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HomeMy WebLinkAboutREVISION 6-7-18OFFICE USE ONLY: DATE FILED: 6. 7) O - REVISION FEE:. 7n ,) to PERMIT # 1 I (2 - 57 Z RECEIPT # GI Lg:? 4 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION . 2300 VIRGINIA AVENUE s FORT PIERCE, FL 34982-5652 (772) 462.1553 APPLICATION FOR BUILDING IR P LWIsISION. PROJECT INFORMATION LOCATION/SITE ADDRESS: 0?l'1 r 6VL4- '01 DETAILED DESCRIPTION OF PROJECT REVISIONS: Aoomw,) Or- IMcuyy iNb 'Perw S CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C %c %C-be)'A 13 l ST. LUCIE CO CERT. #: BUSINESS NAME: ablKka-'I JJAJ QUALIFIERS NAME: 1' 4 c-i4n ' a- Ap-)Qwvy ADDRESS: 17 Zo N v') - E-tr - &4 1 !% CITY: ' ,W A-Vvr STATE: Ft � PHONE (DAYTIME): -�5 �.� c�.si o FAX: OWNER/BUILDER INFORMATION: NAME: -)OQr- VVd.A,!_OF-AM ADDRESS: 6 27Z Ail fh T STD, c� CITY: ' lxpti e6+1 C-t- STATE: PHONE (DAYTI : R 2 -1 :7:-R -2 - C ? 1 �l FAX: ARCMTECT/ENGINEER INFORMATION: NAME: t�- 04%c'Fir -et- ADDRESS: &is �z S`r CITY: F64,r Et21 AE- STATE: _ PHONE (DAYTIME): (oi Z- oq ,-) SLCCC: 9123109 Revised 06/30/17 Pik, F P'y ZIP: :a ZIP: ?� ZIP: FAX- 'D C JUN 0 7 2018 Permitting Department St. Lucie County, FL 5"OR 7" X 6" WIDTH X 0.250" BREAK FORMED GUTTER BRACKET @ EA. BEAM W/ (4) #12 X 3/4" SMS INTO GUTTER LIP 1" x 2" x 0.045" OPEN BACKW/ (4)#14X 1-1/2" INTO GUTTER & (2)#12X 1-1/2" @ 24" O.C. BEAM 1:0 OR PURLIN 00 00 NOTE: 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 EMBED SHALL BE 2" (2) 2" x 2" x Ys" X ALUMINUM T THE HOST STRUCTURE SHALL ANGLE W/ (4) #12 x 3/4" HAVE AT LEAST A 2"1 SMS EA ANGLE INTO BEAM ON EA SIDE RECEIVING ) #14X3/4" (4) #14 x /" SMS SHALL BRING STRUCTURE UP BEAM A GUTTER BRACKET & BEAM ATTACHMENT DETAIL S' 3 N.T.S. COVE T X2"X0.062" CHANNEL W/ (4 EA SIDE TO CO 4" SMALLER- CONTRACTOR FASCIA AND ROOF TRUSS SYSTEM. CONTRACTOR SHALL VERIFY THIS AND IF 3 4 INTO GUTTER EA SIDE TO A 2"X4" FASCIA AND ENSURE LESS THAN A 2'-O" OVERHANG. OR PURLIN ROOF BRACE (2) 414X3" SMS CROSS SCREWING BRACE TO BEAM OR PAVE MEMBER »t ivt vtis�T� (2) #10X4" SMSTNT—OMEW ORPURLIN [—BOSSES FOR EDGE MEMBERS / ®® 0.0625" FLAT PLATE ®®® W/ (12)#10X3/4" SMS ®® I OR (8) #12X 3/4" SMS l l (MIN.1/2" EDGE DISTE EDGE MEMBER OR PURLIN 2" x_PURLINS (SEE A-1 FOR SIZE)ATTACHED TO BEAM w/MIN (4) #10 x 1 Y2" SMS • �Sv • 0�$ 3/16" ALUMINUM GUSSET PLATE B #12 SMS .o R i CSE� BEAM "B" "N" "S1" "S2" "ST' "S4" 2X4 12 4 3/4" 1-2" 16" 3.75" 2X5 12 4 3/4" 1- " 16" 4.75" 2X6 16 5 1" 12" 19" 5.75" 2X7 20 6 1" 1 z" 22" 6,75" 2X8 24 7 1" 18" 23" 7.75" 2X9 24 7 1" 1 s" 23" 8.75" 2X10 28 8 1" 1-14" 24" 9.75" HINGE LOCATION 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 . 2" x 2" EXTRUSION-�, III III --I-2" x 2" EXTRUSION HINGE LOCATION-JJ III DOOR HINGE LOCATION NOTES: 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #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 (4)#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 J E C�� SCALE: NTS ROOF BRACING CONNECTION DETAIL S-3 SCALE: N.T.S. THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC ©COPYRIGHT r'ONIMUED 17ASTENENS OIL ATI AG11-iiENTS ARE THE RESNONSISILP OF THE CONTRACTOR OF RECORD PURLIN- I PURLIN ATTACHED TO EAVE RAIL W/(2)#10X4" THRU EAVE RAIL INTO PURLIN SCREW BOSS 2" x 2" xO.045"EXTRUSION W/ (UNLESS OTHERWISE SHOWN ON S-2)1"12"10.045" OPEN BACK ATTACHED/#10X1-1/2" @ 24" O.C. & TO UPRIGHT W/ (2)#10X 1-1/2" SMS THRU SCREW BOSS NOTCH POST AS NEEDED WHEN 2X3 PURLIN IS USED C � SLOPED OR FLAT PURLI 3 SCALE: NT r717 -05 7 CT.L:-ir.. r-nu-NTy 0 FOR CO ED BY 3 TE ? �I L.AN S --tND PER17I7 OR NO LNSPECTION O Q�- SECONDARY 01-1 CONNECTION OF PURLIN TO O - UPRIGHT W/ 2"x0.125" STRAP W/ (6) #12X3/4" SMS (typ EA SIDE) KEPT ON h' &DE. BEAM scREws ARE ISUBJECT TO ANY CORRECTIONS 2" X 4" SMB 6 2" X5 "SMB 6 REQUIRED BY FIELD INSPECTORS THAT 2" X 7" SMH MB a MAY BE NECESSARY IN ORDER TO q COMPLY WITH APNOW 00111511 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/ (4) 1OX 2" SMS INTO SCREW BOSS 1" X 2" OPEN BACK EAVE RAILATTACHED TO UPRIGHTw/(2) #10 x 1 All SMS INTO SCREW BOSS #10 X 1 y/i' SMS 12" C/C z, #12X 3/4" SCREWS (SEE TABLE ABOVE) i i i i i --SELF-MATING BEA] {—SHALL BE NOTCHE FORUPRIGHT 0 I 0 001I oil ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson RE 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 & Engineer----+ Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph# (-813)788-5314 Fax# 1-(E366)824-7894 E-mail-erb@ fbcplans.com Website-Www, fbcplans.Com C.O.A.42 9054 DATE: 11-9-2017 DRAWN BY: TLK REVISION: DATE: RO1 DATE: 3-6-2018 RO 2 DATE: 6-4-2018 RO 3 RO 4 PROJECT ADDRESS: MICHAEL 217 E EASY ST FORT PIERCE, FL 34982 " (MIN) UPRIGHT CONTRACTOR: JENSEN BEACH ALUM. 1720 NW FEDERAL HWY STUART, FL 34994 D UPRIGHT TO BEAMCONNECTION -ALL WIND ZONES S_3 SCALE: NTS DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRI'-TE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM• .2. ALL CONCRI'-TE 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 REQUIIREMENTS 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 AMERIC'AN 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 (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 5'-0" IN HEIGHT. C. ALUNIIIVITM: 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 SX 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. 1o.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 ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE 5th 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 0.024" SHALL 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 Sth EDITION ( CHAPTER 16 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR CODES, LOCAL ORDINANCES, ETC. PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD USING #12 SPACING MAY 13E 24" ON CENTER. IONS. 3. THESE CONDITION.DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING CONTRACTOR. "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 4• ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED S SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS ON INFORMATION PROVIDED BY THE CONTRACTOR AND VISIBLE WHEN PANEL IS INSTALLED. MANUFACTURER. 7. 1 "X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE 5• ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24" LICENSED P.E. IN ACCORDANCE WITH STANDARD O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMS ENGINEERING PRACTICES. C)R TF.TC C('.RRWR TN ATSTMFNT Tk4 MRMRRRR TVUTfreT 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. IL MISCELLANEOUS: I. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. E 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. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 5th EDITION R 4501.17 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 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. 6. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2"X2"X0.055" 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, ABOVETHE DESIGNED CHAIR RAI], ON ALL SCREEN WALLS SHALT. BE CUT AS PRESCRIBED IN THE RULE AND THE CONTRACTOR SHALI, COMPLY WITH ALL THE REQUIREMENTS STATED IN RULE 61G20-1.002 AND SECTION 19 LAWS OF FLORIDA, 553.76, 553.77., ONLY APPLIES IF SHOWN ON PAGE S-2 DRAWING PAGE. DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): NOMINAL DESIGN WIND SPEED Vasd: 2. RISK CATEGORY: 3. WIND EXPOSURE: 4. WIND LOADS: SCREEN ROOF: 10 PSF SCREEN WALLS: 36 PSF SOLID ROOF (SCREEN WALL): N/A COMPONENTS AND CLADDING LOAD: N/A THIS P,IIAN ANf'_bbI )'ITab'BE IN LJ c PLANS AA'r C0gd!1ANcP,WI,T(IASCE7.1"0�'&FBCSth THESE PLA11 SANDY.I- ^�',:':l �Fti, •i�i llf\ ��j�IITIONv�omooa,mop oO/-'� Fit'n ARE SUBJECT TO A,�1c E�s (; am° REQUIRCU Y RE-LQ . `;fit ? : p® i �-txT ° @ ° NO 7 70667 o c u; f' IAY BE iVECE� Y O o0 COLTLY WITH ALLAPI srAr OF BUILDING . 1 )) �° OR C' $ i ENallVE R SEAL FOR Cow. « ENGIIVF; dO RECORD: REVIEWED BY David W. Smith P.E. DATE i`i FLORIDA LICENSE: 53608 PLANS ANC ; '-i- - I Mus -I' B� KEPT -;;, Thomas L. Hanson P.E I NO INSPEDijION Y .^>- FLORIDA LICENSE: 38654 _.�._...- - - Mark R. Dunn P.E. FLORIDA LICENSE: 73968 Joel Falardeau P.E. 124 MPH FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 5. THIS STRUCTURE COMPLIES WITH FBC E. 1103.2 AND THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRICTURE. 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 7. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 8. LIVE LOAD: 3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLTNS. 9. PROPOSED 12"X12" W/ (2) #5 REBAR W/ 25" OVERLAP ON 3" CHAIRS FOOTING FILLED W/ 3000 PSI, SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 10. SCREEN ROOF ME: HIPPED GABLE 11. SOLID ROOF TYPE: N/A ALUMINUM STRUCTURAL MEMBERS HOLLOW SECTIONS CONCRLED FASTENERS OR ATTACHMENT 2 x 2:--------------------------------------2" x 2" x 0.044" 2 x 3:---------------------------------------2" x 3" x 0.050" ARE THE RESPONSIBILITY OF THE 2 x 4:---------------------------------------2" x 4" x 0.050" 2 x 5:--------------------------------------2" x 5" x 0.050" CONTRACTOR OF RECORD 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" 2x3Snap: 2"x3"x0.050" 2x4Snap: SELF MATING fSMB 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" FBC Plans & Engineerit Services, Inc. 6272 Abi)ott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph# (813)788-5314 Fax# 1-(1366)824-7894 E-mail-erb@fbcplans.com Website=www. fbcplans.com C.O.A.-#29054 DATE: 11-9-2017 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: CONTRACTOR: iJE+NSIE+N B+EACIH A, PU . 20 N►W +D ;+.�r,%ZVZIEST N , T FL 349 NOTES S-1 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC ©COPYRIGHT S-4 /2'�-2„ 11 2X2(typ) N �� �m d m N N ^3 X g X :�-; N ry'�C N (/'1 N (n 1X2 Q A i� 1 X2 CO N N(n N(n O X I S-4 `j 2X2(typ) It L� -- � '—�' -1 2 Jl ,�-4' - 0 "-�--7' - 6„ S-4 EXISTING CONCRETE SLAB ROOF 1X3 1X3 1X3 1X3 1`7 1`0 M x X xx xx x x x X r 1X3 1X3 1X3 1X3 ' - 2 "— --5' - 3 "--- --�' -2 "-4- ' - 3 -6' - 2 0" 1 1'-2» S-4 EXISTING CONCRETE SLAB I 7» & ROOF I "1-3"--• I HEREBYaCEBTIFYTHAT I H; Vg,gtVIEWED THIS PLAN AND SOUND IT TO B� d� COMPLTANQ WIbMASOE,7,k0 & F8C 5t1i a EMTIOK]�, °°�\CENS6a 1 O �t s 0 0 0 0 e No. 70667 a G F -° STAT a a OF ° tr �,. ° p^ LOR P o �( PR PEC':ENGINEER SEAL ENGINtER 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: 7760S FBC Plans & Engineerh Services, Inc. 6272 Abl)ott Station Dr, Unit 101 Zephyrhills, FL 33542 Ph#(813)788-5314 Fax# 1-(�66)824-7894 E-mail-erb@ibcplans.com W eb s ite-www, ib cpla ns. c o m C.O.A. #29054 DATE: 11-9-2017 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 — RO 3 — RO 4 1 x3 1 x3 PROJECT ADDRESS: x X x MICHAEL x x � d X X 217 E EASY ST i� N FORT PIERCE, FL 34982 2X3 CONTRACTOR: ---6'-3"-----�'-1 JENSEN BEACH ALUM. 1720 NW FEDERAL HWY STUART, FL 34994 FLOOR PLAN S-2 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC OPTION #1 x 1 y2" SMS SCREW Bt OPTION #2 2"12" OR 2"X3"J I I 0.062" ALUMINUM INTERNAL OR MEMBER I EXTERNAL I W/ (4) #10 X 3/4" RECEIVING CHANNEL INTO O LBEAM OR UPRIGHT. (2) #14X 3/4" EA. LEG INTO GIRT OR PURLIN - (0.062" ANGLE CLIPS w/ (2) I #140/4" SMS EA LEG) —`_ UPRIGHT OR BEAM -SNAP OR SELF MATING OR HOLLOW H PURLIN OR GIRT TO BEAM OR POST DETAIL S_,4, SCALE: NTS 3/16" MIN. GUSSET PLATE W/(10)# 14X 3/4"SMS INTO (4) #10 X 3/4" SMS FASTENING SECONDARY ANGLE TO COLUMN (IYP EACH SIDE) (B) -3/8" 0 CONCRETE SCREW ANCHOR INTO SECONDARY ANGLE(TYP EACH SIDE) (SEE TABLE) -UPRIGHT SECONDARY ANGLE MIN 0.125" THICK (NOT r REQUIRED FOR 2X3 MEMBER) PRIMARY 2" X 2" X 0.125" ANGLE (Z) #10 X 3/4" SMS FASTENING ____COLUMN TO PRIMARY ANGLE G (1YP EACH SIDE) O 1" X 2" BASE MEMBER (TYP EACH SIDE) ANCHORSPA (MIN) (TYP) (SEE TABLE) (1) - 3/8" 0 CONCRETE SCREW Q ANCHOR INTO PRIMARY ANGLE AND @ 1/4" 0 CONCRETE 3" (MIN) SCREW ANCHOR @ 24" O.C. BETWEEN COLUMNS Col'umn Size 1/4"&3/8" 0 Concrete Screw Anchor B Min. Spa 2x3-1 4 2x4-1 /4 1 3 2x5 2x6 4 2x7 1 5 2x8 2 2x9 2 4 2x10 1 2 ® ® EAVE 1 ® ® — RAIL 1 ® ®® \ K- BRACE I \\ I 1 CORNER POST OUTSIDE CONNECTION ®� EAVE ® NIL !' K- BRACE 1"X3"XO.0625"MIN. �4111 ANGLE W/ (10) \ #14X3/4"SMS CORNERPOST INSIDE CONNECTION 11 CORNER K-BRACE CONNECTION S_4 SCALE: N.T.S. 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. 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTEI ON 'S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED' BY ENGINEER. 4. Z.'{3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. 5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES. 6.2X2X.045 DOORJAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 G MEMBER 2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS S_4 SCALE:NTS I 3/16"MIN. GUSSET ®® ® ® PLATE W/(16)# 14X K- BRACE ®® 1 3/4" SMS INTO — ® ®I 1 1 GIR r ® ®® 1 GIRT 1 4" (MIN) UPRIGHT K- BRACE OUTSIDE CONNECTION K-BRACE ®® GIRT K- BRACE ®® 1 4" (MIN) UPRIGHT i 1"X3"XO.0625" MIN. ANGLE W/ (16) #14X3/4" SMS INSIDE CONNECTION 2 INTERMEDIATE K-BRACE DETAIL S_Ll SCALE: N.T.S. I HEREBY CERTIFYTHAT I HAVE REVIEWED THIS PLAN AND'TOUND PC TO BEIN COM.PLIgNCk WITi 15CE7.10, & FBC Sth EDi�TION.��5 A) -i ;� ` • o°° mem o �C E/V oo No. 70667 C u o ;® STATE OF m ®. A. •A'�. a� ENGINUR OV4RECORD: 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-(1366)824-7894 E-mail-er-b@fbcplans.com Webs ite-www.fbcplans.co m C.O.A.429054 DATE: 11-9.2017 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: MICHAEL 217 E EASY ST FORT PIERCE, FL 34982 ONTRACTOR: JENSEN BEACH ALUM. 1720 NW FEDERAL HWY STUART, FL 34994 DETAILS S-4 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC