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Home My WebLink About5629 Rhonda Cta 9 4 f 72 LLOT FD. 3 z3" Cj M. P.C. f J V LOT 72 ry `. N8949'460E 101.64' SET 112" FD. 3"x3" IR L6#7723 C. M. m P.R.C.? RAD 3z? O q V V Q C" Y 74 LOT 71 � EXISTING LANAI'5 AREA FIN.FL.EL � 85.25' 3T'-101, L O i75 FV. 112" 1 R. �v Rt !*i � Q> t� >4 p N C4 CJ Qi 1 2a %T, Jw LueRNER L 0 T70 24. 9� FD. 112- 1 R. o z 5 zlul IL m 51TE PLAN-1 4i�11= SCALE: 1 10' NORTH w n Q �< J� w z w zx am J �LL w; W,m EXI5TINCG 00VERED LANAI RENOVATION LU %J z QN# & GARAGE DOOR GONVER510N !— iu> a ul m LEGAL DESCRIPTION: 0 W LOT'11, SUNSET ESTATES-2, according to the a_ plat thereof, as recorded in Plat Book 16, Pages 3 3-4, of the Public Records of Pasco County, Florida a z 0 DRAINAGE NOTE: o THE EX15TING ROOF OVER WHICH ALL STRUCTURAL RENOVATIONS ARE TO OCCUR, WILL REMAIN LU > UNCHANGED PERIPHERALLY AND DIMENSIONALLY p THEREFORE, NO NEW ADDITIONAL RUN-OFF WILL EXPECTED TO IMPACT SURROUNDING PROPERTIES. o o Z w R0 56OPE OF WORK: m STRUCTURAL RENOVATIONS OF THE REAR COVERED Q i �— LANAI'S, WHICH WILL INCLUDE NEW WINDOWS AND a A NEW DOOR, FRAMING WALL5 IN THE COVERED Q -1 v SOUTH LANAI WITH A NEW CONCRETE SLAB. z 3 THE GARAGE DOOR 15 GOING TO BE ELIMINATED AND A WINDOW WILL BE FRAMED IN THE CENTER OF THE WALL.. z nwi ��w to TzQ 3z QO wW_ a <> %0 � a�w o0 � / ati � � om v� l A. G � MA' GO /�i, Ram Gaal'.EF z w \� LICENSE No,47431 s- Z 4ij, STATE OFl� -1 FLORIDA I HEREBY CERTIFY THAT I HAVE REVIEWED 0 2` AND SUPERVISED THE ATTACHED DESIGN TONAL w w \\`` AND FOUND IT TO BE IN COMPLIANCE WITH //11IIII1\` tu THE2020F.BC, RESIDENTIAL 97HEDlT1ON This Item has been electronically signed and sealed by Dr. Ram A. Goal using a Digital Signature and date. Printed copies of this document are not considered signed and DR. RAM A. GOEL, P.E.(#41431) sealed and signature must be —Ifled on any SONEY FM LLC, CA # 9146 electronic copies CORY LAKE PROFE55IONAL CENTER x 10329 CROSS CREEK BLVD., SUITE P w 51 T TAMPA, FL 33641 Ph: 813-M-1865 EXIST. OPEN PORCH sD6e EXIST. STORAGE 906D EXIST. GARAGE w Q .- H R LJti 03 ��>. CONTRACTOR TO REMOVE EXISTING EXTERIOR ENCLOSED ENCLOSED PORCHENCLOSINOODFRAME WALL AND REPLACE WITH NEW SUNROOM B SUNROOM A INTERIOR WOOPFRAME WALL. s COVERED ROOF ON BOTH PORCHES WILL REMAIN F AS 15. EXISTING HOUSE NOT PART OF SCOPE OF WORK EXISTING/DEMOLITION FLOOR PLAN WALL LEGEND: EXISTING W EXTERIOR _ GONG. BLOCK WALL EXISTING 4' WOOF FRAME DEMOLITION AREAS: All AREAS COVERED BY THE ABOVE MATCH ARE AREAS TO BE DEMOLISHED, REPLACED OR RENOVATED. ------------------- LEILIN6 �. DN TOP PLATE CONNECTED" SIMPSON "Iel '5P3' (R.A • tw56.42) OR EOUIVALEW Dar HEADER SIMPSON' raP rur Puxtw NEW 1NLUPVGTER BO1N SIDES SIDES 51MP5oN "v e DM STUDS eOTTON MTES Iwo... (Mx104E641) I DH BASE PLATE CONNECTED 'YYI SIMPSON'Sr1' (FLA x 10456.4 1 y REOUIVALENT PLOOR SYSTEM TYPICAL INTERIOR FRAME WALL SECTION i SCOPE OF WORK WILLINCLUDE RENOVATION OF REAR LANAI'S, WHICH WILL W WI INCLUDE NENDOWS AND A HEN DOOR ALSO MEN WOODFRAME WALLS ON THE SOUTH LANAI. THE EXISTING ROOF OVER BOTH AREAS WILL REMAIN INTACT, THE GARAGE DOOR WILL BE ELIMINATED AND A 3648 WINDOW WILL Be FRAMED IN CENTERED IN THAT AREA. THERE WILL BE NO ADDITIONAL 50. FT. ADDED TO THE PROPERTY. CONTRACTOR TO REMOVE EXISTING GARAGE DOOR, REPLACE WITH 1-3648 WINDOW AND FRAME IN AROUND NEW WINDOW WITH 2x6's. TAPGON INTO EXISTING LINTEL ABOVE NEW WINDOW. APPLY STUCCO TO MATCH EXISTING HOUSE OVER NEW WOODFRAME WALL. PATCH INTERIOR SHEETROGK. EXISTING APPLY E1STU11OTO MATCH OVER - NEW WOOD FRAME WALLS PROPOSED FLOOR PLAN SCALE 1/4" = 1' WALL LEGEND: PROPOSED EXTERIOR WOODFRAME MALL PROPOSED INTERIOR WOODFRAME WALL EXTERIOR MOODFRAME MALL EXISTING 6" EXTERIOR GONG. BLOCK PALL NOTE: 5UNROOM"A'HAS EXISTING MECHANICAL. 5UNR OM'B' WILL NOT BE CONOITIONED. OEM A WILL NOT BE CONOTIONED. PROPOSED WINDOW FRONT ELEVATION EXISTING GARAGE DOOR FRONT ELEVATION SCALE 1/4"=i' `��tu1n�,, NA.Gp�b Ram GoetD r=u- `,. LICENSE SCALE 1/4" = 1' No, 4743�-^ _ DEMOLITION AREAS: NOTE STATE OF i FLORIDA ''''''�� I HEREBY CERTIFY THAT I HAVE REVIEWED ALL RE AREAS TEREDO BE DEMOLIBYTHEABSHED, REPLACED AND SUPERVISED THE ATTACHED DESIGN RENOVATED.EDITION �I I II)�```\\`\ FOUNDO BE IN COMPLIANCE ,41OR TAND HE F.B.C. This It.. has been electronlcsly signed and sealed by Dr. Ram A. Goal using a Digital Slgna jm and date. Printed copiee of this document are not considered signed and DR. RAM A. GOEL, P.E.(#41431) sealed and signature must be wrifled on any SONEY PM LLC, CA It 9746 electronic coples GORY LAKE PROFESSIONAL CENTER 10379 GROSS CREEK BLVD., SUITE P TAMPA, FL S5641 Ph: 515-395-1865 Z Zw IL Q 0 O IL Z = °( Z� Jo O� m� O wLU J cc � LO ~f w U- } Q Q to �w UI Z d a Nlz IL X� i wa g a W z v OU., cmn LL q J Z = 4 W- - N = ■ (1 ZLU N V! w w01 Z_ Z 3 0 v— LU T■ war O' ZI w W 2 5 w W w O V H to X lu GENERAL NOTES: ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE, MECHANICAL CODE, PLUMBING GOD:, THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE GODES AND REGULATIONS, LOCAL, CITY, STATE, FEDERAL, SAFETY BOARD OF FIRE UNDERWRITERS AND FIRE DEPARTMENT. WORKMANSHIP SHALL BE EQUAL TO THE BEST TRADE PRACTICES ALL INSTALLATIONS OF MANUFACTURE'S SPECIFICATIONS SHALL BE IN EXALT COMPLIANCE WITH MANUFACTURE'S PRINTED INSTRUCTIONS. CONTRACTOR AND/OR OWNER SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE ANY PHASE OF CONSTRUCTION 15 TO COMMENCE. CONTRACTOR AND/OR OWNER SHALL COORDINATE ALL WORK BETWEEN SITE, BUILDING, ELECTRICAL, MECHANICAL AND PLUMBING BEFORE EACH PHASE OF CONSTRUCTION BEGINS. DO NOT SCALE PLANS. PROP05ED ELECTRICAL PLAN 5GALE 1/4" - 1' NEC 2011210.12 ALL 120-VOLT, ELECTRICAL LEGEND: SINGLE 1-HASE,15- AND 20 AMPERE BRANCH IRCUIT SUPPLYING OUTLETS ELECTRICAL WIRIN6 INSTALL DIN DW ING UNIT FAMILY, WING, LIVING, BEDROOMS, I RARIES, (] LI6HT FIXTURE PARLOUR5, DEN5, 5UNROOM5, GLO5ETS, �,.,. AR4FAULT CIRCUIT INTERRUPTER RECREATION RMS., CLOSET, HALLWAY5 DUPLEX OUTLET OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED (AFGI)- w WALL 5WITCH ARC -FAULT CIRCUIT INTERRUPTER NOTE ELECTRICAL LAYOUT 15 A SGHEMATIG ONLY. NOTE: CONSULT LICENSED ELECTRICAL CONTRACTOR, GENERAL CONTRACTOR AND/OR OWNER BEFORE 5UNROOM"A"HA5 INSTALLING ANY ELECTRICAL FIXTURE RI EXISTING MECHANICAL. SUNROOM'B" WILL NOT MAKE NEW ELECTRICAL CONNECTIONS TO BE EXISTING MAIN PANEL AT EXISTING SPARE DEN AREA REA WILL NOT BE CIRCUITS AND VERIFY ALL RESULTANT LOAD5. CONDTIONEO. r ' 3 c � • STANDARD 90 HOOK 1 GONT. 12" WIDE x 16" DEEP MONOLITHIC SLAB EDGEIFT6. W/ (2) g5'1 CANT. LAP SPLICES MIN. 24" 6 TIE w / WIRE. TYP. ® PERIMETER LAP SPLICE J NOTE: CONTRACTOR TO SAWGUT UNDER EXISTING SLAB TO ADD 1ZI16 FOOTER TO THI5 AREA. 4'THICK GONG. SLAB w / 6x6 10110 W W.F OR FIBERMESH REINF. ON 6 MIL. POLYETHYLENE J4.,2 VAPOR BARRIER ON GLEAN COMPACTED SAND FILLw / SOIL LAP UP EXIT. SLAB TO MATCH HOUSE FF 3't GONG' GON POISONING (TIT.) STOOP /}1 NEW SUNROOM FIN. FL. ELEy. SLAB ELEV = 65.25' NEW SUNOM FIN. FL. SLAB ELEV = 85.]S' ieWsw To w, rNanxa rix.r�euev 4.. /jl EXISTING FIN. FL WHERE NEW SLAB MEET EXIST. SLAB SLAB ELEV=6515' ALL THEWAY AROUND...TIENEW BOND NEW FTC. TO EXISTING FTC. SLAB. REINF. STEEL INTO EXISTING. BY DOWELING (2) NEW 65's REINF. BY DOWELING NEW (1)" ® 5' O.0 STEEL INTO EXIST. FT6. MIN. 7' AND NTO EXIST. FTG. MIN. r AND 5ET Wf SET w/ EPDXY GROUT(TYP. EPDXY GROUT (TYP.) EXISTING SLAB AND FOOTER TO REMAIN PROPOSED FOUNDATION PLAN :. S. CONCRETE: 3.1 GONG RETE COMPRESSIVE STRENGTH AT 26 DAYS: DOW PSI (NORMAL WEI614T). 3.2 REINFORCING BARS: ASTM A615 (GRADE 40). 3.3 WELDED WIRE FABRIC(V6NF): ASTM A165. 9.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 3.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTIN653' BOTTOM AND SIDES. 3.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 A. THICK, REINFORCED WITH 6X6 MESH MAY BE USED IN LIEU OF W WF AT CONTRACTOR'S OPTION. 3.1 CONCRETIN60PERATORS SHALL COMPLY WITH ACI STANDARDS. 3A LAP SPLICE SHALL BE AS FOLLOWS: 61 BAR 35', N6 BAR 30'. g5 BAR 251, a4 BAR 20", a3 BAR 15'. LICENSE NDz 47431 STATE OF i FLORIDA /111110 This Item has been electronitely signed and seeied by Dr. Ram A. Goal using a Digital Signature and date. PNnted copies of this document are not considered signed and sealed and sIgnslum must be wrifled on any electronic copies wM P.. cw Ram Goes, Res R# OReQOs. nus I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2020 F.B.G. RESIDENTIAL TTH EDITION DR. RAM A GOEL, P.E. #41431) SONEY FM LLC, GA g 914b GORY LAKE PROFE55IONAL CENTER 10329 CROSS GREEK BLVD.. SUITE P TAMPA, FL 53641 Ph: 613-293186b APPLY STUCCO TO MATCH . OVER DFRAME WALL EXISTING STUCCO HOUSE IF QII.. Q.,. NOT PART OF SCOPE OF WORK IQ�. '. I,Q EAST ELEVATION SCALE 1/4" - 1' APPLY STUCCO TO MATCH OVER WOODFRAME WALLSQ NEW a' II'Q� WALIg EXISTING STUCCO HOUSE UNDER IQ,Q ..NOT PART OF SCOPE OF WORK MET. ROOF SOUTH ELEVATION 1 NEW 8' WALLS UNDER EXIST. ROOF WINDOWS G DOORS NOTE: ALL WINDOWS G DOOR5 INSTALLED ON THIS PROJECT MUST MEET 150 M.P.H WIND RESISTANCE STANDARDS PER R301.2.1 2020 F.B.C. RESIDENTIAL 7TH EDITION SECTION SCOPE OF WORK WILL INCLUDE RENOVATION OF REAR LANA15, WHICH WILL INCLUDE NEW WINDOWS AND A NEW DOOR AL50 NEW WOODFRAME WALLS ON THE SOUTH LANAI. THE EXISTING ROOF OVER BOTH AREAS WILL REMAIN INTACT. THE GARAGE DOOR WILL BE ELIMINATED AND A 3648 WINDOW WILL BE FRAMED IN CENTERED IN THAT AREA. THERE WILL BE NO ADDITIONAL 50. FT. ADDED TO THE PROPERTY. `APPLY S1000 TO MATCH OVER WOOOFRAME WALL EXISTING STUCCO HOUSE—' . NOT PART OF SCOPE OF WORK Q � IiIQIII10� �I��I,I NORTH ELEVATION SCALE 1/4".1' exa;nNG r.G aNInGLEG oven ns FeLT oven lR-nrroav -� TRUBa O aNE.so OVERfMNED N" O.G. E%IBTNa NETAL DRIr ewe :A)r EXISTING 7. a" FASC BOARD txISITNa coNT.veNTeb Awn. aonrt MATCH EXIST. EXTERIOR FINISH OVER R15 FELT OVER 1/2"PLYW000 SHEATHING 2"X P.T. PLATE ft la, 0ANCHORAGE BOLTS 0 21" O.C. (TYP.) MIN. 1 -0 BELOHW R FINIS GRADE127c 16" MON7m-,--;� CONG. FOOTING NV 2415 REBAR CONT. WALL SECTION aGALe N.Ts R-191N5UL. OR BLOWN S/8" DRYWALL CEILING ONLY DBL. 2TOP PLATE DBL. 2'x HEADER ALUM. SINGLE HUNG WINDOW 8'-0" WINDOW STOOL — 1/2" DRYWALL OVER Sk STUDS® 16"0.C. OVER R-11 INSUL. SIMPSON "SF1' BOTH TOP AND BOTTOM PLATES 4 CONC. SLAB, MIN COMFKE55CVE STRENGH OF 3,000 P.5.1.20 DAYS YL6xb 10x 10WW.M. OR FIBER MESH OVER 6 MIL. VAPOR BARRIER ON TERMITE TREATED AND COMPACTED CLEAN FILL. EK1ST. a WALLS UNDER EXIST. ROOF \\\II111/// s"mrr.m i J oN R am Gail x e L R��( X w:w _ ` STATE OF FLORIDA �\ I HEREBY CERTIFY THAT I HAVE REVIEWED _._\��/// AL \\O - � ///III 11\\\ AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2020 F.B.C. RE5IDENTIAL TTH EDITION NE ISOMETRIC ELEVATION This lam has been ekctronlcaliy signed and sealed by Dr. Rem A. Goal using a Digital SCALE 1 /4" - 1' Slgnaw. and deft. Printed copies of this document arc not considered signed and OR. RAM A GOEL, F.E.(047431) sealed end slgneture must De -Mad an any SONEY PM -LC,, CA It 9146 electronic copies CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BLVD., SUITE P TAMPA, FL 55641 Ph: 813-293-1868 0 k N w 0 zw `� o z In f•U^ < O VI d)2I J w>' J w� F W > m LL z� w a W13 i fu K d 0 1— z W fu 1 z 0 V Q LUzw v O U, li U- QJQHr N1 z = M_ Q `w I IL 1J1 . n Q W V , zN wV W 0 T— Z Z 3 o o w p� Oxr xr< z LU in INTERIOR HEADER 5GHEDULE OPENING 51ZE HEADER 51ZE UP TOV-4" 2-2"x6" 3'-5" TO 5'-4" 2 - 2" x 8" 5'-5" TO 8'-b" 2 - 2" x 10" W-7" TO 12'-b" 2 - 2" x 12" - _ REQUIRED AT LOAD BEARING WALL *2N LSTA18 D OTHERWISE WS 16d NAILS STAGGERED 0 /C EACH FACE OR 3-ROWS NAILS STAGGERED 0 16' O/C 2"x10"OR GREATER HEADER t6d NAILS16" 0/C TYP.BLE HEADER W/ 1/2" FLITCH PLATE FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) 16d 0 16' O/C UNLESS NOTED OTHERWISE SINGLE 2"x4" � 2"x4" STUDS TYP. CRIPPLE STUD TYPICAL SIMPSON HTT16 W/ 5 8"0 HILTI KIMK BOLT II ANCHOR W/ 6" EMBEDMENTU.N.O. / P.T. BOT. PLATE o OAR eNA'1'C UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS LOAD BEARING/EXTERIOR WALL HEADER DETAIL NAILING EIGHEDULE Connection Fastener Number of Spacing_ Joist to band ,joist, face nail I6d rommon 3 Joist to sill or girder, foe mil Nd common 3 Bridging to joist, me mil each end Rd common 2 Ledger strip 16d common 3 at each joist Sole plate to joist or blocking, race nail 16d common 16" o.c. Top or sole plate to Brad, end nail 16d common 2 Stud to sale plate, the nail Rd comma. 4 Double studs, face nail 10d common 24" u.c. Double top plates, face nail 10d common 16" o.c. Continuous header, two pieces 16d eommam 16"o., slang each edge Ceiling joists to plate, toe nail 8d common 3 Ceiling joists, laps aver partitions, face nail - Ceiling joists t . parallel rafters, face nail - 3-16 or 4-I0d common Rafter to plate, toe nail Sd common 3 Built up earner studs 16d commam 24" o.c. Built-up girders and beams, of three members 10d common 32" o.c. at top and bottom and staggered 2 ends and at each splice Wood Structural Panel/Subtlooring 19/32"-3/4" 10d nammon ae 6" n.e. edges and 10ki hot dipped gamy. box nails 12" o.c. intermediate Wood Structural P... VR""f & %4.0 Sheathing Nd common or 6" a.. edges and Nd hot dipped gal, has nails 6" u.c. intermediate and 4" o.c gable truss Gypsum YYa116uard 1 "" drywall nail 7" o.c. on ceilings N" o.c. on walls F2" 1 Y" drywall nail 7" a.c. no Ceilings 518" N" u.c. on watts 3 tab asphalt roofing shingles 11W, in. 6 fasteners per shingle 11 ga. Gal. nails with min. 3/8" diameter head ANCHORAGE METHOD d BOLT ANCHOR W f 6" EMBEDMENT BELOW (TYP.) EACH SIDE EXTERIOR FINISH 7116' EXT. O.B.B. (3) 2-r_ JAMB I"a_ TRIM i"a_ DOOR STOP � + I 1 1" G P. 8"P.T.WOODJAMB- DOOR AND CONNCE PER GARAGE DOOR MANUFACTURER FRAME GARAGE DOOR JAMB DETAIL T* WALL FRAMING ALUMINUM WINDOW FRAME 3 - #B a 1 1/4" SCREWS PER SIDE (B TOTAL PER WINDOW) 1 r 2 P.T. BUCK STRIP NAILED TO FRAMING R/ 10d NAILS B' O.C. WINDOW TO FRAME ATTACHMENT DETAIL SCALES N.T.S. STRUCTURAL NOTES: 1. CODES: 1.1 runent edition of The Florida Building rode Residential 2011 bth Edition. 1.2 Building code regulmments for reinforced concrete (ACI 316.06). 1.3 American Society of Civil Engineers minimum design loads for buildings and other structures (ASCE 1.05). 2. SOILS: 2.1 Assumed allowable soil pressure 1,500 PSI. 3. CONCRETE: 3.1 Concrete compressive strength at 28 days: 3,000 P51 (Normal weight). 3.2 Reinforcing bars: A5TM A615 (Grade 60). 3.3 Welded wire fabric (W NF): ASTM At 55. 3.4 Detall reinforcement in accordance with ACI 315. 3.5 Concrete coverage of reinforcement: Footings 3; bottom and sides. 5.6 Earth supported slobs: (Including exterior walk and driveway slabs) 3 Y" thick, reinforced with b x b - 10 x 10 V NF at mid depth of slab. Fiber -mesh may be used in lieu of W 4F at contractor's option. 3.1 Concrete operators shell wmply uAth ACI standards. Safi Lap splice shall be as follows: tt5 bar 25"; #4 bar 20' and #3 bar 15'. 4. MASONRY: 4.1 Design and construction shall conform to the spedfication of the National Concrete Masonry Association and ACI 530. 4.2 Minimum masonry unit strength: fin 1,900 P51. 4.5 Mortar shall be type'S' or'M'. 4.4 All block cells and cavities below grade shall be filled with concrete when stem well Is greater than 24" tall above grade. 5. WOOD: 5.1 Wood structural framing members: #2 Souther Yellow Pine (unless noted otherwise) with an allowable bending stress (fb) per NOS-91 - 1,250 P51 and a modulus of e1astics6y = 1,600,000 P51. 5.2 All exposed wood or wood in contact with earth or concrete to be pressure treated. 5.3 Roof sheathing: 112" C-D grade plywood (or 1552" OSB) under 30# felt under 240# fiberglass shingles 5.4 Untreated wood shall not be In direct contract with concrete. Seal Plates shall be provided at bearing locations without wooden top plates. `DOLBLE TOP PLATE ROOF FRAMING -i / N n LENGTH of SHEAR WALL (02 5YP 2X49 16' OL) AEI BOTf�Ot1 P�LAT� ALL STUDS SITAR PANEL - (061ST5 OF V2' COX PLYWOOD NAILED WITH 8d COMMON NAILS AL50 6WE WHEN F05510a 3' OL. E06E5 4 4' OL. FIELD. ALL OTHER PLYWOOD BEfYffN SHEAR PANELS 15 NAILED WITH Bd COMMON NAILS 4' OL. ED6E5 6' OL. FIELD. ALL PLYWOOD ED6E5 ON SHEAR PANEL AREAS) 51LIPFlORTED BY 2x4, SHEAR PANEL ENIDS N/ (2) SIMPSON CMST (STRAP) (OR EOUAIJ NAILED TO EA 51UD (TOP t BOTTOM). 3 4 m x�IOANGFII OR BOLT ALT. 3/4'q x b' DRILL IN ANCHOR (OR KijA1J EMMPVE17 Af ALL CO�NER5 IWO OnNIN65 (TYP) TYPICAL SHEAR WALL PANEL (W$TI SHEAR Lff6TH 15 LEh THAN 2'-0"- USE F1M� OR EQUAL A00D GLUE IN ADDITION TO NAILIN5) WOOD FRAME WALL MOLDING PRE -HUNG DOOR FRAME SHIM AS NECESSARY 10d NAILS @ 16" O.C. 3f4" FURRING NAILED TO FRAMING W/ 1Od NAILS @ 8" O.C. FRAME DOOR ATTACHMENT DETAIL (2) 2-x4- TP 2 6" LONG LAG BOLTS AWN. 1/2" DIA. W/WASH£R$ (2) 5 EPDXY GRGU� y- e' INTO Exist. Frc FRAME WALL TIE-IN DETAIL SCALE N.T.S 112" A.B. 04' OVER STUD DOUBLE III 10d 0 B" C.C. TE. III -BOTTOM SPLICE aTE LENGTHS MUST BE OVER STUD LEAST 8`0" LONG (TYP.) TYPICAL TOP BEARING PLATE SPLICE r-WI-AV wet I a NOTE: ALL FRAME PERIMETER WALLS ARE TO BE CONSIDERED SHEAR WALL SEGMENTS EXCEPT AT DOOR AND WINDOW OPENINC75 AND WALL LENGTHS LE55 THAN 2'-8" IN LENGTH. NAILING PATTERNS & SPACING @ SHEATHING FOR SHEAR APPLY TO ALL EXTERIOR WALL5. DOUBLE (S.Y.P) �---FLOOR FRAMIN � �DM TOP PLATE WB IW81 IW81 ryWl ORIPPLE STU05 (S.T.P) (J MEr,DER(S.Y.P) SIM-04 -USTAAP STRAP R EOUAL) NAILED TO STUD .I (2) 116d COMMON (EACH STUD). HEADER STUDS S.Y.P FULLLEN6TH NOTE: rAhLL STUDS SINGLE HEADER STUD (B.Y.P) FOR OFENIN65 b' AND LE55 DOUBLE HEADER STUDS FOR OPENINGS GRahTER THAT N-0' NO CONNECTOR REQ D NOTE: (Z) SIMPSON HD TYPE HOILD DOWNS REQUIRED AT THE BE6INNIN6 B END OF THE SHEAR WALL NEXT TO A MINIMUM DO BLE STUD TYP. EXTERIOR FRAME OPENIN6 0 st 5TORY ) O�\\\`M A IG LICENSE I No 4743y+ STATE OF FLORIDA �1 This Item has been electronically signed and Sealed by Ram Goes using a Digital 51gnature and date. Printed copies of this document are not considered signed and sealed and signature must be wflfled on any electronic copies Ram GoeI ,ce. I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2020 F.B.C. RESIDENTIAL TTH EDITION OR. RAM A GOEL, P.E.(1M1431) SONEY FM LLC, CAR 9146 GORY LAKE PROFESSIONAL CENTER 10329 OR055 CREEK BLVD., SUITE P TAMPA, FL 33b41 Ph: 813-293-1668 r a STRUCTURAL DESIGN CRITERIA Areas: Live Loads: Dead Loads: Dwelling Floors: 40 PSF 10 PSF Balconies: PSF B es 60 5 10 PSF Guardrails / Handrails: 200 PSF 10 P5F Baluster: 50 PSF 10 P5F Shingle Rook. 20 PSF 10 PSF Sulft-up Flat Rook. 20 PSF 10 PSF Tile Roof: 25 PSF 15 PSF GENERAL NOTES: 1. All uuork shell Conform u4th the latest adopted sell of the Florida Building Code, Mechanical Code PlumbingCode The NationalElectrical cod all II I e end epp cab a Codes and ''11 regulations, local, city, state, federal, safety board of fire unden4Hters and flm department 2. Workmanship shall be game! to the beat trade pradices. 3. NI Installations of manufacture's specifications shall be In exact compliance uAth I manufectuW3 printed Instructions. 4. contractor and I or auger shall verily all existing conditions and dimensions before AN phase of Constuction Is to commence. S. contractor and / or auger shall wordlnste all "rk betueen site, building electrical, mechanical and plumbing before each phase of Construction begins. 6. DO NOT SCALE PLANS HAZARDOUS LOCATIONS 2406.4 Hazardous Lo.W... The fdlWng ehNI be conslured apCdflc hrardous locations for the purposes of glaring: 1. blaring In Wnglhg doom excoptjaousles (gee Section 2406.4.11. 2. blazing In Bred sliding parole of sliding door assemblles and panel. In sliding and 1,14.1d doaet door aseemblbs. 3. Glazing In storm doom. 4. Glazing In NI unframed avinging doom. S. blaring In doors and endosuma for hot tuba, LUnhipoole, saunas, steam rooms, bdhwbs and shouers. Glaring In any pan of a building use endoare these comp mr-rds, ahem the bottom exposed edge of Me glering I. Isss then 60Inches ( 1524mm )above such standing aulfia a. 6. Glaring In an IMMdual good or operable panel adjacent 0 a dooru4lert Ma nearest vertical edge Is uAmin a 24-loon ( 610 mm ) arc of eaher vertical edge !the door In a dosed position and uMem the bottom edge a the glazing Is less then 60 inches (1524mm) above the ualking suneee. CONNECTION SCHEDULE Manufacturer Model No. FL Product Approval Location / Use Name SIMPSON "META-20" a11413.3 AT ALL TRUSS/ MASONTY WALL CONNECTIONS SIMPSON "MT5-17 a10456.8 AT ALL RAFTER FRAMEHALL CONNECTIONS SIMPSON 'LSTIM' a 10652.6 EMBEDDED IN BLOCK CELL MORTA TO STRAP DOWN P.T. WOOD BEAMS ON TOP OF CONC. BLOCK COLUMNS SIMP50N "H10" a 10456.3 AT ALL WALL PLATES/RAFTERS SIMPSON "ECC66" a10660.3 CAP LUMBER BEAM CORNERS ON P.T. POST SIMPSON 'ECCLR' a 13904.3 CAP LUMBER BEAM CORNERS ON F.T. POST SIMPSON "A25" Ar,gle a 10446.1 ANCHOR P.T. HOOP POSTS ON TOP FLYWOOP FLOOR 51MP50H 5P7 a 10456.11 0 TOP PLATES SIMPSON "Sri, a 10456.11 ® BOTTOM PLATE SIMP50N •ABA66° a 10bb0.2 ANCHOR P.T. POSTS ON TOP OF NEW CONCRETE FOOTER SLAB. USE 1bd Nalls W/ "HH4' TO ATTACH SIMPSON "HH4" a 10446.9 FLOOR BEAM TO P.T. WOOD POST SIMPSON •HGU548" USE 16d Nails W/ "HGU548" TO a 10655.4 ATTACH FLOOR BEAM TO FRAME WALL BASE BOARD "HU528" HEAVY DUTY JOIST HANGER -AT ALL SIMPSON a 10655.24 PERPENDICULAR CONTACTS TO SECURE FLOOR JOISTS TO WALL LEDGER BOARD SIMPSON "MBHA3.56/9.25" a 13904.5 AT BEAMIBLOCKNIALL CONNECTION Note: 1. Any products that arc substituted, must meet or exceed products specified. Contractor "must" provide data to building Inspector at time of Inspection. STRUCTURAL NOTE5: 1. CODES: 1.1 Cument edition of The Florida Building code Residential 2020 Tth Edition. 1.2 Building code requirements for reinforced concrete (ACI 315.06). 1.3 American Society of Civil Engineers minimum design loads for buildings and other structures (ASCE 1.10). 2. SOILS: 2.1 Assumed dlourble soil pressure 1,500 PSI. 3. CONCRETE: 10 20 50 100 Zone 1 19.52 -30.4 17.76 -28.9 16 -28.8 16 -27.2 2 19,52 -52.9 17.76 -49.6 16 -43.2 16 -38A 3 19 52 -78A 17.76 -73.6 16 -67.2 16 -62.4 4 29.5 -31.9 28.2 -30.6 26.5 -28.9 25.1 -27.6 5 2S.5 -393 28.2 -36.7 26.5 -33.2 25.1 -30.6 ZONE 1 • ROOF INTERIOR ZONE 4 • WALL INTERIOR 3.1 concrete compressive strength at 28 days: 3,000 PSI (Normal uuelght). ZONE 2 • ROOF EDGE STRIP ZONE 5 • WALL CORNER 3.2 Reinforcing bore: ASTM A615 (Grade 60). j ZONE 3 • ROOF CORNER 3.3 irulded uAre fabric (A NF): ASTM Al85. BUILDING DIMENSIONS 5.4 Detail minforcemem In accordance u4th ACI 515. ROOF SHEATHING FASTENING SCHEDULE 3.5 Concrete coverage of reinforcement: Footings 3; bottom and aides. STD, so RING -SHANK NAILS AT 6" O.G. DIM 9.6 Earth supported slabs: (Including exterior walk and drivauay slabs) 3 AROUND AR ATEDGES AN0 YS' thick, reinforced uAth b x b - 10 x 10 W WF at mid depth of slab. PERIMETER INTERMEDNTE SUPPORTS. 6fea FlbeM1meah they be used In Ilea of W WF at Contractors option. ad NAILS AT 6" O.G. AT ED69S AND b 21 feet, 91n0es ' 3.1 Concrete operators !hall complyuAth ACI standards. INTERIORith INTERMEDIATE SUPPORTS. 3.B Lap spll- shall be as follows: a5 bar 25'; a4 bar 20' and a3 bar 15". c 4abpe d slue 4. MASONRY: 4 feet 4.1 Design and Construction shall Conform to the specification of the j h 20 fee, o Inches National Concrete Masonry Assodabon and ACI 530. s u:4 a ova 42 Minimum masonry unit strength: fm 1,900 P51. 4.3 Mortar shall be type 5 or M . 4.4 MI block calls and cavities below grade shall be filled uAth concrete when stem wall Is greater than 24'ta11 above grade. 5. WOOD: 5.1 Wood structural framing members: a2 5outhem Yellou Pine (unless noted ' othenWse) with en sllaunble bending stress (Po) per ND5-91 • 1,250 P51 and s modulus of eiastidty • 1.600,000 PSI. 5.2 NI exposed urood or wood in contact uAth earth or concrete to be pressure treated. 5.3 Roof sheabling: 1/7 6-0 gmde plywood (or 15/37 OSB) under 30a Felt under 240a fiberglass shingles. 5.4 Untreated wood shall nor be In direct Contract with concrete. Seat plates shall be provided at bearing locations uAthout "Olson top plates. ,. P.KawhegBerc .k �ening a, a ,ore pem.no tba a be,�,enae„e , ,gl.dng Residential Termite Protection Window and Door Schedule 2. Where access through the door l. loa duct or storage mac 3 feet (414 rum) or less In depth. blazing In this applicalon shall comply u41n Section 2406.4, Item 1. ' R 516.1 Termite Protection. Termite protection ahall be provided by registered tennRlddes, Including soil 3. Glazing In u 113 perpendicular 0 the plan of the door in a dosed position, other than the well applied pesticides, balling Systems and pesticides applied to wood, or other approved methods of termite loused, uhitrh the door aWrgs wren opened, In one and Wo filmy aue8ings or marlin dueNlng unb protection labeled for use Be a preventative treatment to new wnstnuctlon. See Section 202. Registered In Group R-2. termiticide. Upon completion of the eppllcadon of the termite protective treatment, a Certificate of 1. Glaring In an Individual Pond or operable panel, other than those Iocattuns described In Compliance shell be Issued to the bullding department by the licensed pest control company that Contains pmzadktg Items 5 and 6, which meets an a the faiauing conditions: the fallowing statement: "The building hoe received a Complete treatment for the prevention of subterranean termkes. Treatment Is In accordance udh rules and leus established by the Florida 1.1. Exposed are• of an Indvidual pane greNer than q Co. R. ( O.B4 m2 ); Departmentof Agriculture and Consumer Services." 7.2. Exposed bottom edge less bran 18 Inches (451 mm) above the Boor, 1.3. E_V= lop edge than 36 Inches (914 mm) above the floor, R 31 b.1.1 If Boll treatment Is used for subterranean termite prevention, the Initial chemlcal soil treatment ' greater and 1.4. One or more u,Nkln au F- W Wthln 36Inches (914 rum) g Inside the foundation perimeter shall be done after all excavation, backfllling and compaction is Complete. hori:om.lyathe plane ante glaring. brrapuons: Sefey glazing a Bems 1 Is rout roqulred for the follming Instanatlona: R 31 B.1.2 If sol) treatment Is used for subterranean termite prevention, Coll area disturbed after Initial li chemical 5oll treatment shell be retreated uAth a chemical soil treatment, including spaces boxed or 1. A protective bar 1 1/2 Inches (36 rum) or more In height capable of Wthstanding a horizontal formed. IOW of 50 pa (730 Wm) uahout contacting the glass Is Installed on the accessible sides a Me glazing 34 Inches (864 rum lo%5 mm)abwe the Boor. 2. The outboard pone In In WhIl glass unb or m.Wple glaring umerc the bottom -posed edge of the glass is 25 Poet (1620 mm) or more above ary grade, roof, melons surface or other horizaraal or eloped (uAtfhln 45 degrees (0.78 red) of horizontal) suNece adjacent 0 the glass warrior. j B. Glaring In guards end railings, including sbudural bauater panel. and hmotrucluml "I panels, regardless of - or height stave a uWkbhg surisce. 9. Glaring In walls and fences enclosing Indoor and outdoor Wmming pools, hot Wba and apes uAhem al or the follcu nq conditions arerese pnt: 9.1. The bottom edge of the glaring on the pool or cps aide Is lees then 60 McJ1es ( 1524 rum )above the uWkh9 aA.. on the pool or spa else of the gl.ing; and 4.2. The glazing Is WNIn 60 Inches ( 1524 rum) horizantatiy I the uatds edge of a Wmming pool or spa. 10. Glaring Wj•cent to st bua s. landings and romps uAbhln 56 Inches ( q14 rum ) horizonaly of a mmaking surface; When the exposed surface of the glass Is less than 60 Inches ( 1924 rum) stove the plane a the Cascara uglklrg eUK-. 11. GIdn9 adjacent to stainmys uehln 60 Inches (1324 mm ) horizontally or the bottom tread a e stag-y In any dbedbn Wth ten the exposed surface of the glass Is rose an 601nches ( 1524 rum ) above the nose of the tread. Excopdorhs: Belay glazing for Item 10 or 11 Is not red Wred for the follW ng Inslelletlona where: 1. The aide of a stall uy, lading or rump uAlch has a guard or hendrall, Induding balusters or "I panels, compk/ng mean the PmAsI ns a Sector, 1013 and 1601.1 and 2. The plane a the glass Is grouter than 15 Inches (451 rum) from railings. 2406.4.1 Exceptions. The foNaWng products, materials and uses shall nor u considered specific hazardous locations 1 Owings In doom through Wsoh a 31ncJh (16 rum) sphem la unable 0 pass. 2 D contive glass In Section 2406.4, Item 1, 6 or 1. j 3. 61,Wng mderial. mud Be curved glazed panels In h vmIng doom. 4. C,*_Cda mWgaded ca ineb glazed doom. 5. Gloss block panels compt mg MM Section 2101.2.5. 6. Louvered uAndcua and jeioueles complythq With the %qulrementi of 5e4an 2403.5. 1. Mkrom and other glass panels mounted or hung on a surface tut provides a coranuous backing support. 2406.5 Fire upartrnera access panel.. Fire depMment glass eccoss pantie shall be tempered glees. ForInsularig glass unb, al pen. shall W tempered glass. Number Type Size Notes Door or Window Florida P Manufacture Name Approves Number 9 Single Hung Wlndau 3646 "no- 51LVERLINE FL14911.5-R12 7/23/2031 1 Exterior Door 3068 Door PGT FL 253.E R-22 1/23/2024 Note: 1. Contractor "MUST coordinate and consut with uAndau and door manufacture for exact rough opening size before any Installation or Construction begins. All wlndaLw and doom that are numbered, or either a new Install or changeout. 2. Amy products that are substituted, must meet or exceed products specified. Contractor "must' provide data to building Inspector at time of Inspection. 3. All wlndaun arc called out In Inches x Inches and doom are called out in ft-In x ft-in. roduct ExplretlonDate 1ptememean termite In R r formed d for t treatment ant Installation ti placed forms sufficient ri deg or to y other purpose nude floors boxed out- . or formed for the subsequent Insallation a plumbingtra a, drelna or an other u ose shell be created by g P permanently P p any planned soll disturbance after Initial chemical Coll treatment. R 31 B.1.4 If soil treatment Is used for subtemneen termite prevention, chemically treated Coll shall be protected with a minimum 6 mll vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. Any work, Inducting placement of reinforcing steel, done after chemical treatment until the Concrete floor Is poured, shall be done In such manner as to avold penetrating or disturbing treated Coll. R 318.1.5 If soil treatment IC used for subterranean termite prevention, concrete overpour or mortar j accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R 318.1.6 If soli treatment is used for subterrnean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade UAMIn 1 foot (505 mm) of the primary structure sldelualis. j Also, a vertical chemical banter shall be applied promptly after wnstrudlon Is completed, Inducing initial landscaping and In igatlon/sprinkler Installation. Amy soil disturbed after the chemical vertical bander Is applied shall be promptly retreated. R 318.1.7 If a rcglstered temPocide formulated and registered as a balt ayatem Is used for subtemnean tennis prevention, Sections 1816.1. ithrough 1616.1.6 do not apply; hauever, a signed Contract assuring the Installation, maintenance and monitoring of the baking system for a minimum of 5 years from the Issue of the Certificate of Occupancy shall be provided to the building offldd prior to the pouring of the Nab, and the system must be Installed prior to Anal building approved. If the balling system directions for use require a monitoring phase prior to installation of the pesticide active Ingredient, the Installation of the monitoring phase Components shall be deemed to constitute installation of the system. R 316.1.b If a registered termklcide formulated and reglstered as a wood treatment Is used for j subterranean termite prevention. Sections 1616 1 1 through 1B16.1 6 do not apply. Appllcatlon of the wood treatment termltidde shall be Be required by labai directions for use, and must be completed prior W final building approval. Changes In framing or additions to framing In areas of the structure requiring treatment that occur after the Initial u/ood treatment must be treated prior to final building approval. R 318.2 Pentmilm. Protective sleeves around piping penetrating Concrete slab on grade floors shall not Lie a cellulox comming materials. If soil treatment Is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 Inch (0.254 mm), and be sealed UAW the slab wiing a no oomasive damping device to eliminate the annular space between the pipe and the sleeve. No ficides l be applied Inside e sleave. SOIL 51TO BE COIMPACTED TO 95%hMODI MODIFIED PROCTOR A5 DEFINED BY ASTM D 1551- 91. DESIGN WIND CRITERIA (FBC 2020 7th ED.) WIND SPEED M: 140 MPH G CWSIFICATIOND IMPORTANCE r 10 FACTOR(B: ND E%F09URE:RNAL PRESSURE COEFFICIENT(GGN) DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT It CLADDING MATERIALS: TABb - 35 A5CE 1-10 DOORS 41.13 PSF WINDOWS 4`1 5F5F NOTE: THIS BUILDING HA5 SEEN DE516NED TO RESIST "Noll OUGEO SHEAR AMP UPLIFT FORGES, AS SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING CODE, 2020 RESIDENTIAL 1th EDITION, SECTION R WI IJ1) WITH A 3 SECOND WIND GUST e;. r L v T a *FS HIP ROOFS 104 4 0 & 301 For S1: 1 foot. = 304.3 mm„ 1 degree = 0.0175 red_ Rote: a = 4 fees In all cases.: FIGURE R301.2(7) COMPONENTANDl LAD WNG PRESSURE ZONES Y to LU O z I� .rat pow e,xm cal \\\\1tA /� o �i, \� LICENSE r m. Ram Goer N STATE OF i FLORIDA �� \ I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH /II �1\\`\ THE 2020 F.B.C. RESIDENTIAL TTH EDITION Cola item has been signed and lslaltronicallyDigs xaled by Ram Goel using a Digital Signature and date. Printed copies a thia document arc not considered signed and sealed and signature must be verified on any DR. RAM A. GOEL, P.E. a47431 CONEY' FM LLR, CA a pies electronic Copies GORY LAKE PROFESSIONAL CENTER 10K 10329 CRO55 CREEK BLVD., SUITE P TAMPA, FL 33641 Ph: 613-2931868