Loading...
HomeMy WebLinkAboutBUILDING PLANRichard Boyette, State of Florida, Professional Engineer, License No. 42485 TILE ROOF This document has been digitally signed and sealed by Richard Boyette on the date indicated here. Printed copies of this document are not considered signed and sealed HANDFRAMED BUILD DOWN 12 and the signature must be verified on any electronic copies. (SEE SHEET 6 OF 7) 6 L. 131- 5TILE ROOF" _I!%rT.O, BM. - - - - Digitally signed by RICHARD O T 02BLK. o - - - RICHARD BOYETTE DN: c=US, o=RICK BOYETTE 12 COLUMN +37.8 - 6" WIDE STUC 0 = � +37,8 12 CONSULTING INC, -41,0 TRIM BAND +38,8 ' -41,0 EL, 9T.O. BM. '-427E000OOI 6A79188A24000 6 � - -41.0 - - - � 5" 6 ou=A01 EL. 8'-1" -4" EL, 8'-1"0 BOYETTE0013D4, cn=RICHARD O BOYETTE T.O. BM. - - WALL SCONCE - - - - T.O. BM. ® ® ® ® PREWIRE (TYP, FOR 2) Date: 2021.08.01 20:45:17-04'00' o 00 co - 4„ +36.1ID -39.3 FRONT ELEVAT Off - " EL. 0'-0" SCALE; 1/4' = 1'-0" 107 1. REF. SLAB ±37 8 + 41,0 TRIMDE BAND STUCCO COLUMNS MASONRY TRIMDE BAND+ 41,0 37.8 * - TO BE DECORATIVE 41.0 CENENTITIOUS COATING OF VARYING THICKNESS (TYPICAL) 12 61 NOTE: ALL TRUSS OVERHANGS TILE ROOF TO BE 18' EXCEPT FOR THE FRONT PORCH WHICH IS 24". TILE ROOF +37.8 -41.0 -39,3 -41,0 12 6 TI ROOF /VON -INSULATED PORCHROOF NOTE: SPRAY FOAM INSULATION ABOVE L. 13'-5" HANDFRAMED B D DOWN GARAGE AND ALL A/C SPACES, NO SOFFIT T,O. BM. (SEE SHEET 6 71 VENTILATION PROVIDED ON STRUCTURE w/ - SPRAY FOAM INSULATION, SOFFIT VENTS `" o IN UNINSULATED AREAS PER FBC 806.1 TL, BLK, .O. COLUMN -TYVEK OR EQUAL STAPLED ON INTERIOR OF TRUSS NON -INSULATED _4„ o o MEMBERS AND SPRAYED WITH FOAM INSULATION CD!/EREDAREA �m TO CREATE CONTINUOUS BARRIER BETWEEN INSULATED AND NON -INSULATED AREAS OF THE ROOF (TYPICAL FOR SIMILAR LOCATIONS) T.O. BM. COACH LIGHTS 6'-6" ABOVE GARAGE DOOR "" r r OPEN TO BEYOND RECESS AWNING WINDOW +37.8 0'-0" -5EL. 0 REF. SLAB +29.7 -33.1 ATTIC VENTILATION CALCULATIONS REQUIRED AREA = TOTAL AREA = 356 = 2.37 150 150 # OF VENTS = X -_ 2.37 = 3,86 r/o to 4 REQUIRED 6X22/144X0,67 0.614 (MINIMUM) PERIMETER = 79' = 19,75' O.C. Max, SPACING = # OF VENTS 4 USE 19'-0" Max, oL EL, 9'-5" NOTE: EXTERIOR STUCCO CEILING FINISH T,o. BM. - \ APPLIED TO WIRE LATH w/FELT BACKING j AT FRONT AND REAR PORCH. USE GALVANIZED ROOFING NAILS @ 4" O.C. MAX.. (13/4" PENETRATION INTO SUPPORTING MEMBER) TILE ROOF 12 61 8080Ll 0 I 00 4- +36.1 +33.9 +37.8 +37.8 41.8 -39.3 37.1 41.0 41.0 ' TILE ROOF \ �o +36.1 -39.3 _ EL. 10" REE SLAI � ;, LEFT SIDE ELEVAT0N EL, 0'-0" _ REF. SLAB EL. 9'-5" T.O. BM. RIGHT DDE ELEVATION Product Design Approval Number Product Model # Manufacturer Glass Attachment Method Pressures 10Clear Annealed ❑bl, 1/4' X 3' Tapcen wl 1 114' EMB. Into FL 17499.9 IArridows 185 5H Impact MI Windows 8 Doors Pane masonry 3f16' Taanpered Exterior IIA' x 3' Tapcons EMB_ 1 114' into SERIES 12GI1301140 w13f16' Annealed Dhl_ masonry with 21116' minimum edge FL22401.3 SPiding Glass Door Aluminum Impact MI Windows & Doors Pane Interior distance. #10 - 2112' Wood Screws or 1 A' x 3' Tapcons EMB. 1 114' into masonry. #10 Single Fiberglass Pod. Plastpro Fiberglass (2) @ Hinge to Buck (2) Horiz. & (6) Vert. FL 17184.5 5' - 8' High Door Exterior Doer Plastpro Inc None 6" FM. Corners. "+651-65' #10-2112' WoodScrewsor 1A' x 3' Tapcons EM B. 1 114' into m asonry. #10 (2) [ Hinge to Buck (6) Horiz. & (7} Vert_ FL 1T184.8 8' - 0 Plastpro Fiberglass 6" FM. Corners.2 Ech_ Side of Astragal High Dbl. Fiberglass Doors Exterior door Plastpro Inc None Spaced 3' O.C. '+451-45' 3116" X 3' Tapccn wf 1 114' EMB. Into 5132' Annealed Di masonry or #3 x 150 sc rews w11 1 Id' FL 15349.10 Windows {Fixed] 13.5PW Impact MI Windows & Doors Pane penetratrion into woad headers 10 x 5' Wedge Anchcr6altswt3x3 steel washers and 5115' x 1-518' Lag Screw (Fully Threaded) Hex Washer Head Type FL 16107.3 Overhead Doors WINDCODC W6 CLOPAY Nona A 1 Per Bracket '+361-42 2 10 Glass Corrosive Resistance Screws rL 7473 THe Roof Low Profile Tile Eagle Roofing Products None penetrating into deck NIA Vertical Clip Mullion CM - FL 15353.3 MULLIONS 18531 MI Windows None IM" x 2114' TaIi w11 IM' EMB. NIA SEE PRODUCT APPROVALS FOR FURTHER INFORMATION, REAR ELEVAT0N U O Co W L i a) 0 m ",I- o U c U a� U Q2 o c Q, c U CC o m� U CQ o U E N U_ N 0 L0 i J N U ZUJ �QU_ LU W _ � U 0 2Jw o Q m co �O 1 CD �JJoc�o (n Q cv 010 DoNo UO coLnI oc co LU z "' ^w Ox acL� (LLL V U) O Sri Z O us W uc t- 3 N W o CL m N Z > 3 W Z W = 0 y CL 0 0 � NCL 0 ac Q F- t7C O U Y v Z O 3 LU a�> LU LU IM LL J Q LU ui LU 0 0 Z LU o U) 3 Q :2 U SHEET NO. 1 OF T WINDOW SCHEDULE SAGE MODEL WINDOW MARK CODE REMARK 10 22 0 23 30 24 ® 25 O 35 EGRESS C DBL. 24 NOT USED 70 I DBL. 25 I EGRESS AM IaI1161T,AMaIN110603 NOTE: ALL WINDOWS TO BE SINGLE HUNG, 1/2 FLANGE, (OBSCURE GLASS IN BATHS ONLY) (SEE PRODUCT APPROVALS FOR MANUFACTURER INFO.) NOTE: WINDOW AND DOOR SUPPLIER TO PROVIDE ACCURATE ROUGH OPENING SIZES FOR ON SITE USE. FIELD TRADES NOTES; TRIM/CARPENTRY STRUCTURAL 6 PANEL INTERIOR AND EXTERIOR DOORS COURTYARD ENTRY GARAGE (REDUCE FRONT PORCH TO 5'-2") TILE ROOF ENLARGE BEDROOM #2 (TAKE SPACE FROM GARAGE) DELETE DINING AREA SLIDING GLASS DOOR 2020 AWNING WINDOW ON SIDE WALL OF MASTER BEDROOM PEDESTRIAN DOOR IN BEDROOM #2 RELOCATE BEDROOM #2 WINDOW TO REAR WALL COFFER CEILING IN BEDROOM #2 42" HIGH KNEE WALL ON REAR PATIO PAVER REAR PATIO, FRONT PORCH, WALKWAY AND PARKING PAD ADJUST M, BATH COFFER FOR ENCLOSED COMMODE INSULATION FRAMING/DRYWALL SPRAY FOAM INSULATION ALL A/C SPACES AND GARAGE DELETE BEDROOM #4 (ADD SPACE TO GARAGE) ENCLOSED MASTER BATH COMMODE POCKET DOOR BETWEEN M. BED AND M. BATH FOR ENCLOSED COMMODE WALK IN CLOSET IN BEDROOM #2 AIR CONDITIONING/HEATING PLUMBING NEST THERMOSTAT w/ 18/8 WIRING CITY WATER AND CITY SEWER FAN/LIGHT COMBO FOR ENCLOSED COMMODE HOT/COLD AND DRAIN STUB OUT IN LAUNDRY ROOM RELOCATE M, BATH SHOWER HEAD AS SHOWN OTHER ELECTRICAL PAVER STOOP NEAR BEDROOM #2 REVERSE ELECTRIC FLOOR OUTLET IN GREAT ROOM AS SHOWN (2) WALL SCONCE PREWIRES ON FRONT COLUMNS w/ FOYER SWITCH DATE OF PRODUCTION MEETING AND FINAL NOTES: VILVV I3 VIEW A SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" o I 00 OPEN TO BEYOND 3'-0" S OW R E D N X E 10 CLEAR TEMPERED GLASS WINDOW, (36"x38") C m \` SILED NICHE O - 1 1 4' FIN. FL OR �� SHOWER DETAIL 57'- n" 13'- 6" 16'- 0" 27'- 6" 6'- 9" 6'- 911 2'-11" 10'- 2" 2'-11" 4'- 9" 15'- 1" 7'- 8" T A C EGRESST C C l o I 2 3i68 ' r-- ———— — — — — —- FG. I PAVER BEDROOM 42 COFFER CLG. FM. 8'-0" TO STOOP C _ _ _ _ I� 9' 0' A.F.F. I I ® 0 A C m I I CC — A I I ----—J--------- —-------- —— — — — — —C _ L— ————— — — — — — TOP 8'-0" TOP@8'-0" I = 12'-2" A.F.F. A.F.F. `w Ln 5' - 8 1/2" PAVER WALKING SURFACE ¢ o o A 3 1/2" 1 � �LL Uj w c� z� N N �, COVERED 1 z Q DINING AREA I AREA 1 J z o I 6'-3" 3'-4" 2'-0"CO ¢ VAULTED FLAT CLG, @9'-4" A.F.F. 1 0 �, e o o W.I.C. 3 1/2 �� 2� 00 o =Z CEILING o 1 � O ` : 0 co FLAT C G, °D, _ °O CO I o o.Lo I � = z A @8'-0" A F.F. C0 I A C4 N \ z_ 0-4 �� oQ- o O I I 3 A `V J � c ; ; 2'-5" "' '-3 1/2" 4'-4 1/2" C-7 1/2" I 1 . A - LUry-v °° LU 0 'i 3 X ° � 8080 SLD'G, DR. - � z Q \ 1 EGRESS O m N BATH `� o o M _ O VIEW FL LG. N - 1 F-T --�� T-9" 13'-21/2" r——— ———— - - - - -- - 2'-10" o „D" @ _0" A.F.F. HALL I �' I N I I I I 8'-6 1/2" FLAT CLG. I ' I I ``' � 2868 @8'-0" A.F.F. I 10' -9 1/2" I 3 1/2" 0 17'-10" 1 I 14'-0" 1 T.P. i a I 31/2" 1 1 1 HOLDER Nu- I 7'-0" FLOOR I I - 1 I JUr' M TOWEL oO o OUTLET I I -ao 12AR2 � OII _j 21-0" 1 MASTER-124x20 AWNING '�` U, m C ' ¢ VIEW 1 l 35" HIGH - - -,l KNEE -WALL _ ' � 1 1 BEDROOM I 1 WINDOW A 1j z I I - COFFER CLG. 1 2'-0" 5 1 z ----- KITCHEN -� _ _ —————— III ——— — — — — —— _ _ _ _ _�_ _ _� 1 I FM. 8'-0" TO O - # BEDROOM 3 1 w VAULTED - - - I GREAT ROOM 9'-0" A.F.F. TYP. _ - � FLAT CLG, I CEILING I 3-2 1 1 VAULTED � � , LU O- o o I I LL=o� I o EGRESS @8'-0" A.F.F. 1 CEILING 0_I I I I O VIEW -- L 1�-611 I I o I A B N z 0 I I I ILU I 6'-3" -0" 3,-4" 1 i °_ a 5'-9 1/2" "' I 1 o I I I 00 3 1/2„ 3 /2� � I o <o B.F. — — — — — — — — — — — — — J c� O ¢ 'o0 506 1 Z ¢ 1 2'- 0" A �C -- - -- _ ; 1 wo 2868 M N BIO-FLD. w o � LL:o 2 o f PANTRY N J mN ~ `L M >zQ 5 1 1 , ¢ �� NLU DEL. 0'-0" 7286-8r N \ ENCLOSE281 D PKT - 2868 _i OMMODE�'66, N `° z o A o Q 3 °X co o rn ;; �, N \ 6 REF. SLAB 4'-11 1 2" / _ 1 2" / c.� A/C COMP. ON it o - - - \ \\SOS �� �° `i r —A— - U _j 2 14 CONC. PAD DEATH Z w co \\�0 VAULTED �G� I / \ I�� `� xl8 - m O „ 2=10 3 FLATC Q¢ - � � \\�'L \\� FLEX SPACE CEILING h� �� �� I / \ I¢� , I/ \Imv 36" r----� -M C. 3 0 @8"-0" Fh HALL LO 8 6 1 2 z = — ,� \ VAULTED N _ _ _ _ _ _ �, X IL _ _ ;INQ M. BATH )COFFER CLG. 1 2 _ A 2868 @8A0"CLG.A.F.F, `� ,n o �o CEILING 12-5 FLAT , _ 1FM. 8'-0" TOly 19'-0"A.F.F,Z I m N o _Ir------ ! �1 13-5 FLAT 1-0 LU T-0" I N I B. o = °' HOLDER 2X4 WOOD FRMG. 36" WIDE SQ. NICHE FM, 42" - 1 FOYER 1 1 0 1 i 1 �Q�J A �` '� TOWEL w/ DBL. 5/8" PLYD. 1 J A.F.F. TO 98" I COFFERED CLG. �� I FLAT CLG, z BAR TOP A.F.F. �I FM 12-5 TO 1 Q @ 9'-5" A.F.F. TOWEL ~ X ¢o ~o 12 2 VENT '- THRU I D I '_ / 6 2 1 2 113-5 A.F.F. o �', 3,_01 BAR_ — „ �L - 1/21 g _4 7 _41 J 3 1 2"- 2, 0" 7'-3 1/Z ROOF 5 1/2 \ - _ FLAT_ 1/ " A o I W I o - -- EMER, EGRE S "x38" A A o OT/COLD °° 0_ 1181 C ENT ERED I ..11 0 I 12"x1 ' SOAP WINDOW A A EWH RAIN OUT LAUN, FLAT CLG. N I ' 'n II I _ _ _ 6080 OORS w/ 30" CT. _ TRAN BOOVE FAT @13 ENTRY o CLG. I 11 5" A.F.F. NICHE I = I� w> CD �l 8"-0" A.F.F. O Z w _j o,1� I 11 Z w � mj I I I I PAVERS I II w z >- oC> Dull o---I-- ----- o I ¢o.111111111111 ~¢ I f -- — I —i —I 1 HB. �� o o I - - �_ - - _ - - - N o 0 �� -_ zQ 22 OBSCURE A _ co 6-8" c,,°C_ _I �n Q N ---' > r------- - - - - -- 7'-1" 12'-0" 7'-211 u , i 0 LINTEL TO LINTEL L 16" SQUARE TO LINTEL wz 22 1/2"x54" ATTIC I BOVE HANDFRAMED BUILD DOWN ABOVE BLK. COL. TOP ABOVE � ACCESS PNL. I BOTTOM AT 11'-5" A.F.F. (TYP, @12'-1" A.F.F. (TYP,) — FOR 3 SIDES OF PORCH) ' TO, BEAM @ 13'-5" A.F.F. o L— — —` -J I O 0 8" 18'-101, I = N O A 2-CAR GARAGE i N FLAT CLG, @8'-0" A.F.F. I _ I I A I I 0O u NOTE; I PROVIDE INSULATION BETWEEN I A/C AND NON -A/C SPACES I Q PER ENERGY CALC, BY OTHERS I I JA iX L - - - - - - - - - - - - 5'- 5" 9'- 4" 5'- 5" 3'- 6" 9'- 7" 9'- 7" 3'- 7" 5'-3 1/2" 5'-3 1/2" 20'- 2" 26'- 3" 10'- 7" 57'- 0" LINE i\ I ZMIRROR NB V I E W "" C "" V I E W "" D "" Richard Boyette, State of Florida, Professional Engineer, License No. 42485 This document has been digitally signed and sealed by Richard Boyette on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by RICHARD O BOYETTE RICHARD DN: c US, o=RICK BOYETTE CONSULTING INC, O BOYETTE000013D4,2cn =RICHARD O BO ETTE Date: 2021.08.01 20:45:33-04'00' T-811 FORM AND POUR RAKED BEAM EL 9'-5° 1#5 w/ 30' LAP TYPICAL T.O. BM. BLOCK w/ 1#5 EL. 8'-1" TYPICAL BLOCK w/ 1#5 145 VERTICAL (TYPICAL) RAKED BEAM )T DETAIL NOT TO SCALE AREA CALCULATIONS LIVING AREA U/A = 2161 S.F. FRONT PORCH = 66 S.F. COVERED PATIO = 286 S.F. GARAGE/MECH NON A/C 531 S.F. TOTAL SO. FTG. = 3044 S.F. U � O � 2 J Lj__ a 0 m � a a a o 6: CO � o o o� o v Q) o CQ o U a U cr: 66 o U s o cc a - o E 0 U cr- \0 � / LA J� N U (i cm Z = U —UJ Q LL W ap = � U 0 2JW o Q C0 JL CO I CD F J ti �QQ Nao � 0 0- 0 -w 0 U04 O LnI DC LUCD Z ��W Ox � In, 0-LL H 3 o w N CL 0 W m I 0 Z > Z 0 O 3 Lu W o° N CL SEAL arc H ac O U LA 3 0 W Z Q CL cc cWn LU Q J W 0 :2 a W cri U ,.`r � O 1,O ILL z a SHEET NO. 2 OF 7 FLOOR PLAN SCALE: 1/4" = 1'-0" PROTECTO WRAP LWM200 MEMBRANE AROUND PERIMETER OF OPENING AND ON TWO FACES OF ALL WINDOW BUCKS (MEETS OR EXCEEDS �AAMA 714-15) 1 011 STUCCO -\ 8" CMU 1X4 P.T. WOOD BUCK 1X FURRING I/2"" DRYWALL MARBLE WINDOW SILL MIN. I/2" BEYOND DRYWALL WINDOW BUCK DETAIL NOT TO SCALE PEEL AND STICK UNDERLAYMENT FOR TILE ROOFING, ENGINEERED TRUSSES @ 24" O.C. STRAPPED @ EACH END 5/8" PLY'D, SHEATHING STRAP (SEE CONNECTOR SCHEDULE ON TRUSS PLAN FOR TYPE AND NAILING) EL. 13'- 5" T.O. BM. EL.12'-1" cry _Ll ________ LATH & STUCCO ALL EX T.O. BLK. COLUMN °C � EL. 11'-5" MASONRY LINTEL U TO BOTTOM OF LLJ BUILD DOWN ON BOTH SIDES OF L19 PORCH (TYP.) in I N 16" SO. CBS BLOCK COLUMN 05 REBAR VERT. 1w/ DOWEL BELOW 30' LAP ry- O LL- 00 � PAVER PORCH EL. 0'-0" REF. SLAB NO 0 0 11 i W (V I L0 I M co I I r7 0 i 0 I 0 I 0 I 0 I N I I DETAIL- A -A 12 30"w x 12'd ' MI FOOTING BOTTOM @ 12" MIN. BELOW SCALE: 3/8" = 1'-0" GRADE, REINFORCE - w/ 445 RE -BARS EACH WAY (TYP.) 57'- 0" 13'- 6" 16'- 0" 27'- 6" 41' 2'- 8" 1>7- 5'- 2" g3'-10" 3'- 2" 3'- 2" 3'-10" 8" 11'- 9" 8" 12'- 1" 2'- 8" 4" 4" T-811 FORM AND POUR RAKED BEAM EL. 9'-5" U �r 145 w/ 30' LAP TYPICAL T.O. BM. N o BLOCK w/ 145 j U 0 EL. 8'-1" o U Agh O J 4-) w T.O. 1311. TYPICAL U O BLOCK w/ 145 O ai 0) v O _ Q) U m C - �' ° O 1+5 VERTICAL (TYPICAL) RAKED BEAM U DETAIL o co E NOT TO SCALE QC) U ° CC CC ,U Richard Boyette, State of Florida, Professional Engineer, License N No.42485 Q LA This document has been digitally signed and sealed by Richard % (o Boyette on the date indicated here. Printed copies of this N Ln document are not considered signed and sealed and the signature must be verified on any electronic copies. r ; o o Digitally signed by RICHARD 0 — U J BOYETTE Q LL RICHARD DN: c=US, o=RICK BOYETTE U) CONSULTING INC, w w ou=A01427E0000016A79188A24 2 OBOYETTE 0000013D4, cn=RICHARD 0 12 U BOYETTE O Q Date: 2021.08.01 20:45:46-04'00' 2 J w Q in IIo IL a' co 0 12 I �JJoco CI �QQ NOD ��[L 104 U0 CD OD LnI N F— co^w z� Ox ' o � LO CL LL - I CV I CV oe I Ln W � I r� I 0 I 00 3 O W N CL 04 I V O 0 LU - Z 3 LLi W > 0 Q 0 N SEAL Q H O Z � J OU c+o \ ul) Ywa co 0 w Z Q Cn w (5 C W o � Q Cn W 0 Cn U U_ W ao 3 Q � SHEET NO. 3 LINTEL DESIGN HAS CONSIDERED MOMENT OF AND SHEAR FROM ALL LOADS (INCLUDING 7 GIRDERS AND UPLIFTS) 57'- 0" U Co o M � � _ W a� o � m c Richard Boyette, State of Florida, Professional Engineer, License o) o No.42485 U o This document has been digitally signed and sealed by Richard U U o o m 0 Boyette on the date indicated here. Printed copies of this m U � document are not considered signed and sealed and the U o signature must be verified on any electronic copies. U E v Digitally signed by RICHARD 0 CC T T RICHARD BOYETTE DN: c=US, o=RICK BOYETTE CONSULTING INC, O BOYE17E ou=A01427E0000016A79188A24 0 OOOOOBD4, cn=RICHARD 0 BOYETTE ' oo L -i [L Date: 2021.08.01 20:46:07-04'00' J � N '�� U U=c� m U co ZUJ �QLL LLJ WINTERIOR U O�Q 2JW o LO L8' Q Ica CO 0 M O I co J o coo (� Q Q cv 00 ��� cOallo UO �I co ZLU � ��w Ox L a- LL U) O x ro 1 7 E�Fll" FOR A/C ( 7t-�-n Sri Z AL FO O FOR ALL W oC— — — — — — — — — — — — — -- L-1— r1V H co 3 O W N I .. U_ LU Z O Z w O aw cc rc < a0 N a 0 0 ° CO SEAL Q Z H Q O � TOP OF CURB 1 1/2"" U a 1#5 CONTINUOUS BELOW FIN. FLR. OFuj CO CO IN CONC, CURB MAIN HOUSE FOR EACH 4"" cn OF HEIGHT MAIN HOUSE FLR, 0-0 Iw < VARIES IN HEIGHT Q O- GRADECn J Z O 16""DX18„W ]Z EMB, a w a 0 MONOLITHIC FOOTING p • SLAB & FOOTING U o w/ 2#5 CONTINUOUS a 3000 PSI CONC. BEAMS & COLUMNS 18" 3000 PSI CONC, SHEET NO. FILL 4 GARAGE CURB DETAIL OF 7 13'- 6" 16'- 0" 27'- 6" I I I I I I I I I I � I I 10'-10" 2'- 6" 10'- 2" 4'- 8" 30x30x12 CONC— I FTG. w/ 2#5 EA. I I —W WAY r � r — —— ELEC, LOAD CALC, & PANEL CIRCUIT NUMBER DESCRIPTION CIRCUIT BW WIRE WATTS REMARKS POLE TRIP 1-6 GENERAL LTG, 1 15 14 6723 7-8 RANGE 2 50 6 8000 8-10 APPLIANCES 1 20 12 3000 11-13 WATER HEATER 2 30 10 4500 12-14 DRYER 2 30 10 5000 15-17 A/C COMP, 2 40 8 ----- NON CURRENT 16-18 A,H,U, w/ HEAT 2 60 6 (10000) 10 KW, STRIP 19 DISHWASHER 1 20 12 1500 20 LAUNDRY 1 20 12 1500 21 WELL PUMP 1 30 12 2000 22 REFRIGERATOR 1 20 12 1500 23 HOOD/MICRO, 1 12 12 700 24 GAR. DR, OPN"R, 2 12 14 800 25-36 SPARES T0 FIRST 10 KW @ 100% =0 LOAD = 35,223W 0o REMAINDER Cl 40% = 10089 A/C 10 K.W. @ 100% = 10000 TOTAL = 30089 TOTAL /240 = 125.37 AMPS MIN. PROVIDE 200 AMP SERVICE 2' VTR. BATH 2 " 2 2„ VTR. TUB 11/2„ BAT 3 LAV. 2., WC. 3 KITCHEN rue I 1/2•, 2"3„ LAV. STUD R WC 3 2„ DW' 11/2" 3„ VTR. KIT. SINK LAU 3" 2 SINK 3„ > >�2 WASHER 3„ 3„ 3"" 2„ C.O 3' 3" TO SEPTIC WC' SEWER PLUMBING RISER N.T.S. MASTER BATH 2„ � , SHWR, 2"" TUB DIAGRAM 2" VTR, (2) 1 1/2 JLAVS, ELECTRICAL SYMBOLS =E) �IIOV DUPLEX © TV JACK Lh DISCONNECT o DOOR CHIMES HALF -HOT NPH PHONE JACK rf ELEC. METER FLUORESCENT CLOSET FIXTURE 220V OUTLET BUTTON ELEC. PANEL VANITY STRIP ELEC. PNL. LIGHT FIXTURE SMOKE 29", 30" OR 36" $ SINGLE SWITCH sD DETECTOR w/ C.O. LIGHT MIN. 52" FROM FANS FIXTURE 3-WAY SWITCH RN HI -HAT �'Pc CHAIN LIGHTFIXTURE NOTE: LOW VOLTAGE BOX LOCATED 7O" A.F.F. IN LAUNDRY ROOM (TYP) GFI OUTLET ®P VAPOR PROOF EXT. MOTION `���:�, ; " CEILING FAN GF� HI -HAT DET./SW./LIGHT >�� PRE -WIRE w/ SWITCH WEATHER-PROOF EXH FAN EXHAUST FAN WALL MOUNTED %%`�`� AND FAN �' �`� BOX wFI GFI OUTLET LIGHT FIXTURE TYP. OVERHEAD ELEC. RISER DIA. 2" SUPPLY 1/0 ALUM OR 2/0 COPPER 3 (2/0) C.U. IN 200 AMP PANEL 2" CONDUIT 120/210 VOLT (200 AMP) M.C.B. ALL ( ) COPPER WIRING ELEC � :—#I BARE COPPER METER WIRE t TELECOM LUG TO 5/8" GALV ROD+COLD WATER PIPE AND FOUN. RE -BAR UNDERGRND. E1_EC, RISER ELEC• 3 (2/0)DUIT C. IN 200 AMP PANEL METER 2" CON120/210 VOLT O (200 AMP) M.C.B. ALL COPPER WIRING ICI #q BARE COPPER WIRE t TELECOM LUG TO 5/8" V UPLJ ED ROD+COLD WATER PIPE _ AND FOUN. RE -BAR QNAL 100 AMP ELEC. RISER DIAGR (SEE OVERHEAD OR UNDERGR RISER DIA. FOR SERVIC 0.) PANEL F;; �6 (2/0) C #1 200 AMP PANEL 31, \, (1000NDUIT AMMP) 20N.C.B. MP AMP 0 VOLT M.C.B. ALL ELEC- #q BA OPPER WIRE t METER TEL M LUG TO 5/8" GALV +COLD WATER PIPE AND FOUN. RE -BAR ti CN 0 U) >^ J^ N �(y) U U=(y) m U ZUJ Q LL co W W ap = � U O�Q 2JW o Q m co � O c0 I ��� oc�o (n Q Q 04 ��OD CL co0000 UO LnI OC Lu co ^w Z �L0 =a oc Lid 3: IL LL COPPER WIRING v� 2 (1/0), 1 (2/0), W I l6/0 CONDUIT 0O " CONDUIT x —0 NAL 100 AMP POOL PANEL ON SIDE MASTER BE M FIELD TRADES NOTES: TRIM/CARPENTRY STRUCTURAL 6 PANEL INTERIOR AND EXTERIOR DOORS COURTYARD ENTRY GARAGE (REDUCE FRONT PORCH TO 5-2') TILE TILE ROOF ENLARGE BEDROOM #2 (TAKE SPACE FROM GARAGE) DELETE DINING AREA SLIDING GLASS DOOR 2020 AWNING WINDOW ON SIDE WALL OF MASTER BEDROOM PEDESTRIAN DOOR IN BEDROOM 42 RELOCATE BEDROOM #2 WINDOW TO REAR WALL COFFER CEILING IN BEDROOM #2 42' HIGH KNEE WALL ON REAR PATIO PAVER REAR PATIO, FRONT PORCH, WALKWAY AND PARKING PAD ADJUST M, BATH COFFER FOR ENCLOSED COMMODE INSULATION FRAMING/DRYWALL SPRAY FOAM INSULATION ALL A/C SPACES AND GARAGE DELETE BEDROOM #4 (ADD SPACE TO GARAGE) ENCLOSED MASTER BATH COMMODE POCKET DOOR BETWEEN 9 BED AND M, BATH FOR ENCLOSED COMM WALK N CLOSET N BEDROOM 12 AIR CONDITIONING/HEATING PLUMBING NEST THERMOSTAT w/ 18/8 WIRING CITY WATER AND CITY SEWER FAN/LIGHT COMBO FOR ENCLOSED COMMODE HOT/COLD AND DRAIN STUB OUT IN LAUNDRY ROOM RELOCATE M. BATH SHOWER HEAD AS SHOWN OTHER ELECTRICAL PAVER STOOP NEAR BEDROOM #2 REVERSE ELECTRIC FLOOR OUTLET IN GREAT ROOM AS SHOWN (2) WALL SCONCE PREWIRES ON FRONT COLUMNS w/ FOYER SWITCH DATE OF PRODUCTION MEETING AND FINAL NOTES: H 2 � 3 o w N a- 1 I LL LU Z O ; 3 Lu W y 0 0 0 ° N SEAL a F O z a CL U Lf) LU 0 U J w 0 :2U 3 Q (A LU 0 = LJJ CL. LL. Q R II-_ J W t z 3: Q a SHEET NO. 5 OF 7 J-1/2" CLEAR �� v J H O A U M.U. = a Q J \ z LO GROUT J, o '—*5 REBAR AT BOTTOM o o " OF LINTEL CAVITY BOTTOM REINFORCING [7-5/8'ACTUAL PROVIDED IN LINTEL (VARIES) D 8" NOMINAL WITH F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1}T NOMINAL WIDTH -}i L QUANTITY OF #5 NOMINAL HEIGHT J REBAR AT TOP PRODUCT APPROVAL # FL-158 CAST-CRETE TYPE DESIGNATION 8F80B1T J J Q 8X8 CBS w/ 115 RE -BAR :E 0 0 0 30" LAP 4" PATIO m SLAB w/ w 8X81#5 THICKENED co EDGE 5 APPROX GRADE 30'x30"xl2" FTC, w/ 2#5 EACH a —Z WAY =III '.. MASONRY PATIO POST DETAIL 8X8 CAST-CRETE PERFORM BOND BEAM T.O.B. w/ 1-#5 d d . w t- r A T.O.B. b r A i ;I -41 r POURED CELLS w/ J Y � 1#5 CONT, FM, BEAM TO FOOTING DETAIL @ STEP BEAM 2020 FBC RESIDENTIAL 1, BASIC WIND SPEED - 170 MPH VULT [V=132 MPH ASD] ASCE 7-16 FIG 26.5-1A TABLE R301.2 (2) TABLE R301.2 (3) 2, BASIC VELOCITY PRESSURE - 32 PSF TABLE R301.2 (4) 3, OCCUPANCY USE/TYPE - SINGLE FAMILY DWELLING EENCLOSED] 4, RISK CATEGORY II 5, EXPOSURE CATEGORY - C 6. INTERNAL PRESSURE COEFFICIENT [ENCLOSED] 0.18 - IMPACT -PROTECTED OPENINGS 7, COMPONENTS/CLADDING DP - PER TABLE R301.2E21 ESEE ELEVATION VIEWS] 8, MWFRS - ROOF UPLIFT 26 PSF @ ENCLOSED, 37 PSF @ OPEN 9. TOTAL ROOF DEAD LOAD - 5 PSF UPLIFT; 17 PSF BEARING 10. TOTAL ROOF LIVE LOAD - 20 PSF BEARING TOP CHORD 10 PSF BOTTOM CHORD 11. ROOF TRUSS LOADS - PER TRUSS ENGINEERING 12. MEAN ROOF HEIGHT - <15' 13. SHEARWALLS - 4' MINIMUM LENGTH - NO OPENINGS BETWEEN REINF, CELLS; CONTINUOUS LOAD PATH PROVIDED 14, SOIL BEARING CAPACITY - 2500 PSF NOTE: STRUCTURE COMPLIES WITH STRUCTURAL AND WIND LOAD REQUIREMENTS OF 2020 RESIDENTIAL FLORIDA BUILDING CODE, c� P.T. WOOD CONNECTED TO CONCRETE LL_ Z w/ 3/16" DIA, TAPCONS, 11/4" EMB, @ 18" O.C, O & .099" X 2 1/2" HARD COIL NAILS @ 12" O.C. O w w U _0 D O O O cn z U O CCf)00 \ry- �UwO 000Uw 0CMU =�CD0 Lu COLUMN OU�U0 LL �Q__j h— j 0 w � Q cf) HORIZONTAL OR VERTICAL 2X4 FRAMING AS NEEDED @ 24" O.C. FOR SQUARE OR ARCHED BUILD DOWN BETWEEN FRONT PORCH COLUMNS (SEE SHEET 1 OF 7 FOR DIMENSIONS) FRONT PORCH CMU COLUMN FRAME DOWN DETAIL 0 Ty 0 -10 ER 0 END VIEW OF STRAP SIMPSON FGTR CAN BE USED TO TIE DOWN ANY (MIN. 2-PLY) TRUSS OR GIRDER, FOR UPLIFT NOT EXCEEDING 5000 LBS, USE WITH (2) 1/2"x5" TITEN HD AND (18) 1/4"xT WOOD SCREWS. ALTERNATE TRUSS OR GIRDER TIE DOWN I GRADE 16"DX18"W MONOLITHIC FOOTING w/ 2# 5 CONTINUOUS MB, STRAPS ARE MISSING GED. CONNECTOR FASTENERS UPLIFT F1 F2 (1) MTSM20 SIMPSON 7-IOdxI.5" NAILS (4) 1/4"x2 1/4" g75 120 90 TITEN FOR UPLIFT OVER 875# AND NOT EXCEEDING 1750# ADD ANOTHER MTSM20 MISSING STRAP DETAIL TOP OF CURB 1 1/2' BELOW FIN, FLR, OF MAIN HOUSE MAIN HOUSE FLR. 0'0" v.. 4," CURB �P SLAB & FOOTING 3000 PSI CONC, BEAMS & COLUMNS 18" 3000 PSI CONC, FILL MASTER SHOWER DETAIL 2X4 OUTLOOKERS __\ ATTACHED TO ADJACENT TRUSSES AND RESTING ATOP RAKED BEAM FOR SLOPED FASCIA (TYP, FOR BOTH SIDES) 4-10d NAILS AT EA, TRUSS INTERSECTION & AT 2X6 FASCIA N F 4ki 11V HIOS EMB. TAPCONS�\ O AR 116, : lL i s lL l_11121ailia PROTECTO WRAP LWM200 MEMBRANE AROUND PERIMETER OF OPENING AND ON TWO FACES OF ALL DOOR BUCKS (MEETS OR EXCEEDS AAMA 714-I51 10 OUTSIDE OF STUCCO OPENING BUCK 3/4"BEYOND MASONRY 3/16" TAPCONS, 8" CMU I I/4" EMBEDMENT, 2X6 P.T. 18" O.C. MAX. WOOD DOOR BUCK IX4 FURRING N � \ DRYWALL OF DOOR JAMB 1/2"—]INSIDE OPENING BEYOND BUCK DOOR BUCK DETAIL Richard Boyette, State of Florida, Professional Engineer, License No. 42485 This document has been digitally signed and sealed by Richard Boyette on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WATER RESISTIVE BARRIER -15 LB. ASPHALT FELT WRAPPED AROUND 00 OPENING FRAMING LAP MIN. 2" FIELD, 6" JOINT COMPLIES WITH R703.2 15/32" PLYD, 8D NAILS @ 6" O.C. 00 2X4 BLK, @ 6"" 0.C. FIELD AND EDGES, w/ 2-10D NAILS EA, END 76 1 /4" M.O. GARAGE DOOR BUCK: 2X6 P.T. TOP, 2X8 P.T. EA. SIDE w/ 1/2" DIA. 4 1/8" EMB. REDHEAD WEDGE ANCHOR BOLTS @ 36" O.C. DOOR/SGD/WINDOW BUCKS: EACH CAN BE NON-STURCTURAL OR STRUCTURAL, TO EXTEND BEYOND INSIDE EDGE OF FRAMES NON-STRUCTURAL BUCKS: WINDOWS USE IX4 P.T., SWING DOORS & FRENCH DOORS USE 1X6 P.T. (SLIDERS USE P.T. 2X8 & 1X8 TOP w/ 1X8 SIDES w/ .099" X 2 1/2" HARD COIL NAILS @ 12" O.C., THEN CONNECT DOOR/SGD/FRENCH DOOR/WINDOW FRAMES w/ 3/16" DIA. TAPCONS 1 1/4" EMBEDMENT INTO MASONRY THROUGH BUCKS @ 18" O,C„ OR SPACED PER PRODUCT APPROVAL, STRUCTURAL BUCKS: WINDOWS USE 2X4 P,T„ SWING DOORS & FRENCH DOORS USE 2X6, SLIDERS USE P,T. 2X8 & 1X8 TOP w/ IX8 SIDES w/ 3/16" TAPCONS 1 1/4" EMBEDMENT INTO MASONRY @ 18" 0/C, 3 TAPCONS MINIMUM EACH SEGMENT, THEN CONNECT DOOR/SGD FRENCH DOOR/WINDOW FRAMES w/ FASTENERS AND SPACINGS PER PRODUCT APPROVAL. 1X6/2X6 CAN BE RIPPED AS LONG AS THE REMAINING STILL FULLY SUPPORTS DOOR FRAME. INTERIOR SWING DOOR INTERIOR BIFOLD DOOR FRAME OPENINGS FRAME OPENINGS 2868 = 82 1/2" X 34" 1668 = 82" X 19" 2668 = 82 1/2" X 32" 2068 = 82" X 25" 3068 = 82 1/2" X 38" 2668 = 82" X 31" 5068 = 82 1/2" X 62" 2868 = 82" X 33" 2880 = 98" X 34" 3068 = 82" X 37" 2680 = 98" X 32" 4068 = 82" X 49" 3080 = 98" X 38" 5068 = 82" X 61" 5080 = 98" X 62" 6068 = 82" X 73" NOTE: 8 FOOT HIGH BI-FOLDS SHALL HAVE 97 5/8" HIGH ROUGH OPENINGS, NOTE; FIRST NUMBER IS THE HEIGHT SECOND NUMBER IS THE WIDTH CONTINUOUS HORIZ, 2X4 WOOD TOP PLATE M::HORIZ, w w 2X4 WOOD BETWEEN J VERTICAL STEEL STUDS Q CD w VERTICAL 2X4 WOOD AT z z ENDS AND CORNERS OF z o METAL KNEE WALL CD HORIZ, 2X4 WOOD BETWEEN VERTICAL STEEL STUDS TYPICAL KITCHEN KNEE WALL DETAIL RICHARD O BOYETT 00 75 1 4" FRAME OPN'G. FROM TOP OF LINTEL ABOVE DOOR w TO BOTTOM OF 2X4 FRAMING, � THEN ADD BUCKS FOR I/2 ROUND o MAIN HOUSE ARCH FRAMING DETAIL ti N FOR TRANSOM OVER FRONT DOOR N Digitally signed by RICHARD 0 BOYETTE DN: c=US, o=RICK BOYETTE CONSULTING INC, ou=AO1427E0000016A79188A24 EOOOOOBD4, cn=RICHARD O BOYETTE Date: 2021.08.01 20:46:22-04'00' WATER RESISTIVE BARRIER -15 LB. ASPHALT FELT WRAPPED AROUND OPENING FRAMING LAP MIN. 2" FIELD, 6" JOINT COMPLIES WITH R703.2 1X OR 2X P.T. - BUCK AROUND ENTIRE PERME( OF OPENING ARCH FRAM11' AT WINDOW 1. ROOF NAILING 8d RING -SHANK NAILS 6" O,C. FIELD, TYPICAL, 8d RING -SHANK NAILS @ 4" O.C. FIELD AND EDGES WITHIN 5 FT. OF GABLE ENDS AND PERIMETER. 8d (0,131") X 2 1/2" RING -SHANK (TYPICAL) 2, STURCTURAL LUMBER MINIMUM LUMBER GRADE: 2X12 #2 HF, 4X4 #2 SYP, ALL OTHERS #2 SYP OR STUD SPF, ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. WOOD FRAMED BEARING WALL FIRST STUD AT CONCRETE CONNECTED TO CONCRETE w/ 3/16" DIA, TAPCONS, 1 1/2" EMB. @ 12" O.C. 3, HEADERS ALL HEADERS/WOOD BEAMS ARE (2) 2X12 EXCEPT NOTED, BONDED w/ IOD NAILS 6" O.C. INTERIOR BEARING HEADER w/ 1 1/2" BEARING, STRAPPED w/ 1-MTS16/ USP MTW16 w/ 14-IODx 1 1/2" NAILS EA. END EXCEPT NOTED, 4, EXTERIOR CEILING LATH AND DECORATIVE CEMENTITIOUS COATING, EXCEPT NOTED. 5. SOIL BEARING 2500 PSF MINIMUM, CONTRACTOR TO PROVIDE 6. CONCRETE TO HAVE 3000 PSI COMPRESSIVE STRENGTH IN SLAB AND FOOTINGS, 3000 PSI IN BEAMS AND COLUMNS. MASONRY CONFORM WITH ASTM C-90, fm=1900 PSI. TYPE M MORTAR PER ASTM C-270, fm=2500 PSI 7. GRADE 60 STEEL MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 60 IN BEAMS AND COLUMNS, LAPPED PER ACI-318, 8, ALL INTERIOR FRAMING MEMBERS SHALL BE AT 16" O,C, MAXIMUM, UNLESS NOTED OTHERWISE 9. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION 10. FABRICATION OF ROOF/FLOOR TRUSSES MUST BE AUTHORIZED BY THE CONTRACTOR 11. CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK OR MATERIAL. 12. PROTECTO WRAP LWM200 MEMBRANE AROUND PERIMETER OF OPENINGS OF A/C SPACE 13. NON LOAD BEARING INTERIOR WALL FRAMING INFORMATION 1X PT FURRING ATTACHED TO MASONRY w/ 1.5" HARD CASE COIL NAILS @ 16" O.C. ADJACENT METAL STUD HELD OFF THE PT FURRING SLIGHTLY TOP TRACK FASTENED w/ 1" DRYWALL SCREWS @ 24" O.C. w/ 2" MINIMUM LAP FOR TRACK BOTTOM TRACK FASTENED w/ 3/4" FAST-TRAC PINS @ 24" O.C. STUDS ARE FASTENED TO TOP & BOTTOM TRACK w/ 7/16" STUD SCREWS 14. R302.9.1 FLAME SPREAD INDEX TRIM FOR WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREA INDEX OF NOT GREATER THAN 200. 15. R302.9.2 SMOKE DEVELOPED INDEX WALL AND CEILING FINISHES SHALL HAVE A SMOKE DEVELOPE INDEX OF NOT GREATER THAN 450. MASONRY OPENINGS FOR SINGLE HUNG WINDOWS (SIZES INCLUDE 1X BUCK ALL FOUR SIDES) 14 = 20 1/8" x 51 5/8" 22 = 38" x 27" 23 = 38" x 39 3/8" 24 = 38" x 51 5/8" 25 = 38" x 64" 26 = 38" x 73" DBL. 24 = 75 1/8" x 51 5/8" DBL. 25 :::75 1/8" x 64" DBL. 26 :::75 1/8" x 73" 33 = 54 1/8" x 39 3/8" 34 = 54 1/8" x 51 5/8" 35 = 54 1/8" x 64" 36 = 54 1/8" x 73" 1/2 33 = 27 1/2" x 39 3/8" 1/2 34 = 27 1/2" x 51 5/8" 1/2 35 = 27 1/2" x 64" 1/2 36 = 27 1/2" x 73" NOTE FIRST NUMBER IS THE W/OTH SECOND NUMBER IS THE HEIGHT MINIMUM MASONRY OPENINGS FOR TRANSOMS OVER FRONT DOORS MAIN HOUSE 1/2 RND, AT FRONT ENTRY = 76 1/4" x 40 1/4" MY GUEST HOUSE 1/2 RND, AT FRONT ENTRY = 76 1/4" x 37 5/8" (INCLUDES 3 1/2" FOR HANDFRAMED ARCH) MAIN HOUSE AND GUEST HOUSE 30" RECTANGLE @ FRONT ENTRY = 76 1/4" X 31" NOTE: RECTANGULAR TRANSOMS OVER SLIDING GLASS DOORS AND WINDOWS SHALL HAVE 19" CLEAR BETWEEN TOP AND BOTTOM WOOD BUCKS, UNLESS NOTED OTHERWISE, TOP OF BEAM (SEE ELEV.) 2X4 BILK, @ 6" O.C. w/ 2-10D NAILS EA, END BOTTOM OF CAST-CRETE LINTEL 15/32" PLYD, 8D NAILS @ 6" O.C. FIELD AND EDGES, MASONRY B.C. FOR WINDOW OR DOOR FINISHED FLOOR REF, EL, 0`0" AIL FRAME OPENING FOR 20 MINUTE FIRE RATED LAUNDRY DOORS 3068 = 38" X 81" 2868 = 34" X 81" GLASS BLOCK MASONRY OPENINGS 3 WIDE X 5 HIGH = 24 3/8" X 40 1/8" 5 WIDE X 5 HIGH = 40 1/8" X 40 1/8" 3 WIDE X 7 HIGH = 24 3/8" X 55 7/8" 5 WIDE X 7 HIGH = 40 1/8" X 55 7/8" NOTE: OUTSIDE FACE OF GLASS BLOCKS TO BE 3" IN FROM EXTERIOR SURFACE OF MASONRY WALLS SHINGLE/TILE/METAL ON TWO LAYERS OF 30# FELT OVER 5/8" PLYD ON WOOD TRUSSES, (PEEL & STICK FOR TILE ROOFING (REFERENCE PRODUCT APPROVALS FOR PRODUCT SPECIFICATIONS) TRUSS ANCHOR MASONRY OPENINGS FOR SLIDING GLASS DOORS LOCATE WOOD BUCK 5/8" FROM INSIDE FACE OF MASONRY WALL (TYPICAL) 5068 SLDG, = 62" x 81 1/2" 5080 SLDG, = 62" x 97 1/2" 6080 SLDG, = 74" x 97 1/2" 8080 SLDG, = 98" x 97 1/2" 9080 SLDG, = 110 7/8" x 97 1/2 MASONRY OPENINGS FOR EXTERIOR SWINGING DOORS (SIZES INCLUDE 2X BUCKS AT THE SIDES AND THE TOP) 2668 = 35 1/4" x 82 1/2" 2868 = 37 1/4" X 82 1/2" 3068 = 41 1/4" X 82 1/2" 5068 = 65 3/4" x 82 1/2" 6068 = 78" x 82 1/2" 2680 = 35 1/4" X 98 1/2" 2880 = 37 1/4" X 98 1/2" 3080 = 41 1/4" X 98 1/2" 5080 = 65 3/4" x 98 1/2" 6080 = 78" x 98 1/2" FRAME OPENING FOR GARAGE ATTIC ACCESS PANELS 22 1/2" WIDE X 54" LONG ROOF PITCH (SEE ELEVATIONS) 1X4 S,Y,P. #3 LATERALS BRACE @ 8" O.C. I SEE ELEVATIONS-�/ �\ �_w/ IGNITION BARRIER AM " CAST- 1X2 ON 2X6 CRETE FASCIA w/ LINTEL METAL DRIP EDGE 24" UNo. METAL LATH w/ CEMENTITIOUS COATING SOFFIT 1 COURSE GROUT SOLID 00 UNDER WINDOW OPENING TYP. WINDOW SILL DETAIL STEEL; GRADE 60 DOWEL AND FOOTING GRADE 60 IN BEAMS AND z COLUMNS a 1 1/2" RECESS TO RECEIVE BLOCK o AT PERIMETER GRADE 16"DX18"VV MONOLITHIC FOOTING N w/ 2# 5 CONTINUOUS APPLIED TO UNDERSIDE OF ROOF DECK 5/8" DRYWALL OR 1/2" C/C BOARD 1X2 P,T, FIRESTOP 8"" U-BLOCK w/ 1# 5 AT THE TOP, FILLED, (MIN, CAN BE INCREASED w/o COMMENT FROM THE ENGINEER) 8"x8'x16" MASONRY BLOCK 1X2 P,T, FURRING w/ R-41 INSULATION BETWEEN 1/2" DRYWALL # 5 IN FILLED CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) HOOK AT TOP DOWEL AT BOTTOM, (TYP,) 4" CONC, SLAB w/ FIBER MIX, OVER 6 MIL VAPOR BARRIER ON COMPACTED AND TREATED SOIL 7 12."EMS, .a SOIL BRG, 2500 PSF SLAB & FOOTING ..d 3000 PSI CONC, BEAMS & COLUMNS 18„ 3000 PSI CONC, FILL (U,N,O, UNLESS NOTED OTHERWISE) TYPICAL WALL SECTION \Jj r\ o L j o R a o CO o U 0 co e, � 0 o 0 0 t o o m o cc 0 E U 04 \0 UA / L0 � N �� U U=cY m U ZUJ Q LL W m = 12 U o12Q 2JW O Q o0 co CL MO 12 to I �JJocwo coOODD U� U3II DC w CO Z ^W � O >C ccL0, CLLL di Z O `2 W aE 3 o CL ap N o 0 do 0 Z ti > Z c O 3 W W M NCL 0F. 0 0 ° y SEAL a w w oQ o �Cn = QO oF- ~O F- _j - Unz lid Q W w o z o 3 Cf) a :2U 0 SHEET NO. DI 6OF7or 3 OF 4 for ABUELITA'S CASA CJG CJGI GH5 G rd 14 G3 DGRI DGR EJJ EJJ EJJ EJJ EJJ EJJ EJJ EJJ EJJ EJJ EJJ EJJ EJJ EJJ EJJ AGI A A A A A A A AH9 AH7 CJ5 CJ3 CJl i (3 � 0 cy Ln M �s U C Uj Uj C� CJK CJK1 EJK EJK EJK EJK EJKI EJK2 EJK2 EJK2 EJK2 EJK2 EJK2 EJK2 EJ7 EJ7 EJ7 EJK2 EJK2 EJK 3 EJK4 BGR B 1 CJl t Strapping & bailing Detail Type of Strap Type of Connection Strap Manufacturer Strap Indentification Connectors in Header Nails in Truss Uplift (1bs) lateral Florida PA TRUSS TO MASONRY TRUSS TO MASONRY A ' SIMPSON mmrnHFTA12 NOTE #2 _ USP HTA12 NA (7)10d X 1 -112 NA (8) 10d X 1 1/2 1730 1600 340 � 590 770 660 FLA 11473A4 FLA 869V-- ._. TRUSS TO MASONRY__._. B — SIMPSON-� HETA1 5 _-----PSO N�(9)10d X 1 1t2 1810 340 770 FLA 11473.3 2125 SINGLE 3500 TRUSS TO MASONRY B USP I HLPTA75 NA (20)10dX 1 112 DOUBLE 1880 1160 FLA 1247 TRUSS TO MASONRY C SlI~4PSON _. _.. k-iETA29 NA (9) 10d X,1 112 1810 355 725 FLA 11473.3 TRUSS TO MASONRY TYGON NEU I OK rnm C____ m --USP _ ! HTA20 NA— (10)10d X 1 1/2_._1 111-11, _ ° -I A 859 —_ L) SPI~-4PSON HUdHUG410 1 (18)1f4X 2 114 TAPCON (10) 10d X 1 112 1135 FLA 10531�31 - D USP HD410 (12) 114X 2 114 TAPCON (10) 10 1905 FLA 13285 TRUSSiRAFTERS TO -- _ WOOD E SIMPSON H10A (9) 10d X 1 112 (9) 10d X 1 1/2 1040 565 170 FL 10446.7 TRUSSfRAF-TARS TO� WOOD E USP ! RT16 (8) 10d X 1 112 (9) 10d X 1 1f2 1360 800 645 FLA 10739 TRU S RAFTERS TO WOOD F SIMPSON I MTS18 � (14) 10d X 1 112 (W 10d X 1 112 1000 � FLA 1045&8 TR0S5IRAFTERS. TO 'FOOD ---GiRiER F LISP � MTi 18 (14, 10d X 1 112 (W 10d X 1 1,F2 1195 ! FLA 820 TRUSS TO MASONRY G SIMPSON NGT-2 (2) 34" X " ATR (16) 10d 10980 FLA 10456.4 MASONRY H SIMPSON MGT (1) 518'° X 15" ATR (22)10d 3965 I FLA 11473.10 GIRDER TRUSS TO MASONRY 11 SIMPSON LGT2 (2PLY) (7)114 X 2 14 TAPCON EA (16) 16d EA 2030___ FLA 11473.7 _ T � or 12 SIMPSON LGT3 SDS2.5 (3PLY) I (4) 318" X 5" TITEN HD (12)1r4 X 3 5 S 3285 € FLA 11473.7 YWOOD BEAM TO CONCRETE BEAM i SIMPSON f HUC410 (18) 114 2 3W' TAPCON (10)10d 1895 BEARING 50S5 FLA 10655,14 K SIMPSON M (4)144 .2 114" TAPCON (7) 10d X 1 112" 1175 235 I 96 FLA 11473,12 GIRDER TRUSS TO MASONRY L SIMPSON FGTR (2) 1/2" X 5" TITEN (18) SDS 114 X3 4725 SINGLE FL 11473.2 G PC3E TRUSS TO MASONRY T> SIMPSON FGTR (4) 1f7X5" TITEN (36) SDS 14' X 3" 8885 DOUBLE FL 11473.2 TRUSS MANUFACTURER TO SPECIFY ALL TEMPORARY & PERNIANENT TRUSS BRACING NOTES l __.2_ .FOR 3 LTA 1 W (12, 10d X 1 1,?2" LUPL IF'T CAP 14204' ILATERAL F1-485# F2-11425# PA#1423 IATR+ ALL -THREAD ROD EPDXIED IINTO CONCRETE 12" MIN FOR 5#8" & 15" MIN FOR 314" & 718" Wi SIMPSON "SET' EPDXY i i 4 5 F1 PARALLEL TO TRUSS F2 fi TRUSS STRAPS NOT SPECIFIED ARE TO BE TYPE B MASONRY E WOOD UPLIFT NOT S CAN ARE �00# 7 $ 1ALLOWABLE UPLIFT'OR DOJBLE HETA 161HETAK 16 LTA STRAPS IS 25004 FOR 2-PLY (USE 16d NAILS) TRUSSES 2035# FOR 1-PLY 01:` 10d X 1 112" (OR ADD V4SPACED 12" LONG TO TRUSS- (8)16d) 9 JACTUAL LATERAL WIND LOADS FOR TRUSS CONNECTIONS ARE LESS THEN 200# PERPENDICULARt 10 11 �ALLOV,gAE3lE FARM LEL TO WALL. THE RATIO OF .ACTUAL V � ALLOWABLE COMBINED UP: IFT AND PARALLEL! pERPEIVDICULAR '_ATERAL <1 0 JALLOVVABLE UPLIFT OF EMBEDDED STRAPS IS NOT BASED ON ALLOWABLE STEEL STRESS 33% INCREASE LOADS ARE DER 2015`2010 SIMPSONtUSP CATALOGS I l !STRAPS MAY BE SUBSTITUED TO IV1EET DESIGN UPLIFTS VVITHO'JT ENGINEER APPROVAL l Richard Boyette, State of Florida, Professional Engineer, License No. 42485 This document has been digitally signed and sealed by Richard Boyette on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by RICHARD O RICHARD BOYETTE DN: c=US, o=RICK BOYETTE CONSULTING INC, 0 ou=A01427E0000016A79188A24000 BOYETTE0013D4, cn=RICHARD O BOYETTE Date: 2021.08.01 20:46:38-04'00' U C5) c� C� W Q) Q Q) 4 Lj,- — cj 1 Q co cy) — U_ LU UL 0 is r: co U U U W LU LU LLI ROOF FRANING PLAN NOT TO SCALE RE TURN' {DUCT rVAJACttt<'(� GaRaG NUTONE BATHROOM EXHAUST FAN F #1 0 CFM EX. Fan EF #> 11 It MECHANICAL CACI 817665 1643 DONNA ROAD WPB, FL. 33409 5 6 1- 6 8 9- 1 0 9 3 831 S. KINGS HWY Ff. PIERCE, FL. 34945 7 7 2- 8 7 8- 7 5 7 7 ALL IDEAS, DESIGNS, ARRANGEMENTS, , INDICATED DRAWING OWNED BY AND WHERE CREATED, EVOLVED, AND FOR - DEVELOPED PROJECT. ON, AND IN CONNECTION WITH THE SPECIFIED 1 a ii * AND PLANS SHALL SED NGEMENTS, TO ANY CORPORATION * • ANY PURPOSE WITHOUT WRITTEN ! ! MECHANICAL.PERMISSION OF PREFERRED AIR CONDITIONING & NEW RESIDENCE FOR: MODEL: SAGE S 5/3 COURTYARD CUSTOMER: STA W SKI FT, PIERCE DRAWING: FLOOR PLAN Project Sheet J Dote Scale Y41 a