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L ff REVISIONS: 1 INDEX OF DRAWINGS AO INDEX OF DRAWINGS, SCHEMATIC SURVEY, SITE LOCATION MAP SO STRUCTURAL NOTES, WIND PRESSURES 10 Al EXISTING FLOOR / DEMOLISH PLAN S1 NEW FOUNDATION PLAN A2 EXISTING FRONT & REAR ELEVATIONS S2 NEW LINTEL PLAN, NOTES & TABLES A3 EXISTING RIGHT & LEFT ELEVATIONS S3 NEW ROOF FRAMING PLAN A4 EXISTING ROOF FRAMING / DEMOLISH PLAN S4 BUILDING SECTION A5 NEW FLOOR PLAN S5 BUILDING SECTION A6 NEW FRONT & REAR ELEVATIONS S6 BUILDING SECTION A7 NEW RIGHT & LEFT ELEVATIONS S7 BUILDING SECTION & NEW MASONRY OPENING IN EXIST.WALL A8 NEW ROOF PLAN S8 FOUNDATION & STRUCTURAL DETAILS A9 DOOR & WINDOW NOTES, TABLES S9 STRUCTURAL FRAMING DETAILS A10 WINDOW JAMB / SILL DETAILS & FLASHING DETAILS S10 STRUCTURAL FRAMING DETAILS El NEW ELECTRICAL FLOOR PLAN S11 STRUCTURAL FRAMING DETAILS _ "�'b •, i\ \\�_ / �. t, i" -'9, m .: 1t i� �/"3 . YiiWnGell s . �•, pEcev'�'� �.. �F'°� . , \._\• \\ I < 11 ,> I GrandtaNer Dlock,.' , , , y •. - Q, J}�, ��\ ,.; cis 'ye.. 4: .. - `iti _ �� � ~` ' . r ' ,�.• �' �,°�, 1 ^\ o 4pJe Rl�ec y IRiverPmk Light Show 1 4f -i,- 1 . - ^9 TI, 9e ua Ina ,�'�S, �=9 - q._ 1 :/• ,/�, •-✓ Y a.� •�q�?� \ Add ce.AlltO ,pvs leh , '^ o� •E7 �rQ�, ./ � � � ' �. ;• 127 Nun ast Estla =-w: saa a 1 /. '/.. �''� of - ,,, �K' ° r�7; r'yd�•�J° �p `. ,finny Days ALF / .PNC Bank Avd TM i __ - _' y,. , �a% � . Via, •\ / #� " .'i: i�•ir � � �i �I I� II 11 I �� V � ,,.I jl �f 1. I SITE LOCATION MAP J 'f''3 A 1 r� ` - j}, fir, L_i f p ,�. � y71 \ �:;•. °.,.: Spans � ©��6 a LOCATION OF PROPOSES CONSTRUCTION SCHEMATIC SURVEY 1/32" = V-O" 0 125 25' SCALE (In Feet) Z W) O 00 Z Q J J Q W w Cn U � w W W I UZ . Z r'^ w IN VJ i• P•N ENGINEERING GROUP, Michael A. Thompson PE # 47509 4401 Vineland Road, Suite A6 Orlando. FI. 32811 407-734.1450 www.tegfi.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET AO REVISIONS: ]■ AREA CALCULATIONS A / C EXISTING : 1, 199 SQ. FT. FRONT PORCH : 90 50. IT. BACK PORCH : 31 1 SQ. FT. GARAGE: 442 50. FT. TOTAL AREA: 2,042 SQ. FT. Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.07 16:21:49-04'00' DEMOLITION NOTES 1. REMOVE EXISTING CONSTRUCTION FROM STRUCTURE TO REMAIN 50 THAT JOINTS ARE CLEAN BETWEEN NEW AND EXISTING CONSTRUCTION. 2. PROTECT EXISTING FINISHES (CARPET, TILE, ETC.) 50 THAT ti FINISHES ARE CLEAN TO BE REUSED AT THE COMPLETION OF THE JOB. 3. ALL DIMENSIONS ARE NOMINAL (UNLE555 NOTED OTHERWISE. FIELD VERIFY ALL DIMENSIONS. 4. SHORE 4 BRACE ALL CONSTRUCTION PRIOR TO REMOVAL OF STRUCTURAL MEMBERS (EX.: HEADERS, WALLS, ETC.). 5, DISPOSE OF ALL DEBRIS d RUBBISH IN AN ENVIRONMENTALLY SAFE MANNER ACCEPTABLE TO LOCAL JURISDICTIONS. G. KEEP EDGES OF DEMOLITION AREAS CLEAN AND READY FOR NEW CONSTRUCTION. 7. TERMINATE ALL EXISTING SERVICES AS REQUIRED BY ALL APPLICABLE CODES. 8. PATCH ALL WALL5, FLOORS, ETC. A5 REQUIRED. N Fg;'-2" 34'-%" 3 I'- I C2' 14'-9Y2' 19'-G° 0° II'_0° -0" II'-0° -0° G'-ICY2 REMOVE EXISTING WINDOWS 4 PORTION OF WALL 4'-10" L 7'-2Y," 2'-W2" 19'-1 " CLQSEr p 0 o REMOVE EXISTING DINING BATH DOOR t WALL FINISH FLOOR FINISH FLOOR 6.F.F, IQTCHEN (-)0'-G° B.F.F. FINISH FLO ROOM r� FINISH FL00R ° B.F. . r� FINISH FLOOR 0-0° REMOVE EXISTING 0'-II"A.F.F• PARTITION WALL 4 DOORS w REMOVE EXISTING g WALL5 E DOOR -- FINISH FLOOR S (-)0'-G' B.F.F. OFFICE GARAGE W� FAMILY REMOVE EXISTING FINISH FLOOR WINDOW 7 ROOM BATH ® REMOVE EXISTING FINISH FLOOR DOOR 4 CONCRETE 0'-11°A.F.F. STEP FOYER FRONT PORCH FINISH FLOOR B.F.F. REMOVE REMOVE EXISTING EXISTING COLUMNS 14'-9Y2" G-5" PLANTER 15'-8° 10'-4" 8'-01 8'- I I" 3G'- I Cl/Z GG'-2" —REMOVE EXISTING WINDOWS, COLUMNS, WALLS 4 DOOR. ®y 0�0(? FIEVIEWED FOR ap �, COMPLIANCE S UCIE COUNTY BOCC NN I l� N C0py O Cn N 1EXISTING FLOOR / DEMOLISH PLAN Z W) O OO t 0 Z 0JJ aLL a�w W V U W W -I U Z - Z LLJ iN U) 111 -1 ::TECP THONPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite A6 Odando. Ff. 32811 407-734-1450 wwwteg8.com IF MM*ll DATE: 08/07/20 SCALE: AS NOTED DFRAWN BY: J.F. SHEET ft Al Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically • r .• • ucvisi3', signed & sealed by Michael A. Thompson >r Na�i51!!1 using a digital signature. I * Irk • 9TATP OF / �ORioP Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.07 ROOF TC 16:22:10-04'00' A/C UNIT T.O. WAI I 8'-0" A.F.F. -- 5TUCCO FIN15H Q5 FINISH FLOOR -- — — — — — — — — — — 0'-II'A.F.F. — — — — — — — — — — — — — — — —------------ METAL COLUMN � ROOF TC A/C UNIT rr. T.O. WAI I — • STUCCO FIN15H BRICK COLUMN FINISH FLOOR ( )d-10° B.F.F. -- 5TUCCO FIN15H �00 1EXISTING FRONT ELEVATION FILE COPY - 601 �-Iii I ------------1-- le FINISH FLOOR 0'- I I " A.F.F. EXISTING REAR ELEVATION 1/8"=1'-0" f REVISIONS: l Q J J Q L Q w En mow? wwI U Z . Z � w cu cn 0_ �- Fn x w O X 0— IITEG THONPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite As Orlando. FI. 32811 407-734-1459 www.teg8.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET A2 Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.0716:22:32-04'00' � K•1r�L\I� METAL COLUMN FIN151-1 FLOOR 0' O" T.O. WAI I — — — — — — — — — — — — — — - 10'-d' A.F.F. T.O. WINDOW — — — — — — — — — — — cio BRICK COLUMNH-1 rra FINISH FLOOR (-)0'-10° B.F.F. --------- BRICK COLUMN (- 0- i FLOOR (-)0'-10° B.F.F. 1EXISTING RIGHT ELEVATION METAL COLUMN — _ r� FINIBFi FLOOR A.F.F. FIDE COI'1 REVIEWED FOR CODE ®COMPLIANCE S1 ■ LUCIE COUNTY BOCC EXISTING LEFT ELEVATION 1 ff REVISIONS: Z K� O 0 Z 1O Q LL a �= w w Cn U IxwZD w w J UZ . Z I- wF—^ N(� a �— _ En'- af w O cr 0— ::TEG THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Odando. FI. 32811 407-734-1450 wwa.tegR.com IF �%1111 DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET A3 REVISIONS: l 19 REMOVE U15TING ROOF RAFTER D05TING ROOF RAFTER TO REMAIN �� LICEN�E i No.47509 3 STATE OF: i* A.OR10,Qr�Q►� �'Ss/ONALE� Digitally signed by MICHAELTHOMPSON Reason:This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.0716:2259-04'00' IRED D05TING %NG TAIL REVIEWED" FOR C®DE COMPLIANCE ST. LUCIE COUNTY DOCC FIDE COPY 1EXISTING ROOF / DEMOLISH PLAN Z K) O OO I0Z� Q J J Q V- Q W_ W LU U I W ::) W W J UZ . Z � �-- W N W W O ::TEG THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite A6 Orlando. Ff. 32811 407-734-1450 www.teg8.mm DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET A4 cV / v / /N / / - / / / / 7-G° SETBACK LINE / / / rlrl&i 4'-4" 1 '42° /3'-0" 3'-O' 13'0° I I'-(y2 2'-8° L 5'-4" 3'-0° L G'-4" G'-G° 5'-101 / 4° EXTERIOR CONCRETE PAD, SLOPE SHALL NOT EXCEED 2% / O O _j I— e o O O EGRESS e / o FINISH FLOOR KITCHEN °' BREAKFAST D'-o° F= OFFICE MASTER BATH $4 O FINISH FLOOR (-)0-G" B.F.F. FI-GN15H FLOOR (-)0'" B.F.F. / STEP O / STEP ISLAND 4 O O a ` CLOSET O Ov STEP 4'-4" G'-0° 2' O W.I.C. STEP DINING STEP A FINISH FLOOR (-)o'-G° B.F.F. 2'-8 ROOM STEP r� FINISH FLOOR STEP A.F.F. = - FINISH FLOOR ai (-) I'-2" B.F.F. O p FINISH FLOOR LAUNDRY STEP (-)O'-G° B.F.F. s STEP FOYER GARAGE LU FAMILY "U le FINISH FLOOR O 0-0° ROOM BATH ® FINISH FLOOR STEP 0'-1 I ° A.F.F. Gf> O FRONT PORCH 4 FINISH FLOOR (-) I'-0" B.F.F. 14-512 6'-9" I5'-8" 10'-4" 2LIV2" 8'-0. 6-11" 3G'- I QV2" 29'-32° GG'-2° NOTE: OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS, OR STEEL DOORS NOT LE55 THAN I V8 THICK, AND 20 MIN FIRE RATED AREA CALCULATIONS A / C EXISTING : I, 199 SQ. FT. - FRONT PORCH : 90 SQ. FT. REAR ADDITION : 7G8 SQ. FT. GARAGE: 442 50. FT. TOTAL AREA: 2,499 SQ. FT. No. 4/01p O� 8�TA1r OF N�� (V Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed &sealed by Michael A. Thompson using a digital signature. Printed copies ofthis document are not considered signed and sealed and the signature o must be verified on any electronic copies. n Date: 2020.08.0716:23:32-0400' FILE COPY N_EW FLOOR PLAN REVISIONS: C) Z Q LL Q W W C w U Z) LV U W Z -A- - Z w � N U) W Ix O w 0- ::TEG THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Orlando. A. 32811 407-734-1450 llIllb WvW.tegf.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET A5 REVISIONS: r� T.O. WIND.FOW _— 8'-0° A.F. STUCCO FIN15H e FINISH FLOOR -- 0-I I"A.F.F. NOTE: %- 5TUCCO FIN15H WITH • TWO WATER-RE515TIVE BARRIERS IN5TALLED A5 REQUIRED BY R703.2. THE INDIVIDUAL LAYER5 5HALL BE IN5TALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOU5 PLANE AND ANY FLA5HING INTENDED TO DRAIN TO THE WATER-RE515TIVE BARRIER 15 DIRECTED BETWEEN THE LAYER5. (MC-RE5IDENTIAL R703.2 ONE LAYER AND R703.7.3 STUCCO) • LATH AND LATH ATTACHMENT, (R703. I) • STUCCO (EXTERIOR PLA5TER) THICKNE55 OVER CONCRETE AND WOOD FRAME. (R703.7.2, A5TM C926) • WEEP SCREED FOR FRAME TRAN5ITION5 AND TERMINATION5. (R703.7.2. I ) ROOFTOP NC UNIT /� T.O. WINDOW — — — — — — — — — — — FINISH FLOOR ROOFTOP A/C UNIT 'LICENSE' t No.47509 �. STATE OF Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.07 16:24:33-04'00' `STUCCO FIN15H --------�— FI0'-0' B.F.NISHFLOORF. FIEVIEWED FOR NEW FRONT ELEVAIFRWMPLIANCE LUCIE COUNTY O °' FILE. C®Py ---------- T.O. WAIN � 10'-0" A. F.F. _-----7 — — — — — — n T.O. WDW./DOOR STUCCO FIN15H FINISH FLOOR 011 1N_EW REAR ELEVATION ID Z w') QJ I Q LL Q �• W W (n U cr W ::) W W J U Z Zr�� W (V Cn w NW O Ix CL ::TEG THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Odando. FI. 32811 407-734-1450 waw.tegfl.00m DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET A6 REVISIONS: 11 t K•)t47:1�� NOTE: Y8 STUCCO FIN15H WITH • TWO WATER FZ515TIVE BARRIERS IN5TALLED A5 REQUIRED BY R703.2. THE INDIVIDUAL LAYER5 5HALL BE IN5TALLED INDEPENDENTLY 5UCH THAT EACH LAYER PROVIDES A 5EPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER-RE515TIVE BARRIER 15 DIRECTED BETWEEN THE LAYERS. (PBC-RESIDENTIAL R703.2 ONE LAYER AND R703.7.3 STUCCO) • LATH AND LATH ATTACHMENT.(P.703.1) • STUCCO (EXTERIOR PLA5TER) THICKNE55 OVER CONCRETE AND WOOD FRAME. (R703.7.2, A5TM C92G) • WEEP 5CREED FOR FRAME TRANSITIONS AND TERMINATION5. (R703.7.2.1) A T O WINDOW _ _ 11_ G WINDOW '-8° A.F.F. �FIMSH FLOOR _ 0'-0° f='LICENSE S No. 4= _* 4, NOTATE OF 'a`�` Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.0716:24:58-04'00' )fiti1<r�1,IdiP�t.1 ;CO FINI5H 3TEP5 BEYOND FIN15H FLOOR � E,VIE - FOR CE NEW RIGHT ELEVATI LUCIE COUP 1° /8"= -0" BOCC al',IIII -I I,IIII']1111111 - I `� w iiAlm� NEW LEFT ELEVATION 1/8"=V-0" FIDE COPY Q I J Q LL Q �— W_ W � U IxW W W _1 UZ Z W N (n 0 Cr O r IL :TEG sPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite A6 Orlando. Ff. 32811 407-734-1450 w,wv.teg0.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET A7 0 THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. (FBC-RESIDENTIAL 80G.2) ATTIC VENTILATION CALCULATION PER 1`13C2017 GTH EDITION R8OG: MIN. 40% - MAX. 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). THE MINIMUM NET VENTILATION AREA SHALL BE 1/300 OF VENTED SPACE: TOTAL VENTED SPACE= TOTAL 5QF / 300 = NET 5QF NET FREE VENTILATION REQUIRED TOTAL VENTED SPACE FIR5T FLOOR = 7G8 / 300 = 2.G 5QF GENERAL CONTRACTOR TO PROVIDE OPENING ROOF VENT5 A5 REQUIRED TO EXCEED 2.G 5QF OF ROOF VENTILATION PER UNIT NEW ROOF PLAN 1/8"=1'-0" Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.07 16:26:41-04'00' FILE COP`( ■ REVISIONS: Z K) O OO 0 Z � 0 F- U) Of w O Ix CL UMTEG TROMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vneland Road, Suite A6 Orlando. FI. 32811 407-734-1450 www.tegfl.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET A8 F REVISIONS: General Notes 1. WINDOW PRE55URE5: ALL WINDOWS TO BE DE51GNED FOR WIND LOAD PRE55URE5 A5 NOTED IN SCHEDULE. 2. ALL NEW EXTERIOR DOORS AND FRAMES TO BE DESIGNED TO WITHSTAND 135 MPH ULTIMATE WIND LOAD (FBC). 3. VERIFY ALL DOOR SIZES AND FRAMES PRIOR TO IN5TALLATION TO A55UPE PROPER OPERATION OF DOOR UNIT. 4. 5UBMIT EXTERIOR DOOR AND WINDOW COMPLIANCE REPORTS 51GNED AND SEALED BY LOCAL LICENSED STRUCTURAL ENGINEER FOR ANY NEW DOORS OR WINDOWS. 5. ALL TRIM AROUND WINDOWS AND DOORS TO BE VERIFIED W/ OWNER. G. FIELD VERIFY WINDOW AND DOOR MANUFACTURER'S ROUGH OPENING DIMENSIONS AND COORDINATE W/ REQUIRED BLOCKING FOR ACTUAL ROUGH OPENING IN CMU WALLS. MAXIMUM SHIM SPACE SHALL BE 1/4" ALL AROUND. 7. ALL HANDLES TO BE LEVER HANDLES AND SAME FIN15H. 8. ALL EXTERIOR DOORS TO HAVE METAL THRE5HOLD5, WEATHER5TRIPPING AND KEYED VANDAL RE515TANT LOCK5ET WITH NRP HINGES. 9. COORDINATE LOCK REQUIREMENT5 ON DOORS WITH OWNER. BEDROOM 4 BATHROOM DOORS TO HAVE PRIVACY LOCK. Door / Window Legend AL - ALUM. 5TOREFRONT - FAC. HS - HORIZONTAL SLIDER FIN. - 5EE WDW ELEV. IM - IN5ULATED METAL BF - BI-FOLD NO - NONE BP - BI-PASS PKT - POCKET DH - DOUBLE HUNG 5C - SOLID CORE WOOD FP _ F16ERGLA55 REINFORCED 5GD - SLIDING GLA55 DOOR PLASTIC 5H - SINGLE HUNG FR - FRENCH 5T - STEEL FX - FIXED WD - WOOD GLB - GLA55 BLOCK WDP - WOOD PAINT HC - HOLLOW CORE WOOD WDV - WOOD VARNISH HM - HOLLOW METAL WP - WOOD PANEL Finish Hardware 1. FIN15H HARDWARE SHALL BE IN5TALLED IN ACCORDANCE WITH PROPER PRACTICES RECOGNIZED BY THE DOOR AND HARDWARE INSTITUTE, 771 1 OLD 5PRINGHOU5E ROAD, MCLEAN, VA. 22102-3474 (VERIFY LATE5T ADDRE55 AND PHONE) AND AN51 BHMA A-156 SERIES, ADA, AND FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS ACCESSIBILITY STANDARDS. 2. SUPPLIER: FINISH HARDWARE SHALL BE FURNISHED BY A COMPANY HAVING APPROPRIATE TECHNICAL KNOWLEDGE AND EXPERIENCE TO CORRECTLY INTERPRET DRAWINGS AND SPECIFICATIONS. SUPPLIER SHALL BE PREPARED AT ALL TIME5 DURING PROGRF-55 OF INSTALLATION TO PROMPTLY PROVIDE COMPETENT ARCHITECTURAL HARDWARE CONSULTANT (AHC) TO APPROVE IT5 COMPLETE INSTALLATION IN ORDER THAT ALL ITEMS SHALL BE IN5TALLED IN THE BEST MANNER AND FUNCTION PROPERLY. DOOR SCHEDULE 0 C&C WIND PRESSURE (ULTIMATE) LOCATION I.D. 51ZE COLOR TYPE AREA 5QF. ET W/ +GCp, (Ff) NET W/ -GCpc (F'50 FOYER I 3'-O" x G'-8° By Owner Metal 20.1 +39.1 -51.2 BREAKFAST 2 (2)3'-O° x G-8° By Owner Metal 40.2 +39.1 -51.2 ROOM 3 (2)3'-0" x G-8° By Owner Wood 40.2 - - LINEN 4 3'-O" x 6'-& By Owner Wood 20.1 MA5TER 5 2'-8" x 6'-& By Owner Wood 15.1 BATH 6 2'-G' x G'-8° By Owner Wood 16.8 LINEN 7 I'-4° x G'-8" By Owner Wood 8.9 W.I.C. 8 1 2'-G- x G'-8° I By Owner Wood 16.8 - SEE GCFED DI - INSUL. METAL D2 - WOOD PANEL WINDOW SCHEDULE 0(ULTIMATE) C8C WIND PRESSURE LOCATION I.D. ROUGH OPNG.521! TYPE AREA SQF. qET W/ +GCp1 (pm) NET W/ GCpi (p5f) ROOM 3 A 5'-1 1 112N 3'-1 1 1/2' Alumnum Single Hung 24.0 +39.1 -51.2 ROOM 3 B (3)2'-1 1 1/2°x 2'-1 1 1/2- Aluminum Faced 27.0 +39.1 -51.2 BATH C 3'- I 1 1125c 3'-1 1 1/2" Aluminum 5mgle Hung I G.0 +41.0 -54.9 ROOM D 3'-11 1/2'x3'-11 1/2' Alumnum 5ingle Hung IG.0 +41.0 -54.9 ROOM 2 E 3'-1 1 1/2 x 3'-1 1 1 /2° Aluminum Single Hung I G.0 +41.0 -54.9 ROOM 2 F 1'-1 1 1/2'x 2'-5 112' Aluminum 51ngle Hung 5.0 +41.0 -54.9 ROOM G 2'-1I, 1/2x5'-11 1/2" Aluminum 5mgleHung 15.0 +41.0 -54.9 NOTES: - ALL WINDOWS ARE WEATHER MA5TER, FIXED OR SINGLE HUNG WITH 5CREENS INSULATED E-GLA55 - ALL WINDOW DIMENSIONS ARE NOMINAL, TO COORDINATE W/ WINDOW MANUFACTURER TO ROUGH OPNG. DIMS. TEMP INSULATED LOW 'E' GLAZING liEE 6CVED 1�euam 03-FW W/ INSULATED CORE DI - INSUL. METAL ADOOR TYPE ELEVATIONS N.T.5. 5EE SLt1ED * * 6EE BC1Ea 5H - 51NGLE HUNG FX - FIXED CWINDOW TYPE ELEVATIONS N.T.5. ejR REVIEWED FW CODE CPL9A.N y CIE C®U� sEE SCnm 5EE 5CHED FI - WOOD BDOOR N.T.5. F2 - HOLLOW ��`` METAL�O�� FAA" PES Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.07 16:27:10-04'00' Z O 00 1- 0 Z W) 0 --J Q J LL- Q W_ W W W LU U Z:) W U W Z I Z W � N (� W O Of IL I I T E Co THONPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Odando. FI. 32811 407-734.1450 www.teg8.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET A9 OF MMMIN O�v 1HaHS ,d r :AS NMb'2iC3 0310N SV :3-IHOS k. 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WHO 01 a3I�I= i m — — — - ldw NId Nou %i-nvN /IVdo %vi-rwW ITOMP alOOO T3Nd O0cm CNN3o U& 7V3m 3.LLL r 3ZIm %IM NOLLVAWM MR Y Omow-r TMMMC q 1 ❑ < d019 C10gn 1W11011J0 - WpLL �I WIaLL C100a1 NOI1V/13T3 339 - WRIL I ❑❑ I N iI \ IVMLL7RILg �Jai�oly � i 1JNDIOOi9 CfOQW Mg - S3CIV31 '� dAl - cJNI11mV'ld QfCVIIV 7AGO - 1FN'N7m Ill l f I I - OW gCl3 C13dVL M !1' I'' CiafVOG ldImdA�7.L CWOCLlImdAV AA 'i - L ❑ �_ " 9NHLV3NB XCG .UI 1i0 dm L'm R/31V ONI3.10 NW 12i311V371 O1 dV'U 1T3d lIVTMJmV or ftca +ld0 HIM 431 TiW f 1 I 96 NO cwm cJN011110 - i .ft �LM'JIOM OLIO T19 M NW j TRTI Ct'LL8 YxL 11rJIdJLL Ali_ .7�1L d0 43AVI lL) NO 07.71LLm 'dZ .'I SH 19.1 & AMN MW 15 I' 1 IMM ow goTWNm 1 0�'GLLC[370'd t ` '91-1 ILt3 1 TIV LIOd OL 3431nrom L TMn CM9 X9 IVOkLU 1 ocw 903sm tea+ s I :SNOISIAaM J r REVISIONS- ELECTRICAL FLOOR PLAN 1 /80- 1 1-0o NOTES: • SMOKE DETECTORS SHALL BE INSTALL IN51DE EACH BEDROOM AND IN THE IMMEDIATE VICINITY OF EACH BEDROOM. • CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR 5LEEPING PURPOSES. • SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREA5,5HALL BE INTERCONNECTED, SHALL BE WITHIN PTO N OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR RETURN AIR STREAM AND EQUIPPED WITH A BATTERY BACK-UP. Digitally signed by MICHAELTHOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.0716:28:39-04'00' ELECTRICAL LEGEND 0= DUPLEX RECEPTACLE IMP GROUND FAULT INDICATORW/ATER PROOF 220 VOLT5 SPECIAL OUTLET SWITCH 4 4 WAY 5WITCH 3 3 WAY 5WITCH INCANDESCENT LIGHT {� INCANDESCENT LIGHT WALL MOUNT 01 RECE55ED LIGHT p FED 01 VP I VAPOR PROOF 0= OPLU SWITCHED ® LIGHT (EYEBALL) ST LUCK � Q . FLOOR OUTLET B0GIC FLUORESCENT FIXTURE FLOOD LIGHTS © QUAD RECEPTACLE FLUSH MOUNT FLUORESCENT LIGHT 0 GARBAGE D15PO5AI- MOTOR n n n TEATRICAL 5TRIP O ETHERNET OUTLET —0TV TELEVISION OUTLET F I LE CO PH PHONE OUTLET ® EXHAUST FAN p5 POWER BUTTON —0 DB DOOR BELL 0000 DOORBELL CHIMES 50FFIT WA511 CAN LITE SMOKE DETECTOR CLG. MOUNT SMOKE DETECTOR WALL MOUNT CLG�MOU RNOX(DE DETECTOR O JUNCTION BOX ® UNDER COUNTER LIGHT CEILING FAN WITH LIGHT ® ALARM PANEL L=I DISCONNECT SWITCH 1111111=1 ELECTRICAL PANEL OUT. 110-1 15, W / U55 OUT. 1 10-1 15, CLG. MOUNT. ® PCL. PUPP05E 220-240 S NGF— N-ry Q JI aLL- Q W w W U y w w _I U Z Z w N Cn ::TEG 7NONPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite A6 Orlando. FI. 32811 407-734-1450 www.tegfl.odm DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET E1 ff REVISIONS: 7 STRUCTURAL NOTES Y GENERAL: CONCRETE COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES I. Live Load Roof: 20 PSF. Floor: 40 PSF 2. Ultimate design wind speed V ult = 159 mph, 3-5ec. gust 3. Nominal design wind speed V asd = 124 mph, 3-5ec. gust 4. Occupancy Importance Factor = 1.0 5, Rlsk Category II G. Wind Exposure B 7, Internal Pressure Coefficients = +0.15 and -0.18 8, All work to be in strict accordance with the 2017 Florida Residential Code 6th edition 9. Only written changes approved by the Engineer of record shall be permitted. 10. Structural analysis Is based on an enclosed structure. 1 1. Contractor/owner(s) shall be responsible to obtain all HOA approvals prior to the start of construction. 12. Should there be any discrepancy between the HOA and the FBC, the FOR shall be notified Immediately. 13. These plans are prepared for the sole Intended use of a licensed general contractor. WOOD: I . All wood framing shall be designed, detailed and fabricated in accordance with the procedures and requirements outlined in the latest edition of the National Design Specifications for Wood Construction. 2. For Structural lumber, provide the following grade and species (equivalent or better) U.O.N.: 5outhern Pine or Spruce Pine Fir surfaces dry used at 19% MAX. M.C. Grade No. 2. 3. All wood framing in direct contact with earth or concrete to be Pressure Treated. The use of metal seat plates In lieu of Pressure Treated wood is acceptable. 4. Provide galvanized metal hangers and framing anchors of the size and type as shown in these documents, connect as per manufacturer recommendations. (SlITpson Strong Tie or equivalent) 5• All bolts used for wood construction shall be a minimum of z' diameter (A5TM A-307) with 7" minimum embed (U.O.N. in plans). G. Provide framing members of sizes and of spacing shown, or if not shown, comply with the recommendations of the Florida Building Code, Latest Edition. 7. Do not splice structural members between supports. 8. Provide anchorage and nailing for members and sheathing as shown in the DWG'5 and to comply with the Florida Building Code, Latest Edition. 9• Roof framing sheathing: 1 V32' inch thick CDX, Rated "Exp. I ". 5ee detail 5/59" for nailing pattern. 10. Wall sheathing: 1 5�32 inch thick CDX, Rated "Exp. I ". See detail "A/59" for nailing pattern. I , All work to be in strict accordance with the ACI 318. 2, MIX DESIGN CRITERIA: Refer to the specifications, All concrete Type I Portland Cement, (A5TM C 150) 3000 P51 compressive strength @ 28 days, (U.O.N.) W/C ratio less or equal to 0.58 Slump- Slab on grade 5" Other 3" Water- Potable Chloride- None Concrete with a compressive strength of 2500 PSI @ 28 days 1s 3• acceptable for Slabs. Provide normal weight aggregates in compliance with the requirements of 4' A5TM C 33. 5 Reinforcing bars as per A5TM A615 Grade 60. Earth supported slabs to be 4 Inch thick with Gx6 W I .4xW 1.4 WWF at mid G. depth of the slab. Fibermesh may be use in lieu of WWF at the contractors discretion. 7. Exterior grade to be a minimum of 8 Inches below top of concrete slab FOHNDATIONS: I . Footing design based on safe minimum allowable loll bearing pressure of 2000 PSF. 2. Contractor shall verify, prior to placement of the foundations, that the soil is capable of supporting 2000 PSF. of bearing pressure. 3. If footing elevation occurs in disturbed, unstable or unsuitable soil, the Engineer of Record shall be notified and necessary adjustments shall be made per their instructions. 4. Preparation of the sub grade shall be in strict accordance with instructions outlined in the Geotechnical report. 5. Steps in wall footings shall not exceed a slope of (1) vertical to (2) horizontal. G. Caution shall be used when operating vibratory compaction equipment near existing structures to avoid the risk of damaging the existing structure. 7. Reinforcing bars as per A5TM A615 Grade 40. 8. MIX DESIGN CRITERIA: Refer to the specifications, All concrete Type I Portland Cement, (A5TM C 150) 2500 P51 compressive strength @ 28 days, (U.O.N.) WIC ratio less or equal to 0.58 Slump - 3" Water - Potable Chloride - None VERIFICATION OF FIELD CONDITIONS: 1 � t�4 • oaf ROOF PRESSURES ULTIMATE PRE55URE5 IN PSF. TRIBUTARY AREA INTERIOR (1) PERIMETER (2) ® CORNER (3) A<=20 -41.7 -72.5 -107.2 +26.3 +26.3 +26.3 20<A<=50 -40.5 -66.7 -100.2 +23.9 +23.9 +23.9 50<A<= 100 -39.0 -59.0 -91.0 +20.9 +20.9 +20.9 100<A -37.8 -53.2 -84.1 +18.5 +18.5 +18.5 ' ILE CO MASONRY: I . Contractor shall verify all field conditions and dimensions relative to same. WALL PRESSURES ULTIMATE PRESSURES IN PSF. Where there are conflicts between actual field conditions and data TRIBUTARY INTERIOR EXTERIOR I . Design, material and workmanship shall be in accordance with the ACI g p presented in the drawings, such conditions shall. be called to the Architect's AREA (4) ® (5) ERM Standard Building Code requirements for concrete masonry structures: ACI and or to the Engineer of Record's (EOR) attention and necessary g 530/ACI 530.1. adjustments made per their instructions. -44.4 -54.9 2. CMU Block shall have 8" minimum nominal thickness. 2. General Contractor shall review and approve Shop Drawings before A<=20 I 1.0 3• CMU cells indicated in plan or notes as filled cells shall be grouted with submitting to the Engineer, otherwise they will be rejected. .0 1I 3000 P51 concrete. (8" to 10" slump). If there are any discrepancies between these Structural Notes and the 20<A<=50 -42.6 .2 -55.2 4• CMU concrete blocks shall conform to A5TM C-90 (28 day strength 2000 3. Structural Details, the stricter of the two shall govern. Digitally signed by +39.1 +39.1 PSI) (Pm = 1500 P51), laid in running bond. -40.2 -46.3 5. Mortar shall bet e S or M. type Reason: s n:TniittemMPSOhasJbeen electronically 50<A<= 100 +36.7 +36.7 G. Lap Splice for a #5 bar to be 30 inches. Steel _r iicens€. sealed by Michael A. Thompson using a digital 7. Reinforcement for filled cells shall be Grade 60. f No.� }* RAW OF .g signature. Printed copies of this document are not considered 100<A -35.4 -42.6 +34.9 +34.9 gy •owlp' Dd111 signed and sealed and the signature must be verified on any NOTE: TO OBTAIN NOMINAL "A5D" WIND PRESSURES electronic copies. MULTIPLY VALUES SHOWN ON TABLE BY A FACTOR OF 0.6 Date: 2020.08.0716:29:01 -o4'0G' O MOON 00 0 Z W) Q J Q J LL Q w w Ix w LU W Z J V Z w r N . U) W O Ir IL I I T E Cm THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Orlando. FI. 32811 407-734-1450 www.tegfl.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET SO REVISIONS: 2xG P.T. CONT. BOTTOM PLATE W/ WO 5IMP50N WEDGE -ALL ANCHOR @ 32" O.C. MAX. (2 3/4 MIN. EMBED.) P.T. 2xG BOT PLATE W/ 51MP50N 5PG EVERY STUD TOP l, BOTTOM 2-2xG BRG. STUDS W/ SIMP50N HTT4 8"x8' CONT. THICKENED 4" CONCRETE SLAB OVER G MIL S8 EDGE W/ 145 CONT. BAR VAPOR BARRIER ON CLEAN, WELL 3 COMPACTED TERMITE-RE515TANT S8 TREATED FILL W/ FIBERME9H 145 x 18" LONG @ 24" O.C. CONCRETE S8 MAX. W/ G'MIN. EMBEDMENT EPDXY GROUTED INTO EXISTING I L-w° 7-4° 53'-G' CONCRETE AS SHOWN 2xG P:T. CONT. 13C TTOM PLATE W/V, 0 2-2xG ERG. STUDS 51MP50N WEDGE- LL ANCHOR @ 32' O.C. W/ SIMPSON HTT4 rSTEP 29'-1 ly° MAX. (2 %' MIN. E BED.) 25'-0" G'-Itj�' v in N NEW EXISTING 145 x 18' LONG W/ G° MIN. EMBEDMENT EPDXY GROUTED INTO EX15TING CONCRETE AS SHOWN N NOTE: • TYPICAL TYPE OF TERMITE PROTECTION: PREMISE 75 WP TERMICIDE P.T. 2xG EOT PLATE W/ SIMPSON 5PG EVERY STUD TOP 4 BOTTOM -- — — — — — — — — — — — — — — — — — — -------- �f SDTPIf .'— . — — 2-2xG BRG. STUDS ---— -- --- �`.:.:ra W/ SIMP50N HTT4 ' 20'-8° : f ;�: 511n1P5pN 5R6VEI�k 57UjZ� P 3Ta0Q'PSPOO}1CRfTE,O�}:•;.',<GO L4° CONCRETE SLAB OVER G MIL 2-2xG lip BRG. STUDS a: �:.:. ;+.. -} ;,. !•P fl(15IRlG�OfICF;�I�; 't'•' ; ;� BATH A I I VAPOR BARRIER ON CLEAN, WELL W/ SIMPSON HTT4 'I : s , '.! wl. . S4 I TREATED FILL W/ FI5ERME5H ' "'%FINES L©b F(N fC0 " • .•.' CONCRETE MATCH IXISTING IXISTING j'•� 'Fra-� -B•F; HD"-G?B�rt;;' :+f q , I 4 ` I Li STEP FINISH FOOTING LINE FLOOR 01-0° I 4.: STEP 1?. ."EXI5TI" F0.OT1P1GiIN r--— — — — — — — — — - ----2.4 r;0A4T SOiT9MPtAT€LW— ---— — — — — — — — — — ------- - — — — — — I I I I %'0 51MP50N WEDGE -ALL ANCHOR I I I l I@ 32°O.C. MAX. (2 -° MIN. EMBED.) 14 ° LONG W/ MIFN.F.F I 145 x 18' LONG @ 24' O.C. EM INTO D kNT EPDXY GROUTED 15TING CONCRETE AS ` ,. A FINISH FLOOR (.)�B.F.F. IIIIII�I MAX. W/ GMIN. EMBEDMENT GROUTED INTO EXISTING SHISTEP STEPDXY EPa *. ;;..�,.'•: STEPCONCRETE AS SHOWN STEP FINISH FLOOR IIIIiIII I6IIIIIII 3-4' 81-01 0G°- S.6B (F)N"L.OR I POUR 3000 P51 I CONCRETE ON TOPSTEP OF EXISTING STEP IIIIiIIII CONCRETE SLABI EXISTING j FOOTING LINE I J I I A 0 SH FLOOR O I I I STEP L — _ IIIIIiII FINISH FLOOR (-) I'-2" B.F.I.B;F.F FINISH FLOOR _ _— — — — �n I II 0'-I A.F.F. II L --- --------------J I I I II II L______________ —__ L______--_--_ _J II FINISH FLOOR I --- ----------------- I () ISO" B.F•F. — — — — — — — — — — — — — — — -- _ Ln 01 L___J N 3G'- I CY2" NEW 4x4 P.T. WOOD P05T W/ SIMP50N ABU44 TYP. 9'-G12" 16-1 Iy" NEW 4x4 P.T. WOOD P05T W/ SIMPSON ABU44 TYP. 2xG P.T. CONT. BOTTOM PLATE W/%0 51MP50N WEDGE -ALL ANCHOR @ 32° O.C. MAX. (2 Y4 MIN. EMBED.) — 2-2xG ERG. STUDS W/ SIMPSON HTT4 4° CONCRETE SLAB OVER G MIL VAPORBARRIER ON CLEAN, WELL C (� TEPMITERE55TANTTREATEd�IEWED FOR FIBERMESH CONCRETE e%MPLI NC W/SM2-2xG BRG. NEW HTT4TUD5 D®®E t>vdST. LUCID COUNT" # B0CIC EXISTING 145 x 15' LONG @ 24" O.C. MAX. W/ G'MIN. EMBEDMENT EPDXY GROUTED INTO EY15TING CONCRETE AS SHOWN IL`� COPY Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.07 16:29:26-04'00' NEW FOUNDATION PLAN 1/8"=1'-0" GENERAL CONTRACTOR TO VERIFY EXISTING CONDITIONS Q _j J Of {Q Q in L w LU of w w W J U Z . Z � w N (n ::TEG THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Odando. FI. 32811 407-734-1450 www.teg8.com MMIN DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET S1 ff REVISIONS: MATERIALS I . Pc precast lintels = 3500 psi. 2. Pc prestressed lintels = GOOD psi. 3. Pc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per A5TM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per A5TM AG 15 GRGO. Field rebar per A5TM AG 15 GP40 or GRGO'. G. Prestressing strand per A5TM A4 I G grade 270 low relaxation. 7. 7132 wire per A5TM A510. 8. Mortar per A5TM C270 type M or 5. GENERAL NOTES I . Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U3GO vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U 180. G. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Ca5t-m-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES I . All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if tearing length is less than G-1 /2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade GO field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. G. One #7 rebar may be substituted for two #5 rebam in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. calculating the maximum resisting moment and shear at d-away from the face of support. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8FIG—IB/IT QUANTITY OF #5 NOMINAL WIDTH RE13AP AT TOP NOMINAL HEIGHT 1 #5 REBAR AT TOP MIN .(I) REQ'D d' 1-1/2"CLEAR F Q .. °' C.M.U. G Z a; ca in Oz U r GROUT _ '.' 1 #5 REBAR AT BOTTOM OF LINTEL CAVITY (VAR E5) BOTTOM REINFORCING 7-5/8" ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH LINTEL SCHEDULE #0 LINTEL NO. OPENING LENGTH MIN. LINTEL LENGTH LINTEL TYPE COMMENTS L I G'-0" 7-0 8RF22-113/ 1 T BREAKFAST L 2 9'-0" I O'-G" 8F 24-213/ IT DINING L 3 j G-O" 1 7-0 1 8F I G-15/1 T OFFICE SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U—LINTELS CAM-441111am GRAVITY LENGTH TYPE BUB 81`8-0B 81' 12-05 8F16-013 81`20-013 8F24-05 8F2"13 BF32-05 8F8-15 8F12-IB 8FIG-I13 81`20-IB 8F24-I13 8F28-I5 8F32-I13 7'-G" (90") PRECAST 7G7 1029 IG75 2385 1094 2439 288G 3333 1029 IG75 2G10 3839 55OG GG13 5047 10'-G" (I 2G") PRECAST 45G 482 802 1 125 915 I 1 22 1328 1535 G58 1025 1514 2081 2774 3130 2404 8" PRECAST & PRESTRESSED U—LINTELS 4C~r444M UPLIFT LATERAL LENGTH TYPE 8F8-IT 8F12-IT 8FIG-IT 8F20-IT 8F24-IT 8F28-IT 8F32-IT 8U8 8F8 8F8-2T 8F12-2T 8FIG-2T 8F20-2T 81`24-2T 8F28-2T 8F32-2T 7'-G" (90") PRECAST 959• 912 1475 1514 2354 2797 3240 591 G57 990 1029 14GG 1907 2351 2797 3245 I O'-G" (1 20) PRECAST 71 r' 458 793 1027 12G I 1496 1731 39G 493 71G Gil 1039 1385 1711 2034 2355 -K[UULC "LUC OT LST rUK 0!L C — rICLU K[DP.K NEW LINTEL PLAN 1 /G11= 1 1—oil F— Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.0716:29:55-04'00' 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 441111111,mr-CRrn GRAVITY LENGTH TYPE BRUG BRFG-OB 8RF 10-05 8RF 14-05 8RF 18-05 8RF22-015 8RF2G-05 8RF30-05 8RFG- I B 8RF 10-15 8RF 14-15 8RF 18-15 8RF22-15 8RF2G- I B 8RF30-1 3 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5004 G550 1827 3412 4952 G472 7947 941G 10575 7-0 (90") PRECAST GG5 7G1 1377 2252 1956 2451 2944 3439 7G4 1377 2329 3G09 5492 GG24 5132 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C^Vlr-4«m UPLIFT LATERAL TYPE LENGTIi BRFG-IT 8RF 10-IT 8RF 14-IT 8RF 18-IT 8RF22-IT 8RF2G-IT 8RF30-IT BRUG BRFG 8RFG-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF2G-2T 8RF30-2T 4'-4" (52") PRECAST 1244 1573 2413 32GO 4112 49G7 5525 932 932 1244 1519 2339 3170 4008 4550 5G9G 7'-G" (90") PRECAST G58 G97 1325 1810 2280 2753 3227 710 941 G88 849 1302 17G2 2225 2G90 3157 'REDUCE VALUE BY 1 5% FOR GRADE 40 FIELD REBAR Z K) O QO 0 Z QJ J Q ILL Q�-W W LU U Of W W W J U Z Z n W N U) 0 NW O IX IL ::TEG THONPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite A8 Orlando. Fl. 32811 407-734-1450 www.tegfl.eom DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET S2 ff REVISIONS: 2xG'5 Q I G' W/ 2xG BLO( WD. BRG. FI TYPICAL NEW ROOF FRAMING PLAN 1/811= 1'-0" 2x4'5 BLOCKING Q 24° O.C. MAX. I G' O.G. MAX. 5YP#2 W/ 2xG i Q MID 5PAN WD. BRG. FRAMING ICAL ;. STLID5 FILE COPY Digitally signed by MICHAELTHOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.0716:30:22-04'00' Z rn O 00 F 0Z� QJ Q Q w w U) U af w Z) w w J U Z Z P F' w iN C/) 0 Z5 IIx w O Of IL ::TEG THONPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Orlando. FI. 32811 407-734-1450 ww tegS.com MMMIN DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET S3 ■ REVISIONS: PRE-ENGINEERED WOOD — TRU55E5 @ 2'-0' O.C. MAX. 2x8 5UBFA5CIA W/ CONT. ALUMINUM VENTED 50FFIT.-� EXTERIOR ROOF SHEATHING SEE STRUCTURAL NOTE5 FOR 51ZE t NAILING REQUIREMENTS 2x8 5U5FA5CIA W/ CONT. ALUMINUM VENTED SOFFIT. NOTE: EMERGENCY EGRESS OPENINGS SHALL HAVE A NET CLEAR HEIGHT OPENING NOT LE55 THAN 24 INCHE5 AND THE NET CLEAR WIDTH 5HALL BE NOT LE55 THAN 20 INCHES. NOTE: A NET CLEAR OPENING OF NOT LE55 THAN 5.7 5QUARE FEET 15 REQUIRED. GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5 SQUARE FEET. tXTERIOR ROOF 511EATHING 5EE STRUCTURAL NOTES FOR SIZE 4 NAILING REQUIREMENT5 T.C. om_ I ao° -A.F.F. NEW 2x8's @ 24" O. a EXTERIOR WALL 5IMP5ON HT51 G PER R=30 GATT TPU55 51MP50N HT51 G PER TRU55 RAFTERS TO REMAIN EX15TING ROOF RAF ROOF RAFTE i�0 (2) 2x6 CONT. TOP PLATE SHEATHING SEE TO DOUBLE TOP PLATE INSULATION TYP. TO DOUBLE TOP PLATE STRUCTURAL. NOTES (2) 2x6 CONT. TOP PLATE (2) 2x4 CONT. TOP PLATE FOR 51ZE 4 NAILING 2xG's @ I G° O.C. MAX. 2x4'5 @ I G" O.C. MAX. W/ REQUIREMENTS 2x4 BLOCKING @ MID 5PAN 3-2x8 BM. HEADER 2x4 CONT. ROOF SHEATHING NAILER 8's BLOCKING @ CEILING LINE 2x8'5 BLOCKING @ W/ 2-1 Od NAIL5 PER VERTICAL STUD 24" O.C. MAX. 24" O.C. MAX. 24's @ I G" O.C. MAX. WINDOW UNIT P.T. 2x6 DOT PLATE W/ 51MP50N SP6 EVERY P.T. 2x4 BOT PLATE W/ 51MP50N SP4 EVERY R-30 GATT 4 INCH INTERIOR P.T. 2xG DOT PLATE W/ STUD TOP 4 BOTTOM STUD TOP 4 BOTTOM IN5ULATION TYP. PARTITION WALL 51MP50N SPG EVERY 2-2xG 51LL PLATE she 0 51MP50N WEDGE -ALL 51MP50N WEDGE -ALL 4 INCH INTERIOR PARTITION WALL STUD TOP #BOTTOM ANCHOR @ 32" OC MAX 4" THICK SLAB W/ FIBERMESH ANC @ 3 ANCHOR @ 32° OC MAX 4' THICK SLAB W/ FIBERMESH 5/e"0 SIMPSON WEDGE -ALL (2-Y4' MIN EMBEDMENT) OVER I0 MIL VAPOR BARRIER (2 3/a MIN EMBEDMENT) POUR 3000 P51 CONCRETE ON OVER 10 MIL VAPOR BARRIER ANCHOR @ 32° OC MAX OVER TREATED COMPACTED FILL TOP OF 505TING CONCRETE SLAB OVER TREATED COMPACTED FILL (2 3/4 MIN EMBEDMENT) INCH HOOK I G INCH HOOK GRADE H FLOOR eUG 00� FINISH FIOOR� GRADE 1,� - •t• - �Y'r f�• �.• tom'.•. _ _ (-)0'-G° B.F.F. 1-#5'5 CONT. I #5'5 CONT. 8° CMU BLOCK W/ (I) #5 BAR VERT. @ 4'-0° O.C. 8" CMU BLOCK W/ (I) #5 BAR VERT. @ 4'-0° O.C. MAX. IN CELL FILLED W/ 3000 P51 CONCRETE MAX. IN CELL FILLED W/ 3000 P51 CONCRETE EXISTING CONCRETE EXISTING CONCRETE 1-4' 1 1 G' x 10" W/ 245 CONT. STEM WALL 1 G' x 10" W/ 245 CONT. STEM WALL SLAB TO REMAIN FOOTER TO REMAIN FOOTING REFER TO FOUNDATION PLAN FOOTING REFER TO FOUNDATION PLAN BUILDING SECTION 3/16"=1'-O" I G' x 20" W/ 245 CONT. MONOLITHIC FOOTING REFER TO FOUNDATION PLAN Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.07 16:32:28-04'00' Q J J Q LL Q w w W U Ix w D w LLJ -A U Z . z w N Cn ::TEG THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Odando. FI.32811 407-734-1450 www.tegf.com IMMON DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET S4 REVISIONS: EXTERIOR ROOF SHEATHING EXISTING ROOF SEE STRUCTURAL NOTES FOR SHEATHING TO REMAIN IF HURRICANE STRAP IS SIZE * NAILING REQUIREMENTS MISSING REFER TO C/S 10 EXISTING ROOF —J RAFTERS TO REMAIN REFER TO ROOF FRAMING PLAN FOR STRAP CONNECTION EXISTING MASONRY WALL EXISTING CON -. � .. _. • d" a .. EXISTING CONCRETE SLAB EXISTING FOOTING NEW 2x8'5 @ 24" O.C. MAX. ROOF RAFTERS (2) 2xG CONT. TOP PLA 4" THICK SLAB W/ FIBERMESH OVER 10 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL P.T. 2xG BOT PLATE W/ — SIMPSON.SPG EVERY STUD TOP � BOTTOM 9/8"0 51MP5ON WEDGE -ALL ANCHOR @ 32" OC MAX (23/4' MIN EMBEDMENT) CONTINUOUS CONCRETE FOOTING — REFER TO FOUNDATION PLAN FOR SIZE t REINFORCEMENT BUILDING SECTION 3/811= 1 '-0" FIELD VERIFY ALL EXISTING CONDITIONS IrP f:os REFER TO ROOD f�AI fNPAV r� � STRAP C I E �t sION�Oj'a COut4lY 5 fl x T. OVA R. OR 2xG SUBFASC�ONT. ALUMINUM VENTED SOFFIT 2xG'5 @ I G" O.C. MAX. EXTERIOR WALL SHEATHING SEE NAIILIJNG CTUPAL QU REMENFOR SIZ 1Lp C®PV' GRADE FINISH FLOOR Digitally signed by MICHAELTHOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.0716:33:00-04'00' Z 1r) O � 0 Z Q---� _l Q LL Q W W Of W W J UZ . Z r., F- W N U) 0 �— Fn [if W O Of CL 11TEG THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Odando. FI. 32811 407-734-1450 wwv.tegf.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET S5 REVISIONS: PRE-ENGINEERED WOOD TRUSSES @2'-0" O.C. MAX. W / SIMP50N HT51 G EACH SIDE EXTERIOR WALL SHEATHING — 5EE STRUCTURAL NOTES FOR SIZE * NAILING REQUIREMENT5 REFER TO DETAIL "4/58" / \ T.O. WALL _ _DO 10'-0" A. F. F. (2) 2xG CONT. TOP PLATE W/ 51MMON 5PG EVERY VERT. STUD TOP � BOTTOM PRE -CAST LINTEL SEE jN T.O. DOOR PLAN FOR SIZES AND 0-8" A.F.F. RE-INFORCEMENT TCH EXISTING ROOF SHINGLE EXISTING ROOF SHINGLE 10'-0" A.F.F. T.O. DOOR 8'-0" A.F. F. 2-2x8 5YP#2 DOOR UNIT HEADERTYP. U.O.N. 3000 P51 CONCRETE STEP DOOR UNIT 4" THICK SLAB W/ FIBERME5H OVER 10 MIL VAPOR BARRIER EXISTING 3000 P51 CONCRETE STEP OVER TREATED COMPACTED CONCRETE SLAB FILL #4 CONT. N051NG BAR #4 CONT. NOSING BAR � .. CONT. CONC. THICKENED EDGE SEE FOUNDATION PLAN FINISH FLOOR 0'-01 er . s. 145'5 CONT. �80'CMU BLOCK W/ (1) #5 BAR VERT. @ 4'-0" .C. MAX. IN CELL FILLED W/ 3000 P51 • •' CONCRETE I G" x 10" W/ 245 CONT. STEM WALL FOOTING REFER TO FOUNDATION PLAN BUILDING SECTION 3/811= 1'-0" FIELD VERIFY ALL EX15TING CONDITIONS t �" 10'-1 1 EX15TING FOOTING Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.07 16:33:41-04'00' Z w) O 00 ZI � Z � Q J J Q L.L Q W W (n U Ix W = W W ...A U Z ZI�� W N U) 0 �— U) cr W O cr IL EETEG THONPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite A6 Odando. FI. 32811 407-734-1450 www.teg0.com 00, DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET S6 REVISIONS: REFER TO ROOF FRAMING PLAN FOR STRAP CONNECTION WOOD BEAM 2-2x8 ' 51MP5ON HT51 G TO P05T WD.P05T 4x4 W / 51MP50N ABU44 BEYOND GRADE EXISTING FOOTING BEYOND EXISTING ROOF 5HNGLE EXISTING PRE -CAST LINTEL UNIT #4 CONT. N051NG BAR EXISTING CONCRETE SLAB EXISTING FOOTING BUILDING SECTION 3/8"=1'-0" FIELD VERIFY ALL EXISTING CONDITIONS EXISTING ROOF RAFTER T.O. WALL 8'-0" A. F. F. EXISTING CMU WALL EXISTING CONCRETE SLAB FILLED CELLS W/ 3000 P51 CONCRETE W/ 145 VERTICAL 0'-0" B.F.F. EXISTING CMU BLOCK M(I) #5 X 12" LENGTH EPDXY GROUTED INTO EXISTING WALL W/ G" MIN. EMBEDMENT - (3) LOCATIONS MIN. TOP, MID5PAN � BOTTOM EXISTING ROOF RAFTERS EXISTING PRECAST LINTEL REMAIN NEW CMU WALL CMU WALL ZNEW OPENING7 00V 0 10 3000 P51 CONCRETE STEP NEW MASONRY OPENING IN EXIST. WALL 3/8"= P-0" Digitally signed by FIELD VERIFY ALL EXISTING CONDITIONS MICHAELTHOMPSON Reason: This item has been electronically signed & T sealed by Michael A. LlcenSE'�. Thompson using a digital TREAD AND RISER DIMENSIONS IN ACCORDANCE WITH SECTION R31 1 .7.5 THE RISER HEIGHT SHALL BE NOT MORE THAN 7 3/4 INCHES THE TREAD DEPTH SHALL BE NOT LE55 THAN 10 INCHES *; No. 4W ;* STATE OF .�` 0n►OP� �0A(ALE signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.0716:34:13 -04'00' O 00 0 Z Q -1 _J Q LL Q W W Of W W J U Z . Z r-.. �--- W IN U) 0_ �- Z75 IIr W O Of Ili UMTEG THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Odando. FI. 32811 407-734-1450 www.tegfl.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET S7 REVISIONS: ° 4" THICK SLAB W/ FIBERMESH OVER 10 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL I G INCH HOOK 1455 CONT. 5" CMU BLOCK W/ (1) #5 BAR VERT. @ 4'-0" O.C. MAX. IN CELL FILLED W/ 3000 PSI CONCRETE I G" x 10" W/ 245 CONT. — STEM WALL FOOTING REFER TO FOUNDATION PLAN (1) #SxCONT. 3" MIN. COVER WOOD WALL 5/8'O 51MP50N WEDGE -ALL ANCHOR @ 32" OC MAX (23/4" MIN EMBEDMENT) GRADE 4" THICK SLAB W/ FIBERMESH OVER 10 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL ° a.• N .• I G" x 20" W/ 245 CONT. ' MONOLITHIC FOOTING REFER TO FOUNDATION PLAN 1 '-4" FOOTING FOOTING N.T.S. N.T.S. 2 Ln w Cz Q FF 4" THICK SLAB W/ FIBERMESH OVER G MIL VAPOR BARRIER OVER TREATED COMPACTED FILL THICKENED EDGE N.T.S. PRE-ENGINEERED WOOD TRUSSES @ 2-0" O.C. MAX. REFER TO FRAMING PLAN FOR EXACT LOCATION 2x4'5 @ 24" O.C. MAX. - BLOCKING @ P.E.W.T. TOP # BOTTOM CHORDS (2-BAY5) 51MP50N SPI 51MP50N SPI WOOD WALL EXTERIOR ROOF SHEATHING REFER TO STRUCTURAL NOTES FOR 51ZE t NAILING PATTERN 51MP50N 51MP50N - L5TA9 4-5d NAILS PER LOCATION TYP. 2x4 CONT. LEDGER CEILING NAILER W/ 2-1 Od NAILS PER VERT. STUD LOCATION LOCATION Va"O 51MP50N WEDGE -ALL ANCHOR @ 32" OC MAX (2 Y4' MIN EMBEDMENT) F oB aF-v C Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.0716:34:43-04'00' 2x4'5 @ 24" O.C. MAX. 5IMP50N H2. 2x4 H j W. % C)P TOE NAILED 51MP5ON 51MP50N SP I PER VERT. STUD HU524 2-2xG CONT. TOP PLATE PROVIDE 2x4 WOOD "X" BRACE @ 4'-0" O.C. MAX. EXTERIOR WALL SHEATHING SEE STRUCTURAL NOTES FOR 51ZE 4 NAILING REQUIREMENTS 51MP50N H2.5 EA. VERT. STUD MATCH EXIST. TRUSS BRG. 2xG BOTTOM PLATE W/ I Od NAILS @ G" O.C. MAX. TO TOP PLATE OR BEAM SEE PLAN 2xG'5 (g I G" O.C. MAX. 4 CONVENTIONAL FRAMING SECTION 1 /4"= I '-O" Z to O 00 0. aZ� Q_J J Q LL Q�w w W U IxwD wwJ U Z . Z � w N W w O af a_ ::TEG THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Orlando. Ff. 32811 407-734-1450 www.tegf.com IF _101"11 DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SH EET S8 . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' ......................................................... ........................................................ . ,',Q'. ... .....�. ............................................................. ............................................................ . ,' .. . '' 8d RING 5HANK NAILS '.':.: .:...: .:.:.:.:.:.:.: CDX (EXP. I) SHEATHING MIN. (U.O.N. AT G" O.C. OR IN STRUCTURAL NOTES) ; :-:-:-:�:�:�:� �`���.�-��������:�;�:�:�;:�� EQUIVALENT PNEUMATIC NAIL AT PANEL EDGES • :.::: AND 12" O.C. IN THE . • u%:.::: .... FIELD. • • 1211 ' W Cl) ... ..Q..:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.........:.............................. ......... RIDG1= • • .:............................................................ .............. FOR ..-.-...'.•.•. .P�-0A ....................................................................... YT . :::::.: :..:.. ::�� :���:- 'T• L 1 WVNItT • i 5 II n �� /32 CDX , (Rated EXP. I .) :::.� : PN AIL AT - SU�TED EDGES ' .. BLOCKING, AND 1 2" O.C. ........................................ ........... FIELD FOR SHADED AREAS ::::::: USE 8d NAILS AT 4" O.C. AT ALL PANEL EDGES AND 1 2" ....�' OF ROOF OC IN THE FIELD (fYP U.O.N. IN STRUCTURAL NOTES)4 4 .................................................. ............................................................. ...................................................................................................................... . NOTE: IF A BLOCKED DIAPHRAGM ZONE IS CALLED FOR ON ROOF PLAN PROVIDE 2x4 BLOCKING @ ALL PLYWOOD PANEL EDGES * NAILS @ 4" O.C. FOR BLOCKED DIAPHRAGM ZONE EXT. WALL SHEATHING NAILING PATTERN N.T.S. NOTE: SPLICE TO OCCUR OVER_\ STUD IN ALL CA5E5. 4-0" MINIMUM SPLICE LENGTH TOP PLATE SPLICE 2) 2x4 OR (2)2xG TOP- ' LATE W/ 51MP50N 5PG R 5PG AT 32" O.C. 2x4 or 2xG BEARING WALL SEE FRAMING PLAN FOR SIZE AND LAP SPLICES SHALL BE CONNECTED WITH (2) ROWS I Gd NAILS @ G" o.c. STAGGERED. ROOF SHEATHING NAILING PATTERN N.T.S. 2x6 B.U.C. DETAIL N.T.S. (2) 2x4 OR 2xG B.U.C. WITH ONE ROW OF 5TAGERRED IOd COMMON WIRE NAILS (D=0.148", L=3") (3) 2x6 B.U.C. DETAIL N.T.S. TYPICAL BUILT UP . C TOP PLATE SPLICE DETAIL TOP PLATE SPLICE DETAIL N N.T.S. .T.S. FILE COPY (3) 2x4 OR 2xG WITH ONE ROW OF 5TAGERRED I Od COMMON WIRE NAILS (D=O. 148", L=3") BOTH SIDES Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2020.08.07 16:35:34-04'00' REVISIONS: �f O 00 0 Z 0 J J Q Q LL Q W W � W U � � W W J U Z Z W NN U) 0 �_ F5 x W O [if CL I I T E Co THOMPSON ENGINEERING GROUP, INC. Michael A. Thompson PE # 47509 4401 Vineland Road, Suite AS Orlando. FI. 32811 407-734-1450 vvww.tegR.com DATE: 08/07/20 SCALE: AS NOTED DRAWN BY: J.F. SHEET S9