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HomeMy WebLinkAboutBuilding PlanBEARING HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X6 SPF STAGGERED 12'OC 16D UP TO 3'-11 (1) (U (2)2X8 HEMP FIR STAGGERED 12"OC 16D 4' TO 6' (D (1) (2)2XIO HEMP FIR STAGGERED 12"OC 16D 6-1 TO 8'-6 (2) (U (2)2XI2 HEMP FIR STAGGERED 8"OC 16D 8'-7 TO 16' (2) (2) NON -BEARING HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X4 SPF STAGGERED 12'OC 16D UP TO 3'-II (1) (1) (2)2X6 SPF STAGGERED 12"OC 16D 4' TO 9'-8 (1) (D I _ HEADER '--�s-121-� 27 1 I' MIN FROM EDGE 4AX SEE TYPICAL WALL SECTION FOR FOOTING DETAILS EMBED #5 DOWEL 7" INTO FOOTING W/ HILTI HY-200 EPDXY OR E01 MISSED DOWEL DETAIL (9) IOD X 1-1/2" STRAP TO TRUSS U11--TAPOONSTO BLOCK W/(3) 3 6AXH 3D/4' TYPICAL CONC.BLK EXTERIOR WALL MISSING TRUSS STRAP DETAIL 1 3/8' CONT. BEAD OF CAULK (BACK BEDDING) BEHIND BU TO PREVENT LIQUID PASSAGE 3/8' CONT. BEAD OF CAULK (BACK BEDDING) BEHIND SHI TO PREVENT LIQUID PASSAGE SET FLANGE IN CONT. 1/4' (MAX) SHI TYP.ALUMWINDOW BED OF CAULK ACROS B.S. /4' MAX SHIM SET FLANGE IN CONT, ENTIRE FACE OF BUCK BED OF CAULK ACROS WINDOW IN ENTIRE FACE OF SHIM SILL CORROSIVE RESISTANT •TAPCON CEMENTIOUS P.T. IX WOOD BUCK TO PERIMETER CAULK ONC. SCREWS INSTALLED AS SPECIFIED FINISH T TEND BEYOND INTERIOR PRE -CAST IN WINDOW MAN-F. PRODUCT APPROVAL FACE OF WINDOW R S.G.D. CONC. SILL PERIMETER CAULK /2' DRYWALL - - TTACH AS PER MANUF. PRODUCT APPROVALS CEMENTIOUS CONC.BLK.EXT. ATTACH P.T. BUCKS W/.099 X 1-1/2• NAIL TYP. ALLM.WINDOW _ FINISH - ALL VERT FLOOR AS IN FFLOOR PLAN AT 12' O.C. OR S.G.D. JAMB TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL TYPICAL PRECAST CONC. SILL DETAIL NOTE- GUNNABI_E SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION NOTE GLNNA13LE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. 1.2 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR 1.4 IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL E 0� PRODUCT REVIEW AFFIDAVIT V ST. LUCIE COUNTY, PUBLIC WORKS DEPARTMENT c�ORx�p CODE COMPLIANCE DIVISION BUILDING PERMIT u 2019 NETTLES ISLAND OWNERS NAME MR E MRS, WILLIAMS PROJECT ADDRESS ST. LUCIE COUNTY, Ill CONTRACTOR MEL-12Y CONSTRUCTION INC CONTRACTOR'S ADDRESS 10967 S OCEAN DRIVE, JENSEN BEACH, FL 34957 FILL IN THE RATED WIND DESIGN PRESSURES LIST BY THE MANJFACTI-M FOR EACH PRODUCT LISTED PRODUCT MODEL NUMBER MANUFACTURER EVALUATION AGENCY NOA NUMBER EXPIRATION DATE WINDOWS -SINGLE HUNG SERIES SH-7700 LAWSON/IMPACT MIAMI-DADE 12-0127.16 12/27/2016 EXIT DOORS SMOOTH -STAR THERMA-TRU CORP. FLORIDA BUILDING CODE FL 15225.5-68 NA ROOFING MATERIAL 5V-CRIMP METAL J.M. METALS FLORIDA BUILDING CODE FL 12966.6 NA I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR USE IN THE STRUCTURE TOPROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD" AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. JOHN H. CRESWELL, PE SIGNATIJRF NAME PE# 40940, COA# 27002 DATE, DESIGN FIRM CERTNO. GENERAL NOTES - I. CONSTRUCTION SHALL FOLLOW *FLORIDA BUILDING CODE' AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. 3, ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STUCTU2AL NOTES- 1. DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16 2. SOIL BEARING CAPACITY, 2500 PSF 3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS, FOOTINGS- 3" BEAMS 1-1/2' SUSPENDED SLABS I' 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 STEED. MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED. 11. ROOF SHEATHING TO BE NAILED WITH IOD GALV. OR 8D RING SHANK NAILS OR EQUAL 4" O.C. EDGES AND 6' O.C. IN FIELD 12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM TO MASONRY WITH 1/2' DIAMETER 7" EMBEDMENT WEDGE BOLTS I AT TOP AND BOTTOM 36" OC THEREAFTER. 13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY 14.00RNER BARS ARE REOUIRED AT ALL OUTSIDE CORNERS 15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS INDICATED ON DRAWINGS 16.ROOF DL E LL - 55 P.S.F. 17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES 18.FLOOR LL - NA 19.SLIDING GLASS DOORS TO BE TEMPERED GLAZING 20.ALL PRE -CAST LINTELS TO HAVE MIN6' BEARING 21.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF 1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIP� CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSI=D, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, Bf_COMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION. ROOF EDGE O O O O W � LIJ O O O ORIDGE 2 O d O ROOF EDGE NOTE" ALL ROOFING NAILS TO BE RING SHANK ZONE I IOD NAILS 6' O.C. AT EDGES 6. O.C. AT INTERMEDIATE INTERMEDIATE MAY BE IT O.C. WHERE GROUP 2 SPECIES IS USED IN 100 M.P.H GROUP 2-SOUTHE12N YELLOW PINE ZONE 2 IOD NAILS 6' O.C. AT EDGES 6" O.C. AT INTERMEDIATE ZONE 3 IOD NAILS 4. O.C. AT EDGES 4'o.c.ATIOOF HEATHING NAILING ZONES SHEATHING 1'" 1 Inr Ir F" i' v AliL ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2308 VIRGINIA AVENUE FORT PIERCE, FL. 34952 772-462-155 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE Oft IT. LUCIE COUNTY LUILDING DIVISION REVIEWED Foll comes REVIEWED BY DATE PLANS AND PERMIT l BF KEPT ON JOB OR NO NSF'FOTION WILL BE MADE THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITLAD IN DUPLICATE WITH ALL APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULLTI-FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDIUG PERMIT AND ANY NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR STRUCTURAL WALLS. COLUMNS OR OTHER COMPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE AT (772)462-2172 PROJECT NAME, WILLIAMS RESIDENCE I I STREET ADDRESS, 2019 NETTLES ISLAND PERMIT NUMBER ST. LUCIE COUNTY, FL O CUPANCY TYPE SFR UkX45TWUCTION TYPE CBS CERTIFICATION STATEMENTI 1 CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) 1. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 2. BUILDING DESIGN IS, ENCLOSED, YES PARTIALLY ENCLOSED, OPEN BUILDING 3 MEAN ROOF HEIGHT, LESS THAN 15' ROOF PITCH, 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0,18 4. WIDTH OF END ZONES, < 4.5' WIND SPEED, 170 (3 SEC. GUSTS) 5. BUILDING CLASSIFICATION TABLE 1-I. ASCE 7 II FBC TABLE 1604.5 6. WIND EXPOSURE CLASSIFICATION, D ADJUSTMENT FACTOR FOR EXPOSURE E I-IEIGHTI 1.47 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE 1 -38.2 ZONE 2 -53.9 ZONE 3 -85.0 111IFSE1 PLANS AND ALI. PROPOSfO WORK 8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF ARL s'uk.)F,i:]' ro I:J-1 CC ()'(:f)o 9. COMPONENTS E CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF RE(ItslRFll Ry p'il '(" AT .. 10. LOADS, FLOOR 40 PSF ROOF/DEAD, 37 PSF ROOF/LIVE-IL PSF M0 of-, ni ;;,( awil TO , II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES_X__NO (IF NO, ATTACH EXPLANATION) 11CAiIi0 vAQb, , IZ CONTINUOUS LOAD PATH PROVIDED? YES X NQ (IF NO, ATTACH EXPLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES 0F NO, ATTACH EXPLANATION) 14. MINIMUM SOIL BEARING PRESSURE, 2500 PRESUMPTIVE, 2500 BY TEST, N/A PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CE12TIFICATIOM IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. CERT::l .rt:;.z,r. DESIGN FIRM, DATE, SLCCDV FORM# 020-00 REVISED 5/18/C9 (CL) FLORIDA DESIGN CRITERIA WULT) 170 MPH WASD) 132 MPH EXPOSURE IMPORTANCE FACTOR CATEGORY INTERNAL PRESSURE COEFFICIENT ROOF ZONE UP LIFT PRESSURES, ZONE] —38.2 PSF ZONE 2 —53.9 ZONE 3 —85.0 FOR ROOF PITCHS 2/12 THRU 6/12 (3 SEC, GUSTS) (3 SEC. GUSTS) D I I I 0.18 COMPONENTS � CLADDING PRESSURES -EXPOSURE "D" TAG POS.PRESSURE NEG.PRESSURE TAG END ZONE SQ.FT. 46.0 -49.8 -61.6 10 44.0 -47.9 G -57.5 20 C 41.2 -45.1 R -51.9 50 39.2 -43.1 I -47.9 100 34.3 -38.I J -38.1 500 EXPOSURE "D" MULTIPLIER MEAN ROOF HEIGHT LESS THAN 15' RIGHT REAR E: El m F1 TYPICAL El STUCCO LEFT MEL-I2Y CONSTRUCTION INC. ALL DRAV/ INGS AND WRITTEN MATERIALS HEREIN CONSTITUTE TH0121GINAL AND WORK OF MEL4Y CONSTRUCTION, INC. AND THE SAME OR ANY PART THEREC�-- MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION. 5V-CRIMP ELEVATIONS 12 I--wuIN I 1/4" - 1,-0„ GRADE i O U e Q J a w D O J u- J_ Q Lu LLJ tt5 EA. 16" X 18' CONIC. FOOTING WAD tt5'8 CONT. tt5 ALIGNED (1) EA. SIDE OF STAIRS AND (1) AT MIDPOINT CONCRETE FOOTING W(4)tt5'S CONT. (2) AT TOP AND (2) AT BOTTOM CLEAN, TREATED COMPACTED FILL CONCRETE (2) RISERS AT 7.5" STAIRS (1) TREADS AT 10" USE 3000 PSI I" BULLNOSE CONCRETE 2-z5)S CONT "v 5V-CRIMP METAL ROOF OVER 30n FELT OVER 19/32' CDX PLYWOOD SEE ROOF NAILING ZONE AND ATTACHMENT DETAIL 'SIMPSON' HETA20 AT EACH TRUSS TO BEAM WA12) 10D X 1-1/2 SEE SOFFIT E FASCIA DETAIL 7/8' P.C. TYPICAL E CONCRETE BLOCK EXT. WALLS WPD tt5 VERT. AT 4' O.C. E EA. SIDE OF EA. OPENING IN BLOCK WALL E ALL CORNERS AND CONT. FROM FOOTING TO BEAM tt5X10' HOOK LAP ENDS 48 BAR DIA. CONCRETE FOOTING W(4)tt5'S CONT. (2) AT TOP AND (2) AT BOTTOM tt5X10' ERED ROOF AT 24' O.C. 12 PITCH 3 DRYWALL LING 1/2' DRYWALL OVER 12-4.5 FOIL OVER 1' X 27 P.T. FIR OVER CONC. BLOCK f GRADE TED FILL TYPICAL WALL SECTION N.T.S. 1/2' DIA. A.B. —AT 32" O.C. W/6' MIN. EMBEDIMENT 2'X6' P.T. BOTTOM PLATE —SP6 TEB 4 LAB FINISHED FLOOR LANDING m tt5 EA. 1 BULLNOSE 1_6" X 18" CONC —i FOOTING W/(2) tt5' CONT. CONCRE' •" W(4)tt5'S TOP ANC --� — — GP I T 4� 6� tt5 ALIGNED ED (I) EA. SIDE OF STAIR CLEAN, TREATCOMPACTED FILL AND (1) AT MIDPOINT CONCRETE (2) RISERS AT 7.5" REAR STAIRS (1) TREADS AT 10" USE 3000 PSI I" BULLNOSE CONCRETE 6A.F.E. NAVD88 I'X4' AT BOTTOM CHORD AT 8' O.C. AND CONTINUOUS NAILED W/(3) 8D COMMON EA.TRUSS CONCRETE NOTES 500P51 MIN CONIC W/VAPOR BARRIER LL FOOTING DESIGN BASED ON 2500(ASSUMED) PSF SOIL BEARING CAPACITY, CONTRACTOR TO VERIFY. PROVIDE MIN. 3/4' RECESS AND/OR SILL FOR ALL DOORS TO EXTE210R.(INCL. GARAGE) ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD RESISTAN F. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND ELSEWHEr-'E IF APPLICABLE.. MEL-12Y CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. AND THE SAME OR ANY PApT THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION. LINTEL SCHEDULE HIGH -STRENGTH Ltt PRECAST AND PRESTRESSED LINTELS MANUFACTURED BY CAST-CRETE SAFE APPLIED SAFE APPLIED GRAVITY GRAVITY UPLIFT UPLIFT BEAM LENGTH TYPE LOAD LOAD LOAD LOAD COMPOSITE LI 2'-10" PRECAST 6113 < 800 4460 < 400 8FI6-IB/IT 1-2 4'-0" PRECAST 6113 < 800 3079 < 400 8FI6-IB/IT L3 11'-4" PRECAST 1366 < 800 798 1 < 400 8FI6-IB/IT I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PERIMETER INCLUDING CHANGES IN BEAM ELEVATION. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS 2. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 3. A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 6 FEET ON CENTER 4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED. LENGTH = OPEN SPAN PLUS 8 INCHES FOUNDATION PLAN 1/4" = 1'-0" 2r -6" FLOOR PLAN 1/4" = 1'-0" CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH LEGEND `ELECTRICAL 1/2 ON SWITCH 110 V. RECEPTACLE pp p 110 V. RECEPTACLE 220 V. SPECIAL PURPOSE CUTLET lam FLOO12 OUTLET IX BOX ® PIN LIGHT WALL MOUNT LIGHT FIXTURE PENDANT LIGHT IIOV FOR FIXTURE OWNER CHOICE RECESSED LIGHT ® EXHAUST FAN/UTE COMBINATION ® EXHAUST FAN CEILING FAN (� y�5( CEILING FAN W/ LIGHT SINGLE POLE SWITCH $3 DOUBLE POLE SWITCH 01 220 V. DISCONNECT ® SMOKE DETECTOR ® CARBON MONOXIDE ALARM FLOOD LIGHT DOOR OPE"02 ® FLUORE_SCENIT LIGHT ® FLUORESCENT LIGHT slim ELECTRICAL PANEL �] EECTOCAL METER TELEV113ION JACK (CABLED PHONE JACK C DOORBELL/GARAGE DOOR BUTTON % CHIMES ® SPEAKrMS GFI GROUND FAULT INTERRUPT WP WATERPROOF LOAD CALCULATIONS RESIDENTIAL 200 AMP ELECT. PANEL 240- IC 3W CIRC. DESCRIPTION VOLT SIZE WATT WIRE SIZE 1.2 AC/AH 240 60 12,000 6 3,4 ANKLESS/ ON DEMAND 240 30 17000 10 5,6 OVEN/RANGE 240 50 12,000 6 7,8 DRYER 240 30 1,000 10 9 LIVING RM. 120 15 1,500 14 10 MASTER BEDRM. 120 15 1,000 14 11 BEDRM.2 120 15 1,000 14 12 DINING RM. 120 20 1,000 12 13 LAUNDRY/WASHER 120 20 1,000 12 14 KITCHEN 120 20 2,000 GFI 15 BATHROOMS 120 20 1,000 GFI 16 SPARE 120 20 1,000 12 FIRST 10,000 = 10,000 51,500 WATTS REMAIN. 41,500 AT 40S-16,600 TOTAL 26,600 AMPS = 26,600 / 240 - 110.8 AMPS ELECTRICAL NOTES: ■200 AMP SERVICE *SMOKE DETECTORS AS REQUIRED *FIELD VERIFY RECEPTACLE LOCATIONS *GARBAGE DISPOSAL *ALL BRANCH CIRCUITS THAT SUPPLY 125V. SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN "ARC -FAULT CIRCUIT INTERRUPTERS)". *RECESSED LIGHTING FIXTURES MUST COMPLY WITH: FLORIDA ENERGY CODE 606.I.ABC. 1.2.4. PRODUCT APPROVAL (TOTALLY ENCLOSED) TYPICAL ELECTRIC RISER200 AMP. FLUSHM ' T FLUSH MOUYTE NOT TO SCALE AMP W/200 AMP Me MAIN DISCONECT PANEL (30 CIRC.) ELECTRIC METER O BY FP.L (9) UVO THHNCU IN 2' CONDUIT 3#VC.0 IN 2' DIA. COND.— u4 SOLID OR STRANDED CU. GROUNDED TO (2)u5 REINFORCING BARS AT FOUNDATION BASE 2 GRND.RODS a 6' APART #2/0 UFE12 GROUND REQUIRED 10.OSEE2 (MIND TO APPROVED SEPTIC SYSTEM PLUMBING RISER N.T.S. MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORk. OF MEL-RY CONSTRUCTION, INC. AND THE SAME OR ANY PAp°T THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MK,NNER WITHOUT WRITTEN CONSENT OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION. AC 51 CFM �__ LAUNDRY / 50 CFfv� V.T.R. Q� MASTOTN �. ECE HOW J; KN 6VALL -- -----— r-- 6X1F6 41 FM O 50CFM 50CF BEDS 14XI4 R/A I r I 12X8-6 86 CFM CL CL I I ATTIC I 21�FM e I ACCESI E ` ---J BAT I HALL I � 50 CFM V.T.R. IS] R S S R J118X20 R/A OXIO 7T 12'D I GRE I' RO `---------1243 , , �� KIT HEN I j I lo^lo 7 129 CFM 0 15 0 180 CFM DINING ROOM OPEN CARPORT HVAC PLAN 1/4" = 1'-0" PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOMS ELECTRICAL PLw\N 1/4" = 1'-0" PER 2008 N.E.C. O\ rn W>� 4 C =�IJm L� 0\1 `e U)8<co0 L Q Z 3 (V < j can u z o, Q �u 0 = _J (zD -J L01111 CID Q I � N (V O LLJ W J i Z'q �O Wm�U UVu--q =(ncy0 Z 0 # 0'Lu r�� vJ LJ V W W U z W Lu r[ W Q O _J LL P 1 z ` U W Z J tij W 1 �z W DC � W O i z �' 1 i (n N O N I F— ly O0 Z >Qz0 71UWF SHEET 4 5 I I BEARING HEADEQ SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X6 SPF STAGGERED 12"OC 16D UP TO 3'-II (1) (U (2)2X8 HEMP FIR STAGGERED 12"OC 16D 4' TO 6' (1) (U (2)2XIO HEMP FIR STAGGERED 12"OC 16D 6-1 TO 8'-6 (2) (U (2)2XI2 HEMP FIR STAGGERED 8"OC 16D 8'-7 TO 16' (2) (2) NON -BEADING HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X4 SPF STAGGERED ITOC 16D UP TO 3'-11 (1) (1) (2)2X6 SPF STAGGERED 12"OC 16D 4' TO 9'-8 (1) (I) H E A D E�,' 1--8-12" 2" , 1 IT MAX PLYWOOD 'IMP METAL PANEL '_ELT I' MIN FROM EDGE 'IMP METAL PANEL PLYWOOD I. AT THE SAVE, RAKE,AND RIDGE, FASTENERS SHALL BE LOCATED NOT MORE THAN 3' AWAY FROM THE PANEL END. 2. THE LEADING SIDE EDGE OF THE PANEL SHOULD BE THE SIDE WITH THE ANTI -SIPHON GROOVE, EACH PANEL SIDE WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY BRAKE. 3. tt9-15 X I-I/T SELF DRILLING CORROSIAN RESISTANT FASTENERS W/ SELF SEALING WASHERS AT IT O.C. AND AT IT O.C. IN THE CENTC-R OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE ON THE HIGH POINTS OF THE PANEL RIBS.4. THE PANEL'S WIDTH FASTENERS fiHALL BE SPACED AT IT O.C. TO THE CENTER RIB, THEN 12' TO THE NEXT, F'EI2PENDICULAR TO THE SLOPE, THROUGH THE OVERLAPPING PANEL. THE FLAT AREA OF THE PANEL AS SHOWN IN THE DETAILS HEREIN. 5. THE PANELS FASTENING PATTERN AT THE INTERIOR OF THE PANEL, SHALL BE IN ROWS SPACED IT O.C, RUNNING FILLED BLK. CELLW/Itt5 STUCC FOIL/I/2' C. P.T DRYWALL FIR STRIP I 2'X8' P.T. DOCK BUCK ATTACHED W/1/4' X 4' TAPCONSe6' EA.END. E e18" O.C(SNGL.LEAF) E eIT O.C. (DBL.LEAF) BRICK SWING DOORJAMB ATTACHED WIWO X 3" WOOD SCREWS e6' EA.END E 18" O.C.(SNGLLEAF) E 12' O.C.(DBL.LEAF) ,TTACHMENT DETAIL INDOW UNIT �78 ADD (U =5 'XT P.T. I'XT P.T. OVER 4' LNG. FURRING FURRING aLL m I/2 DRYWA1'X6' P.T. WINDOW BUCK TTACHED W/I-I/2' T FORMED E POURED 1­1 NAILS a 18'O.C. VERT CONQ SILL ;• CONCHLK.EXT. WINDOW FRAME - ':`. ALL W/Itt5 VERT ATTACHED TO CONC, - - AS IN FLOOR PLAN BLOCK TI RU WOOD - TYPICAL WINDOW BUCK W/I/4" X 2-1/4 STUCCO TAPCONS, FILL ALL HOLES MIN. EMBED 1-114' DETAIL DIAGRAM MODEL 1540-510 SmartVENT DUAL FUNCTION FLOOD AND VENTILATION VENT 477 AAA III49C FIGURE 2 e ° A Side View FIGURE 31.7wmaDe a< Side View 1 STRAP DETAIL. ,,,00 : TEETH MUST CLICK IN TITMIT TO INSU� ac Tq SMIIRE INSTA-LATIR< ®yFAST SOT 6PRIN0 BACK INDOW WIT TAPE12 ADD (B =5 SILL OVE12 4 LNG. Ifs FORMED E POLRED - CONC. SILL - - CONCEILK.EXT. - ALL W/Ita5 VERT - - AS IN FLOOR PLAN CONC. WINDOW SILL DETAIL STUCC PAPER W1 DUAI.""mrN ena"m .LVn 11, iI r. VD[Ji mona. vav-sm INSTALLATION INSTRUCTIONS Smart VENT & DETAILS 877- 441- 8368 MODEL 1540-510 www.smartvent.com DUAL FUNCTION FLOOD AND VENTILATION VENT REV. 5-15-W INSTALLATION INSTRUCTIONS M 1. Remove vent door doom vent frame. (Tom upside down, move bottom of door outward and slide out) 2. Prcpam a CLEAN 16.25" wide by 825' high tough opening (annex. I block wide X 1 block high) for each vent. Imme the bottom of the tough opening is no more then 12" above the finished grade. 3. Apply a bead of silicone or polymethane adhesive around the backof the flange on the vent frame.(FIG, 2) 4. Herd the 4 steal straps m lha thickness of Newali measuring Prom We ®d ufith the teeth (aoc STRAP DETAIL) 5. insert the top Straps into the tap two strap slots about two clicks. 6. Insert the vent fine in the cut opening. The bent strap ands go in men up behind the inside ofthe wall. Push the flame right against the face of the wall. Ensure the flame is gush and e,.o in the openng, (FIG. 3) 7. Reacb through the vent openiug and click the two maps in while bdl g the front of the vent ago tthe waE f The sharp point ofthc strops should not extend past the front of the vent face. Install the two remaining bottom strata 8. Rcahcck that fined, is sgnam and slots are clear of debris, and caulk. 9. Install the door into frame by grasping the bottom of door (with float pies dawn) and front (mat serven in front). Slide door into frame and rotate until it is latched. 10. To apt. the duet faster two credit cards into the first slots as an. in we diagram. Ibis will unlatch the door for removal and cleaning. DETAILED SPECIFICATION& W11RIAL STNNIESS STEEL s OF TOM anon: AB 71C NON-FOAERED K ATION AND OPMnC0I - VENr RE S GDSEO AND tnCKED UNTIL AGINAIID CPEW,RON AIR: AUTOLNRC UDURES FULLY WON AT 7S DEG. NILY CIDSTD AT 36 DEC. NO PORFR REOUR6O INSTA 71014: tlroRGsrATIC IU11U zMO/D Sq Ft W V srtn srRAPs suPraED Mrt VERRUTR)N: 51 Sq. In. W NM NOTE: VAPOR INRRIM AIInIAs FOR REDUCED VkMIUT10N REWWEIQ=S FLOOD: MINIMUM OF P VENTS PER ETICI.O!IED AID MOUNTED ON AT UDWI TMO DIFFf.RQfF WA115 =*tS TIMNt6S RYPON(SONDAW ales ID(TOR DER TEO NTf1E sfli AT, MY. AND BUCK (AVAILABLE) MEETS THE REQUIRE IF" FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA, NFIP, ICC, &ASCH SUPPORTIVE DOCUMENTS, TB 1-09, WEIR 603(C)(5), ASCE 24-05 TCC EVALUATION NFSR-2074 TYPICAL WALL SEE WALL DETAILS TYPICAL W SEE WALL DET/ TYPICAL 4ETAL DRIP FLASHING -I"X2" P.T. DRIP EDGE !"X6" PRIMED R.S. FACIA ZERO OVERHANG DETAIL N.T.S. TYPICAL SOFFIT DETAIL N.T.S. AS PER F.B.C.2514.3.5 METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. II -GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM) LONG HAVING A HEAD NOT LESS THAN 3/8 INCH (9.5 MM)IN DIAMETER. SOFFIT VENTS TO BE 6'X24" AT 8' O.C. MAX. EXTERIOP SOFFIT DETAIL N.T.S. ETAL DRIP FLASHING X2" P.T. DRIP EDGE 'X6" PRIMED R.S. ACIA CONTRACTOR TO USE 7/8" STUCCO OVER 3/8" HI RIBBED PAPER BACKED METAL LATH OVER "TYVEK" W/1" PER F.B.C. 2514.3.5, THE CONTRACTOR SHALL INSTALL 6' X 24' SOFFIT VENTS e 8'-0" O.C. PNEUMATIC FASTNER SCHEDULE I.) PNEUMATIC FASTNERS SHALL BE 'HILTI' COIL NAILS, TYPE CRF 1120. 1-1/2" LONG BY .120 DIAMETER UNLESS OTHERWISE NOTED. 2.) FASTNERS OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED. MANUF. MODEL tt SPACING/ LOCATION NAIL SIZE REMARKS PLYWOOD WALL 2-3/8" X .113 (34 DEG.) PRUDENTIAL SHEATHING BUILDING MAT. SP812MS SEE DIAPHRAM SCHEDULE PLYWOOD FLOOR 2-3/8' X .113 (34 DEG.) PRUDENTIAL SHEATHING BUILDING MAT. SP8RMS SEE DIAPHRAM SCHEDULE PLYWOOD ROOF 80 COMMON COATED PRUDENTIAL SHEATHING BUILDING MAT. SEE DIAPHRAM SCHEDULE I" X 2" FURRING .099 X H/2' SM INTERNATIONAL 422428 16" O.C. STRIPS STAPLE WINDOW BUCKS .120 X 1-1/2' HILTI 12" O.C. GARAGE DOOR UT X 5-1/2' RAMSET/REDHIEAD 24' O.C. VERTICALLY BUCKS DOOR BUCKS 1/4' X 2-1/2" INTERNATIONAL 8" O.C. TAPCONS STAPLE SLIDING GLASS .120 X 1-1/2' HILTI 17 O.C. DOOR BUCKS ROOF BASE .120 X I' CENCO HJI5ATA 12' O.C. AT HEAD LAPS AND EVE EDGES SHEET GALVANIZED 24" O.C. AT EDGE OF VALLEY SHEETS DIAPHRAM SCHEDULE PANEL FRAMING DIAPHRAM ZONE I ZONE 2 ZONE 3 EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING BOUNDERIES REMARKS ROOF APA RATED SHEATHING 19/32" 24" O.C. MAX. IOD, IOD, IOD, IOD, IOD, IOD, IOD, BLOCKING EXPOSURE 1, OR EQUAL 6' O.C. 6' O.C. 6" O.C. 6" O.C. 6' O.C. 4" O.C. 4" O.C. AS SHOWN SPAN RATING 40/20 NOTE, ALL ROOFING NAILS TO BE RING SHANK NOTE TO GENERAL CONTRACTOR, ALL CONNECTIONS IN CONTACT WITH ACID MATERIAL SHALL BE HOT DIPPED GALVANIZED MINIMUM. NOTE TO BUILDER, BUILDER SHALL COORDINATE AND REVIEW ALL FINAL ARCHITECTURAL DRAWINGS WITH TRUSS MANUFACTURERS DRAWINGS BEFORE TRUSS MANUFACTURERS TRUSS ENGINEERING PACKAGES AND ACTUAL TRUSSES ARE PRODUCED. (2) 5/8" D. WEDGE ANCHOR MOUNTING PLATE TO BLK. WALLN- BOTH SIDES 1/47 X 4' ALUM MOUNTING PLATE W/1/4' FILET WELDS ALL EDGES 1/4' X 3' FLAT STRAP, BOTH SIDES OF PLATFORM 36' X 36'X 114 ALUM. AC PLATFORM 5/8' D. WEDGE 14" FILET WELD ANCHOR AT 6' O.C. ALL EDGES PLATFORM TO CONC. =5X10" PARALLEL TO THE SLOPE OF THE ROOF. MEL-12Y CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN (-ONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. FL tt6931-RI AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSES• , DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECIDMES INDEBTED TO MEL-12Y CONSTRUCTION, INC. FOR FULL COMMISION. TYPICAL XTERIO WALL NOTES( I. HOUSE IS IN A NEGLIGIBLE WEATHER AREA 2. HOUSE IS IN A VERY HEAVY TERMITE AREA 3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200 4. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25 5. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL FINISHES, CEILING FINISH AND INSULATION 6. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS 7. TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL OR WOOD 6TUDS AT 24' O.C. CONT. 25 GAUGE METAL TRACKS TOP E BOTTOM 25 GAUGE CHANNEL SHAPED STUDS AT 24' O.C. W/ 1/2' GYPSUM WALL BOARD APPLIED VERTICALLY E ATTACHED W/ I' LONG BUGLE HEAD SCREWS TO EA. SIDE AT 12' O.C. CONC. FLOOR SLAB TYPICAL INTERIOR PARTITION N.T.S. X 4" TOP PLATE 2" X 4" WOOD STUDS _�—AT 24" O.C. WITH I/2" DRYWALL BOTH SIDES ATTACH 2" X 4" .BOTTOM PLATE TO FL. JOISTS WITH =10 X 4' WOOD SCREWS AT 4' FROM EA. END Z 24" O.C., (3) MIN. (�--FLOOR JOIST KNEEWALL DETAIL METAL ANCHOR FLANGE EXTERIOR (4) BY AC MANUFACTURER WALL WITH ANCHOR BOLTS BY AC. MANUF. TO PLATFORM A.F.E. NAVD88 CONDENSER UNIT—ii PLA TREATED FILL / CONCRETE FOOTING VV(4)tt5'S CONT. (2) AT 5/8" D, WEDGE TOF AND (2) AT BOTTOM ANCHOR AT 6" O.C. ALUMINUM AC MOUNTING PLATFORM PLATFORM TO FOOTING AT FINISHED FLOOR ELEVATION COMPRESSOR ATTACHMENT DETAIL N.T.S. SEE ALL PAGES FOR STRUCTURAL DETAILS 0 U Z a Q d O LL J Q W 3"14 HH 3"14 HH 12" *BU{�IIL�DER"S -THIS IS A PLACEMENT PLAN FOR ENGWt% D SING* -BRACING: *WARNING* COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS IAPHRAMS HAVETHE BCSI-B1 SUMMARY SHEETS ALL BEARING POINTS MUST BE INSTALLED EAST COAT TRUSS.OT BEEN ANALYZED BY 02) PERMANENT BRACING OR THE STRUCTURE IS HE ILITY OF OTHERS. PRIOR TO INSTALLING ANY TRUSSES! FOLLOW INSTRUCTIONS ON THFOR ERECTION ANDIS B SI 81 SUMMARY SSESRESPONSI3) INSTALL WEB BRACING AS STATED ON SEALED FAILURE TO DO SO MAY RESULT IN SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. VauIte( Ceiling 21' 6" TRUSS PLACEMENT PLAN -SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR STRUCTURAL DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE TRUSS -ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS PLIES AND THE CONNECTION INFORMATION. OTHERWISE NOTED. INSTALL HANGERS ACCORDING -OUR DESIGN DEPARTMENT MUST APPROVE TO THE CURRENT SIMPSON STRONG -TIE CATALOG ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. t� 312 4� { Vaulted Ceiling TRUSS CONNECTOR SCHEDULE residence BRG POINT TRUSS I.,UPLIFT TRUSS ❑NNECTOR MFG CONNECTOR QTY CONNECTOR TO USE CONNECTOR UPLIFT FASTENERS PER STRAP Truss to Concrete < 1725 S 1 HETA20 1805 10-I0d x 1-1/2 Truss to Wood < 625 U 1 RT7A 650 10-8d x 1-1/2 Connector Mfg U=USP, S=Slnpson SIGNATURE ACKNOWLEDGES: Having used the Trues Loads (Provided by the Trues Manufacturer) for Design of Pertinent Components. No Responsibility is Hereby Assumed for the Dimensioning, Detailing, ]Fabrication Nor Installation of This Truss System. APPQOVED BY: JONN N. CQESWELL, PE TITLE: ENGINEEQ OF QECOQD APPQOVAL DATE, 8'-0" Plate Height Vaulted Ceiling 1.5/12 Ceiling Pitch Indicates Left End Of Truss On Layout & Engineering Sheets 111311 111311 3r- 3 7/8" 7F_ 221611 Typical Attic Truss ENGINEERED TRUSS S�EMS EAST COAST TRUSS 5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646 OFFICE:(772) 466-2480 FAX:(772)466-5336 CUSTOMER: Mel-Ry Construction JOB NAME:Williams Residence ADDRESS:2019 Nettle CITY/CNTYNettle Island, St. Lucie JOB # 27614 �. JOB # a MODEL [???] UJ GARAGE Q SQ FT 666 DATE 10/07/14 (LATEST=/ I() IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST TRUSS is the "Truss Design Engineer" Trusses are designed in accordance with the Florida Building Code APPROVAL NOTE: By approving this placement plan(s) signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges J that this approval authorizes EAST Q COAST TRUSS to manufacture these Z trusses and deliver them to the LL project indicated on this drawing. = The customer also acknowledges Q that he/she accepts financial W responsibility for any repair, a engineering, and labor required due Q to errors other than those of EAST COAST TRUSS. Cn Signed: Date: W CODE =FBC 2010/TPI2007 ASCE 7-1 0 DESIGN CRITERIA =C&C :D OCCUPANCY CATEGORY = II U7 EXPOSURE = D LU MWF SPEED = 170 U) BUILDING TYPE = ENCLOSED (!) MEAN HEIGHT = 11.00 GRAVITY LOADS FLOOR: DUR FACTOR= 1.0 LU PSF=TCLL - TCDL- BCLL-BCDL U) 40.Of10.Of0.015.0 0 ROOF: DUR FACTOR= 1.25 LU PSF=TCLL - TCDL - BCLL - BCDL V7 20.Of17.Of0.0110.0 Z) LOADS PER FBC & FRC O *NON -CONCURRENT BC LL 10psf Z O CONCURRENT BC 0 STORAGE LL 20 psf UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL. GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2X6 STRONG BACK BRACING, 10'-0" O.C., IS RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE ` CAUTION: SPANS GREATER THAN 30'-0" O MUST BE SET WITH A SPREADER BAR. THE , SPREADER BAR SHOULD BE AT LEAST 1/2 TO v 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. J REFER TO BCI-B1 FOR COMPLETE Q ERECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER O I..L NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES REVISIONS a a 1 2 3 4 5 6 0 (3/16" if blot 18x24) .Designed by:C n� W N °� w4' z61L60'� <o<00a Q--1(V CAD m Q CO ::j o` 9 J U7 N 0 � CO N 0 a LuLd N r 3z110 U) 0 U�LL.1 =Lu ON 65U0 r If) o_wa C� O o� C� `yam c� � ll� O I C\ �1_,�\ m LU z LU 0 W Lu IN LU W U W UJ g iW n Z W Dt o., 111 Z N BEADING HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X6 SPF STAGGERED UP TO 3'-II (D (1) 12"OC 16D (2)2X8 HEMP FIR STAGGERED 4' TO 6' (I) (1) 12"OC 16D (2)2XIO HEMP FIR STAGGERED 6' -I TO 8' -6 (2) (D 12"OC 16D (2)2Xi2 HEMP FIR STAGGERED 8'-7 TO 16 (2) (2) 8"OC 16D NON -BEARING HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X4 SPF STAGGERED UP TO 3'-II (I) (1) 12"OC 16D (2)2X6 SPF STAGGERED 4' TO 9'-8 (D (1) 12"OC 16D I' MIN FROM EDGE HEADER-a-12=-� j2AX SEE TYPICAL WALL SECTION FOR FOOTING DETAILS EMBED =5 DOWEL 7" NTO FOOTING W/ HILTI �HY-'INTO EPDXY OR EOL MISSED DOWEL DETAIL (9) IOD X 1-1/2" STRAP TO TRUSS SIMPSON MTS 16 ATTACHED TO BLOCK W/(3)- 3/16" X 1-3/4" TAPCONS TYPICAL CONC.BLK EXTERIOR WALL MISSING TRUSS STRAP DETAIL 3/8' CONT. BEAD OF CAULK (BACK BEDDING) BEHIND BUCKI TO PREVENT LIQUID PASSAGE SET FLANGE IN CONT. BED OF CAULK ACROSS ENTIRE FACE OF BUCK CEMENT .-cf"7t.�aT3: ATTACH P.T. BUCKS W/.099 X HIT NAILS AT IT O.C. MAX SHIM P.T. IX WOOD BUCK TO -EXTEND BEYOND INTERIOR FACE OF WINDOW OR S.G.D 1/7 DRYWALL TTACH AS PER MANJF. RODUCT APPROVALS �. ALUMWINDOW S.G.D. JAMB TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL NOTE: GIN14ABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION 3/8' CONT. BEAD OF CAULK (BACK BEDDING) SE54IND SHI TO PREVENT LIQUID PASSAGE 1/4' (MAX) SHI TYP.ALUM,WINDOW SET FLANGE IN CONT, BED OF CAULK ACRO WINDOW ENTIRE FACE OF SHIM SILL CORROSIVE RESISTANT'TAPCONI" PEQINETE2 CAULK - CONC. SCREWS INSTALLED AS SPECIFIED PRECAST IN WINDOW MANJF, PRODUCT APPROVAL CONC. SILL CONC.BLK.EXT. WALL W/Itt5 VEST AS IN FLOOR PLAN TYPICAL PRECAST CONC. SILL DETAIL NOTE- GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. 1.2 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR 1.4 IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS, 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5, WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL PRODUCT REVIEW AFFIDAVIT ST. LUCIE COUNTY, PUBLIC WORKS DEPARTMENT c�OR1�P CODE COMPLIANCE DIVISION REVISION 11/25/2014 DESIGN PRESSURES BUILDING PERMIT tt 2019 NETTLES ISLAND OWNERS NAME MR E MRS, WILLIAMS PROJECT ADDRESS ST. LUCIE COUNIfY, FL CONTRACTOR MEL-RY CONSTRUCTION INC CONTRACTOR'S ADDRESS 10967 S OCEAN DRIVE, JENSEN BEACH, FL 34957 FILL IN THE RATED WIND DESIGN PRESSURES LIST BY THE MANUFACTURER FOR EACH PRODUCT LISTED PRODUCT MODEL NUMBER MANUFACTURER EVALUATION AGENCY NOA NUMBER EXPIRATI N DATE PRODUCT PRESSURES WINDOWS -SINGLE HUNG SERIES SH-7700 LAWSON/IMPACT MIAMI-DADE 12-0127.16 12/27/2016 +/-/80,0 EXIT DOORS SMOOTH -STAR THERMA-TRU CORP. FLORIDA BUILDING CODE FL 15225.5-68 NA +/-67.0 ROOFING MATERIAL 5V-CRIMP METAL J.M. METALS FLORIDA BUILDING CODE FL 12966.6 NA I NAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THI' 1R USE IN THE STRUCTURE TOPROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME JOHN H. CRESWELL PE __SIGNATURE_ PE:* 409,40, COA# 27002 DATE DESIGN FIRM CERT.NO. GENERAL NOTES I. CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STUCTURAL NOTES! I. DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16 2. SOIL BEARING CAPACITY 2500 PSF S. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMA 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS FOOTINGS; 3' EEAMS1 HIT SUSPENDED SLABS I' 6, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. IO.BEARING POINTS OF T12LSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED. II. ROOF SHEATHING TO BE NAILED WITH IOD GALV. OR 80 RING SHANK NAILS OR EQUAL 4' O.C. EDGES AND 6' O.C. IN FIELD 12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM TO MASONRY WITH 1/2' DIAMETER T EMBEDMENT WEDGE BOLTS I AT TOP AND BOTTOM 36' OC THEREAFTER. 13.ALL SOILS TO BE COMPACTED TO MIN. 951 DENSITY 14.CORNIE12 BARS ARE REQUIRED AT ALL OUTSIDE CORNERS 15.FOOTINGS SHALL BE A MN. OF 16' IN WIDTH OR AS INDICATED ON DRAWINGS 16.ROOF DL E ILL - 55 P.S.F. 17.UPLIFT FORCES AS PER ENGINIE62S NOTES AND SCHEDULES 18.FLOOR ILL - NA 19.SLIDING GLASS DOORS TO BE TEMPERED GLAZING 20.ALL PRE -CAST LINTELS -0 HAVE MIN.6" BEARING 21.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF 1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. w d Z ROOF EDGE CL) O O O C O O 2 2 RIDGE O ROOF EDGE NOTE" ALL ROOFING NAILS TO BE RING SHANK ZONE I IOD NAILS 6' O.C. AT EDGES 6' O.C. AT INTERMEDIATE INTERMEDIATE MAY BE IT O.C. WHERE GROUP 2 SPECIES IS USED IN 100 M.P.H GROUP 2-SOUTHERN YELLOW PINE ZONE 2 IOD NAILS 6" O.C. AT EDGES 6 O.C. AT INTERMEDIATE ZONE 3 IOD NAILS 4' O.C. AT EDGES 4'o.c.AT�)OOF INTERMEDIATE NAILING ZONES ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2308 VIRGINIA AVENUE FORT PIERCE, FL 34952 772-462-155 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITLAD IN DUPLICATE WITH ALL APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULLTI-FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STRUCTURE QEOUIRING A BUILDING PERMIT AND ANY NONRESIDENTIAL STRUCTURE, THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR STRUCTURAL WALLS. COLUMNS OR OTHER COMPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE AT (772)462-2172 NAM. WILLIAMS RESIDENCE STREET ADDRESS, 20I9 NETTLES ISLAND PERMIT NUMBERPROJECT ST. LUC;Itt COUNTY, FL O CUPANCY TYPE SF12 CONSTRUCTION TYPE CBS CERTIFICATION STATEMENT, I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED (PLEASE CHECK OR COMPLETE T'HE APPROPRIATE BOX) I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 2. BUILDING DESIGN IS: ENCLOSED: YES PARTIALLY ENCLOSED: OPEN BUILDING 3 MEAN ROOF HEIGHT, LESS THAN 15' ROOF PITCH, 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18 4. WIDTH OF END ZONES, , 4.5' WIND SPEED, 170 (3 SEC. GUSTS) 5. BUILDING CLASSIFICATION TABLE I -I. ASCE 7 II FBC TABLE 1604.5 6. WIND EXPOSURE CLASSIFICATION: D ADJUSTMENT FACTOR FOR EXPOSURE E HEIGHT, 1.47 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE 1 -38,2 ZONE 2 -53.9 ZONE 3 -85.0 8. COMPONENTS S CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF 9. COMPONENTS E CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF 10. LOADS FLOOR 40 PSF ROOF/DEAD 37 PSF ROOF/LIVE 17 PSF 11. SHEAR WALLS CONSIDERED FOR STRUCTURE? YE$,__&_NQ (IF NO, ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YES X NQ (F NO, ATTACH EXPLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NQ__(IF NO, ATTACH EXPLANATION) 14. MINIMUM SOIL BEARING PRESSURE 2500 PRESUMPTIVE, 2500 BY TEST N/A PSF AS WITNESSED BY MY SEAL, 1 HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CE12TIFICATIOM IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME, DESIGN FIRM SLCCDV FORMtt 020-00 REVISED 5/18/09 (CL) CERT(s: DATE: SEAL G (() O U "' v 4 1-;� (o = U) �6QCo N _ 1'J 7 Cn z Q (0 G\ Q J U) co W � N r DC O LIJ d N U �z110 (1)mmU o LL =UJ �_0 Z LO 33 0�0)O_ Cam" q .® (4) O I �® m�.., Z U U IJJ Z -J UJ E- W z U Ol, Z O co N co SHEET n MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN COr,STITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. 5 AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DISTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.