT OR THREAD LOCKING / BAR (typ) MATERIAL APPLIED I I E ROOF BRACING CONNECTION DETAIL S_ J SCALE: N.T.S. OPTIONAL Z BRACKET 0.250" NOTE: 2X4 SMB BEAM ONLY REQUIRES 4" WIDTH GUTTER BRACKET W/ (2) 3/8" LAGS 5" OR 7"X 6" WIDTH X 0.250" EXTRUDED GUTTER BRACKET @ (4) 3/8" LAG SCREWS @ 1-1/2" EA, BEAM W/ (4) #12 X 3/4" SPACING @ EA. GUTTER BRACKET SMS INTO GUTTER LIP & @ 12" O.C. MAX- MIN EMBEDMENT 1" x 2" x 0.045" OPEN SHALL BE 2" BACK W/ (4)#14X 1-1/2" INTO GUTTER & (1)#14X- 1-1/2" @ 24" O.C. O BEAM O 00 O O 2" x 2' x X ALUMINUM �e I THE HOST STRUCTURE SHALL ANGLEW/ (4) #14 x3/4"— HAVE AT LEAST A 2 "X4" SMS INTO BEAM ON EA SIDE FASCIA AND ROOF TRUSS EA. LEG SYSTEM. CONTRACTOR SHALL VERIFY THIS AND IF 2"X2"X0.062" RECEIVING (4) #12 x 3/4" SMS SMALLER- CONTRACTOR .CHANNEL W/ (2) #10X 3/4" INTO GUTTER EA SIDE SHALL BRING STRUCTURE UP EA SIDE TO COVER EXPOSED TO A 2"14" FASCIA AND BEAM ENSURE LESS THAN A 2'.0" OVERHANG: A GUTTER BRACKET & BEAM ATTACHMENT DETAIL S' 3 N.T.S. HINGE LOCATION 2" x 2" EXTRUSION—H-- I I I III -�-2" x 2" EXTRUSION HINGE LOCATION-41 III DOOR HINGE LOCA 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, F TYPICAL SCREEN DOOR CONNECTION DETAIL S' 3 SCALE: NTS PURLI UPRIGHT WEB LAPPED OVER PURLIN W/ (2) #12X3/4" SMS EACH SIDE THRU UPRIGHT & PURLIN 2"X2"MEMBER ATTACHED TO UPRIGHT W/ (3) #10X1-1/2" SMS INTO SCREW BOSS 1"X2"10.045" OPEN BACK ATTACHED TO PURLIN W/ (2)_ #10X1-1/2" SMS INTO SCREW BOSS 172"10.045" OPEN BACK ATTACHED TO 2"12"x0.045" EAVE RAIL MEMBER- #10X1.1/2" SMS @ 24" O.0 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 NOTCH POST AS NEEDED C SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL S'3 SCALE; NTS FOR SLOPED BEAMS, MAINTAIN ALL SCREW SPACING FROM EDGE OF BEAM 2" x 2" EAVE RAIL SECTION (UNLESS OTHERWISE SHOWN ON - ATTACHED TO BEAM w/ (3) 10X 2" SMS INTO SCREW BOSS 1" X 2" OPEN BACK EAVE RAIL ATTACHED TO UPRIGHT w/(2 #10 x 1 jh" SMS INTO SCREW BOSS #10 X 13/" SMS 24" C/C #14X 3/4"' SCREWS (SEE TABLE ABOVE) i i i i SELF -MATING BEAM rSHALL BE NOTCHEC > Vbl FOR UPRIGHT 'v Iv i7-r i OOiI Oil I. . / " NOTCH OF INSIDE BEAM 0 SLIDE OVER UPRIGHT r°ALq,� °®\,1C ENS F ® �0 No. 70667 .�. ° ® o � �3 STATE OF ®O;C, °; OR ID? o ®®® 70IVA L E� nn ��®°�®aoaae®aQ P 14AVENGINEER SEAL ENGINEER OF RECORD: 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. ''LORIDA 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-($66)824-7894 E-mail-erL@tbcplans,COm W eb s ite-vVv,rw. Po cpI an s, co m C.O.A.-#29054 DATE: 5/30/2018 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 Job# 18_0518_40 PROJECT ADDRESS: ORTIZ 11675 TWIN CREEK DR FT PIERCE, FL 34945 CONTRACTOR: (MIN) UPRIGHT K &.S INDUSTRIES, INC. 1379 SW BILTMORE ST. PORT ST LUCIE, FL 34983 D UPRIGHT TO BEAMCONNECTION - ALL WIND ZONES S'3 SCALE: NTS DETAILS S-3 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC 99Q®eB UPRIGHT�° SECONDARY ANGLE MIN �� o �-( C EN % 6 OPTION #1- A-36 STEEL CLIP MAY BY PLACED ON (4) #10 X 3/4" SMS FASTENING SECONDARY 0.125" THICK (NOT REQUIRED FOR 2X3 ® o a •; 7 • �D• 706 DOUBLE COMPRESSION S.P OR SIDE OF DECK W/ ANGLE TO COLUMN (TY MEMBER) e _ o ° I �' SLEEVES 3/8"X 3" SLEEVE PokIOR EACH SIDE) PRIMARY 2" X 2" o S% • `f O TE 4" NOMINAL SLAB MINIMUM (B) - CONCRETE SCREW X 0.125" ANGLE I #10 X 3/4" SMS FASTENING �) o T O ,• �� ° O F • ° P I� ANCHOR INTO SECONDARY I ANGLE(TYPEACHSIDE)(SEEO COLUMN TO PRIMARYANGLE (TYP EACH SIDE)® ® 1D dp TABLE) p 1"X 2" BASE MEMBER®®®®�9qL EN®3 YP EACH SIDE)//����))/ 8" 0 x 3" MASONRY (MIN 3-3/4" OPWELDED 00 PSI CONCRETE W/ ANCHORSPA(I (MIN) (TYP) (SEE TABU) (1) - CONCRETE SCREW (SEE PR �fUFtL NGINEER SEALANCHOR EMBEDMENT) (4" SLAB ON WIRE OR FIBERMESH d TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD: ANGLE AND @ 1/4" 0 CONCRETE 0.125" STAINLESS 3" (MIN) SCREW ANCHOR@ 24" O.C. BETWEEN COLUMNS David W. Smith P.E. FLORIDA LICENSE• 53608 a STEEL CABLE 2500 PSI CONCRETE W/ M TOP OF WELDED WIRE OR CONCRETE FIBERMESH • C 4" NOMINAL SLAB d MINIMUM a O Q d 1-1/2" X 5-1/2" ALUMINUM OPTION #2 STRAP W/ (2) 3/8 "0 X 3" (USE WITH FOOTING) MASONRYANCHOR (MIN 3 3/4" PuBEDMENT1 Column Size 1/4"& 3/8" 0 Concrete Screw Anchor B Min. Spa 2x3-1 4' 2x4-1/4 2x5-1/4' 2x6-3 8' 4 2x7-3 ' 8-3 8 2 2x9-3/8 4 2x 0-3 8' 2 4. (TYP EACH SIDE) NOTES : Thomas L. Hanson P.E 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. FLORIDA LICENSE: 38654 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING Mark R. Dunn P.E. SHALL BE 2-3/4" ATAT 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. Joel Falardeau P.E. 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LIS D FLORIDA LICENSE: 70667 ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED BY ENGINEER. Erik Stuart P.E. 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE: 77605 CONNECTIONS AS 2X4 SHOWN IN TABLE. 11 CABLE TO FOUNDATION FBC Plans & Engineering CONNECTION DETAIL Services, Inc. SCALE: NTS $ "4 2" x 3" OR LARGER UPRIGHT TO CONCRETE W 0 PAVER DETAILS 6272 Abbott Station Dr. Unit 101 $-Q SCALE: NTS Zephyrhills, FL 33542 Ph# (813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com NOTE: WHEN USING OPTION #2 Website-www.fbcplans.com CONNECTION CABLE MUST BE C.O.A.429054 WITHIN 6" OF CORNER OR ® o o PRIMARY MEMBER. 1/A ALUMINUM 1" X 2" X 1/8" ANGLE PLATE @ 45° GLE W/ 1" DATE: 5/30/2018 (4) #12 X 3 SMS o R AK @ 90° W/ ® O (TYPTOP AND E) /1 "EYEBOL DRAWN BY:TLK OPTION #1 I ® ® \ A H EEA Dr. REVISION: DATE: (4)#10 x 1 SMS INTO I OPTION #2 1/8" DItI. STAINLESS L(9) #14 X 3/4 SM STEEL CABLE @1" O.C. RO 1 RO 2 RE SCREW BOSSES-7 I I 3/8" WELDED STAINLESS RO 3 STEEL EYE BOLT (8) is TION #3 RO4 I Side View J ob# 18_0518_40 2"X2" OR 2"X3" 0.062" ALUMINUM INTERNAL OR 1" 0 (MIN) WASHER MEMBER EXTERNAL RECEIVING CHANNEL LBEAM BENEATH NUT W/ (4) #10 X 3/4" INTO INTO PROJECT ADDRESS: OR UPRIGHT. (2) #14X 3/4" _ ® ORTIZ EA. LEG INTO GIRT OR PURLIN - e v (0.062"ANGLE CLIPSw/ (2) m 11675 TWIN CREEK DR #14x3/4" SMS EA LEG) _ _e _ _ _ FT PIERCE, FL 34945 UPRIGHT ORBEAM -SNAP Top View 3/8" 0 ADJUSTABLE EYE BOLT FOR CABLE OR SELF MATING OR TENSION o HOLLOW H OPTION #2 0 1/8"0STAINLESS CONTRACTOR: PURLIN OR GIRT TO BEAM OR POST DETAIL STEEL CABLE S-4 SCALE: NTS K & S INDUSTRIES, INC. 1379 SW BILTMORE ST. PERIMETER FRAMING—/ 2"X2"X 1/8" EXTRUDED ANGLE PORT ST LUCIE FL 34983 ON 45° ANGLE Side View OPTION #1 DETAILS T 12 CABLE CONNECTION AT CORNER - S'-LI, SCALE; NTS S-4 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC ©COPYRIGHT