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1215 Selva Marina Cir ACC19-0054 Porch Cover, Kitchen/Pavers* * * PROPOSED DAPROVEMENTS TO BE INSTALLED OVER EXISTING HARDSCAPE. IMPERVIOUS RATIO TO REMAIN UNCHANGED �STRUCTURE PAVERDECK AREA 1,653 SQ. FM PERIMETER 317 FT. SETBACKS ARE MEASURED TO WALLS STRUCTURE ATTACHED ELITE ROOF AREA 373 SQ. FT. -PERBERTM 80 FT. STRUCTURE l 0u1u)oRKrrCHEN_ TYPE NEW CONSTRUCTION MATERIAL CONCRETE AREA 40 SQ. Yr. MAP SHOW NG BOUNDARY SURVEY OF SOT A'* MO W %OUT" "ALF OF LOT 21. ft1. WtVA M UNIT NO, 1. Ar.'r_�C TO W PLAT THEREOF. AS' Wa D IN PLAT GOOO( 13, PAa 4, Of 1111E "*RENT PU91uC RECOPOS OF DUVAI- COUNTY, FLORIDA. CERVU TQ 3,4MAL PALMS R'SAUKkP� AND KULI D� $AV?tXP5 !;U%TPUST DA14K PICHARD 1WLE AND ESC "L, 04CORPORATED CK,01 REPUBLIC 4AT)OP4AL IfLE 049AANCE e'OMPANY *(Y. Z'i %4 I jw t N 83*42 147.206- F`7' .Z Ac' �60&'Xz 29� AAjj 11 Ac Ray Thompson SURVEYING, Inc. 11F 14111113,W -R is via ' Inja j I T,'fj �&; jil J� I Jima ii4 bo Pro Attach st Elite Roof S 83*42'W W 14&16' (MEASUIRED) Lot BLOM I -29' air 9 Proposed Paver Deck Replacement ~30' 71 r _101 LW t;;. 0c; L-1 C-1 0U6"1119,*050,SW 003'2X0046" W)10.65' IRW 2N (W6EAUED)0.3' (0 7Nik * (IAEASURM) .'. *am c" Of- na"w4k fl*w *%W*w ow, "W'A *:Wl* PlAw"t A 11 4w (A%W*'K jk 4004ft W AM%cooxo ar 4h"CW'%-t*r CiMH 41 OU "WW WLW*ft SAPIWOM 0# CAUEW, 4' Ide itic#urb (Jr, Aurrl)rub (litte aub IS49row, '3"r "4 t4w.+ %Wr I WPIUW F"'C*ok 322" *At '4wA)-j*1.4W*j 791ult � — WA4#0.1 A" q4w tow WAOW I* QIWO wq taw FLOW Itft .'. *am c" Of- na"w4k fl*w *%W*w ow, "W'A *:Wl* PlAw"t won w SwAort10,0— 11 4w (A%W*'K jk 4004ft W AM%cooxo ar 4h"CW'%-t*r CiMH 41 OU "WW WLW*ft SAPIWOM 0# CAUEW, 4' Ide ot'4*W49 UAIKu W_ 4rmck 1IT'A '4WICAWN WAS WOW WOW 41ft" oft""!p 140k = 4 4"t AP4 st MA P4, .1A4 1VA,T AtOr A*0" General Nates 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 1N 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, 93 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 I; 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" 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 3B". 4 -PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-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 i -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 #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING 412 SPACING MAY BE 24" ON CENTER. 6. VINYL/ACRYLIC/GLASS 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. (ACRYLIC/GLASS WINDBREAKERS INCLUDED) 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. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3, ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTL RAWL, TAPCON, REDHEAD, DYNABOLT, 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 BEA 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. 10. 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 OTHERWISE. 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 (CHAPTERS 16,20 AND 23) 6TH EDITION CURRENT ALUMINUM DESIGN MANUAL 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. LION -- UNLESS OTHERWISE NOTED 4. CONT --CONTINUOUS 5. VIF -- VERIFY IN FIELD 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 S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. 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. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 6TH EDITION R 4501.17.1 IN ITS ENTIRETY. 3. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. S. IF PAVERS ARE UNDERALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. i. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. 112"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4" DIAMETER X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & #10 X 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. JOB DESCRIPTION: PATIO COVER DESIGN DATA: 2" x 4" x 0.044" x 0.100" 1. ULTIMATE DESIGN WIND SPEED,Vult, (3 SECOND GUST): 130 MPH NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 2. RISK CATEGORY 1 3. WIND EXPOSURE B 4. WIND LOADS: x 3" x 0.070„ SCREEN ROOF: N/A SCREEN WALLS: N/A SOLID ROOF (MWFRS): 20 PSF 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: N/A 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 7. LIVE LOAD: 300 ]b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 8. PROPOSED.,(1) T-0" X T-0" X 2'-0" ISOLATED FOOTINGS W/PAVERS TYP. PROPOSED (2) 2'-0" X 2'-0" X 2'-0" ISOLATED FOOTINGS W/PAVERS TYP. SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 9. SCREEN ROOF TYPE: N/A 10. SOLID ROOF TYPE: 3"X48"X.024" 2 LB EPS CORE COMPOSITE PANEL ROOF FL 7561 R4 OR EQUIV. W/ SHINGLES ALUMINIUM STRUCTURAL MEMBERS 2" x 4" x 0.044" x 0.100" HOLLOW SECTIONS 2 x 2: --------------------------------------- 2" x 2" x 0.046„ 3 x 2: ---------------------------------------3" x 2" x 0.050„ 2 x 3: ---------------------------------------2" x 3" x 0.050„ 2 x 3: ---------------------------------------2" x 3" x 0.070„ 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" 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOU1� TI IJq �� IN/ COMPLIANCE W 7-10, 1 /� & FBC 6TH`EkXN � W1 A)( / Ak i ra3 e ® P IONAU //1/111111`�� PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 05-25-2019 DRAWN BY: DRAYTON I REVISION: I DATE: RO 1 RO 2 RO 3 PROJECT ADDRESS: SAUNDERS 1215 SELVA MARINA CIR ATLANTIC BEACH, FL 32233 CONTRACTOR: PRATT GUYS NOTES 0 3 0 F9 C-) R -U y X D r', 70 C° z 3 70 N 2Qtz 4x.125 GRADE PLAN VIEW M I � 3'x 48' x.0) 4' COPOSITE ANELS LB EPS ORE ' SHING ES �IN I4' OFFALL PER --I I 29'-74" ELEVATION FRONT VIEW `-4x4x.125 TYR 3' -0°x3' -0'x2'-0" INNER ISOLATED FOOTING TYP. ( 1 TOTAL) ELEVATION SIDE VIEW PRDPOSFD 0'x2' -0'x2'-0" ER ISOLATED TING TYP, ( 2 TOTAL) I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITI j4TVj j I I &FBC 6TE{ EDI tAA►X !Vo 00 of 00 �iI11111 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-624-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 05-25-2019 DRAWN BY: DRAYTON REVISION: DATE: RO 1 RO 2 RO 3 PROJECT ADDRESS: SAUNDERS 1215 SELVA MARINA CIR ATLANTIC BEACH, FL 32233 CONTRACTOR: PRATT GUYS ELEVATIONS S-2 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND NA �1`Q�t IN COMPLIANCE (: j iLI - I� ij{ of 00 �• 0.®R�oP' �� � /��IIIItIt`e� PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 05-25-2019 DRAWN BY: DRAYTON REVISION: DATE: RO 1 RO 2 RO 3 PROJECT ADDRESS: SAUNDERS 1215 SELVA MARINA CIR ATLANTIC BEACH, FL 32233 CONTRACTOR: PRATT GUYS DETAILS S-3 EXISTING HOST STRUCTURE ISOLATED FOOTINGS (1) - 1/2"0 LDT CONCRETE BREAK FORM HEADER OR SCREW WITH 2-3/4" NOTE:MINIM ECEIVING CHANNEL EMBEDMENT (MIN EDGE DISTANCE =3") ANCHORS INTO CONCRETE FOOTING SHALL (VARIES SEE SHEET S-2)— SEE SITE SPECIFIC DRAWING 2 B FOAM DENSITY PER OUTER FLANGE BE 2-3/4" AT ALL POST LOCATIONS. ALL FOR LOCATI13N #12 X 4" SMS 1-1/4" COMPOSITE ROOF SCREW LENGTHS AT POST CONNECTIONS NEOPRENE WASHER PANEL --- SHALL BE OF SUFFICIENT LENGTH FOR° . 8" O.C. PER PANEL (2) #5 x12' REBAR CARRIER/ (X) .° : • ' :4 #10 SMS @ CROSSWISE THRU POST FOOTING WHEN A PAVER DECK IS PRESENT. Y '' EDGE BEAM 8" O.C. FOR COMPO!iITEPANEL �? • i ,! '� ° N _ _ _ _ __ __ ______ 4'-6' FROM TOP OF 2"x4" SMB 2 .•`+. ORFOOTER -_ - - - - -_ - -_-_-_ 2"x5" SMB 2 FOR FOOTERS SIZES BOLTS WITH WASHERS TOP VIEW ------------- _ .. .. .. .. -'7 - -_ 2"x6"SMB 3 ALUM. 5 UARE COLUMN Q -SOLID ROOF - - - - ----- ----------- 2"x7" SMB 3 CROSSWISE THRU POST (1) -1/2"0 LOT CONCRETE 2"x2"x 0.125" ANGLE OR EQUIVALENT POST EXTERNAL BASE w ' a •.. + " s ` OTHER) c� •' ° I I �W� 4'-6' FROM BOTTOM OF POST 2"x8" SMB 4 FASTENING d• +' — EMBEDMENT (MIN EDGE (4) - 3/13" 0 CONCRETE t a .. • • y ' ':. .,, ; 2"x9"SMB 4 DISTANCE =3") SCR W WITH 2-3/4" ..• 1 `. ° n 2"x10" SMB 4 (MIN EDGE (X) - 3/8" 0 MACHINE DISTANCE=3" ISOLATED FOOTERS LARGER THAN 3' CUBED MIN BOLTS WITH NUTS/ NOTESFORALLFOUNDATIONTYPES REQUIRE #4 REBAR, TWO ROWS, TOP & BOTTOM, APPR❑X, 6- 4' MIN, FROM APART, a e n WASHERS THROUGH d a e BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE POST AND SMB BEAM e d A SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING SEE CHART ABOVE PLAN VIEW 4 n #10 SMS @ 8" O.C. OF CONCRETE. MAY NOTCE FOR CENTER OR EDGE OF POST (MIN) FOR COMPOSITE PANEL 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND •� 2"xH° SMB BEAM (SEE SHEET S-2 FOR SIZE) . COMPACTED PRIOR TO POURING OF ANY CONCRETEIE y • •� ', ••�• POST OR UPRIGHT 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. (SEE SHEET S-2 FOR SIZE) K 1/4"X 3" LAG SCREWS (2) ROWS STAGGERED 24" O.C. POST CONNECTION DETAIL TYPE II FOOTINGS — . ' ' '•� •• •" CONNECTING HEADER OR CHANNEL TO FASCIA. ROOF TO BEAM CONNECTION 2 '+• �•'•' RIDGE/EDGE BEAM TO POST CONNECTION ROOF PANEL TO FASCIA/HOST BEAM CONNECTION DETAILS SCALE: NTS SCALE: NTS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND NA �1`Q�t IN COMPLIANCE (: j iLI - I� ij{ of 00 �• 0.®R�oP' �� � /��IIIItIt`e� PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 05-25-2019 DRAWN BY: DRAYTON REVISION: DATE: RO 1 RO 2 RO 3 PROJECT ADDRESS: SAUNDERS 1215 SELVA MARINA CIR ATLANTIC BEACH, FL 32233 CONTRACTOR: PRATT GUYS DETAILS S-3 ISOLATED FOOTINGS (1) - 1/2"0 LDT CONCRETE SCREW WITH 2-3/4" NOTE:MINIM JM EMBEDMENT OF EMBEDMENT (MIN EDGE DISTANCE =3") ANCHORS INTO CONCRETE FOOTING SHALL (VARIES SEE SHEET S-2)— SEE SITE SPECIFIC DRAWING PER OUTER FLANGE BE 2-3/4" AT ALL POST LOCATIONS. ALL FOR LOCATI13N FOR FOOTER SIZES SCREW LENGTHS AT POST CONNECTIONS UP TO 36' IN DEPTH --- SHALL BE OF SUFFICIENT LENGTH FOR° . (2) #5 x12' REBAR REQUIRED EMBEDMENT INTO CONCRETE .° : • ' :4 CROSSWISE THRU POST FOOTING WHEN A PAVER DECK IS PRESENT. Y '' �? • i ,! '� ° N 4'-6' FROM TOP OF — .•`+. ORFOOTER (2) -3/8" 0 MACHINE w ` °•:..: FOR FOOTERS SIZES BOLTS WITH WASHERS TOP VIEW ` °'� a •••" } UP TO 18' IN DEPTH OR (4) #14X 3/4" SMS ALUM. 5 UARE COLUMN Q i ' (2) # 5 REBAR EACH WAY " y • Cl) #5 x12' REBAR EA. SIDE ° 4 -(ONE SET ON TOP OF ° ' • CROSSWISE THRU POST (1) -1/2"0 LOT CONCRETE 2"x2"x 0.125" ANGLE OR EQUIVALENT POST EXTERNAL BASE w ' a •.. + " s ` OTHER) c� •' ° I I �W� 4'-6' FROM BOTTOM OF POST SCREW WITH 2-3/4" OPT. #2: FOR INTERNAL FASTENING d• +' — EMBEDMENT (MIN EDGE (4) - 3/13" 0 CONCRETE t a .. • • y ' ':. .,, ; DISTANCE =3") SCR W WITH 2-3/4" ..• 1 `. ° n PER OUTER FLANGE EMBEDMENT (MIN EDGE DISTANCE=3" ISOLATED FOOTERS LARGER THAN 3' CUBED MIN SPACING 2") NOTESFORALLFOUNDATIONTYPES REQUIRE #4 REBAR, TWO ROWS, TOP & BOTTOM, APPR❑X, 6- 4' MIN, FROM APART, a e n 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL d a e BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE e d A SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING PLAN VIEW c A OF CONCRETE. 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND •� . COMPACTED PRIOR TO POURING OF ANY CONCRETEIE y • •� ', ••�• FRONT VIEW 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. K POST CONNECTION DETAIL TYPE II FOOTINGS — . ' ' '•� •• •" 2 '+• �•'•' SCALE:NTS `-'�" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND NA �1`Q�t IN COMPLIANCE (: j iLI - I� ij{ of 00 �• 0.®R�oP' �� � /��IIIItIt`e� PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 05-25-2019 DRAWN BY: DRAYTON REVISION: DATE: RO 1 RO 2 RO 3 PROJECT ADDRESS: SAUNDERS 1215 SELVA MARINA CIR ATLANTIC BEACH, FL 32233 CONTRACTOR: PRATT GUYS DETAILS S-3 General Nates A. CONCRETE &FOUNDATION DESIGN: HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED s. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4, DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY THIS PLAN AND FOUND IT TO BE IN 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 COMPLIANCE WITH ASCE 7-10, OMPL CI PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). CONTRACTOR. C FBC 6TH EDITION 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 25 DO PSI 6, LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5, IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL MINIMUM. 3 1/2" NOMINAI. THICKNT:SS. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, F THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. 3. PIBERNIIiSH (314" PER CUBIC YARD MIN.)MEETING GREATER THAN 70 PERCENT O APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED THE BOLT OR SCREW, ALL LAG BOLTSAND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14XO.013 OR t: ' n A IN LIEU OF WELDED WIRE MESH INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED%' '� ®� ©� ®� g "d a ` e N c 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERNIESH. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWINGS -2. � nm � ®� S. ALL REINFORCING SHALL CONFORM'I'U AST A615, BE GRADE 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 112"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED 60 (60 KSI MINI DEFORMED BARS, #3 BARS MAY BE UR4 JE 40 ACCORDANCE WITH THE SPECIFIC MANUFACTURER`S TO HOST WITH 1/4" BIAMETER X 1-3/4" EMBEDMENT & 24" O.C. REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS I3 IALL MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW BE 3000 PSI MIN., 2" Iti11NIM1JM. 'CIIICKNESS. BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD & #10 X 1/2" EMBEDMENT SMS OR TEK SCREWS MANUFACTURER FASTENERS SHALL BEA MINIMUM OF SAE , 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. IN ALUMINUM MEMBERS TYPICAL. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE GRADE #5 OR BETTER ZINC PLATED. ' FOLLOWING: s. ALI, FASTENERS CONNECTING ALUMINUM COMPONENTS OR xA OPC (PORTLAND CEMENT TYPE I, ASTM C 150). PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 n ."_ _ - AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS T3AN 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES 3/4" FOR USE WITH ACQ PRESSURE TREATED WOOD, OR f QB DESCRIPTION: PATIO COVER � c o OTHERWISE NOTED ON PLANS: r AIR ENTRAINING RREDUCING i %- I h - T ASTIM 260. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: PROF ;,ON GI ISI WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. 1. ULTIMl1TE DESIGN WIND SPEED -Volt, {3 SECOND GUST): 130 MPH OTHER ADMIXTURES SHALL NOT BE PERMITTED. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH ENGINEER OF RECORD u. FOR SMS, THE bflN€MUh7 CENTER -TO -CENTER SPACING SHALL 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 2. RISK CATEGORY 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" 3. WIND EXPOSURE B r David W. Smith P.E. CONCRETE INSTITUTE MANUAL STANDARD PRACTICE_, PART 1, UNLESS NOTED OTHERWISE. 4, WIND LOADS: 2, & 3 ALONG WITH HOT WEATHER CONDITIONS FLORIDA LICENSE NUMBER: 53608 SCREENROOF: RECOMMENDATIONS. E. REFERENCE STANDARDS: SCREEN WALLS: N/A S: NJA il. TE UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 Thomas L. Hanson P.E. iVN SOLID ROOF (MWFRS): 20 PSF T CONCRETE SHALL BE A MINM OF 4" IN THICKNESS, ASTM E 1300 FLORIDA LICENSE NUMBER: 3$654 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7 -10 SPALLING OR OTHER DETERIORATION. AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B 5. FACTOR NPPLIED TO SCREEN WIND LOADS FOR 18X14XO.013 E Myron Max Neal P.E. ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: N/A B. MASONRY: ASTM C150 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE NUMBER: 86663 L CONCRETE MASONRY UNITS (CMU) SHALL BE STANDAR D ASTM C33 7. LIVE LOAD: HOLLOW UNITS AND SHALL BE 1900 PST MI TIvIUM BASEID ON ASTM C260 3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. Joel FalardeaU P.E. TYPE M OR S MORTAR. ASTM C494 200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A615 B. PROPOSED 4" CONCRETE SLAB W/ 8"18" FOOTER W/(1) #5 REBAR FLORIDA LICENSE NUMBER: 70667 3.ALL: GROUT SHALL BE 2000 PST MINIMUM AND HAVE ASTM A185 SEE PAGE S-2 FOR SIZE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA BUILDING CODE (CHAPTERS 16, 20 AND 23) SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. Erik Stuart P.E. 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING 6TH EDITION REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN CURRENT ALUMINUM DESIGN MANUAL HEIGHT. 9, SCREEN ROOF TYPE: N/A FLORIDA LICENSE NUMBER: 77605 F. ABBREVIATIONS: 10. SOLA) ROOF TYPE: 3"148"X.024" 2 LB EPS CORE COMPOSITE PANEL ROOF FL 7561 R4 OR EQUIV. FBC Plans tot Engineering C. ALLTM N_t_' f: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED W/ SHINGLES Services, Inc. 1. , ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 6"272 Abbott Station Drive Unit 101 MINIMUM THICK EM OF 0.04 6t1OR SUPPORTING ALLOY WITH A 1 TYP_-,TYPICAL ALUMINUM STRUCTURAL MEMBERS ZePhnhills, R. 33542 MINIMUM THICKNESS OF 0.040" FOR SUPPORTING 14iEIvIB cT2S. Phone: (813)788-5314 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 2. SIM --SIMILAR Fax: e: (81)-824-7894 0.024" SHALL APPLY. 3. UON-- UNLESSOTHERWISENOTED HOLLOW SECTIONS Fax: Email(866)-erb@f24-78 4 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - 4. CONT --CONTINUOUS VWebsite: www,fhcplans.com om S. VIF -- VERIFY IN FIELD 2 x 2: --------------------------------- -----2" x 2" x 0.046" C.O.A. - #29064 SPECIFICATIONS FOR ALUMINUM STRUCTURES -ALLOWABLE s3x2: -------------------- ----3" Y 2„ x 0.050„ ----------- STRESS DESIGN" OR `PA F I -B - SPECIFICATIONS FOR G. RESPONSIBILITY: 2 x 3: ---------------- 2" x 3" x 0.050" ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE ------""----""---""" DATE: 08-26-2019 FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL. 1• ALL SITE WORK SHALL BE PERFORMED BY A EB 2 g 3; _______________________________________2" X 3" X 0.070" PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR IN ACCORDANCE WITH APPLICABLEABLE BUILDING 2" x 4" x 0.050" CODES, LOCAL ORDINANCES, ETC. 2 x 4 ---------"------"-----"--"----------' DRAWN BY: DRAYTON INC. WASHINGTON D.C. THE FLORIDA BUILDING CODE 6TH 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5: --------------------------------------- 2" x 5" x 0.050" EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 WHERE ALUMINUM COMES INTO CONTACT �OR NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN ��' REVISION: DATE: 4. WHERIN[11vI). DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD OPEN BACK SECTIONSYViTH STEELCONDITIONS. / Q `�1 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 1 x 2: --------- --------- ---------------- 1" x 2" x 0.040" B P# C(, [ �V (js RO 1 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE SEPARATION. SUNROOhI' ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3: ----- _-____1" x 3" x 0.045 �ATEJ�J L RO 2 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LE:i5 CONTRACTOR. / USING > 2 SPACING MAYBE 24AIO SMS 6" ' ON CENTER, SAND 12" ONCENTER W 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED SNAP SECTIONS SS Gr] ED R03 6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE. THEY ON INFORMATION PROVIDED BY THE CONTRACTOR AND - MANUFACTURER. 2 x 2 Snap: r-------------------------------2" x 2" x 0.045" PROJECT ADDRESS: SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING s. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: ---------------------------------2" x 3" x 0.050" "REMOVABLE PANEL. SHALL BE REMOVED WHEN WIND LICENSED P.E. IN ACCORDANCE WITH STANDARD 2 x 4 Snap SPEEDS EXCEED 75 MPH". DECAL. SHALL BE PLACED SO ITIS P " ---'-- 2" % 4" x 0.045" SAUNDERS VISIBLE WHEN PANEL IS INSTALLED. ENGINEERING PRACTICES, 1215 SELVA MARINA CIR (ACRYLIC/GLASS WINDBRE-KERS INCLUDED) H. MISCELLANEOUS: SELF MATING (SMB) ATLANTIC BEACH, FL 32233 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB -------------- 2' x 4" x0,044" X 0.100" OFFICED. FASTENERS: MANUFACTURED HOME, TRAILER HOME, OR PRE -FAB HOME. IF 2 x 5 SMB:---------------- ----- 2" x 5" x 0.050" x 0.118" COPY 1. ALL LAG BOLTS SI -LOLL CONFORM TO STAINLESS STEEL 'TYPE THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH 2 x 6 SMB:---------------------.- -2" x 6" x 0.050"x 0.120" 300 18-8, WITH STANDARD FLAT WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB - 2" x 7" x 0.057" x 0.120" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR i1S E ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED "------- CONTRACTOR: WITH ACQ PRESSURE TREATED WOOD. HOME. 2 x 8 SMB.---------------------- 2" x 8 X 0.072" x 0.224" 2 HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD 2• IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE 2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" PRATT GUYS FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2 x 10" x 0.092" X 0.374" 3, ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, BARRIER REQUIREMENTS OF THE FBC 6TH EDITION TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL. R 4501.17.1 IN ITS ENTIRETY. NOTES 4: AI.I, METAI, TIES AND ASSOCIATED ACCESSORIES SHALI. BE 3• EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL S-1 PLAN VIEW ELEVATION SIDE VIEW 2x8 SMB CARRIER AM 2x8 SMB CARRIER B M Ln XI � X X I C3 1 I I I < (� COMPOSITE PANELS I I 17.i' I P..1B EPS GORE I yo w/ SHINGLES I d II F I I I MIN '4" OF ;FALL I I o PER 1' U I I ih ¢ — { I mQ�� r J c-jcl 2x SMB CA BIER BEAM 2x8 SIB CARRIEI BEAM 14'-91.. 14'=9i 4x4x.12 — �r 4x4x.125 TYP. ELEVATION FRONT VIEW 3'x48'x,024° COMPOSITE PANELS 2LB EPS CORE w/ SHINGLES 2x8 SMB CARRIER AM 2x8 SMB CARRIER B M Ln XI � X X PROPOS D 4 SLAB W/ 8'X8' r TOTER (SEE DIMENSIONS) - 00 14'-9$" 29'-7�" I HEREBY CER'T'IFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, ' & FBC 6TH EDITION' A yam, 'v �d Iz o e 0,. o a a PRO F1C IO L .I FERAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, 8.33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcpians.com C.O.A. - #29054 DATE: 08-26-2019 DRAWN BY: DRAYTON REVISION: DATE: RO 1 RO 2 RO 3 PROJECT ADDRESS: SAUNDERS 1215 SELVA MARINA CIR ATLANTIC BEACH, FL 32233 OFFIF cop nONTRACTOR: n n mm r t avc ELEVATIONS I S-2_ I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN EXISTING HOST STRUCTURE COMPLIANCE WITH ASCE 7-10, & FBC 6TH EDITION BREAK FORM HEADER OR RECEIVING CHANNEL 3"X48"X0.02.1" �,, A 2LB FOAM DENSITY °cQ�a #12 X 4 SMS 1-11/4" COMPosITE ROOF PANEL NEOPRENE WASHER 8 O.C. FER PANEL CARRIER] X) (_ #10 SMS @ hLGt B -A^:, LL r� 8"O.C.FOR COMPOSITE PA,NEL 11*x4 SMB ___ __ ___ _'- e `— - C) < m ` _ _ - — — — — — — — ------___—_ ""XS" SME; 2 —_—_—_ —_—_—_— SOLID ROOF — — _— 2'X6'SMB ---------- - - --- --- -- J'x7"SMB _.. .._. a v 0 a 2x8' SMB 4 ®- a e O. 2 x10" SMB 4 ,��� a ✓ b (X) - 3/8 0 MACHINE L BOLTS WITH Nt:TS/ PROF SIONAJ- Ci'I SE WASHERS THROUGH POST AND SMB BEAM SEE CHART ABOVE ENGINEER OF RECORD 1-1 4n #10 SMS@8°o.C. MAr NeTcrl FOR CENTER FOR COMPOSITE PANEL �R�I ,.,,PPr,s= 2"xH"SMB BEAM David W. Smith P.E. (MIN) (SEE SHEET S-2 FOR SIZE) FLORIDA LICENSE NUMBER: 53608 POST OR UPRIGHT Thomas L. Hanson P.E. (SEE SHEET S-2 FOR SIZE) FLORIDA LICENSE NUMBER: 38654 1/4" X 3" LAG SCREWS ROWS STAGGERED OD.C.O CONNECTING HEADER OR CHANNEL TO FASCIA.A. ROOF TO BEAM CONNECTION Myron Max Neal P.E. ROOF PANEL. TO FASCIA/HOST BEAM CONNECTION DETAILS _RIDGE/EDGE BEAM TO POST CONNECTION SCALE: NTS FLORIDA LICENSE NUMBER: 86663 SCALE: NTS - Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 chills,Station. Drive Unit 1.03. (1) - 112"0 LOT CONCRETE. Zephyrhills, H. 53592 3 Phone: (813)788-.5314 SCREW WITH 2-314" NOTE:iti11NIMUM EMBEDMENT OF Fax: 1-(866)-824-7894 EMBEDMENT CMIN EDGE DISTANCE =3") ANCHORS INTO CONCRETE FOOTING SHALL Email: erb(a fbcplans.com @fbcp1ans,c PER OUTER FLANGE BE 2-3/47- AT ALL POST LOCATIONS. ALL sm Website: .SCREW LENGTHS AT POST CONNEf:TIONS C.O.A. - #29054 _ I ALI, BE OF SUFFICIENT LENGTH FOR DATE: 08-26-2019 REQUIRED EMBEDMENT I\ITO CONCRETE GRADE FOOTING WHEN A PAVER DECK IS PRESENT. B" a DRAWN BY: DRAYTON (2) -3/8" 0 MACHINE(1)#5 BOLTS REBAR CONTINUOUS W/ 25" REVISION: DATE: WITH WASHERS TOP VIEW OVERLAP AT ALL JOINTS ON 3" OR (4) #14X 3 j4" SMS ALUM. SQUARE COLUMN CHAIRS EA. SIDE RO 1 2"x2"x 0.125" ANGLE EXTERNAL TYPE II MONOLITHIC SLAB RO 2 MODERATE SLOPE FTG (1) RE a LOT CONCRETE WITH 2-3j4" OPT. #2: FOR INTERNAL FASTENINGSLOPE: SCREWWITH 2":12" - 3`:12° RO 3 EMBEDMENT (MIN EDGE(4) - 3,18 0 CONCRETE. NOTES FOR ALL FOUNDATION TYPES DISTANCE SCREEN WITH 2-3/9" PER OUTER FR FLANGE EMBEDMENT (M[ v EDGE PROJECT ADDRESS: DISTANCE 3' 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL MIN SPACING 2"1 BEARING PRESSURE. OF 1,500 PSF. THE BEARING CAPACITY OF THE SOIL. VERIFIED BY A LICENSED CON'T'RACTOR PRIOR TO ANY POURING SAUNDERS 1215 SELVA MARINA CIR ° OF CONCRETE. ATLANTIC BEACH, FL 32233 d ° ° e 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND v Q . ° COMPACTED PRIOR TO POURING OF ANY CONCRETE.- a -A a. 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. CONTRACTOR.: FRONT VIEW TYPE If MONOLITHIC SLAB! FOOTING POST CONNECTION DETAIL —SCALE NTS OFFICE COP PRATT GUYS DETAILS SCALE: N:"S - Project Address: Contractor/Contact Name:; o f {-- Contact Phone: -qO "'�7'.�' Email: Description of Proposed Revision / Corrections: .~RC1 M4 54-0 6? WirE t 0 -or °fie- ck)6IA),4 I- A -761V affirm the revision/correction to comments is incl (printed name) • Wil oposed revision/corrections add additional square footage to original submittal? No 11 Yes (additional s.f. to be added: e proposed changes. is • Will p roosed revision/corrections add additional increase in building value to original submittal? t�o ❑*Yes (additional increase in buildingvalS�� g� —�_ ) (contractor must sign if increase in valuation) *Signature of Contractor/Age LJ Approved ❑ Denied Revision/Plan Review Comments_ &0 it oay P." en Review Required: P anning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services (Office Use Only) ❑ Not Applicable to Department Permit Fee DuC-50;,o:g�) docvn11%.0&4- eviewed By tel' fd - t I Date Updated 10/17/18