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HomeMy WebLinkAboutFloor PlanFDOH in St Lucie County Environmental Health Site Plan Approved for Construction Supersedes All P evious Site Plans for OSTD�S #5b-SF- -1 WelI #59-3340 D,-te: 't RE;riew L cAL 39' oo CONCRETE PAD \o - 01 5'-6" ' — 12'-6" - - 2 5SH f Q Q Q I� ©! S .[� ! / 6'0X6'8S.G.D. _ 25'-5 12� o' DINING 0 "' TVkn If o \ w I LIVING ROOM �I / h IEDROOM 3 — --- 8' rl 1 r CEILING - VAULTED � — — — —x CEILING� U -- oC a I \ ------------ �,--- N — 2'6 X 6'8 \ I ao \ 3'-2 "-�i' 8'-6"— '-+ KITCHEN rr 7- 5 ,0D e A 10, a - I 1 S_ '-Z ry / ATH ' ��--- GPI In SD 3 HB — / • nR er 8' FLAr iTiViv 2 6 X 6 8 -` -- _ 2"X6"PLUD/BINGHALL �-1"X6"J'LUDll3INGldiiLG — 1� \Ip" N q - ---- A/H ®� \ —WE o0 ;no M. BATH' � I � � 4---26 ICIASCONNECI UD9 INC IVALL 2'8 X 68 2'4� 6'8 —� 4 „ �< If) LIZ BEDROOM 2PRATMUNG _ 12' _ — F YER -� K 2'8 X 68 N / I zyy 20H1AN FIRE1? ED EP CTRIIC. ANEL I x N } \ W/ = 5/8"TYPE 'X'DR I'rI'AL _ _ P MP TIC BALLARD I I ACCESS p MASTER BEAROOM 0 0 / 3'0 X x rIl '8 0 PROTECTION / l —1 - A.C. 8'r•LATC LING / — — — — I I -- wPJ�FI w =L Z/, — _ - - CA Gl. --- AC UJJY )NNF.Ci (2) � 5 SH 10 7�-6rf ENTRYPORC I --- — — I8'-8" 12"X 12" COLUMN BLOCK U- I PI PRECAST LINTEL & BEAMBLOCK I / I I I ❑� [] 16' X 7' OVERHEAD GARAGE DOOR SON ` ` _ IS' 4' 20' FLOOR PLAN SCALE: 1/4 "=1 ' LEGEND 2-4/0 1-210 MCM THW AL. �ELLECTRICAL o �vaP/GFI WEATHER PROOF GROUND FAULT C 120/240 10 3W NEMA 3R �J- <PH TELEPHONE OUTLET 150 AMP. 10K AIC ENCLOSED a�R O 4' FLORESCENT CIRCUIT BREAKER ONLY WHEN U_ QC POSSIBLE �-❑,�J TELEVISION CABLE/ANTENNA OUT EXTERIOR UNIT IS REO'D. ELSE: 13 RECESSED 150 AMP. MAIN BREAKER PANEL CEILING LIGHT H EXHAUST FAN WITH LIGHT 1201240 10 3W NEMAI ti POWER CO. METER 150AMP. MLO FLUSH MOUNT s RECESSED LIGHT EXHAUST FAN POSSIBLE EYE -BALL TRIM PANEL PENDANT LIGHT, BAR LIGHT ® HANGING LIGHT 3 OR 4 WAY SWITCH AS PER USE RUN 1 #4 TO 5/8'GROUND EXTERIOR LIGHT $ SWITCH ROD AND FOOTER 2-4/0 1-210 MCM THW AL. WALL LIGHT SINGLE POLE STEEL (LIFER) SERVICE CABLE COACH LIGHT YARD LIGHT 220 VOLT OUTLET NOTE: ALL ELECTRICAL MATERIALS AND COMBO SMOKE/ - INSTALATIONS SHALL COMPLY WITH APPLICABLE CO DETECTOR PROVISIONS OF THE NATIONAL ELECTRIC CODE, FLOOD LIGHT LOCAL ORDINANCES, FLORIDA POWER & LIGHT. SWITCHED OUTLET LECTRICAL RISER DIAGRAM. (NOT TO SCALE) Drawina File: C:\ACAD2008\DR WINGS\GARAGE RIGHT SPEC.DWG a NOTES: 1) MECHANICAL CODE 601.4 TO BE MET; OVER DOOR OR LOOP STILE RETURNS. 2) INSTALL AFCI ARC FAULT BREAKERS INALL BEDROOM CIRCUITS 3) ALL ABOVE ATTIC 111ALLS TO HAVE R-30 BA TT. INSULAT ION. 4) INSTALL EXTERIOR SOEr, IT BOARD ON PORCII CEILINGS. 5) ALL WINDOWS AND DOORS TO BE IMPACT RATED. CONDITIONED AREA VOL UME=10920.3 FT.'' FRAME WALLS DRA FVN @ 31/2" UNLESS NOTED OTIIER JIVISE. BLOCK WALLS DRA 111N @ 8 ". LINTEL HEIGHTIS C-8" UNLESSNOTED OTIIERFVLSE 8'-0" T1'P. HIALL HEIGHT FWAIIIE BEA.RINC N ;ALL TAB ULA TION LIVING AREA 1282 SQ. FT. GARAGE 391 SQ. FT. FRONT PORCH 92 6Q. FT. TOTAL SQ. FT. ,'G.r SQ. FT. ELECTRICAL NOTES: 1. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN A DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILIAR ROOMS OR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERUPTER, COMBINATION -TYPE, INSTALLED TO 2. ALL RECEPTICLES MUST BE TAMPER RESISTANT (NEC 406.12). 3. ALL KITCHEN, BATHROOM, GARAGE, EXTERIIOR, LAUNDRY, UTILITY & WET BAR OUTLETS INSTALLED WITHIN 6'-0" OF THE OUTSIDE EDGEOF A SINK SHALL HAVE GROUND -FAULT CIRCUIT INTERUPTER (GFCI) PROTECTION (NEC 210.8). 4. ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING / GREAT ROOMS, DENS, SUN ROOMS, OR SIMILIAR ROOMS SHALL HAVE RECEPTICLE OUTLETS INSTALLED IN ACCORDANCE WITH NEC210.52 A)(1)-(A)(4). 5. ALL SMOKE DETECTORS TO BE INSTALLED IN ACCORDANCE WITH FBC 7TH EDITION (2020), SECTION R314 AND NFPA 70. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, WITH SMOKE DETECTOR / CARBON MONOXIDE COMBO OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY F THE BEDROOM & ON EACH ADDIONAL STORY OF THE DWELLING. SMOKE DETECTORS SHALL BE INTERCONNECTED & SHALL HAVE BATTERYBACKUP. ALL SMOKE DETECTORS SHALL BE ARC -FAULT PROTECT :D. 7. IF A HOUSEHOLD FIRE ALARM SYSTEM IS 1 STALLED, IT SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION & A ARM AS REQUIRED BY FBC 7TH EDITION (2020), SECTION R314, R 31 & NEC 760. 8. AN APPROVED OPERATIONAL CARBON MO OXIDE ALARM SHALL BE INSTALLED WITHIN 10' OF ALL SLEEPING AREAS. 9' WATER HEATER T & P RELIEF VALVE FULL SIZE TO EXTERIOR. WATER HEATER AT FINISHED FLOOR LEVEL TO BE IN PAN W/ DRAIN TO EXTERIOR W/ THERMAL EXPANSION DEVICE. 10. COMBUSTIBLE INSULATION SHALL BE SEPERATED A MIN. OF T FROM RECESSED LIGHT FIXTURES, FAN MOTORS & OTHER HEAT PRODUCING DEVICES. 11. GARAGE DOOR BUTTONS ARE TO BE LOCATED NOT LESS THAN 5'-2" A.F.F. OF HOME. 12. SHOWER RECESS CANS ARE TO BE WEATHER PROOF. 13, ALL OUTLETS ARE TO BE MOUNTED AT 15" A.F.F. UNLESS OTHERWISE NOTED. 14. VERIFY ALL ELECTRICAL LOCATIONS W/ BUILDER. 15. LOCATE CIRCUIT BREAKER PER INDUSTRY STANDARDS. 16. LOCATE ELECTRICAL METER PER INDUSTRY STANDARDS. 17. ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET STANDARD NATIONAL ELECTRIC CODE (2017 NEC), NFPA 70 & ALL CITY, COUNTY & STATE CODES, INCLUDING THE CURRENT FLORIDA BUILDING CODE. 18. APPLIANCE OUTLETS, INCLUDING OUTLETS IN A LAUNDRY ROOM, SHALL BE INSTALLED WITHIN 6' OF THEIR INTENDED LOCATION, 19. ALL 125-VOLT, 15 & 20 AMPERE CIRCUITS, SUCH AS RECEPTACLES WITH USB CHARGERS, SHALL PROVIDE INTEGRAL CLASS 2 CIRCUITRY, NOTE: ALL ELECTRICAL MATERIALS & INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND LOCAL POWER COMPANY. 39' 1� 04 r FOUNDATION PLA:"I .I EVA ` SCALE:1/4"=1',0,4 .: a• � � � ,``\\\1111irrrlo1, PER MY REVIEW THESE PLANS FOR THE PRCkp � CE LOCATED AT 7408 SAN CARI.OS DRIVE, FT. P��I al ARE IN 3ONFORNIANCE WITH SECTION 1S09.0l`N-fHL2Q420F�DA-_ BUILD11" G CODE 7TH EDITION (20120. - BY _ E OF TODD N. SMITH P.E. # 42082 %�or�•!20R�oP'�„`�'' .` /ONA��� `I7�11111P11\\\\` In z 0 m r` rn 0 O I w C" w F I� �(D a: U 0) I- z 0)w �Z m O V) J N J w Wrw W Z U F- ^N z00 U o O c0 J m r) 0W >_ly- p O a � Q :D J z w m r o U0-1 0 U z>,o Ll w D_ �o [D • 0) WI,-, (\4 �W(yw LIJ f-n�w z W > z LL W U Q co O LL- N O LO U _ W U U W n O ::) J 0 U Q J z Q W U V) I 00 0 LL O 0 00.4 0 w SCALE: SHEET 1 /4" = 1'-0" DATE 6-29-2021 OF SHEETS DRAWN BY D.B. 12 It I \1 16" TYP. STUCCO FINISH +20.3 +21.7 +23.3 FRONT ELEVATION SCALE: 1/4 "=I ; ATTIC VENTILATION PER FBC R806.2(2) THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF SPACE VENTILATED. A REDUCTION TO 1/300 OF THE AREA OF SPACE IS PERMITTED WHEN 40% TO 50% OF THE REQUIRED VENTILATING AREA IS IN THE UPPER PORTION OF THE SPACE, WITH THE BALANCE OF THE VENTILATING AREA PROVIDED BY EAVE OR CORNICE VENTS. TOTAL SQ. / FT.. = 1765 X 144 / 150 =`1694 SQ. IN. OF VENTILATION REQUIRED. TOTAL SQ. / FT. = 1765 X 144 / 300 = 847 SQ. IN. OF VENTILATION REQUIRED IF 40% VENTED THRU UPPER ROOF. 847 X .40 = 339 SQ. IN. REQUIRED WITH UPPER ROOF VENTS AND THE REMAINDER (508 SQ. IN.) SUPPLIED BY SOFFIT VENTS. CONTRACTOR CONTRACTOR TO PROVIDE ATTIC VENTILATION BASED ON THE CALCULATIONS SHOWN ABOVE. rn zz c� E- a zw d w A 0 Pr O � w o a; o� 0) W zI (D z _ �Z) Ln 0 L0 N W DESIGNATES COMPONENT/CLADDING w f \ PRESSURES IN P.S.F. _ ° J V) 0 Z I� TL Z 00 Q 0 N J � V 1 m O> C) nY O Lli J Q Z V)Z U Q W 12 m METAL ROOFING OVER 5 PEEL-N-STICK MEMBRANE OVER 518" CDX PLYWOOD > REAR ELE TION + 20.3 + 20.3 PRE-ENGINEERED WOOD O C. SCALE: U4 -1 ALL TIEDOWNSAS TRUSSES@2'O. PER ENGINNERS SPECS s^ ATTIC INSULATION PER ENERGY CALCS Q -1 2"X 6"SPRUCE SUB -FASCIA ry Q_ I� \ ! IIALU INUMRIPEDGE D— �\.Ln - ------ —---- W w �t = - a rn 0 z W O cn 2 COURSE BEAM BLOCK DOUBLE TOP PLATES J J BOND BEAD? P11PRE-CAST � L � j I i 16" CANTILEVERED OVERHANG LINTELS OVER OPENINGS w 6V/ VENTED VINYL SOFFIT 97/1 #5 CONT, IN EACH W U N LLJ F r " INTERIOR FRAME IfALLS ( _ W/2" X 4" STUDS@ 16" O.C. CULTURED MARBLE (BEARING WALLS TO HAVE W w 1/2"MAX CEMENTACIOUS FINISH WINDORSILLS 8 -1" FASTENERS AS PER SCHEDULE) \ � LL � (� OVER CBS BLOCK WALLS / Z (0 IL 1 3/4" FIRRING STRIPS Q O 11 /@ "" O. C W/ 1/2" N O Z/ DRYWL ALL @ CEILINGS #5 DOFVELS & DORNRODS ✓✓✓ &WALLS AS PER FLOOR PLAN WALL INSULATIONAS PER ENERGY CALCS P.T. BOTTOM PLATES W O 4" CONCRETE SLnB „ If/ 6X610/10 W. W.A-1 U MAINTAIN 12 OF FOOTER .LEFT ELE f' 7T fi T ION IN FINISIi GRADE OR FIBERMESH SCALE: 1/4 w LIJ a d \ CLEAN WELL COMPACTED °O ° a ° TERMITE TREATED )7ILL' 20" 1V X 20" D EXTERIOR MONOLYTHIC FOOTER INTERIOR BEARING STEP-DOWNFOOTER 2 #5'S CONT. AS PER AS PER FOUNDATIONPLAN FOUNDATIONPLAN � U J WALL SECTIOly SCALE: 1/2 "=I ' W C0 0- LL FILE COPY O O IT pq 17-PER MY REVIEW THESE PLANS FOR THE. PRO�'00 r)i R, SIDENCE a LOCATED AT 7408 SAN CARLOS DRIVE, FT. P� �; S-k �I,E CO. W ARE IN CONFORMANCE WITH SECTION �T 'FOFiIDA + 22:7 ^ +21.7 BUILDING CODE 7TH EDITION (2020 �' SCALE: SHEET �..": i"„q 1°a dx ilk 4;n_41 n,. Drawing File: C: \ACAD2008\DRAWING. \GARAGE RIGHT SPEC.DWG STRAPAN T I E D O W N SCHEDULE 2x) DENOTES NUMBER OF FASTENERS REQUIRED @ A SPECIFIC BEARING LOCATION UPLIFT FORCES SUPPLIE BY THE MANUFACTURER OF THE PRE-ENGINEERED TRUSSES. ENGINEER MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. CONTRACTOR SHALL VERIFY ALL BEARING FOOTER LOCATIONS WITH FINAL TRUSS ENGINEERING LAYOUT. RUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION. RI FRAME BEARING WALL FASTENERS TOP PLATE TO BOTTOM PLATE CONNECTIONS WALL ANCHOR CONNECTION TRUSS IDENTIFICATION BEARING JOINT REQUIRED UPLIFT TRUSS TO TRUSS TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING TOP PLATE TO STUD CONNECTION SPACING MAXIMUM O.C. STUD TO BOTTOM PLATE BOTTOM PLATE TO FOUNDATION ANCHOR SPACING MAXIMUM O.C. B5 1 4 172 HETA20 N/ A B4 12 9 22 / 178 HETA20 B3 9 7 22 / 152 HETA20 B2 10 7 20 / 169 HETA20 MTS16 SPH4 32" SPH4 5/8" ANCHOR 32" B 1 10 7 19 / 176 HETA20 MTS16 3211 32" A13 13 8 64 / 677 HETA20 MTS16 3211 3211 Al2 12 8 28 / 240 HETA20 MTS16 3211 32" Al 1 12 8 28 / 246 HETA20 MTS16 3211 3211 A10 141 10 29 / 244 HETA20 MTS16 3211 32" A9 141 10 29 / 244 HETA20 MTS16 3211 32" A8 19 10 28 / 234 HETA20 MTS16 32" 32" A7 14 10 29 / 244 HETA20 MTS16 3211 32" Al 18 13 12 322 529 / 267 HETA20 N / A A2 18 13 12 323 527 / 252 HETA20 A3 19.14 13 358 532 / 558 HETA20 - A4 17 12 11 358 541 / 530 HETA20 A5 191 12 11 591 551 / 345 HETA20 A6 201 13 12 760 / 1626 / 2336 2X) HETA20 HIPCORNERS & JACKS HIP DETAIL -HETA20 VALLEY TRUSSES MTS12 @ EACH END & 2' O.C. WHERE APPLICABLE MEAN ROOF\ EIGHT ® h 0 0 3 2e �a 2e 1Q 2r 2r D J � � (D COMPONENT & CLADDING NOMINAL PRESSURES: ASCE 7-16 (160 MPH Vult) (124 MPH Vasd) EXP. 'B' HIP ROOF SLOPE: >200 - 270 (4 1/2" TO 6 PITCH) HEIGHT: <15' DJUSTMENT FACTOR: 0.82 EFFECTIVE AREA (SQ. FT.) ZONE 0<10 11<20 21 <50 51 <100 0-21 It 4 +22.7 -24.6 +21.7 -23 6 +20.3 -22.2 +19.3 -21.2 a o � 5 +22.7 -30,4 +21.7 - 28 3 +20.3 -25.6 +19.3 -23.6 u_ 1 +16.9 -30.4 +14.6 -26 9 +11.6 -22.3 +9.2 -18.8 O 0 2e +16.9 -41.9 +14.6 -37 14 +11.6 -37.4 +9.2 -27.1 2r +16.9 -41.9 +14.6 -37 4 +11.6 -37.4 +9.2 -27.1 3e +16.9 -41.9 +14.6 -37 4 +11.6 -37.4 +9.2 -27.1 1 -36.4 -36.4 -35.4 -35.0 wz 2e -47.0 -45.0 -42.4 -40.4 0= 2r -47.0 -45.0 -42.4 -40.4 3 -56.3 -49.9 -41.6 -35.2 DISTANCE (a) IS 3.33' y O NQ WIND DESIGN ZONES SCALE: NTS 1" x 6" P.T. ATTACHED TO MASONRY WALL WITH A POWDER ACTUATED FASTENER EMBEDDED A 8" BLOCK MINIMUM OF 1" @ 24" WALL O.C. 0SRE COLJA CA0TCt`IC0C nN1 T(1D ANIfl FRAME BEARING WALL DETAIL -SPH4 SPACED- '1_ _PER SCHEDULE LSTA18 STRAP SHOWN HALF PER SIDE 2-2"X 12" HEADER W/ PLYWOOD FLITCH 2" x 4" WALL STUD SEE CHART FOR # OF STUDS ATTACHED TO 1" x 6" AND JACKS REQUIRED P.T. WITH 10d FRAMING NAILS AT 2' O.C. MAXIMUM TO TO TO TO HEADER SPAN 62" 92" 122" 182" F JACKS 1 2 3 3 UNODER HEADER # OF FULL LENGTH STUDS AT EACH END OF HEADER WALL HEIGHT 1 2 2 3 -10, WALL HEIGHT 2 3 3 4 +10' JACKS AND STUDS SHALL BE NAILED TOGETHER WITH 12d COMMON NAILS AT 6" O.C. STAGGERED INTE 1-1-FRAME FRAME TO MASONRY IOR WALL CONNECTION HEADER CONNECTIONS Q BEARING WALLS JACK & STUD REQUIREMENT KSM ENGINEERING SPECIFIES FASTENERS THAT SUPPLY UPLIFT,ANCHOR SCHEDULE NOTE KSM ENGINEERING BEFORE SUBSTITUTING ANY SPECIFIED FASTENOERDS. NOT ALL FASSTENERS LISTED ARE REQUIRED, SIMPSON USP UPLIFT PROVIDED FASTENING NOTES 2x) DENOTES NUMBER OF FASTENERS REQUIRED @ A SPECIFIC BEARING LOCATION, SPRUCE SY PINE HUS26 1550 GIRDER (14) 16d NAILS / TRUSS (6) 16d NAILS HETA20 1810 (10) 1Od X 1 1/2" NAILS / EMBEDDED 4" INTO CONCRETE 2x) HETA20 2035 SINGLE TRUSS (12) 10d X 1 112"/ EMBEDDED 4" INTO CONCRETE 2x HETA20 2500 DOUBLE TRUSS (14) 16d NAILS / EMBEDDED 4" INTO CONCRETE MGT 3965 (22) 10d NAIL W/ 5/8" ALL -THREAD ROD EPDXIED 12" MIN. INTO CONCRETE VGT 4940 (16) 1/4" X 3" SIDS SCREWS W/ 5/8" ANCHOR EMBEDDED 12" MIN. INTO CONCRETE H5 265 455 (8) 8d NAILS MTS16 860 1000 (14) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER) HTS20 1245 1450 (24) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER) LSTA18 970 1170 (14) 10d NAILS (HALF OF NAILS PER MEMBER) HGAM10 585 810 TRUSS (4) 1/4 X 1 1/2 SIDS SCREWS / MASONRY (4) 1/4 X 2 3/4 TITEN 2 TAPCONS HDU4 3285 4565 (10) 1/4" X 2 1/2 DS SCREWS W/ 5/8" ANCHOR EMBEDDED 7" MIN. (2-PLY MIN.) SPH4 / SPH6 1065 (10) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER) HUC410 1800 (18) TTN25134H TAPCONS W/ (10) 10d NAILS HUCQ410 1 2265 (14) 1/4" X 2 1/2" 111EN TAPCONS W/ (6) 1/4" X 2 112" SDS SCREWS INTO BEAM PRECAST LINTEL & ONE COURSE BEAM Al- BLOCK W/ 1 #5 REBAR IN EACH e I I I I I (2) #5 VERTICAL BARS a I a IN FILLED COLUMN W WHERE I MEETS RIDGE BETWEEN TRUSSES, INSTALL 1 Q 1 12 X 12 RIDGE BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED WALL SUPPORT C) / TO BE CU TO MATCH SLOPE). NAIL WITH 3-16d NAILS PER END VALLEY RSTE li HIP CATS SHALL BE T NED 1 1 CONTINUOUS TO RIDGE � 1 1 TO TRUSSES W/ (2) 16 INAILS PER END / OR VALLEY I I !� ATS W/ HIP TRUSSES V ' / MTS12 STRA• I IYZ I I Z @ ENDS & T HIP GIRD R TRUSS 4' O.C. I j NAIL HIP JACK TRUSSES W/ I / ( TOP CHORD 2- #10 COMMON BOTTOM CHORD 2410 COMMON SUB -FASCIA BOARD HEN USING/ I \ / ALLEY CA - - - - - - - - - \ ROOF SHEATHING TO BE / \ CARRIED OVER 2 SPANS N ro i 2" X 4" BLOCKING @ WALL EDGE & MID -SPAN **6d ROOFING NAILS U 0) P INSTALLED BETWEEN TRUSSES / @ SOFFIT JOINTS (D 2 INTERLOCKING W/ (2) 10d NAILS @ EACH END; SOFFIT JOINT FASTENED z F BLOCKING MAY BE INSTALLED W/ 6d ROOFING NAILS o e �. o a o _ 0) ON THE FLAT OR ON EDGE �.... ' C v "I VALLEY DETAIL 2 X 6 .I.. ....................... W 30" MIN. i / / ° a A MAXIMUM OF A l-1/2 SUBFASCIA 1 .I • J a I G A 1 d d..a d b -d '-\ a _�- INTERLOCKING BETWEEN THE STRAP - d FILLER MAY BE USED EE D ... .............. ..... `` ,, ° PRE ENGIN RE "`H < I d d o v AND THE TRUSS WITH 10d TRUSSES SOFFIT JOINT FASTENED COMMON NAILS IF THE W/ 6d ROOFING NAILS a d ° • d R..0 d Q DISTANCE BETWEEN THE (N )6" MIN // STRAP &TRUSS IS GREATER THAN 1/8" (• . • . ................. 4 o d d / / / / / / / / / HIS ELIMINATES THE / ....... CQ �\ \\ \\ \ \ SLACK IN THE ROOF SHEATHING /\/\/\/\/ STRAP T O TRUSS VINYL SOFFIT /Li . ....... .................. I. n o. �,30" X 30"�0 PAD FOOTER // I INTERLOCKING _ o / a d ' i CONNECTION. ** 6d ROOFING NAILS W/ SPACING SOFFIT JOINT FASTENED cn • o • • \ j l 4 # � ARS � CH /Y \/\\/ AS PER SCHEDULE ........................... U > N / o•/////�//�/ / // W/ 6d ROOFING NAILS J r� REPLACMENT (n C0 / / / /� \%\\/ TRUSS BOTTOM VIEW (2 PANELS SHOWN) lJ J x Q / / / FR 0 NT PORCH DETAIL 1 i / ANCHOR NLJ L\\._'zL /�//CUT VIEW ** REFER TO MANUFACTURER'S REQUIREMENTS oF, O \ , \� FOR NAIL TYPE & SPACING. L z _j z �zU VINYL/ALUMINU_.111 SOFFIT DETAIL r Ld O n X DOOR AND WINDOW ATTACHMENT SPECIFICATIONS Lu I' I MASONRY (NEW CONSTRUCTION) WINDOWS -THE 2 X 4 P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH O 3/16" DIA. X 3 3/'�" TAPCONS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. THE WINDOWS SHALL BE ATTACHED TO THE BUCKS WITH #10X 1-5/8" FLAT HEAD SHEET METAL SCREWS IN EACH PRE - MANUFACTURED HOLE. DOUBLE WINDOWS SHALL BE INSTALLED WITH REINFORCED JOINING MULLIONS. USE A SIMPSON MTSM16 STRAP WHEN THE EMBEDDED BUCK ATTACHMENT OPTION (WINDOWS) - 1X P.T. BUCKS MAYBE USED ONLY W/ 3/16" DIA. TAPCONS @ EACH STRAP IS MISSED OR FURTHER THAN 1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 860 LBS OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE ENGINEER CONNECTIONS FOR MISSED/MISPLACED TRUSS STRAPS N Z I 0 P i i a i RAFTERS,!i � T US)SES W/ MINIMUM @ALL LOCATIONS N � FASTENED TO% 3-16AIL \ t. I RIDGEBO"ARD" W/ / \ N SIMSON A34OR E- D \ cn m cn I cn Till 12" X 12" BLOCK COLUMN i i SiMPSON LSTA18 I- o f- Q ._O ,AS P,ER NOTE:,•,. I Ii / 2 X4 CONTINUOUS BLOCKING REQUIRED NAIL END OF JACK TRUSSES W/ ' %i 4' UP FROM ROOF EDGE, NAILED W/ TOP CHORD 3- 16d COMMON IF ROOF SHEATHING IS NOT INSTALLE / 2-16d @ EACH END. 1st SHEET ROW FROM BOTTOM CHORD 3-16d COMMON ow o UNDER VALLEY FRAMING, THE TOP EDGES SHALL BE FULL 4'X 8' SHEETS. w I : ° BLOCK WALLS I ° .I CORDS OF THE TRUSSES SHALL BE ROOF SHEATHING NAILED @3"O.C. ON JACK 1 TRUSS CONNECTION CT ION O v w J r I I I BRACED W/ 2" X 4" PURLINS @ 2' O.C.. FASTEN 2 X 4'S TO SUBFASCIA AND @ 4" O.C. ON THE @ EACOH TRUSS (ONLY READ. UNDER VATHE BTTOM SIDE OF THE TOP CORDS LLEY THE LEY FRAMING) 2-16d NAILSREMAINING EDTHE F LOCKING MAY BE �Q HIP AND GIRDER TRUSSES v INSTALLED ON FLAT OR ON EDGE.) I .I (2) #5 DOWELS ire f I• I � Id. � � 7A I I I L I I I I I I '17 BOTTOM CHORD O TRUSS CEILING BOARD-J 1/2" DRYWALL ON -- EACH SIDE OF WALLS 2X4 STUD WALL @ 16" O.C' SINGLE 2 X 4 TOP PLATE ATTACHED W/ 1-16d @ EACH TRUSS ABOVE; IF WALL RUNS PARALLEL TO TRUSSES W/ NO TRUSS ABOVE, INSTALL 2 X 4 BLOCKING BETWEEN TRUSSES @ 2' O.C.. NAIL BLOCKING W/ (2) 10d NAILS @ EACH END. NAIL TOP PLATE TO BLOCKING. __-�NON 13EARING FRAMED WALL SINGLE 2X4 PT BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 18" O.C. CONCRETE SLAB y TYPICAL WOOD FRAMED NON -BEARING WALL SECTION ALLOWABLE SPANS FOR ROOF HANDFRAMING UNSUPPORTED CLEARSPANS 12"O.C.16"O.C. 24"0.C. 2 X 4 = 8'-8" T-6" 6'-1" 2 X 6 = 13'-8" 11'-1" 9'-8" 2 X 8 = 18'-0" 15'-7" 12'-9" RIDGEBOARD: 2" LARGER THAN RAFTERS ALTERNATE CONNECTIONS I.L.O. J-BOLT: 1. MIN. (6) 1/2"x 5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. EMBED. EPDXY W/ SIMPSON SET-XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER 2x6x12 P.T. SYP #2 CENTER BUCK 6" -1/2" J-BOLT W/ 5 1/2" EMBED. • r 12x P.T. SYP #2 NAILER W/ (1) 1/4"x2-3/4" 1%2" MIN. \ - TAPCONS @ 24" O.C. & 4" FROM ENDS 4" FROM EDGE OF OPENING OF BLOCK ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT MIN. (6) 1/2" DIAMETER J-BOLTS USING 2"X2" SQ. WASHERS j W/ 5-1/2" MIN. EMBED, AT EA. 2x6 P.T. DOOR BUCK, EACH SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE •� GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING ANCHORS @ 24" O.C. MAX. NOTE: CONTRACTOR TO VERIFY BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR MFR.'S WRITTEN SPECIFICATIONS • BOLTS START 8" MAX. - ABOVE GARAC,E F.F. • - OVERHEAD GARAGE DOOR BUCK CONNECTION DESIGN PARAMETERS (ASCE 7-16 A) WIND FORCES 1) RISK CATEGORY = CATEGORY II B) CONCRETE COMPRESSIVE STRENGTH =3000 PSI V ult. = 160 MPH C) ROOF LIVELOAD =20 PSF V asd. = 124 MPH D) ROOF DEADLOAD =17 PSF 2) WIND EXPOSURE = B E) FLOOR LIVELOAD =40 PSF 3) INTERNAL PRESSURE COEFFICIENT =. 18 (ENCLOSED) F) MIN. SOIL BDRING CAPACITY (ASSUMED) =2000 PSF 4) COMPONENT/CLADDING PRESSURES (PSF) G) COMPACT SC)ILS TO 95% OF THE MODIFIED PROCTOR AS SHOWN ON PLANS PRE-MANUFAC' URED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN. DOORS - THE 2X P.T. DOOR BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 1/2" SPECIFIED ANCHORS @ 24" O.C. OR W/3/16" TAPCON ANCHORS @ 16" O.C. THE DOOR JAMBS SHALL BE ATTACHED TO THE BUCKS W/2410 WOOD 0 SCREWS @ 16" O.C. PER SIDE. ALL SLIDING GLASS DOORS SHALL HAVE ALL PRE -MANUFACTURED HOLES FILLED (� WITH #10 SCREWS ATTACHING THE FRAME TO THE ROUGH OPENING. Q BUCK ATTACHMENT OPTION (DOORS) - 1X P.T. BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. PENETRATING THROUGH THE DOOR JAMB INTO THE MASONRY WALL 1 1/2" MIN. z i Lo a FLASHING REQUIREMENTS- ALL NEW EXTERIOR OPENINGS SHALL BE IN ACCORDANCE WITH FBCR 703.4 W W 0 NOTE: IF THE MANUFACTURER OF THE DOORS AND/OR WINDOWS HAVE MORE RIGID SPECIFICATIONS, -) USE THEIR ATTACHMENT PROCEDURES IN LIEU OF THE ABOVE. ALL FASTENERS SHALL BE 6" FROM THE ENDS AND CORNERS. Z W O ALL TAPCONS SHALL HAVE A MINIMUM EMBEDMENT OF 1 1/2" INTO MASONRY WALLS. Q n J �K �K IF THE MASONRY OPENING IS TOO WIDE OR HIGH TO INSTALL THE BUCKS AS DESCRIBED ABOVE, 0- co THE CONTRACTOR SHALL CONTACT ENGINEER FOR ALTERNATIVE BUCK & FLASHING INSTALLATION REQUIREMENTS. O W LL LIQUID APPLIED FLASHING MEMBRANE w W U C\ BETWEEN BLOCK & P.T. BUCK FROM THE 11- I` EXTERIOR EDGE OF THE BUCK TO THE > L1J U INTERIOR EDGE OF OPENING. W - [h WINDOW OR DOOR ATTACHED TO BUCK n W El a ---PER MANUFACTURER'S REQUIREMENTS Z El ],,_, LIQUID APPLIED FLASHING MEMBRANE W C) L SHALL NOT BE APPLIED IN AREAS THAT WILL BE IN DIRECT CONTACT WITH z CQ LL LL SURFACE APPLIED STUCCO. LL 1. LIQUID APPLIED FLASHING MEMBRANE SHALL BE APPLIED TO THE MASONRY OPENING & THE N C BACK OF EACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY FLUID TO EXTERIOR AREA THAT Ln IS TO RECIEVE STUCCO. CONTRACTOR TO FOLLOW ALL MANUFACTURER'S INSTALLATION REQUIREMENTS SPECIFIC TO THE PRODUCT BEING APPLIED. 2. LIQUID APPLIED FLASHING TO COMPLY WITH AAMA 714-12 OR 15. 3. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS W Q OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. > U 4. SEE DOOR & WINDOW ATTACHMENT SPECIFICATIONS FOR BUCK ATTACHMENT REQUIREMENTS. 5. PER I.R. CO. BUILDING DEPT.; A SAMPLE / LEFTOVER TUBE OR CONTAINER IS REQUIRED TO BE ED w LEFT ON SITE FOR VERIFICATION THAT PRODUCT USED MATCHES SUBMITTED DOCUMENTATION U u (PRODUCT APPROVAL FORM). W (n SOME PRODUCTS THAT COMPLY WITH AAMA 714-12 OR 714-15: L� nn O J DUPONT TYVEK FLUID APPLIED WB+ (AAMA 714-15). V I OSI QUAD FLASH LIQUID APPLIED FLASHING MEMBRANE (AAMA 714-12). FORTIFIBER BUILDING SYSTEMS MOISTOP SEALANT & LIQUID FLASHING (AAMA 714-15). PROTECTO WRAP LWM200 (AAMA 714-15). PROSOCO R-GUARD FAST FLASH (AAMA 714-12). BASF MAXFLASH LIQUID FLASHING MEMBRANE (AAMA 714-15). Z W MASTER WALL INC. SUPERIORFLASH (AAMA 714-12). Q U MASONRY OPENING FLASHING DETAIL �' w (FBCR 703.4) 00 O ENGINEER'S CERTIFICATION PER MY REVIEW THESE PLANS FOR THE PROPOSED I,\FiSiI(DENgE LOCATED AT 7408 SAN CARLOS DRIVE, FT. PIERCE, JoE ijr® SHEET ARE IN CONFORMANCE WITH SECTION 1609 OF, Rc®' BUILDING CODE 7TH EDITION (2020). - 2082 •'•. ® si BY I PROJECT # TODD N. SIOITH P.E. # 42082 s •.. STAFF_ OF ®•'...ogva' 21140 CASING BEADS, 1/8 INCH SEPARATION STUCCO INSTALLATION INFORM TION SPACE -BAKER ROD AND CAULK 7,11.4.1 WALLS - DELINEATE AREAS MAX. 144 SQFT FBC BUILDING 2510 AND 2512 CEILINGS -MAX. 100 SQFT FBC RESIDENTIAL 703.6 AND 704 7,11.4.2 DISTANCE BETWEEN CONTROL JOINTS MAX. 18 FT EITHER DIRECTION ASTM C926-98A (2005) OR LENGTH TO WIDTH RATIO 2 % TO 1 ASTM 1063-06 (18 FT LONG AND 4 FT HIGH = 18/4=4.5 RATIO LONG SIDE: SHORT CMU SOLID BASE -LATH AND ACCESSORY IN PECTION REQUIRED SIDE RATIO, WHICH MEANS IT EXCEEDS THE 2 X:1 RATIO, 18 FT LENGTH IS TOO CEILINGS, SOFFITS, ENTRIES, GABLES, PENET ATIONS, OPENINGS, DISSIMILAR LONG FOR THE MATERIALS, ETC 4 FT HEIGHT BETWEEN CONTROL JOINTS) C926 A2.1.4 DISSIMILAR MATERIAL -V-JOINT IN LIEU OF CASING BEAD CONTROL JOINTS IN CEILINGS - FRAMING CHANGES DIRECTION STUCCO ABUTS -WOOD OR METAL DOOR AND WINDOW FRAMES 7.11.5 FOUNDATION WEEP SCREED THREE COAT -THROUGH SECOND ANC FIRST COAT -viz INCH V-JOINT BOTTOM OF ALL STEEL OR WOOD FRAMED EXTERIOR WALLS TWO COAT -THROUGH FINISH COAT -1/8 INCH V-JOINT BOTTOM EDGE MIN. 1 INCH BELOW JOINT, NOSE OF SCREED MIN. 4 V-JOINT MUST BE UNIFORM DEPTH A14D WIDTH INCH (FBCR 6 INCH MORE STRINGENT) ABOVE GRADE OR 2 INCH ABOVE PAVED SURFACES PLYWOOD 1 INCH BELOW JOINT APPLIES TO MID WALL WEEP SCREED AS WELL C1063 TABLE 3 NOTE A - PLYWOOD REQUIRES 1/8 INCH GAP BETWEEN WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE ADJOINING SHEETS FOR EXPANSION (ENDS AND SIDES) VERTICAL FLANGE FBCR 704 REQUIRES MIN. 6 INCH BETWEEN EXTERIOR WALL FASTENERS - ASTM C1063 NAIL SIZE AND T PE- (NO DOUBLE NAILING IN LIEU COVERING AND GRADE -STEEL, WOOD OR CMU OF COMPLIANCE) EXCEPTION #1 PAINT OR DECORATIVE CEMENTITIOUS FINISH DCF 6.7.1 NAILS -METAL LATH TO WOOD 0.01205 INCH -11 GAUGE W/ 7/16 (JUST FOR COSMETICS) LESS THAN 5/8 INCH THICK INCH HEAD, BARBED, GALVANIZED ROOFING N ILS OR GALVANIZED COMMON NAILS CMU -SOLID BASE -CAN BE TERMINATED WITH A J CHANNEL OR 6.7.1.1 NAILS -LATH TO SOLID SUBSTRA ES '/4INCH LONG CUT IT IS JUST A TERMINATION POINT 6.7.2 SCREWS -LATH 7/16 INCH PAN W FER HEAD 0.120 INCH DIA. SHANK NOTE: OPTIONAL ACCEPTABLE METHOD FOR STUCCO BELOW GRADE 1. LESS THAN 5/8 INCH STUCCO CAN EXTEND BELOW GRADE 7.10.2 LATH TO WOOD FRAMING IF THE SOLID SMOOTH OR NON -ABSORBENT SURFACE (CAST -IN -PLACE OR 7.10.2.1 LATH TO WOOD 7 INCH O.C. MAXIMUM (TOO TIGHT OF SPACING WILL PRECAST EFFECT STUCCO ENCAPSULATION) CONCRETE) I.E. FOOTING, IS PREPARED AS INDICATED IN 7.10.2.2 DIAMOND -MESH EXPANDED LATH, FLAT -RIB EXPANDED LATH, WIRE ASTM C926 SECTION 5.2. 2 THIS AREA OF THE FOOTING MUST BE PREPARED IN LATH, HORIZONTAL FRAMING MEMBERS 1 XI CH ROOFING NAILS VERTICAL ` ORDER TO PROVIDE THE PROPER REQUIRED SUCTION. SOLID CMU FRAMING MEMBERS 6d COMMON NAILS, 1 INCH ROOFING N ILS"-PENETRATION '/<INCH, 1 INCH SURFACES BELOW GRADE (SUCH AS STEM WALL) MUST BE THOROUGHLY ROOFING NAILS -'/ INCH CROWN -ENGAGE MIN. 3 STRANDS -PENETRATE MEMBER CLEANED/PREPARED PRIOR '/ INCH TO STUCCO APPLICATION. 7.10.2.3 EXPANDED 3/8 INCH RIB LATH ACCESSORY END JOINTS AND INTERSECTIONS MUST BE EMBEDDED IN HORIZONTAL AND VERTICAL FRAMING MEMBERS NAILS OR STAPLES SEALANT (CAULKING) HORIZONTAL -1 '/INCH PENETRATION = 2 INCH LONG NAILS OR LATH MUST NOT BURN THE ACCESSORIES -CUT SHORT FOR STAPLES EMBEDMENT/LATH COVERAGE VERTICAL - %INCH PENETRATION = 1 INCH NAILS OR STAPLES DO NOT CAULK CONTROL JOINTS 7.10.2.4 COMMON NAILS -BENT OVER ENGAGE MIN. 3 STRANDS OR BENT VERTICAL CONTROL JOINT MUST BE CONTINUOUS THROUGH HORIZONTAL OVER RIB CONTROL JOINT 7.10.2.5 SCREWS: HORIZONTAL AND VERTI AL -5/8 INCH PENETRATION - BACKER ROD REQUIRED NOT JUST CAULKING ENGAGE MIN. 3 STRANDS (EQUALS 1 INCH LONG SCREWS) 3/8 INCH RIB LATH - AS TM C926 SCREW PASS 4.6 WATER -MUST BE POTABLE, SUITABLE FOR DOMESTIC CONSUMPTION THROUGH RIB BUT NOT DEFORM RI 5.2 SOLID BASES. REMOVE FORM TIES OR OTHER OBSTRUCTIONS- TRIMMED 7.10.3 LATH TO METAL FRAMING 7.10.3,1 18 GAUGE WIRE TIES, CLIPS OR CTHER CARRYING STRENGTH, BACK 5.2.1 SOLID SURFACES SHALL HAVE SUCTION (ABILITY TO ABSORB WATER) CORROSION RESISTANT 5.2.2 SMOOTH OR NON -ABSORBENT SURFACES (SUCH AS CAST -IN -PLACE OR 7.10.3.3 SCREWS: 3/8 INCH THROUGH FRAMING MEMBER -ENGAGE MIN. 3 PRECAST CONCRETE) SHALL BE PREPARED TO RECEIVE STUCCO BY ONE OF THE STRANDS 3/8 INCH RIB LATH -THROUGH RIB DO NOT DEFORM RIB FOLLOWING 7,10.5 LATH TO SOLID BASE -CONCRETE MASONRY METHODS: 5.2.2.1 SANDBLASTING, WIRE BRUSHING, ACID POWER OR POWDER ACTUATED, COMBD POWER ACTUATED AND HARDENED CONCRETE STUB NAILS 5.2.2.2 DASH COAT COMBO -ONE POWER OR POWDER ACTUATED AT EACH CORNER AND ONE 5.2.2.3 BONDING COMPOUND/AGENT AT MID -POINT OF THE LONG DIMENSION, BALANCE CAN BE HARDENED CONCRETE 5.2.3 LATH- -PER C1063 STUB NAILS 7.1,4 SEPARATION SHALL BE PROVIDED WHERE STUCCO ABUTS DISSIMILAR ROWS 16 INCH MAXIMUM O.C. -7 INCA MAXIMUM O.C. SPACING, MATERIALS OR OPENINGS CORROSION RESISTANT '/ INCH LONG MINIMUM 3/8 INCH HEADS 7.1.10 STUCCO COATS THAT BECOME DRY" SHALL BE EVENLY DAMPENED LATH STUCCO) TO LATH 7.9 SPACING OF ATTACHMENT OF LATH 7.2 THREE COAT -7/8 INCH TOTAL THICKNESS -3/8 + 3/8 + 1/8 ATTACH AT 7 INCH MAXIMUM O.C. - IAMOND MESH, FLAT RIB (TIGHT OF 7.2.1 FIRST (SCRATCH) COAT 3/8 INCH THICK MUST EMBED LATH, SCORE SPACING WILL EFFECT STUCCO ENCAPSULATIO) W/ 3/8 INCH RIB LATH AT EACH SURFACE PROPER TOOL FOR BOTH APPLYING STUCCO AND SCRATCHING RIB LAPS 7.2.1.1 FIRST (SCRATCH) COAT BECOMES FIRM -SCORE SURFACE HORIZONTALLY LAPPING LATH 7.2.1.2 FIRST COAT SUFFICIENTLY RGID (FINGER PRINT) 7.8.1 SIDE LAPS -SECURED TO FRAMING EMBERS -TIED BETWEEN SUPPORTS 7.2.2 SECOND (BROWN) COAT 3/8 INCH (HICK W/ 0.0475 WIRE AT 9 INCH O.C. 7.2.2.1 SECOND (BROWN) COAT -BROUGHT TRUE ROD OR STRAIGHTEDGE 7.8.2 METAL LATH SIDE LAPS -'% INCH (NOT MAX OR MIN, TOO MUCH LAP 7.2.3 THIRD (FINISH) COAT 1/8 INCH THICK EFFECTS STUCCO ENCAPSULATION) OR NEST THE EDGE RIBS STUCCO TO SOLID BASES METAL LATH -END LAPS 1 INCH 7.3.1 HIGH SUCTION BASES: EVENLY DAM^ENED END LAPS BETWEEN FRAMING MEMBERS LACED OR WIRE TIED 0.0475 7.3.2 THREE COAT-5/8 INCH TOTAL THi':KNESS -% + �/a + 1/8 INCH GALVANIZED, ANNEALED STEEL WIRE 7.3.2.1 FIRST (SCRATCH) COAT 1/ INCH: BECOMES FIRM SCORE HORIZONTALLY WIRE LATH -LAPPED ONE MESH AT SIDES AND ENDS 7.3.2.2 SECOND (BROWN) COAT �/a INCH: EVEN PLANE ROD OR STRAIGHTEDGE 7.8.3 PAPERBACK LATH -VERTICAL AND HORIZONTAL LAPS BACKING TO 7.3.2.3 THIRD (FINISH) COAT 1/8 INCH BACKING AND METAL TO METAL 7.3.3 TWO COAT INCH TOTAL THICKNESS -3/8 + 1/8 7.8.3.1 BACKING LAPPED MIN. 2 INCH. BA KING SHALL NOT BE PLACED BETWEEN PLASTER BASE (LATH) AND FLANGES OF ACCESSORIES, METAL LATH C926 A1.6.1 MORTAR JOINTS SHALL BE FLUSH NOT STRUCK. DISSIMILAR TO METAL FLANGE MATERIALS SUCH AS TIES, REINFORCING STEEL AND SO FORTH CUT BACK 1/8 CONTACT REQUIRED INCH BELOW SURFACE AND TREATED WITH CORROSION -RESISTANT COATING APPLICATION_ A2.1.6 MAX. DEFLECTION VERTICAL AND HORIZONTAL FRAMING L/360 7.10.1.1, SPACING FRAMING MEMBERS -TY ICAL A2.2.3 VERTICAL AND HORIZONTAL SURFACES MEET - BOTH SURFACES SHALL LATH -WALLS 24 INCH O.C. CEILINGS 12 INCH O.C. TERMINATE WITH CASING BEADS FLAT RIB -WALLS 16 INCH O.C. CEILINGS 16 INCH O.C. VERTICAL SURFACE EXTEND MIN. Y4 INCH BELOW HORIZONTAL - FORM 3/8 INCH RIB LATH -WALLS 24 INCH O.C. CEILINGS 24 INCH O.C. DRIP EDGE 7 INCH O.C. FRAMING MEMBER, 3 8 INCH RIB LATH AT THE RIB HORIZONTAL CASING BEAD TERMINATE MIN. % INCH FROM BACK OF 7.10.1.2 LATH LONG DIMENSION PERPENDICULAR TO SUPPORTS VERTICAL SURFACE 7.10.1.3 LATH ENDS SHALL BE STAGGERE 7.10.1.4 LATH SHALL NOT BE CONTINUOU THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE 7.10.1.5 CEILINGS -CASING BEADS REQUIR D AT COLUMNS, WALLS, BEAMS, OTHER ELEMENTS, MIN 3/8 INCH CLEARANCE BETWEEN ELEMENTS 7.10.1.6 WALLS -LOAD BEARING OR PARTITIONS -CASING BEADS REQUIRED - BUTTING INTO STRUCTURAL WALLS, COLUMNS, FLOOR OR ROOF SLABS, SIDES OR ENDS OF WALL OR PARTITION, LATH SHALL TERMINATE AT INTERNAL ANGLES. 3/8 INCH CLEARANCE REQUIRED LATH INSTALLED SMOOTH GOING DOWN AND ROUGH COMING UP - STUCCO APPLIED WITH FORCE AND PRESSURE GOING UP LATH OVER METAL STRAPS AND OVER PEEL AND STICK ACCESSORIES 7.11.1 METAL ACCESSORIES COMPLETELY EMBEDDED IN STUCCO 7.11.1.1 FLANGES SECURED MAX. 7 INCH O.C. 7.11.3 CASING BEADS ISOLATE NON- BEARING MEMBERS FROM LOAD BEARING MEMBERS ALL PENETRATING ELEMENTS SEPARATE DISSIMILAR MATERIALS 7.11.4 CONTROL JOINTS SINGLE PREFABRICATED PRODUCT R TWO PIECE EXPANSION JOINT PROPERLY INSTALLED BACK TO BACK CASING BEADS W/ FLEXIBLE BARRIER MEMBRANE BEHIND MASONRY BLOCK WALL 3/8" THICK SCRATCH COAT 1/8" THIICK FINISH COAT STUCCO ON ASONRY DETAIL (2 C ATS) SCALE: N.T.S. CONTRACTOR NOTES • 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS DEVIATE FROM FIELC CONDITIONS, THEY SHALL a e PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK, 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE SEVENTH EDITION OF THE (2020) FLORIDA BUILDING CODE, AC1318-05, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, 2 COURSES BEAM BLOCK TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3: THE CON TRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED AND SHALL BE / PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL RESPONSIBILITY FOR THIS PROJECT FROM a'.+ r•.. / THE ENGINEER OF RECORD. CONTRACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH ° LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM. 4. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. 8F16 _ IB lT / THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID CHANGES WITHIN I WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. GENERAL NOTES: 1. WEATHERING AREA IS NEGLIGIBLE 2. TERMITE AREA IS VERY HEAVY, PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 3. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL 4. HEATING IS REQUIRED FOR THIS STRUCTURE: 5. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH OR GREATER. MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. T�J % /� ]�� Pl C�1 L BO- 6. ALL EXIT DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. 1 V 1J 7. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS SHALL BE INTERCONNECTED, SMOKE DETECTORS SHALL BE HARD WIRED FOR NEW CONSTRUCTION. /j DETAIL 8. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. BEAM 9. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. NO SCALE 10. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A VAPOR RETARDER MUST BE USED. 11. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. 12. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 13. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 14. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING 15. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE, BEAM BLOCK 16. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. 8-01, W/ 1 #5 BAR 17. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. ° ;a 18. ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2 - 2"X12" #2 SOUTHERN YELLOW PINE HEADERS W/ 3/8"TO Vz" PLYWOOD BETWEEN. - 19. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. ®. 20. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. 21. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. 22. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4'S @ A MAXIMUM OF 8' O.C. 23. ROOF SHEATHING SHALL BE 5/8" CDX AND HAVE A SPAN RATING OF 16/24 AND NAILED WITH 8D FULL HEAD RING -SHANK NAILS TYPE NAILS (2 3/8" X .131") AT 4" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD. 24. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE, ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. \ 25. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 AND A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN \ COMPLIANCE WITH ASTM C1.288, C135 OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. PRECAST LINTEL OVER OPENING 26. ACCESS OPENING SHALL BE A MINIMUM OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. W/ 1 #5 BAR 27• ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 6' 8" 28. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. 29. NO SCRFWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER, 30. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. 31. THERE SHALL BE A SELF CLOSING 20 MINUTE FIRE -RATED DOOR BETWEEN THE GARAGE AND THE LIVING AREA. 8F16 - IB/>T FOUNDATION NOTES 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). DOORWINDOW & PORCH 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF. I 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. BOND BEAM DETAIL WINDOWS & DOORS NOTES NO SCALE 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.2 OF THE 2017 FBC RESIDENTIAL. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. ROOFII ' NOTES 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS. 2. AT THE ! NCTURE OF ROOF VERTICAL SURFACES, FLASHING AND COUNTERFLASHING SHALL BE PROVIDED IN ACCORDANCE WITH FBCR 905.2.8.1 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. Q O Z O <j11--1"IroI--ILnI- N Z N 0 I = d N m I H 0 Q 0 p w w U U Lu J Q w Qf m Cad `' z m �z r) w I 'n 0 N v) J -J W Wr J w w W � n' n ~ n 00 0) /n m U J o> nE o LLJZ Q o � z V)zU i a w m n r �- O cf LLJ O 21140 NO-FES (STRUCTURAL) N Q (\ 1. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE 7TH EDITION (2020) IF NOT SPECIFIED BELOW. Z > `- 00 2. INSTALL #5 VERTICAL REBAR IN GROUTED CELL AS SHOWN ON THE PLANS WITH THE FOLLOWING CHARACTERISTICS: W A) ALL REINFORCING STEEL SHALLBE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A-615, GRADE 60. J G B) MINIMUM HOOK DISTANCE IN FOOTER AND BEAM = 10" d C) MINIMUM EMBEDMENT IN FOOTER = 6" Z '�I ) MINIMUM VERTICAL OVERLAP DISTANCE = 30" E) ADJACENT TO ALL OPENINGS n m F) (2) DOWNPOURS AT EACH END OF OPENINGS W OR LONGER _I O 3. MINIMUM NET PRISM STRENGTH OF THE BLOCK SHALL BE 2000 PSI. MORTAR SHALL BE TYPE S OR M. W LL n 4. GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM U (� SPECIFIED COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. W W 5. HORIZONTAL REINFORCEMENT (DURAWALL) SHALL BE INSTALLED ON MASONRY WALLS AT 16" O.C. (EVERY OTHER COURSE). fV LLI LL > I� 6. A CONTINUOUS CONNECTION BETWEEN THE FOUNDATION, WALL AND ROOF SHALL BE PROVIDED. THE DOUBLE PERIMETER W U BOND BEAM WITH 1 #5 IN EACH COURSE SHALL BE CONTINUOUS WITH PRE-ENGINEERED CONCRETE LINTELS OVER ALL D I ' ' u W OPENINGS. ALL. LINTELS SHALL BE POURED WITH 1 #5 BAR AND HAVE BEEN REVIEWED AND VERIFIED TO SUPPORT THE INTENDED LOADS AND SPANS. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING. 7. IF WELDED WIRE MESH IS USED TO REINFORCE THE CONCRETE SLAB, IT SHALL BE SUPPORTED UP OFF THE FILL DIRT - 1/3RD THE DISTANCE FROM THE TOP OF THE SLAB W/ APPROVED SUPPORTS (FOUNDATION BRICKS) AT 3' O.C. MINIMUM I- W Ld EACH WAY. U 8. TO HELP REDUCE THE PROBABILITY OF RANDOM CRACKING OF CONCRETE SLABS, ENGINEER RECOMMENDS SAWCUTTING CONCRETE FLATWORK. SEE ENGINEER FOR RECOMMENDATIONS. THE INTERIOR CORNERS OF THE SLAB SHALL BE 0 LL W REINFORCED AS FOLLOWS: INSTALL (2) 48" LONG #4 BARS, 1" BELOW THE TOP OF THE SLAB, AND PLACED DIAGONALLY O 0 AT 3" FROM THE CORNER AND SPACED 3" APART. O 9. UNLESS OTHERWISE DETAILED, RATRUNS SHALL BE 1 X 4 S.Y.P. AT A MAXIMUM SPACING OF 10' O.C. AND ATTACHED Lo WITH (2) 8d COMMON NAILS AT EACH TRUSS OR AS SPECIFIED BY TRUSS ENGINEER (USING WHICHEVER METHOD IS MORE STRINGENT). 10. UNLESS NOTED OTHERWISE, EXTERIOR PORCH CEILING SHALL BE 1/2" EXTERIOR SOFFIT BOARD. FASTEN TO TRUSSES WITH #6 X 1 1/4" DRYWALL SCREWS @ 7" O.C. ON THE SEAMS AND 12" O.C. IN THE FIELD. THIS APPLICATION CREATES A STRUCTURAL DIAPHRAGM AND WILL NOT REQUIRE ANY ADDITIONAL BRACING OF THE BOTTOM CHORDS OTHER W 0 THAN THE RAI-RUNS SPECIFIED. > 11, ON THE ROOF, ATTACH 5/8" CDX SHEATHING, STAGGERING THE JOINTS, WITH 8d FULL -HEAD RINGSHANK u NAILS @ 4" O.C. ON THE SEAMS AND 6" O.C. AT THE INTERMEDIATE SUPPORTS. ALL NAILING WITHIN 3' OF THE RIDGE, HIPS AND VALLEYS SHALL BE AT 4" O.C.. SEE DETAIL FOR NAILING REQUIREMENTS ON EAVES. Q W 12. ALL ROOF HAND -FRAMING SHALL BE BLOCKED AND STRAPPED TOGETHER TO FORM ONE UNIT AND BE CONNECTED TO - THE TRUSSES BELOW USING A MTS16 STRAP. THE RAFTERS ATTACHED TO THE RIDGEBOARD SHALL BE TIED TOGETHER U U WITH EITHER A 2 X 4 COLLAR TIE DIRECTLY BELOW THE RIDGEBOARD (W/ (3) 12d NAILS @ EACH END) OR A SIMPSON 'A34' W CLIP. O 13. ALL FASTENERS, NAILS, BOLTS, ETC. THAT SHALL COME INTO CONTACT WITH EXTERIOR GRADE PRESSURE -TREATED J LUMBER (OR ANY LUMBER TREATED WITH A COPPER -BASED SOLUTION), WHERE THE FINAL COMPONENT IS TO BE 'Z-MAX' / U 1 EXPOSED TO THE WEATHER, SHALL BE OR HOT -DIPPED GALVANIZED (HDG) OR STAINLESS STEEL. USE ONLY HOT -DIPPED GALVANIZED FASTENERS WITH 'Z-MAX' OR HOT -DIPPED CONNECTORS. USE ONLY STAINLESS Q (n STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS. U n 14. ALL STUDS SHALL BE #2 CONSTRUCTION GRADE SPRUCE. ALL HAND FRAMING SHALL BE #2 CONSTRUCTION GRADE SPRUCE OR SOUTHERN YELLOW PINE (S.Y.P.). THE CDX SHEATHING SHALL HAVE A SPAN RATING OF 24/16, Lq z 15. ALL FASTENING PROCEDURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND ALL COMPONENTS ATTACHED TO THE STRUCTURE (DOORS, WINDOWS, SHUTTERS, SCREENED PORCHES, ROOFING Q MATERIALS, ETC.) SHALL BE DESIGNED AND INSTALLED TO RESIST THE DESIGN WIND FORCES. > (n ENGINEER'S CERTIFICATION PER MY REVIEW THESE PLANS FOR THE PRgp,PSED RESIDENCE LOCATED AT 672 CAVERN TERRACE, ARE IN CONFORMANCE WITH SECTIQIE '6,LORIDA BUILDING CODE 7TH EDITION (2020 1 • � O8 BY = _W oo I O �LL SHEET S2 PROJECT # TODD N. SMITH P.E. # 43 2 o� : 4U 121140 Install hangers per manufacturer's guidelines. All connectors and tie downs other than truss to girder truss are to be specified and supplied by others. I I i Approved by: 0 Desired delivery date: CL a Approval Date- 0 W Reaction Uplift Reaction Uplift Reaction Uplift 1 xx xx 7 xx xx 13 xx x x 2 xx xx 8 xx xx 14 xx xx 3 xx xx 9 xx xx 15 xx xx Q 2 4 xx xx 10 xx xx 16 xx xx H5 xx xx 11 xx xx 17 xx xx ILL 6 xx xx 12 xx xx 18 xx xx Only points Ia�,ra tln > iT00 or Uplift > 1000 Values shown on Sealed"deslgn> 1wlns supersede the above. ,,, x x x U) x w Ox 2 x RE1itE�► E0 By.. x x ToDD N. 'SMITH, P.E. � - ' � Client : Marius Bradescu FL PE #42082 -- w Project : 3 BRM GARAGE RIGHT Address: 7408 San Carlos Dr. Ft. Pierce, FIL Date, Intials, Description to .. _ Date J711512021 MB _____[Designer: -- —L — — --- ---- — ---- --- Project # 510690