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HomeMy WebLinkAboutApproved PlansSite Data Zoning Designation: Proposed Use: Single Family Residence Lot Area: 50,390 sf Flood Zone: Zone X' Legal Description The North half of the Northwest Quarter of the Southwest Quarter of the Southwest Quarter of the Northeast Quarter of Section 18, Township 34 South, Range 40 East, St. Lucie County Florida, less the West 300 feet thereof. I I I I I S. LINE OF N-W. 114 r)F S W 114 r)F N F 114 r)F (;FCTION 1R. 34S. 40F - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - I I I I - CC -odes & Agencies Review Agency: St. Lucie County Planning & Zoning St. Lucie County Building Department. Fire Code Review: St. Lucie County Fire Marshall Applicable Codes: Florida Residential Building Code, 5th Edition Florida Mechanical Code, 5th Edition Florida Plumbing Code, 5th Edition National Electric Code, 2011 edition. Area Calculations First Floor AC 1,640 Covered Porches 144 Total Under Roof 1,784 - - - - - - - - - - - - - - - - - - - - - - - - - I I I I a SHED BY OTHERS o o I I I I ` I I I I I I I I t I o I I I I 51'_0" 01 20.0 ----------------------_ I � I I I i i I I i i I I i i I I I I I I I I i I I I � I i i I I I I � I I I I i I I I i i I I � I 30'-0" I , -------------------------- 7 104- I I I I I i i I I I i i I I i I I I I I I I I I I I I I I I I I I I � — — — — — — — — — — —————————————————————————————————————————— O O N -------- ----- --------_- ----- --- ---N.LINEOFNW,1/40FS_W.1/40FNE.1/40FSECTION18,34S,40E --- List of Drawings A1.1 Site Plan A2.1 Floor Plan A3.1 Elevations A3.2 Elevations EA Electrical Plan MA Mechanical Plan S.1 Foundation and Framing Plans S.2 Details and Specifications FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #.SZ 5F/737/£S3 & Well # Date: Z L 1;7 Reviewer: 11!5.� o �- w:�V • A'5L'L' ALL MANUFAmmILABILESSHOININa U FACTORS AND 3HGC COMPLIANCE � WITH FCC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS � UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT MAY EE NEOESSARY IN ORDER TO c0MPW W1TN 4.6AINKIGA26E Goals. CONCEALED FASTENERS OR ATTACHMENTS 50'-0" ARE THE RESPONSIBILITY OF THE COiRMOALLNGLVO DIVISION REVIEWED FOR C UN ,REVIEWE BY DATE P s���ii[lST BE T ON J08 OR NO n+iSPEeTIaN WILL BE M,1 DE, �I ---------------- - — - — - — -------------� i I I I North (D 0 0 mrCcy'0 C ra°`°0mca 0 oQD C) CEO °� L lC fi N U d -0 CO O O 0) j• -Fa d Vl U L +' t O. N r. C 4) Q.0 N T.- .O,OF- .= NQ r m v C y 3 > (� > N O.a L x C CO o _ ~ U) 3 0) = m 0 C 2 .U. L L `: C 3c(a03:E (a '— corn -0 00000) Y:5 Ti y A @L C Q y i N 7 U 0 F- (O N 'O cis d b U LO (OD a(Oi m E N O O Cl) N U 00 0) N Cl) O O N L L2 (OD (D _O I- (0 O S x ' O O O 0-6 O -J: N n� �J O 2") cOD Q a -0 a? 3 O M 3 3 a) N n 0 Q n T CD C\ (q N a) cri 70 AR 93 268 Site Data Zoning Designation: Proposed Use: Single Family Residence Lot Area: 50,390 sf Flood Zone: Zone "X" Legal Description The North half of the Northwest Quarter of the Southwest Quarter of the Southwest Quarter of the Northeast Quarter of Section 18, Township 34 South, Range 40 East, St. Lucie County Florida, less the West 300 feet thereof. I I I I S. LINE OF N.W. 1/4 OF S.W. 1/4 OF N.E. 1/4 OF SECTION 18, 34S, 40E — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 302.17' I 0 0 N I �— — — — — — — — — — — — — — — — — — — — — ----- — — — _ I I I I I I I I I I I I I I I I I I I Codes & Agencies Review Agency: St. Lucie County Planning & Zoning St. Lucie County Building Department. Fire Code Review: St. Lucie County Fire Marshall Applicable Codes: Florida Residential Building Code, 5th Edition Florida Mechanical Code, 5th Edition Florida Plumbing Code, 5th Edition National Electric Code, 2011 edition. Area Calculations First Floor AC 1,640 Covered Porches 144 Total Under Roof 1,784 ------ -- -- ----------------- I I I I o I I 0 M I I I i I I I I I I I i I � I I I I I I ----------------------- I 51'-0" 20'-0" I I I I i i I I i i I I I i i I I i i I I I i i I I I i i I I I I � I I I I I I I I L' I I Lj i I i I I I I i i I I 30'-0" I I -------------------------- I i i I I I i I I I i i I I I 1 I I I I I I I I I I I I I I I I I I I I ------- SL— — — — ------� N. LINE OF N.W. 1/4 OF S.W. 1/4 OF N.E. 1/4 OF SECTION 18, 34S, 40E 0 0 N List of Drawings A1.1 Site Plan A2.1 Floor Plan A3.1 Elevations A5.1 Door & Window Details ec n a a M.1 Mechanical Plan S.1 Foundation and Framing Plans S.2 Details and Specifications to c g > 0 0 o c 0 L N O w C 0 C O V O O ro 0 CL —0 CIS 0 w L ld w00.45c=o cts U) c n N V 0 �= N L C Q N CL am a s a� 0 > y 0�zma.0 0 c y O ftl O r y Y 5 N L ,c O O N + L L = L' r- 3 m 0 W •— m rn3 o aEi wYaS°��c N 7 i L CL n 0 N •O V C L c I- l0 cn 0 c0 "= U O C� 00) co E 0 a)CN7N 0) NV)r co co U cc O f- f0 O O t O O O co _ O N N Q O OL Cl) N > n n i AR 93671 /`BRED PR i7o-3-o/z Door Schedule DOOR TYPE SIZE MFGR. MAT. HW REMARKS 1 A -SWING 3'-0" x 6'-8" x 1 %" 2 B-SWING 2'-6" x 6'-B" x 1 X, 3 C-SWING (2) T-0" x 6'-8" x 1 %" 4 D-SWING 2'-8" x 6'-8" x 1 3/" 5 E-SLIDING (2) 2'-6" x 6'-8" x 1 6 D-SWING 2'-8" x 6'-8" x 1 7 E-SLIDING (2) 2'-6" x 6'-8" x 1 8 E-SLIDING (2) 2'-6" x 6-8" x 1 %" 9 D-SWING 2'-8" x 6'-8" x 1 3/" 10 D-SWING 2'-B" x 6-8" x 1 3/" 11 E-SLIDING (2) 2'-6" x 6'-8" x 1 12 TEMPERED GLASS 13 D-SWING 2'-8" x 6'-8" x 1 14 D-SWING 2'-B" x 6'-8" x 1 15 E-SLIDING (2) 2'-6" x 6'-8" x 1" 16 TEMPERED GLASS 17 D-SWING 2'-8" x 6-8" x 1 X, Window Schedule WIN. TYPE SIZE TYPE MAT. FINISH REMARKS A T-0" x 5'-0" SINGLE HUNG SINGLE HUNG VINYL WHITE EGRESS B 2'-6" x4'-8" VINYL WHITE C 2'-4" x 31-4" SINGLE HUNG VINYL WHITE-- D Appliance Schedule LOCATION DESCRIPTION MANUFACTURER MODEL FINISH REMARKS Kitchen Refrigerator Range Microwave Drawer Range Hood Dishwasher Disposal Laundry Washer Dryer Plumbing Schedule Location Fixture Mfgr. Suite Model Color Remarks Kitchen Sink Faucet Disposal Master Bath Sink Faucet Toilet Shower Head Guest Bath Sink Faucet Toilet Tub Tub/Shower Faucet Framing Notes Dimensions to face of block at CMU walls and face of wood framing at interior walls unless noted otherwise. Frame walls dimensioned as 8" can be framed with 2x8's for actual 8 1/2" dimension finish to finish, 6" walls can be framed with 2x6's for actual 6 1/2" dimension finish to finish and 4" walls can be framed with 2x4's for actual 4 1/2" dimension finish to finish. See Floor Finish Plans, Reflected Ceiling Plans and Interior Elevations for additional information. All finish floor materials (tile, wood, stone, carpet, etc.) to be same finish elevation. Coordinate masonry openings and depress slab as required to minimize threshold elevations and to align door and window head heights. Contractor is responsible for additional plywood and/or cement backer board as necessary. Code Notes 302.9.1 Wall and ceiling finishes shall have a flame spread index of not greater than 200. 302.9.2 Wall and ceiling finishes shall have a smoke -developed index of not greater than 450. 702.3.1 All gypsum board materials and accessories shall conform to ASTM C 22, C 475, C 514, C 1002, C 1177, C 1178, C 1278, C 1396 or C 1658 and shall be installed in accordance with the provisions of this section. Adhesives for the installation of gypsum board shall conform to ASTM C 557. 3 2x4 TOP PLATE 2x4 STUD WALL 16" O.C. w/ 1/2" GYPSUM BOARD DOUBLE 2x4 L U/-- BOTTOM PLATE I ELECTRIC TANKLESS WATER HEATER c 0 O > 0o U) a`rr c� z30c � na ns O co c O 0 as t W o m 0-0 U) U CL c 1E O c M 'R c ) U U O rL Y L)) a) c c 3 o n � wC: N 3 m ro C Y (d U O Y Y L U) 3 U) L ul 3 Co o = 3 "M E m - co o) YO -O 5 �« 0)N EL'y OU i H l6 N -0 (a C 55 U u1 rn UD E N O c� aa))MN V 00 (Z f") :2 CV L ' r' (ODD N n r9_o�ra ns 0 �3 os Ov W o 'a") co Q Qmc E CO)3 CV > qZ J O T � u 0 0 T J LL /rr O N N 6 ui N N N SMOOTH STEEL TROWELED STUCCO FINISH Q a 4 5 2 RAISED STUCCO SILL -; • SET P,T. BUCK IN SEALANT , d 60 AND SEAL FACE AT CMU CORNER WITH LIQUID W.P. MEMBRANE HEAD FLASHING FIBERGLASS TRANSOM JAMB; INSTALL PER MANUFACTURER AND PROVIDE PRODUCT i / APPROVAL / COORDINATE HEAD HEIGHT WITH WINDOW HEAD HEIGHT (TYP) i LINE OF STUCCO (BEYOND) SEE INTERIOR ELEVATIONS FOR INT. MOULDING PROFILES (TYP.) Door Head Detail Door Jamb Detail @ Stucco SMOOTH STEEL TROWELED STUCCO FINISH Q a 4 52 RAISED STUCCO LINTEL SET P.T. BUCK IN SEALANT 4 ® - AND SEAL FACE AT CMU CORNER WITH LIQUID W.P. MEMBRANE HEAD FLASHING VINYL TRANSOM JAMB W/ FIN', INSTALL PER MANUFACTURER AND PROVIDE PRODUCT APPROVAL COORDINATE WINDOW HEAD HEIGHT WITH DOOR HEAD HEIGHT (TYP) VINYL WINDOW LINE OF STUCCO (BEYOND) SEE INTERIOR ELEVATIONS FOR INT. MOULDING PROFILES (TYP.) Window Head Detail a SIN • a Q,J G SET P.T. BUCK IN SEALANT AND SEAL FACE AT CMU CORNER WITH LIQUID W,P. MEMBRANE FLASHING SMOOTH STUCCO ON MASONRY RAISED STUCCO SILL Window Jamb Detail ( Stucco LINE OF STUCCO (BEYOND) VINYL WINDOW VINYL WINDOW JAMB W/ FIN; INSTALL PER MANUFACTURER AND PROVIDE PRODUCT APPROVAL SEALANT & BACKER ROD RAISED STUCCO SILL a a a - a • SET P.T. BUCK IN SEALANT AND SEAL FACE AT CMU 4 CORNER WITH LIQUID W.P. MEMBRANE FLASHING SMOOTH STEEL TROWELED STUCCO FINISH SEE INTERIOR ELEVATIONS FOR INT. MOULDING PROFILES (TYP.) ass W c w 0 > 0 0 m c f0 o 0 L L O 0 ctsC U O) O la C 0 0 0 00-•03 aci0Co rn = O 2ai N U) V a-6 C t O 0) j, N m= N 0 °•aYOi ys C 0as F mom., 3 0 0 0.- M L as L a) m an as 0 (MN O 0 c a) •3 L t i1 C as — to co U) 15 T Ut 9 L V co- a) i '- F to a) 0 •0 as C �S U TO C E OMN O o� aA a) (9 t = n m TO L (O O In W O 0 0 MCO O _ O y cao) W 6- M aA O M N 04 Cn J_ Q W O � u z M 0 cc 0 O m AR 93671 :+ G� . Ski ........... O O N CV 6 Ln CV N Door Sill Detail Window Sill Detail 12 01 2" VTR I AAV 2"VTR 1 KITCHEN I WC I LAVATORIES I SINK r---_�� SHOWER 1 1 112" 2" 3" 2" 2" 3" 3 WASHER I p^ I 3" 1 SHOWER I LAVATORIES WC 3" 2" 3' 32 TO SEPT' Plumbing Riser Diagram I I i i I I I I I I I I I i I I i a, C ° r N O� N C U CL U 0 0 R R C O E oQ-03 Y_ a L R CU N -0 N U Q O C— O p� j, N U N L O QF N w O N Q T� 6 O w O fA p L R N 3 2 a) M ai Q-0 c R U Y ° - L 7 ai— 3 a) O y U L N C 3 U .O a) rL-• CD O 0) CC >, N O N LL+°OL U .L:;)L Q N w H R N U '0 R. L d U Lo O �! T a0 E M U O CM 00 0) RML N N M fD O 1, LO _� O 5S X p O U ° t ° a to ° � N O N ao rY n N Q-0 O o N N 3 > N r� rJ 11 It, nn�nn v� w z a J o Q _1 U u Q � 2 T �U SW G AR 9367 sTFRED•AR T T C) Q N N L6 N N d• N N P +32/-35 W +30/-33 D 4" STEP F_\::IT58 TYP ALL SIDES — — — — MEGH SLAB SEE ARCH S.G. ADD'L #5 VERT AT - PORGH BM, TYP X 2 4' THICK GONG. SLAB W/ bxb-W 1.4x1.4 H F ON VAPOR BARRIER d TREATED COMPACTED 501L +O'-0 T/5LAB #4xlb' DOPEL5 AT 24' +30/-33 D i xvz 5 GMU IN RUNNIN6 BOND W/ #5 VERT IN (U; . +32/-35 W GROUTED GELL5 AT 45' Or, MAX AN? AT CORNERS. PROVIDE A 6A HORIZ LADDER TYPE JOINT REINF AT 16" OG VERT W/ b" MIN LAP 2 #4 x 4' DIA5 CRACK CONTROL BARS MID DEPTH OF SLAB AT RE-ENTRANTCORhER — — — F-I (T'rP AT PERIMETER UNO) FOUNDATION PLAN SCALE: Y4" = 1'-0' I NOTES: I. REFERENCED TOP SLAB ELEV @+O'-0"REFER TO SURVEY FOR ACTUAL ELEV. 2. ALL GONGRETE SLAB ON GRADE SHALL BE 4' THICK, W/ W-WIAXW1.4 WWF ON b MIL VAPOR BARRIER ON TREATED COMPACTED FILL. 3. CONTRACTOR SHALL COORDINATE 5TRUGTURAL WORK WITHARGHITEGTURAL, MECHANICAL, PLUMBING S ELECTRICAL DRAWIN65 FOR VER'FICATION OF LOCATIONS b DIMEN51ON5 OF ALL PROJECT REWIREMENT5. ANY D15GREF'ANGIE5 SHALL BE GALLED TO THE ATTENTION OF THE ARGHITEGT OR EN61NEER OF RECORD BEFORE PROCEEDING WITH WORK. 4. SEE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT 5HOWN. 5. ALL NEW DOOR5 AND WINDOWS ARE TO BE IMPACT RATED TO MEET THE DE516N WIND PRE55URE5 AS INDICATED b. S.G. - in WIDE x I" DEEP SAW GUTS TO BE MADE AS SOON T}E CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT THE AGGREGATE FROM BEING DISLODGED BY THE 5AW BLADE. +32/-35 W C F-3 ;r 4" STEP L FJ F-3 4 +32/-35 W I ..._..______5_G7 _,. LL LL 1 5L 1" J El F-3 Q — L +32/-35 W I LL g 1z s. II I J F-3 GON5T JOINT 10 POUR PORCH SLAB AGAINST MONOLITHIC, FT6 W/ #4 DOWEL5 AT 24" OG 2 #5 DOHEL5 x W LAP S SPLICE TO F-2 FT6 REINF , TYP EA END I111xc]#i:1c 6T RT HJ Jr 5' Gm WALL 12'xI2' GMU GOL W/ 4 #5 VERT W/ #3 TIES AT 12" OG 6ROUTED SOLID DESIGN WIND PRESSURES (Q5d) D DOOR W WINDOW 61RDER TRUSS ROOFTRL65 HIP JACK JACK TRU55 ROOF FRAMING PLAN NOTES: I. TOP OF BM ® TRU% BR6 ® +5'-O" (TYP U.N.OJ 2. ROOF SHEATHING SHALL BE 5/&' MIN. COX PLYWOOD ATTACHED AS PER SPECS 3. ROOF 1RU55E5 SHALL BE PRE-ENGINEERED ROOF TRU55E5 DESIGNED BY A TPV55 MANUR d 116TALLED 0 24" O.G. 4. B-I: 5x1b (2) COURSE BOND BLOCK W/ 1 #5 HORIZ EA COURSE GROUTED 50LID 5. ® PRE-GA5T CONCRETE LINTEL, SEE 5GHEDULE. b. ® TRU55 CONNECTOR, SEE SCHEDULE. J z C a Z w N -U U L M (Z �J � N 7 N C O U This drawing and design as shown Is the property of ML Englneering , ino. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- ment, and may be subject to legal action by ML Engineering. Inc. O J LL U CL LL 0 = J W U U cn W W p- z_ W � � H OHO � 66 U) U1:X C%J L w O� REVISIONS: ISSUE: z g z LL O 66 O a z O LL J H DATE: DATE: DATE: 1-18-17 DRAWN BY: ML CHECKED BY: ML JOB No. 17-106 4U11 MICHAEL A. LUE, P.E. FLORIDA REG. #47520 OF 1 SHEET 5/8" MIN. COX STRUCTURAL 5HEATHIN5 ATTACHED A5 PER SPECS -� HARDIE SOFFIT ON }• COX PLYWO 2A PT BLOGKIN6 W/ 2-12d EA END w U GLEANOUT AT EA DOWEL - PRE-EN6RV WOOD TRU%E5 AT 2'-O' O.G. MAX TRUSS ANCHOR SEE PLAN 112" GD OR 5/8" 6YF%H BOARD (2) GOUR5E5 8" KNOCKOUT BLOCK WAS HORIZ GONT. BAR GROUTED SOLID PROVIDE 8" PRECAST CONCRETE LINTEL W/#5 BAR GROUTED 50LID AT ALL MA50NRY OPENIN66 AT BOTTOM COURSE UNLE55 NOTED OTHEM15E IN PLAN 8' (MU IN RUNNING BOND AS PLAN #5 HORIZ IN 6ROUTED BOND BLOCK OR 6x8 CONIC POUR AT WINDOW SILLS #5 DOWEL W A.G.I. q0" HOOK AT EA VERT. BAR 4" THICK CONCRETE SLAB I`SI I llE. _ FOOTING A5 PLAN ry WIDTH TYPICAL EXTERIOR WALL SECTION 5/8' MIN. GDX STRUCTURAL SHEATHING ATTACHED AS PER SPECS PRE-ENGRV WOOD TRU55C-5 AT 2'-O" O.G. MAX TRL% ANCHOR SEE PLAN Mal : ��:: = • - • r • PROVIDE 2 #5 HK DOWEL5 INTO BEAMS, TYP TYPICAL PORCH SECTION TOP OF EXI5T BEAM 8" PRECAST CONCRETE LINTEL IN #5 BAR 6ROUTED 50LID W/ &" BR6 EA END A5 PER 5CFEDULE L,. iily �NB�_11Tdi 6'x8" GONG POUR OR 8" BOND BLOCK W/ #5 HORIZ BAR W b" EMBED EA JAMB #5 DOWEL AS PLAN W 30" LAP OF EX15T SLAB / FOOTING TYPICAL WINDOW OPENING (DOOR SIM) f 3/Ib"m x 3" TAPGON5 INTO 6ROUTED MA50NRY W/ 1-3/4' EMBED TYPICAL 12" O.G. MAX b' FROM CORNERS TYP MASONRY WINDOW/DOOR ATTACH DETAIL NOTE5: I. DOOR5 d WINDOWS SHALL BE DE516FED, MANJFACTNED, INSTALLED d CERTIFIED TO WITHSTAND A MIN. DESIGN WIND PRESSURE AS NOTED IN PLAN A SHALL BE PROTECTED BY SHUTTERS OR BE IMPACT RATED. 2. ALL DOOR PERIMETERS SHALL BE WATERTIGHT. PROVIDE AN APPLICABLE WATERPROOF GOATINS (1) COAT BEFORE INSTALLING BUCKS t (1) GOAT AFTER BUCK INSTALLATION. FTC, iRU GOL FT6 FOUNDATION SCHEDULE MARK SIZE (DXWXL) REINFORCING REMARKS T5-8 8" 8" GONT 1#5 LW BOT THICKENED SLAB E06E F-I 18" 20" GONT 2#5 LW BOT, #5 TRANS AT 32" O.G. BOT. TYP MONOLITHIC, FT6 F-2 IT 12" GONT 2#5 LW BOT THICKENED EDGE AT PORCH F-3 Ib" 30" 50" 3#5 EACH WAY BOT COLUMN FTC AT PORCH PRECAST & PRESTRESSED CONCRETE LINTEL SCHEDULE MARK CLEAR SPAN TYPE REINF ACTUAL LOAD (PLF) CAPACITY (PLF) COMPOSITE BEAM GRAVITY UPLIFT GRAVITY UPLIFT L1 T-4 PRECAST U -LINTELS FILLED WITH 1#5 630 450 6113 3547 ERRS - IB/IT L2 6'-4 PRECAST U -LINTELS FILLED WITH 1#5 630 450 3480 1880 BF16 - IDAT L3 T-0 PRECAST U -LINTELS FILLED WITH 1#5 630 450 2661 1634 1 8F16 - IBAT NOTES 1, ALL LINTELS SHALL BE HIGH STRENGTH PRECAST AND OR PRESTRESSED T' PILLED VITN GROUT CONCRETE LINTELS AS MANUFACTURED BY CAST-CRETE OR EQUAL, BABIRL VID T"1 NUMBER DF /S M S 2• 2, ALL LINTELS ACTS COMPOSITELY WITH 8' BOND BLOCK ABOVE WITH 1#5 BAR (- IN aGTTDN OF LINTEL^ GROUTED SOLID WITH 3000 PSI CONCRETE PUMP MIX. OF16- IDAT 3, ALL REINFORCING SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A615, I SAL DEPTH -- LNIMEER OF 16 BARS IN TOP BEAM BLOCK 4, ALL LINTELS SHALL HAVE A MINIMUM OF 8' BEARING EACH END. WIDTH 5, REFER TO FLOOR PLAN FOR LINTELS, COMPOSITE BEAM DESCRIPTION TRUSS CONNECTOR SCHEDULE MARK CONNECTOR MAX UPLIFT CAPACITY RFMARK5 (l B5) (LBS) (D HETA 12 580 1810 TYP. JACK TRU55 TO MA50NRY OR CONCRETE URO. O2 HETA 20 1100 INN TYP. TP165 TO MA50NRY OR GONGRETE U.N.O. (2) HETA 20 2100 2500 61RDER OR TRU55 TO MA50NRY OR CONCRETE NOTES: I. PROVIDE TRU55 CONNECTOR AT ENDS OF ALL TRU55E5 A5 NOTED. 2. TRU55E5 WITH MULTIPLE STRAPS OF CONNECTORS SHALL BE 5TA66ERED EA. 51DE OF TRI65 TO AVOID 5PLITTIN6 MEMBER. 3. TRJ% CONNECTORS AND CLIPS NOTED ON THI5 LAYOUT ARE MODEL #'S OF 'SIMP50N 5TRON6 TIE'. CONTRACTOR MAY SUBSTITUTE EQUAL 5TRAP5 FROM ANOTHER MANUFACTURER. 4. INSTALL GONNEGTOR5 PER THE MANIFAGTURER SPECIFICATIONS. 5HEATHIN6 PER SPECS. SHEATH ROOF TRL65B BELOW TYPICAL PROVIDE 2x4 BLOCKING BTKN TRI)% TOP CHORDS WHERE VT E05 BETWEEN TRL55B OVERFRAMING DETAIL VALLEY SET FRAM PER TRL65 MANUF. VTGR CONNECTOR AT 4'-0 O.G. d AT EN05 TO TRU55 TOP CHORD BELOW THROU514 ROOF 5HEATHIN6 DESIGN CRITERIA FLORIDA BUILDIN6 CODE, 5TH EDITION - RESIDENTIAL ROOF LOAD5 DEAD.......................................................................................20 P5F (METAL W LIVE TRU55 TOP CHORD....................................................20 TRU55 BOTTOM CHORD W 5TORACE...............20 TRU55 BOTTOM CHORD WO 5TORA6E..............10 DESIGN CRITERIA AS PER THE .7Qf7c,rat?Iri rs�kw__ ULTIMATE WIND SPEED REGION, V(ult)......................160 MPH NOMINAL WIND SPEED RE61ON, WOO....................124 MPH WIND BORNE DEBR15 RE61ON ENGL05ED STRUCTURE BUILDING HE16HT < 15 FT ROOF PITCH 02 R15K GATECORY 11 INTERNAL PRE59JRE GOEFF. i 0.18 EXPOSURE G HEIGHT E EXPOSURE COEFF. 121 NOMINAL COMPONENT & CLADDING PRESSURES PSF (ASD) ZONE EFFEGTIVF AREA (50. FT) 000 11<20 21<50 51<100 I +Iq -31 +I8 -30 +15 -2q +14 -28 2 +Iq -53 +1& -4q +15 -43 +14 -31 3 +Iq -7q +1& -14 +15 -bT +14 -62 4 +34 -36 +32 -35 +30 -33 +2q -31 5 +34 -45 +32 -42 +30 -35 +2q -35 4 -36 -35 -33 -31 5 -45 -42 -38 -35 END ZONE 5 15 WITHIN A DISTANCE OF (a) = 4D FT FROM BUILDING CORNERS. 0 © fA 1/ cA iA STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMEN510% IN THE FIELD AND NOTIFY THE EN61NEER OF ANY 015GREPANGIE5 PRIOR TO GON5TRUGTION. 2. ALL GON5TRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK, 3. ALL DOORS, WINDOWS AND HARDWARE MUST BE DE516NED AND CERTIFIED TO WITHSTAND THE DE516N WIND PRE55MB NOTED IN THI5 DOCUMENT AND SHALL BE IMPAGT RE515TANT OR PROTECTED WITH IMPACT RE515TANT GOVERIN6 MATERIAL AS REQUIRED BY THE FLORIDA BUILDING CODE. FOUNDATION I. FOUNDATION5 ARE DE516NED BA5ED ON PRESUMPTIVE 5AFE ALLOWABLE BEARING PRE55URE OF 2,000 P5F. 2. CONTRAGTOR SHALL VERIFY THAT THE MINIMUM GOMPAGTION OF q5% OF ITS MODIFIED PROGTOR ACCORDANCE WITH A5TM 0155115 OBTAINED PRIOR TO FOU IN6 PLACEMENT. 3. FOOTINGS SHALL BE PLAGED ON COMPACTED 501L FREE OF OR6ANIG DEBRIS. 4. REFER TO SOILS INVESTIGATIVE REPORT FOR ALL 51TE PREPARATION REQUIREMENTS. CONCRETE I. CONCRETE WORK SHALL BE IN AGGORDMGE WITH A.G.I.301 "5PEGIFIGATION5 FOR 5TRUGTURAL GONGRETE FOR B1iLDIN55" LATEST EDITION AND A.G.I. 318 BUILDIN6 CODE REQUIREMENT5 FOR STRUCTURAL CONCRETE. 2. CONCRETE STRENGTH SHALL BE A MINIMUM OF 3,000 P51 AT 2& DAYS, WITH 3/4" MAXIMUM A66RE6ATE SLUMP 5" 1 1". 3. REINFORGIN6 STEEL SHALL BE IN AGGORDANGE WITH A51M AbIS GRADE b0. 4. WELDED WIRE FA13RIG SHALL BE IN AGGORDANGE WITH A5TM A185 AND SHALL BE ADEQUATELY 5UPPORTED AT 3'-0 O.G. EACH WAY OR FIBERMESH MAY BE USED IN LIEU OF WELDED WIRE AT THE DOSAGE RATE OF O.15 POUNDS PER GU. YARD. 5. THE MINIMUM CONCRETE COVERAGES SHALL BE AS FOLLOWS: CAST A6AIN5T EARTH 3 INS EXPOSED TO WEATHER 1 112 INS 6. PROVIDE qO DE6REE LAP 5PLIGE5 AT ALL INTERSECTIONS. 7. REINFORUNG SHALL BE LAPPED 5PLIGED AND TIED WITH THE FOLLOWING MINIMUM: #4 241N5 #5 30 INS #6 3b INS 8. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH A5TM 63q. A MINIMUM OF (5) TEST GYLINDER5 SHALL BE TAKEN FOR EACH 100 GU YD5 OF POUR, WITH ADDITIONAL 5ET5 FOR EVERY 50 GU Y05 OF POUR, CYLINDERS SHALL BE TESTED A5 FOLLOWS: I ® 3 DAYS I ®'I DAY5 2 ® 28 DAYS I ® 5b DAYS (IF THE MINIMUM 5TREN6TH 15 NOT MET IN 28 DAY5) q. CONTRACTOR SHALL PROVIDE SAW GUTS IN 5LAB5 AT A MAXIMUM 5PACIN6 OF 20 FT ON CENTER EAGH WAY OR 400 50 FT. AND AT ALL RE-ENTRANT CORNERS. SAW CUT5 SHALL BE 1/4 THE SLAB DEPTH AND SHALL BE PERFORMED A5 50ON AS THE GONGRETE HAS HARDENED SUFFICIENTLY TO PREVENT THE A66RE6ATE FROM BEING 015LO06ED BY THE SAW BLADE. THI5 15 AN EFFORT TO CONTROL THE 5HRINKA15E 5TRE55E5 AN INHERENT PROPERTY OF CONCRETE WHIGH 50METIME5 RE5ULT5 IN CRACKS, WHIGH 15 NOT UNCOMMON. MASONRY I. GONGRETE MA50HRY WORK SHALL BE IN ACCORDANCE WITH AGI 530.1/A5GE bM45 602, 5PEGIFIGATION FOR GONGRETE MA50NRY 5TR1JGTURE5 AND AGI 530/A5CE 5/TM5 402, BUILDING GODE REQUIREMENT5 FOR MASONRY 5TRUGTURE5. 2. GONGRETE MA50NRY UNITS SHALL BE IN CONFORMANCE WITH ASTM GqO, GRADE N, TYPE II. MA50NRY UNITS SHALL BE TESTED IN ACCORDANCE WITH A5TM 0140 AND SHALL HAVE A MINIMUM F'm = Ig00 PSI. 3. GROUT SHALL BE IN GONFORMANGE WITH A5TM G416, GOAR5E TYPE SLUMP g" TO II". 4. MORTAR SHALL BE IN AGGORDANGE WITH A5TM G210, TYPE 5. 5. PROVIDE GLEANOUTS FOR ALL GROUTED GON5TRUGTION AND LIMIT MORTAR PROTRUSIONS TO I/2" MAXIMUM IN GROUTED GELL5. 6. ALL MA50NRY WALL5 SHALL BE GON5TFUGTED IN RUNNING BOND WITH q 6A. LADDER TYPE JOINT REINFORCING SPACED 115' O.G. VERTICALLY. LAP AT ALL GORIER5 AND W MINIMUM, 1. PROVIDE 8" PRECAST CONCRETE LINTEL AT MA50NRY OPENINGS WITH 1#5 BAR CONTINUOUS 61ROUTED SOLID, WITH A MINIMUM OF 8" BEARING EACH END. TIMBER I. SUBMIT TRU55 SHOP DRAWIN65 SEALED BY AN ENGINEER RE615TERED IN THE STATE OF FLORIDA FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INGLUDE TRUSS LAYOUT, DE516N LOADS, TRU55 REACTIONS (DL ( LL AND DL ( WU AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRU55 INSTALLATION. DE516N OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFEGT5 OF THE DE516N WIND LOAD BASED ON THE F.B.G. 2. ROOF PLYWOOD SHALL BE A MIN. OF 5/8" GDX SPAN RATED 5TRUGTURAL SHEATHING, INSTALLED PERPENDIGULAR TO ROOF FRAMING WITH IOd RING SHANK NAILS 4" O.G. AT PANEL E06E5 AND 8" O.G. IN THE FIELD. PROVIDE 2"A' BLOGKIN6 AT HIPS AND VALLEYS 5PAGE NAIL5 AT 4" O.G. AT BLOGKING. 3. PLYWOOD SOFFIT 5HEATHIN6 SHALL BE A MIN. OF 1/2" COX SPAN RATED 5TRUGTURAL 5HEATHIN6, INSTALLED PERPENDIGUJ_AR TO FRAMING AND FASTENED WITH &d NAILS 4" O.G. AT PANEL EDGES AND 12" O.G. IN THE FIELD. 4. ALL NAILS AND METAL HARDWARE EXPOSED TO THE WEATHER SHALL BE 5TAINLE55 STEEL. ALL NAILS SHALL BE GOMMON WIRE NAILS. 5PAGE NAILS IN 5TRAP5 50 A5 NOT TO SPLIT WOOD. 5. THE MINIMUM LUMBER 6RADE5 SHALL BE AS FOLLOWS: INTERIOR NON LOAD BR6 WALL5 5PF#2 OR BETTER LOAD BEARING WALL5 WA b. ALL EXPOSED TIMBERS OR TIMBER5 IN GONTAGT WITH CONGRETE OR MASONRY SHALL BE PRE55M TREATED. j E fit a) W „. v DI D, ;Z N Ei a 1�13 Z M E� o'sli � _ � a) i! Er W W Q O g I i ci L LL El�ii' �rt1l Z � � t•'`, ,-In� W M N.. il 114�.: V i Z gy �% M p. ) ` : . W C O ' LV O «i CID fi This drawing and design as shown is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- nsent, and may be subject to legal action Ley ML EnglnaeHng, Inc. a O ._I LJ_ U LU FL F- O LJ_ = J O LJ.1 U NLi- U Lam. z - W U LU LU O c N J U 000 IN w 2 o Li; ay L; O REVISIONS: DATE: ISSUE: DATE: DATE: 1-1 B-17 DRAWN BY: ML CHECKED BY: ML JOB No. 1 7_1 06 SEAM.: MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: OF SHEET 0 00 §>a /00 c C0 tm to §CL==«25 )@ e §s22 �E2§a0 «4)CL C CD Q22�«xm §2/f=;) E-�aG-- .�8"=e§ tDco «±0 cm a 2�1$§ r§«��._ I► Iiiiiiiii 1/41f = 11-011 m 43 16 11_10ill CANT. 12 8'-0" CLG. TYP, END DETAIL 4 3 IL 16` 1 2" r CANT. 12 �� � 12 3t� VAULT END DETAIL BUIL[ COME RM BUILDI ING ONENTS G COMPONENTS SIMPSON S rong-Tie RMBUILDINGCOM ONENTS@a GMAIL.COM DO NOT SET TRUS USE LAYOUT DELIVERED ES USING THIS LAYOUT WITH TRUSSES TO SET TRUSSE1. SIMPSON HA GERS REVISION DATE DESCRIPTION QTY TYPE CARRYING MEMBER C RRIED MEMBER LIJC'L4 4-1 1 4 HU42h 4—'.T 1 lod �-16d 8-16d —16d 8-16c IT G -T-- I 10-1 ud TH,44 I TA 6-16d THAC422 2-161-1 5-1 bid REFERENCE n—'0d Hi , +I 4-1� l LTHJRi L �I� ---Irr,l I,�• a > Irl� 04fIach hark r"C to 1—Ely clIra� w; 1 I,I,2 10d nails, •Attach hangers to 2—ply girt' w/ '16d nails. °Truss manufacturer sup pl es hangers 'or truss to fill rl �tlons. •AI han Hr- II I II Ie- I1LL dInJ tI II "I Ir { Irl �. hill ,IIIII lnd a Ilri{ r rs to it df/ I, r GJI dPr. 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Iy bo:kcha yes nt .r,e, LI rC A� Ia, LI 4U -,1 T I IL LlVrr� rA,E DURATION L25 DE� LELTION L1240 WIND SPEED 170 MPI 2014 FI_OPIUA BUILDING CODI IMPOPTANFE FALTOP 1,0 - EXPOSLIEE MEAN HEIGHjI ff I'" a LL TC III_ k h F PC [I[- kn P'�F � FETAL FETAL LOAD F'SF Fo-,f tru ere nl t h: �ig1 ,r �,l Iage a unle , rrh w_ nI ied , Att1 ame frrlse cr rr I11:) ar des shed wh1h add II Inl T AI'.jr fir r>,I f u cam. rnted a ]ft'r l�r J 11 Iu' attic Ir _h,ril_al F EP ;_L r, , )' Q 11fI R DIEFLECTION L' E0 �I �t�i qrirfu wit�ll lil,Jitionril 40 PSG w LL. SHEET 1 0 F 1 LAYGJT TEI.1-: &d NING! InaQegua+ �.i-, II I rrlr 13 �I1un-1 -f hl 1. -., I EN ,JR TECH: [II.,, n,eter�lal Any `ILENAME: LOT 10_dwrj pars w �� eepclnslble ,I d for the F..�I ulrl I. �i U le'e. �, I,I I iie�Inllyd I �,II�, I I vl � rrr Ili 1 l 3 II :III neral 1 nl I I C jrhr J,.i i[, rl 1 III i 1 1 1litufr f�,� ,j Tr r rnl I I I In. .VIII I Il I II ,f fie +� a I it I �Ilui�l I I Tn I II_�� II I the Al`, 1 I 1 II 1 'stan rat 1 fnr ITlrtal U O i prucflon. F— Fi�r I rl I .heel t I r raeing � I I I I I 11 11 pe'r IUIIPI t brc Ing. O W � C FhLD PPtiCII I I I�riJt of the rus tar II I ;1- 1 T ij n Li t,jrturer LLJ Ell l � � I I br : Ir g v ri i cn II � I, I �i u11,rillriolf I I I 11 I I I II _.� I it pr � Ch I I I o� 05 a L 11 11, Into ]nd fhra Lit flee Z W N Ilrr ap Inlaling, QwNPIvINSI J Op r' tinq : : i� c rlc the W Q �� W r, nal death, Q c SIGNED — DATE Q_U I mom°' W O N a- I� O U)m0 �Q� N CV w Q