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Home My WebLink AboutBuilding PlansBUILDER TO VERIFY TOP OF NEW ROOF 15 UNDER EXI5TIN6 FA5CIA 12 NMI FRONT ELEVATION CONC. COLUMN MATHER 5TRIPPIN6 BY DOOR MANF. 6ARA6E DOOR 6ALV. 5TL. VERT. TRACK BY MAW. FASTENED TO TRACK BRACKET5 W/ I/4 2Ox1/2' CARRIA6E BOLTS ! LOCK WTS CALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 5116"x1-1/4" LA6 SCREW5 2x6 P.T. ATTACHED TO COLUMN W/ 1/2" AB. a 2'-0' SHALL PREVAIL WEN Ns�S ATE OD O/C 6 5 1/2' MIN EMBED. SI1BMTtED vU COhPLETE VERT. (b" MAX. FROM ENDS) PST #PPWV& W/ 5'X5'XI/4" 5TL. WASHER5 JAMB DETAIL (GARAGE DOOR) 4LFRAME WALL SwCO FINISH HEAD FLA5HIN6 (IN x 1' 10. P.H. SM5 PERIMETER CAULKING ALUMINM FRAME WMAILIN6 FIN CAULKING DRYWALL BOARD HEAD DETAIL MINDON ALUMINUM FRAP E WMAILIN6 PIN PERIMETER CAULKING STUCCO FINISH (5/8 x 1' I.&. P.H. SMS FRAME WALL DRYWALL BOARD CAULKING JAMB DETAIL (HINDON DRYWALL BOARD CAIU.KIN6 ALIA OPWA11 MQ SET IN CLEAR SILICONE SILL FLASHIN66 W PERIMETER OLKINS, STLCCO FIN FRAFIE WALL SILL DETAIL MINDON (c(0q,.0 (078 RECEIVED -. APR 2;9 1019 permitting' Department St. Lucie County BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT FRONT ELEVATION CONC. COLUMN MATHER 5TRIPPIN6 BY DOOR MANF. 6ARA6E DOOR 6ALV. 5TL. VERT. TRACK BY MAW. FASTENED TO TRACK BRACKET5 W/ I/4 2Ox1/2' CARRIA6E BOLTS ! LOCK WTS CALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 5116"x1-1/4" LA6 SCREW5 2x6 P.T. ATTACHED TO COLUMN W/ 1/2" AB. a 2'-0' SHALL PREVAIL WEN Ns�S ATE OD O/C 6 5 1/2' MIN EMBED. SI1BMTtED vU COhPLETE VERT. (b" MAX. FROM ENDS) PST #PPWV& W/ 5'X5'XI/4" 5TL. WASHER5 JAMB DETAIL (GARAGE DOOR) 4LFRAME WALL SwCO FINISH HEAD FLA5HIN6 (IN x 1' 10. P.H. SM5 PERIMETER CAULKING ALUMINM FRAME WMAILIN6 FIN CAULKING DRYWALL BOARD HEAD DETAIL MINDON ALUMINUM FRAP E WMAILIN6 PIN PERIMETER CAULKING STUCCO FINISH (5/8 x 1' I.&. P.H. SMS FRAME WALL DRYWALL BOARD CAULKING JAMB DETAIL (HINDON DRYWALL BOARD CAIU.KIN6 ALIA OPWA11 MQ SET IN CLEAR SILICONE SILL FLASHIN66 W PERIMETER OLKINS, STLCCO FIN FRAFIE WALL SILL DETAIL MINDON (c(0q,.0 (078 RECEIVED -. APR 2;9 1019 permitting' Department St. Lucie County BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE : SWING DOORS, OVERHEAD DOORS, SLIDING GLASS DOORS, FIXED GLASS, WINDOWS , AND SKYLIGHTS OPENING PRODUCT MODEL • MANUFACTURER GLASS ATTACHMENT METHOD I DESIGN MANUFPA DMIGN ACCEPTANCE NO. ID PRESSURES SEE a EA. HOLE INTO P.T. SEE ELEV. PLAN O.H.6D. 8024 W. DALTON IMP. 2x6,MIIN `-+� PLAN +46.0, -52.0 P5F +10.0, -150 11166.1 FL 25q.? SEE PLAN SH WINDOW SHTTOO PST IMP 5A6' x 1-1/4' MIN EMBED %,.'s e 5 A5 O.G. bEE SMART SMART SEE PROD. 5PEC5 FOLD BACK SEE FORM PLAN VENT I540-5I0 VENT - TABS 100 t100.0 FL 5622.1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCPAW z i ... IJ 1 %amrl v muiz: I 10' 4 3� (22FJ Hs' FT] IN IX �X /��DUP w SMART VENT I,�PROP.LINE _..--HARDI PLANK AND TRIM I ---- ---° O 0 O Ic 8'0"x 18'0" PARKING 2 �— — Z — i PROPERTY LOCATED IN FLOOD ZONE I AE M EASE ELEVATION: -7.0 N.A.V.D. I4i88 I \ \ � � � \ � � � / m I COMMUNITY PANEL NO.: 120285-0514 NI \ DATED: 2 /12 /2016 PROPERTY STREET ADDRESS-:— I 10-TOI SOUTH OCEAN DRIVE #84 ( I �=----------I — — — JENSEN 5EACH, FL., 54g5.7 I �� C� 0 GAR DR OPENR I POLE 20WMP W1w2 WIRE I GAR DUPLEX I POLE 15 AM\FJIWM4 WIRE -----------------------------t- ----------------- I AMP TOTAL ADDED TO EX16TINGW AMP ELECTRICAL PANEL I revisions no. 0 designed PAR drawn PAR checked 5MS date 4/25/2019 scale I/4"=I'-O• (U•ON) date\ n z0 job no. 0008,52101 / L A OUANruM FJIC.P�RIIG AS4004TES �. Snuannol Figyr & Coa Segregumoi. 900 AVENUE OP CHOAM aS "WIMEASim"TERCOM SPFLU4 µSt�OE Z OCIO ti LU > iO � Q z M < W LL � O = J � U W U 0M< U) W 0 o U) m C:) LU project J l7 JU. � - W :D L n n o W — U3 0 z z L9 IL Cn � _ a W Cl z u Ln kA 11 L3 drawing FLOOR / ELECT. PLAN & SITE PLAN sheet A-1 � 1 • THESE PLANS WERE PREPARED USING THE FLORIDA BUILDING CODE 2011 EDITION. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK THE BUILDER SHALL ACCEPT FULL RESPONSABILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITUNG TO THE ARCHITECT. BACKCHARsES WILL NOT BE ACCEPTED. DO NOT SCALE DRAWINGS. 5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. 6. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 1. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE 1404 VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C. FOUNDATION NOTES BRACING NOTES: L BRACING 5140WN DOES NOT INCLUDE TEMPORARY BRACIN6 REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT CRO55 BRACIN5 AND NEB LATERAL BRACING REQUIREMENT5. TEMPORARY BRACING 15 THE RE5PON50I1 ITY OF THE TRU551NSTALLER AND SHOULD REMAIN IN PLACE A5 LONC A5 NECE55ARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF. BC51). 2. PERMANENT NEB LATERAL BRACING IS TO BE INSTALLED A5 540AN ON THE INDIVIDUAL TRU55 DRAWIN55 (HEB LATERAL BRACIN615 NOT 5H0N N ON TH15 5FE£7). PERMANENT hEB LATERAL BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANGNORA6E TO END NAL 5, OR BY PERMANENT DIACONAL BRACING MOT SHOWN) IN THE PLAN OF THE WO3 MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS W85 BRACE. (REF: BC51). 3. PERMANENT DIA60NAL BRACIN6 A5 SHOWW ON THIS 5HEET DOES NOT INCLUDE BRACING REQUIRED FOR &A8I E END STUDS OR B07110M CHORD OF &ABLE END AT WALL. REFER TO STANDARD CABLE END DETAIL FOR BRACINS REQUIREI-ENT5. I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b' X 6" X WIAXWI.4 4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED, AND ALL WW.M. ON 6 MIL V15WEEN (OR EQUAL) ON GLEAN WELL. COMPACTED FILL PRE TREATED BOTTOM CHORDS BRACED BY A R1610 CEILIN6 SYSTEM. REFER FOR TERMITES. KI M SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB TO INDIVIDUAL TRL65 ORAWIN65 FOR SRACINS REQUIREMENTS DEPTH AND MUST BE SUPPORTED AT V-D" O/G EACH WAY WITH APPROVED MATERIALS. OF NON -SHEATHED TOP CHORDS AND U CtIPPORTED BOTTOM CHORDS. 2. ALL REINFORGIN6 STEEL TO BE &RADE 60. 5. REFER TO TPI /WCTA 5051: COMMENTARY AND 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTIN5 CENTERLINES UNLESS RECOMMENDATIONS FOR HANDLINS, IN57ALLATION AND BRAGINS N METAL PLATE CONGTED WOOD TRUSSES' APPENDIX C, FOR OTHERWISE NOTED. RECOMMENDED 6EE OF IN57ALLIN6 BRACING COMPONENTS. 4. FOOTING DE516N BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P5.F., b. THERUC STRUCTURAL ADEQUACY OF THE INDIVIDUAL 7RL65 DE516N5 CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR SOIL BEARING CAPACITY TO WITHSTAND 6RAVITY AND WIND LOAPIN66 AS HELL AS REPORT BY A FLORIDA RE615TEREP ENGINEER. GIRDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF 5. ALL SITE PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE 51TE THE TRUSS DESIGNER ANCHORA6E OF THE TRUSSES AND GIRDERS TO TFE 5UPPORTIN& STRUCTURE TO WIT 5TAND WIND SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. UPLIFT 15 THE RESPONSIBILITY OF 77-E PROJECT ENGINEER OR 6. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF ARCHITECT GLEAN HELL 6RADED SAND IN 12" LIFTS(MAX) AND VIBRATORY COMPACTED TO 7. THE BRACING FOR THE ROOF SYSTEM 15 DE51&W FOR BOTH ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR A5TM D 1557-12. P051TIVE d NEGATIVE PRESSURE AND MEE75 THE REQUIREMENTS OF 2017 PBC. 1. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXI5TIN6 GROUND. 6. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. BRACING LEGEND: 9. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. PERMANENT 2x4 DIA60NAL BRACE RESTRAINT IN THE PLANE OF THE NEAREST HEB MEMBER AT 20'-0" 10. ALL MONOLITHIC FOOTIN66 HAVE BEEN CHECKED FOR THE USE OF TRANSFER INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. REINFORCEMENT AT THE PERIMETER. RATIONAL ANALY515 SHALL BE SUBMITTED, BUT FASTEN TO OFF051TE SIDE OF HEB WITH 3-I6d TOENAILS ONLY IF REQUESTED BY THE BUILDING OFFICIAL. AND TO LATERAL BRACE WITH (5) IOd NAILS EACH _ INTERSECTION. (REF: 15051). IL CONCRETE FOR FOUNDATIONS AND FOOTIN65 SHALL BE 2500 F51 MIN. MAXIMUM HWTER/GEMENT RATIO MUST NOT EXCEED 0.65. HORIZONTAL BRIP&INC WITH A MINIMUM 2x6 5TRON65AGK AT 6-0" 0/0. FASTEN TO EACH TRUSS WITH 3-I0d NAILS AND ATTACH TO WALLS OR OTHER RI61D POINT AT EACH FRAMING NOTES jEND PEP: VERLAPOFATLEAST (3) TRUSSES (FLOOR ONLY). I. THE TRUSS AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 SCHEMATIC IN I PERMANENT 2x4xGONT. LATERAL BRAGIN5 IN THE PLANE NATURE. HOHEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE OF THE STRUCTURAL BOTTOM CHORD OF THE TRU55E5 AT ASSUMPTION THAT THE FRAMING SCHEME SHOHAI WILL CLOSELY PARALLEL FINAL TRUSS 6'•O" 0/6. FASTEN WITH 2-I0d NAILS IN EACH TRU55. r AND FLOOR SYSTEM DE516NER5 LAYOUT. I PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). 2. THI5 FRAMIN6 SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR 67. BEARING POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME ZONES I d 2 PROFE55IONAL OF RECORD WHO MU5T REVIEW PROPOSED CHANSE5 AND AUTHORIZE a (SEE DIAPHRAGM SCHEDULE) STRUCTURAL REVISIONS ACWRDIN6LY. 3. FINAL 516NED AND SEALED ENGINEERED 7RU55 AND FLOOR SYSTEM DE516N MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DE50ER5 MUST f �I PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DEV6N. ZONES (SEE DIAP~M SGHIDW.FJ 4. TRUSS AND FLOOR SYSTEM MANFAGTURER 5HALL SUBMIT THREE (5) COPIES OF SHOP DRAWING5 AND ENGINEERING CALCULATIONS 510-Lb AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR DE516N FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAAIN65 15 A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE -. MANUFACTURER OF HI5 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY "- INTEORATE5 WITH THE ARCHITECT/ EWINNER.S SUPERSTRU(CTURE. IF THERE 15 ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN HRITIN6 OF THE SPECIFIC ` AREAS OF CONCERN. z' 5. TRU55E5 TO BE PE516NED TO CARRY LOADS OF ATTIC AHU AND MISG. EQUIPMENT. COORDINATE LOCATIONS WITH BUILDER PRIOR TD FABRICATION AND INDICATE ON U. TRUSS DRAWINSS.THIE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE COORDINATION BETHEEN THE TRUSS DE516N AND AIR CONDITIONIN6 DE516N I REQUIREMENTS. 6. ARCHITECT NOR EN6IHEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOCTIN66 UNTIL REVIEW OF APPROVED M65 AND FLOOR SYSTEM DRAWIN55, 516NED AND SEALED BY A FLORIDA REGISTERED ENGINEER jy . 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD. 5. 5TRUGTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AM ERICAN INSTITUTE OF TIMBER GON57RUGTION Q. ALL WOOD IN CONTACT WITH MASONRY OR CON SHALL BE PRE5511RE TREATED. R BE PROVIDE AN APPROVED M015TURE VAPOR BARRIER BEIYEEN THE CONCRETE OR OTHER GEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACIN6 AND BRIDON& USED DURING ERECTION OF TRUSSES AND STRUCTURAL 5LA55 TO PREVENT COLLAPSE OR DAMA6E. II. HEADERS FOR FRAMED OPENIN65 CREATOR THAN 6'-0" MUST BE ENGINEERED AND STAMPED BY THE TRU55 MANUFACTURER. NNLE55 NOTED OTHERWI5E) 12. ALL HEADERS OVER DOORS AND WINDOW5 TO 13E (2) OR (5) 2XI25 UNLE55 OTHERH15E NOTED. (FOR WOOD PRAME CONSTRUCTION DEPENDIN6 ON ALL WALL I THICKNESS). 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL I PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SIN6LE MEMBER USES. 90 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 K51 OR BETTER, A5 DETERMINED BY AN APPROVED LUMBER 6RADIN& AOENGY. t - 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 6AU6E GEE CHANNEL. TYPE STUDS AT 24" 0/G WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" 6YP%M DRYHAJL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL 5GREW5 AT 12" O/G MAX. 15. METAL LATH OVER SHEATHING SHALL BE 50' V-GROVE OR DIMPLED. CEILIN65 AND SOFFITS SHALL BE HI6H RIB TYPE. FASTEN TO W35TATE AT 4" O/C AS FOLLOWS; CONCRETE: 3/4" LONG 5TU13 NAILS W/ 3/6' HEAD. HORIZONTAL AND VERTICAL WOOD PRAMIN6 MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-5/4" PENETRATION u INTO HORIZONTAL WOOD PRAMIN5 MEMBERS, AND 3/4" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ON VORTICAL WOOD PRAMIN6 MEMBERS, COMMON NAILS " SHALL BE BENT OVER TO EN6A6E AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB WHEN RIB LATH 15 INSTALLED. 5HEATHIN6: 14 6AU6E STAPLES I" LE6,1/16" GROWN METAL MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" KASHER WAD STAPLES SHALL NOT BE USED FOR SOFFITS OR GEILIN65 Ib. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY FROVIDIN6 A DBL. LAYER OF WATER BARRIER OR BY INSTALLIN6 A HOUSE HRAP BENEATH THE WATER BARRIER IT. PNEUMATIC FASTENERS SYSTEM TO BE HILTI COIL NAIL FROSRAM. TYPE TO BE GRF 1126 1-1/2" LONG AND .120" DIAT••ETER U.N.O. 16. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE P05T AS FOLLOWS: ' WRAP P05T ON ALL SIDES FROM BASE OF POST TO VOM51DE OF 5EARIN6 WITH (1) LAYER OF 5/6" TYPE "X" GYPSUM WALL BOARD. THI5 WILL PROVIDE A ONE HOUR RATING FOR THE POST. 14. TRUSS MANUFACTURER SHALL DE516N TRUSSES TO COMPLY WITH ALL SUPERIMPOSED WIND LOADS PER FB.G. 20IT a: EDGE STRIP DEFINED A5 THE LESSER OF 10% OF LE45T HORIZONTAL 0I1-0610N OF BUILOINO OR 40% OF HEI6HT H BUT NOT LESS THAN 4315 OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT - r--- --- 1 1 I ROOF ZONE PRE52M: --------------- I I ZONE I= 42.0 PSF. (D ZONE 2= 13.1 F5F. ZONE 3= 106.1 F5F. a V� NOTE: SEE DIAPHRAGM = 2 SCHEDULE FOR ROOF ZONE NAILING--- --� REQUIREMENTS. ROOF ZONE DIAGRAM 1/2" SAS RE515 &11 5" BOARD APPLIED TO UNDERSIDE OF TRUSSES OBL TOP PLATE MATCH TO EXI5TIN& F15EROLAS SHINSLE5 OVER 30# FELT UNDERLAYMT OVER 11/32' EXT 6RADE COX ROOF SHEATHING. 5HEATHIN6 NAILED A5 PER DIAPHRAM SCHEDULE 10'-3' FLOOR FIELD VERIFY HT. MATCH TO EXISTING, 2x WD FASCIA SEGURRED TO TRUSSES W/(3)Ibd NAILS EACH TRUSS W/CONTIN. 6ALV. MTL DRIP. USE VINYL COVERED FASCIA AND VINYL VENTILATED SOFFIT TO MATCH EXIST. RE50. NARDI SIDING OVER 5/6' THK DENSE 6LA55 SOLD BIRD OVER TYVC-K BLD& ARAP OVER 19/32" THK GDX EXT 6RADE PLYWOOD OVER 2x6 WOOD STUDS o 16" O/C. TYPICAL. BLOGKIN5 a MIDPOINTS TYPICAL BOTTOM PLATE BUILDING SECTION A -A SCALE 314" = 10' FOOTING SCHEDULE MARK SIZE (WzD) REINFORCING DE5CRPTION D DETAIL F-1 161xl43"xCONT. K'3 #5 CONT. - I TOP d 2 STM. W/5IN6LE LAIC OFWz5H EXTERIOR MONOLITHIC ONE STORY I H (not m F-2 d for this phase of pr, t) F-3 I6'xIb'xC0NT. N13 U15 CONT. - I TOP 0 2 07M Wi SINGLE LAYER OF MESH EXTERIOR MONOLITHIC AT &ARA6E I E -T El FRAMED WALL PER 5/8"xb" PLAN J-BOLT5 o 24" O/C W(Us5 CONT. HELDED WIRE MESH, SEE 3"x3"xl/4" 5TL. WELDED WIRE MESH, SEE PE DO R TOP BENT BARS A5 WASHERS SCHEDULE w MFR REOV, SEE SGHED TRANSVERSE REBAR WHERE OCCURS TRANSVERSE REBAR 41ERE OG5LR5 SEE FOOTIN& xHED.p-� 4-�re, • A �� .'-t FOOTING REBAR FOOTING REBAR SGHED. cFOOTING SCkCv SGHED. 'SEE POOTIN6 5CHED. OMIT CENTER BAR OMIT CENTER BAR WHEN ONLY (2) RU(m. KEN ONLY (2) REQD. f i EXT. GONT. MONOLITHIC O EXT. MONO ® 6ARA6E ■ 0 Val Bill MiLm 111112AI�� are r,,.11 z I X -CO I �I . I r I D :.;...:.. ... .11 ....... : ..' .....:.: ,..........:.......:Cc}: P Z N I I Z �t ITt......�1cCi�� . . ....T.: D FRAME LDIN6 WRAP OR 154 FELT SNARET2 AREA MICATE EXISTMq MANUP FNOh TO REMAM lS 5 AT TOP OF PLANK. HARDI I IN THE OVERLAPPED AREA 0U6H 101/32' PLYWOOD 4' O.G. PERIMETER d FIELD. zI c . I �X.►VtV I 11 LOAD SCHEDULE OGA LIVE .emsTOTALN I ! I 6ROUND FLOOR 40 60 100 ... .. ROOF 30 25 55 ' jV `� .. :. . ........ ..... . .... ....... .. ..nl ..._. . . .... . . . .' ... ......... 'J - �` TOP CHORD 30 15 ,. , ;.. "°%`' :. <.i _ BOTTOM CHORD 0 10 ) .. - BTM. CHORD -ATTIC, 10 O ULTIMATE WIND SPEED = 110 mph. 77 NOMINAL WIND SPEED = 132 mph. .......... ..:. R15K CATA60RY = II I BUILDING DESIGN A5 ENCLOSED I g I INTERNAL PRESSURE COEFFICIENT = +/- 0.18 EXPOSURE CATEGORY = D I� I MEAN ROOF HEIGHT = 12-0 WOOD WALL. ON i 1i I .; I 0--0" GAR FLOOR SLAB I - FLOOR SLAB TO BE 4' THICK I I POURED CONCRETE SLAB WITH 6" X 6" X WIAX10A WUUM. CI ON 6 MIL vISOUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL. m .. L---- . ,1 - . r- / D I .... O N 1 EXISTING ... ., . i . a' -On -m -7- QD revisions no. date\ () designed PAR drawn PAR checked 5M5 date 4/25/2019 scale I/4"=I'-O' (U.O.N) job no. IWOL65.501 / aunrnuw E� ASSMATM W- Smrcnnd6ipdAmtig&GaaSgpegvmw '. aoo AVV" a dWIpA PALM BEACH GA1404%FLOMM SIM www.aEASBoa�haccr I x Sham 1A $Wmb&Vk PIS FLUQ61&W- CAMM Z O_ ti 00 LLJ > L( ® Z Q W LL. fr ® _ Q Q W U ® m Q U) �_ W ® Oiz, ") Of M Li - project Z i€l J W � � U W - In � Z Z' LL W Cl � z Ln Ln r7 THESE PLANS WERE PREPARED USING THE 2017 FLORIDAC"L BUILDING CODE, 6TH ED. - BUILDING AND ASCE 7-10. ��awi in • FOUNDATION sheet A-2 19/32' ROOF PLYWOOD. NAIL APER DIAPHRA6M SCHEDULE 2x10 RAFTERS TOP - 2xb BOT. SEE WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS USP RT16A or RTI6-2 CLIP W/ (4) Od x 1-1/2' NAILS TO TRUSS 4 0) Od NAILS TO PLATE STRAP DEL. TOP PLATE TO ELEV. STUDS W/ U5P "5PTH46 OR 5" 2xb STUD' U-STRAP OVER TOP PLATE AND 0 Ib' O/C, DOWN EA. SIDE W/ (b) IOd NAILS (SEE PLAN) (TYPICAL) SOLID BLOGKINI6 0 4'-0" O/G VERT. MAX. MAX. UPLIFT = 1360# PI MAX = 600# F2 MAX. = 645# I CONNECTION DETAIL METAL FLASHIN6 WHERE ROOF MEETS EXISTING WALL CABLE END BLOGK/N6 SEE PLAN FASTEN RAFTER TO EA. STUD W/LISP L5TAI5 KU 2XIO TOPS (6) IOd NAILS EA. MEMBER 0)160 TYR GONT. (2) 2X6 TOP PLATE TOE NAILS 5 HOUSE WALL I OREMAIN 2x4 DIACONAL BRACE RESTRAINT 2x4 LOCATION AS SHOWN ON PLAN 0)160 TYR ? 3 2x4 LATERAL BRACING EA. JOIST LOCATION AS SNOWN ON PLAN 2xb BOT. i STRAP DBL. TOP FL. TO 5TUD5 W/ lap ? 2"x6" WOOD STUDS I6" O.G. "5PTi4 6" U-5TR4P OVER TOP PLATE AND ; BALLOONFR4MED YY�RAKED PLATE DOM EA. 51DE W(6) IOd NAILS (TYP) ; t 2x BLOCKING 0 46" O.G. MAX WALL 5HEATHIN6 NAIL PER SCHEDULE CONNECTION DETAIL STRAP TOP PLATE TO STUDS W/ U5P 5-N 4, 6 OR 8 V) STRAP OVER TOP PLATE AND UP EACH 51DEW/(6 )104 NAILS TYPICAL 16P" M5TA16 STRAP FASTEN TO 5TUD5 AND HEADER w(6) IOd NAILS EA. MEMBER (TT'P) PROVIDE DBL. KIN& 5TUD EA. SIDE OF OPENING � HEADER GR 6.T. SEE FRAMING PLAN (2) 2x 2x BLOGKINl6 0 4'-0" 0/6 MAX. SILL 2x STUDS 0 16" 0/0 MAX. WeE STRAP SILL TO STU75 V W USP SPIN 4,6 OR 6 "U" STRAP OVER SILL AND DOWN EACH 510E W/(6 ) IOd NAILS TYPICAL STRAP BOTTOM PLATE TO STUDS i WI V5P" SPTH4, 6 OR 6 'U" STRAP UNDER BOTTOM PLATE AND UP EACH 1 IDE W/(4) IOd NAILS TYPICAL , EXTERIOR MONOLITHIC t �. A FOOTING (SEE SGHEDJ 5/656" J-BOLT a 24' 0/6 AND 6' MAX FROM EACH SIDE OF OPENIN65 IN1FOO"XV4 STEEL WASHERS EMBED i CONNECTION DETAIL 1 ) j; METAL 2x10 RAFTERS 0 24' O.G. SEE TYP. WALL FLASHINS SECTION FOR ACTUAL OVERHANG CONDITIONS +N 19/32 ROOF 4 WALL 5HEATHIN6. NAIL PER / I DIAPHRA6M SCHEDULE I — f-- I 2 6 2xb GL6 'r STRAP DBL. TOP PLATE TO STUDS W/ LISP "5PTH6' U-5TRAP OVER TOP PLATE AND DOWN EA. 51DE W (6) IOd NAILS (TYPICAL) 2x4 EXISTING MODULAR HOUSE WALL BLOGKINl, TO REMAIN FASTENED TO V P' RT16A CLIP w/ 01) I0dxl-1/2" NAILS TO RAf!E{2 TRUSS 4 (8) IOd NAILS TO PLATE EE VU (3) SIMPSON U26 HANGER W/16A6d NAILS TO 16d NAILS BEAM 4 (6)10dx 1-1/2" NAILS TO JOIST. 2x6 SECURE 2x6 LEDGER TO VERT STUDS STUDS ® W/(316d NAILS EACH. Ib' 0/6 (SEE SOLID BLOGKINI6 a 4'-0" 0/G VERT, MAX. PLAN) % CONNECTION DETAIL %W4 RT16A CLIP w/ (9) — ROOF SHEATHING 10&1-1/2" NAILS TO TRI155 NAIL PER 5GHEDULE (b) IOd NAILS TO PLATE SABLE END BLOCKING O ' SEE PLAN c+ (3) I6D WE NAILS (T, P) 0)16D TYR EA. TRUSS -- X 2x4 LATERAL 1 BRACIN& (3) 16d NAILS TYP LOCATION AS EA. INTERSECTION SHOWN ON PLAN GONT. 2xb NAILER TO EA, 5TUD W/ (2) 16d NAILS CONNECTION DETAIL APPLY 19/32" 5HTEATHIN& TO IN51DE FACE OF WALL. NAIL PER DIAPHRA6M 5GHEDULE STRAP DBL. TOP PLATE TO HEADER WN5P "SPTH6' U-STRAP o 24" 0/G OVER TOP PLATE AND DOWN EACH SIDE W/ (b) IOd NAILS (TYPICAL) BAGKSPANNIED 4 CANTILEVERED HEADER PER PLAN STRAP STUDS TO HEADER K45P M5TAI2 STRAP W/ (5) IOd NAILS EA. STRAP SOLID BLOGKIN& 0 4'-0" 0/G VERT. MAX. 2x STUDS 0 16" 0/0 MAX. FASTEN END 5TUD TO MASONRY W/ #' TAPGONS 0 12' 0/0 AND b" M/JX FROM ENDS W/ 1-1�" VIA. VTEEL WA5hER5 ENBED I-J" MIN. PROVIDE 8 STUD NEXT TO OPENIN65. COW, FOOTIN6 PER PLAN j. /8' AB. a'24' O/C AND 6" s MAX. FROM EACH SIDE OF OPENIN65 KU3'x3'xl/4' STEEL WA5HER5 EMBED IN CONC. is OR BOND BEAM 4" MIN. + * r Y STRAP BOTTOM PLATE TO STUDS WW 'SPTH4, 6 OR 6' U-STRAP OVER BOTTOM PLATE AND UP EACH b GM Ka (6) [Od NAILS (TYPICAIJ CONNECTION DETAIL 2x4 oUTRI66ER FOR OH 0 24' O/G L CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ Ibd 0 6" 0/6 2x4 BLOCKING ANCHORED TO TOP PLATE W/ (5)Ibd TOENAILS 4 EE KU (2) 16d TOENAILS CONT. (2) 2X6 TOP PLATE 2X6 CEILING JOISTS STRAP DBL.TOP PLATE TO EA. FASTENED TO RAFTER STUD KU USP SPTH& U-STRAP W/ (4) W/(5)IOd NAILS 100 NAILS EA. SIDE OF STUD (TYP) 2x4 DIA&ONAL BRACE RESTRAINT LOCATION AS SHOWN ON PLAN WALL 5HEATHINI6 NAIL PER SCHEDULE 2'x6" WOOD 5TUD5 I6' O.G. SEE FRAMING PLAN (BALLOON FRAMED) DIAPHRAGM SCHEDULE LOCATION PALL GRADE PANEL TWICKNESS FRAMING SPACING DIAPNRA&M NAILING REMARKS DIAFHIRA6M ZONE 1 ZONE 2 ZONE 3 BOUNDRIES EDSE INTER EDOE INTER WISE INTER ROOF APA RATED SHEATHING EXP05U� I, OR EC�/AL SPAN RATING 40120 14/32' 24' O/G MAX IOd 6' O/C IOd 6' O/C lOd 6" 0/C IOd 6" 0/G IOd 6" O/G IOd 4' 0/4 IOd 4' 'Ole, BLOCKED A5 SHOWN ON PLAN EXT. WILL APA RATED SHEATHING EXPOSURE 1, OR EMAL SPAN RATING 40120 IV/32 16,016 MAX IOd 4" 01C IOd 4" O/G /Od 6" O/G NAIL CORNER STUDS AT 4' 0/G MAX. TYPICAL BLOCK FREE ED6ES 1) ALL NAILS TO BE OF RINFPHANC VARIETY IR4.ESS NOT® O HIRM5E. 1 S revisions no. () designed PAR date\ drawn PAR checked 5M5 date 4/23/2019 scale I/4"=1'-0' N.O.N) job no. IWO85.001 / Cn 4' PJ° CANTIL.'(M)d IW(MAYE" Cf �'''. HANG HEADERS TOGETHER W/51MPSON N f�I ai OD BEN7al'If. RTMCa COI�R i Fk1CQbl0 HANGER W/lIZ) �gnX2-I/2" 5D5 I '' OF. RPPF 0m..?. f `?-fb"• ": WS TO MAN HEADER 4 (6) .. FABIEN T W/ 2 OF x 5 .:........ . .... I?. ... ........... Crl .... , ..:,.. ...,.. ;..,..... ..... ... .j ## ..... 1.<. /! SDS SCREW TO HEADER 6D& 8 012" OL EMI $IQE I;; ... .. 1 „ a „ I: 1 mI .. I. . BLOCK PANEL ED6E5 WITHIN :• :. .... :. ........ ..: . ... 4'-0' —FFREEE ENDS AND NA PER Q�7. ZONE 3. ( DIAPHRAGM SCHEDULE) Cn c� --- O .. tt E 2x10 CrM) TOP RA nm i1 . #• 2x6 GL6. I project ��: w I —2x10 RAFTER 0 24, O.G. 5EE WALL GTIO PT 2X2 MIN GONTIN BATTEN Np W/3/16" X 1-1/4' ENBEDMT TAPC.ON5 0 24" O.G. NAILS 0.12 DIA. SHANK 3/&' DIA HEAD 1-1/2" LONG 0 6" O.G. (WHITE) QUAD PANEL ALUM/VINYL VENTED SOFFIT 'AMC' J-0HANNEL 0,0155 THK ALUM W/T-NAIL 0 12, O.G. TO CBS 4 16 6A 1/4' 55 STAPLE KU T/8" MIN EMBEDMT O 24' O.G. TO PT 2X2 BATTEN. (MIN) 2x6 FIREBLOGKINkS ®CEILING 0/6VERT. MAX ANCHORED TOEA. SOFFIT ATTACHMENT DETAIL STUD W/ (2) I6d TOE NAILS %51MILAR J Ir X F < ., L I LL- Q j frl / z' ... `. o Cn Iel lC ..... 'y .. . .... ...� l0 I I OF FREE PANEL ED6E5 WITHIN k. 4'-00 ABLE ENDS AND NAIL PER C ZONE 3 PHRA6M SCHEDULE) m :.. ': ....... .....:. . ; .. :. fTl I .:. BALLOON FRAME BOTH ENDS OF s ... GARAGE 1 1_ . O .. �. 1 RAKED PLATE N EXISTING / / I J Z Eli J E] u W — U) t 7 z (� Lei. (n Q W 0 01 Q Z u In L1i 9: .. d� f I RAK�FD LA A3 I \ drawing o'51M. FRAMING P DETAILS FRAMING PLAN sheet A-3