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HomeMy WebLinkAboutBuilding PlansINSTALL OFF RIDGE VENTS AS SHDVN DIMENSIONAL SHINGLES OFF RIDGE VENTS TO AR fHF.S@FLAN.' AW)NL Arc. Flu:wl O��r� 6vgF,i EtT l; ;r (f� F{,plt7lba s RFC1117pI( 111 ,�r."wile, fHaT l2� ��i` Cs�tfF'1Y-;'IdC�klu0l< BEARING HT. 8'-1' 0001 NO 16' 16' OVERHANGS 12 -J' 0 TYPICAL DIMENSIONAL F1eERGLASS SHINGLES J!/ OVER 30#FELTPAPER Ii RADIANT OVER I/2 MIN. CL`XPLY{VOOD\• BARRIER W/GAL V. PLYWOOD CLIPS ., ., PRE-ENGINEERED WOOD ALL TlEDOWNSAS TRUSSES@2'O.0 PER ENGIVNERS SPECS..:.., R-48ATTICINSULATION - - 2 DIA, CBS, COLUMN SC 3050 SH VINYL 6' X 16' X H=12' SC-6050-SH-VINYL 3068 STEEL 16070-D.H,D. 2' STUCCO 4 (5-PLACES) EGRESS TINTED COLUMN STAND CBS, C EGRESS TINTED ENTRY STAND BAND i LINTEL @ 6'-9'-AFF W/ (2) 35 BUDS D.W. , (5-PLACES) LINTEL E 6'-9'-AFf TYPICAL yr ��!7 IX 11'� I !!'� 2COURSEBEAMBLOCK '..... I I\ON I VVMfION ,y BONDREAM W/PRE_CAST / 16" OVERHANG LINTELS OVER OPENINGS --_'{V/1 #S CONT. IN EACH '• DOUBLE TOP PLATES /A.II II;011 'II 2"X4"MIN. BFASCIA (FASCIA 8: SOFFIT TO BE DETERMINED BY OWNER R SUPERINTENDENT) < Pam\ .INTERIOR FRAME WALLS W/2"X4"STUDS@16"O.0 (BEARING WALLS HAVE CULTURED MARBLE CEMEN7AClOUS FINISH i WINDOWSILLS ISTENRSASPERS 8TCHEDULE) OVER CBS BLOCK WALLS_ / f:'' 3/4"FIBBING STRIPS ! _ ' S \ ••a. DRYWALL @CEILINGS ` #S DOWELS d DOWNRODS &WALLS INSTALL OFF RIDGE VENTS ASPERFLOORPLAN `, 2INNSULATION R4WALLS AS SHOWN -, ',. ; P.T. BOTTOM PLATESMAINTAI O INFINISH GR OF FOOTER ' INFlNJSH GRADE \,� I L. I- ' \%� T P ,. CLEAN WEL _ - "� �. COMPACTED - V!k.Vrl 1 HAS BFFti b CF OFL`+ '0 �+r C� `�aLA vCf O�' _— — — BEAR T• 8-1 FILL 20" WX ]6"D EXTERIOR : . ... �� � �' HT 6' 9' AS PER G AS PER ,. .. ... .. �.. . .. • ... . .. .. ;,. .... . � .. ,... .. � /� .. T .HEARER W/ CONT v B salt 2#55 APOR ARRIER REATED - T FOFUNDAPIONPLAN FOUNDATIONPLAN i ,. .,. .. . WALL �.., SECTION I�VI IDN 5 _. N. T.S DAZE OAS�J STIUC'C" ".. 4050-SH-VINYL 6068-SGD, 3030-SH-VINYL 3050-SH VINYL TINTED TINTED TINTED LINTEL E 6'-9'-AFF LINTEL, 8 6'-9'-AFf LINTEL 2 6'-9'-AFF I/411 = II-011 I� INSTALL OFF RIDGE VENT AS SHOWN I u L BEARING HT. 8'-1' 40— J�nTY p, 6UIl, IN DIVISION 1, 1 17Z t D For: CQ REVIEVVE BY DATE 'UANS aND P L f N1IT �'. 7dU S 1 LE KEPT 0PI J0r.3 0n t NC' IAi r. a'r3,^'I IC t�i Y.'!LL LE WITIF. FDOHI in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for ®STDS # 56 4-/91i,Y9y & well # 59-,766 5 Date:'? o � Revi" .7 01111k1i II 11 1 �11 HEARER HT 6'-9' 3050TINTED INYL eNcw Lf lil�li V A�ION mTs. LINTEL 2 6'-9'-AFF TO Mi ALL MANUpACTURES LABLES SHUMNO 13UILO AND { U FACTORS AND SHGC COMPLIANCE e e WITH FBC ENERGY CODE MUST WMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED FAF K. TAIG CAf CODA F FL00F, PLAN 1/411 - 11-011 TVIATION DIVING 1210 5Q, Ff. GAFAG� 477 5Q1 FT' PAP // I{�� II.�� J�--�7 [[AND GINEERING SEAL: CONC 1 AV' / I C�01\ (�,JQ CJQ, ��1 IS STRUCTURE HAS BEEN DESIGNED MEET THE LOADING REQUIREMENT5 THE 5th EDITION Of THE FLORIDA 1 li N ,.1�,\ ' ILDING CODE (FOR 5 RESIDENTIAL 1F �I If\J Y J('}�4�I} Irk ASCE 7- IO FOR STRUCTURAL V I SQ1 1 fI MENTS ONV%. fof& 2039 5QI Ff. � ARTHUK E..__.�' - :I 8530 U 5. HIGHWAY 1,501M 3 MICCO .FI. 320/G - PROFE551ONAL ENGINEER # 24G83 Not5 L INSTALL STORM SHUTTER PER CODE FASTENERS AS PER SCHEDULE 2, INSTALL DIMENSIONAL SHINGLES EOE. eTon p. 3, INSTALL VINYL -TINTED WINDOWS 4, INSTALL FLOOR TILE ENTIRE A/C AREA EPECIFIEOAHCNOREO.UROY""'.•-p••�. PIATEAE PER SCHEDULE FRAME BEARING WALL DETAIL SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SQ. FT. FOR GROUND FLOORS, 5.7 SO. FT FOR UPPER FLOORS. OPENINGS DESIGN PRESSURES FOR OPENINGS SHALL NOT BE LESS THAN 24'H OR 20-W SILL NOT MORE THAN 44" ABOVE FLOOR. TPR?OVIDED ELECTCAtC SMOKE TORS WITH GATT& RY B#Cit - iR� IN ALL SLOT PiNo AREAS AND ;",?6.I i L ?FDtrJG WIRED SAS THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. EXTERIOR WINDOW & DOOR OPENING SCHEDULE ULTIMATE WIND SPEED 160 NOMINAL WIND SPEED 124 EXP. B OPENING ZONE DESIGN PRESSURE (P.S.F.) D I 3OG8 ENTRY. DR. 4 +-29.0 -31 .G D2 I G070 O.H.D. 4 +23.3 -2G.0 D3 GOG8 5.G.D 4 +29.0 -31 .G WI (2)3050 u'1 4 +29.0 -31.G W2 2020 SH 4 +30.4 -33.0 W3 4050 .-:I_ 4 +29.0 -31.G W4 3030 H 4 +30.4 -33.0 W5 3050 5h 4 +30.4 -33.0 WG 3050 5" 4 +30.4 -33.0 W7 13050 5H 4 + 0.4 -33.0 *DE51GN PRESSURES ARE BA5FD ON NOMINAL WIND SPEED A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH FA.C. RULE 9B•3.0472 WITHIN --- TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, O O CV O z o O0 4e o< L LlG SSG pf5vb U FOpl K, TAIG � p 4 N ' S � o z :2 v Q MIN p5 BAR .....�—i mcrmB ...... VARIES T I. b MAINTAIN 12"MIN. lNFIMS&GRADE 16"X20"FOOTER W12 #5 BARS CONT. (DEPTH WILL VARYACCORDLVGTOSTEP) GARAGE CURB FOOTER DETAIL FOUNPATION PLAN 1/611 - 11-01j v \ O O ff051ONS v1 O DAZE 9AM �FINI5H PER ELEVATION 8" C.M.U. 6x6 #10 W.W. FINISH FLOOR _z =---=.•j f FINISH GRADE ..: ... z (1) #5 DOWEL @ EACH FILLED CELL w/ 25" LAP TO VERTICAL #5 _REBAR BOND BEAM ..CLEAN COMPACTED FILL : 20 MONOLITHIC HIC FOUNDATION wl (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS A EXTERIOR MASONRY WALL SCALE: 1/2" - I' -a' ONE STORY FINISH PER ELEVATION 8" C.M.U. GXG #10 W.W.M. FINISH FLOOR VARIES I. y,. FINISH GRADE 4" IN. .�I. (1) #5 DOWEL @ EACH FILLED �# 20" CELL w/25" LAP TO VERTICAL #5 CLEAN COMPACTED FILL REBAR TO BOND BEAM MONOLITHIC FOUNDATION W/ (2) #5 DIAMETER R005 CONTINUOUS ON CHAIRS E #5 TRAN5VERSE BARS @ 48" O.C. B EXTERIOR MA50NRY WALL @ GARAGE SCALE: 1/2" = I'_O 2X8 P.T. GARAGE / 8" C.M.U. BEYOND DOOR BUCK 3/4" RECESS IN SLAB I 4" LARGER THAN FINISH I BLOCK WALL 4" CONCRETE SLAB FLOOR EXPANSION JOINT 6x6 # I 0 W.W.M. I SLOPE TO WW 8" X 1 2" W/(1) #5 pp���� c (1) #5 DOWEL AT EACH IN AREA OF GARAGE DOOR L * FILLED CELL CLEAN COMPACTED FILL f 20"—i- MONOLITHIC FOUNDATION BEYOND W/(2) #5 DIAMETER ROD5 CONTINUOUS ON CHAIRS C GARAGE DOOR RECESSED SILL SCALE: 1/2" = I -a, - - SEE SECTION I COLUMN PER PLAN 1-1 /2" I / 4" CONC. SLAB _ SLOPE I /4° PER FOOT 20° �-- (3) #5 BARS EA. WAY 24 D ENTRY COLUMN BEARING FOOTING5 SCALE: 1/2" #5 VERTICAL ' STEEL PER PLAN 4" CONC. SLAB. w/Gx6 310 - w/MIN. 25" O.C. 4 1/2" BASE W.W.M. OVER .00G MIL. V15GUEEN VAPOR BARRIER TAPED 4" MAXIMUM OVER COMPACTED FILL TREATED FOR TERMITES iA Gx6 # 10 W.W.M. '� •.-ter. �MONOLITHIG FOUNDATION w/ (2) #5 DIAMETER ROD5 CONTINUOUS ON CHAIRS F EXTERIOR MASONRY WALL A PATIO SCALE: 1/2" = 1'-0" ONE STORY 1/2" G.W.B. OVER 2X4 STUDS I G" O.C. 1/2"0 AB. @ 24" O.C. MIN. 7" EMBEDMENT 4 1/2" BASE 2X4 P.T. SOLE PLATE 6x� #10 W.W.M. Lo (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS �-{ THICKENED SLAB@ GARAGE SCALE: 1/2 1'_0 FRAME WALL 8" BLOCK EXTERIOR CONCRETE SLA WALL GxG # 10 W W. FLOOR DRAIN 7_ SLOPE TO • — -•� ` .DRAIN A/C PAD 8" x 8" THICKENED - a', T EDGE w/(I)#5 VAPOR BARRIER) I _ 2-#5 REBAR Q SHOWER RECESS (TYP:) SCALE: N.T.5. ! J2" G.W.B. OVER AL -FOIL /—FINISH PER ELEVATION (OR EQUAL) OVER 3/4" P.T. i VERTICAL FURRING 24" o.c. 8" C.M.U. FINISH FLOOR 4" CONC. SLA FINI H GRADE 8 N 'MPACTED PENETRATING PIPE .FILL MONOLITHIC FOUNDATION I' 8 w/ (2) #5 DIAMETER ROD5 CONTINUOUS ON CHAIRS Dyp BEARING PENETRATION DETAIL SCALE: 1/2" = P-O" II II II (1) #5 DOWEL 25' TYP CONTINUITY OF FOOTING REINFORCEMENT SCALE: N.T.S. z v�73 O Q E IL w � 0 Lu O � U coM co t_ Cnn� N© FA 0 � lQ m Q�M U % 0 CO A t F1 M Aw00 a U ENGINEERING 5EAL: 111I5 STRUCTURE HAS BEEN DE51GHED TO MEET THE LOADING REQUIREMENT5 OF THE 5th EDITION OE THE FLORIDA BUILDING CODE (2014), R.E5IDENTIAL AND A5CE 7-'0 FOR 5TRUCTURAL ELEMENTS ONLY. - ARTHUR F. PRIEP, P.E.6-G � -17 8530 U.5. HIG'MwAY I, 5UITE 8 MICCO FL 3297G PROFESSIONAL ENGINEER# 24G83 SCALE: A5 NOTED REVISIONS OG.12.17 en ineerm FOUNDATION )pr AILS SHEET S DOUBLE TOP PLATE SPLICE EXTERIOR WALLS. (LOAD BEARING WALL) SHEATHING MUST BE NAILED TO DOUBLE TOP PLATE E TO 1. BOTTOM 2X4/2XG OF TOP PLATE SHALL BE SPLICED OVER A BOTTOM P.T. SOLE PLATE w/ 8d NAILS @ 4" O.C. E G' O.C. IN STUD. FIELD. STRAP EVERY STUD TOP E BOTTOM w/ 5P4/'5PG OR 2. PROVIDE 48 LAP SPLICE W/(2) I.Od NAILS a0 4" O.C. TPX U.O.N. CONNECTOR PER - 2X4/2XG DBL TOP PLATE - FRAMING PLAN PRE-ENG. WOOD INTERIOR WALLS SUPPORTING ROOF STRAP EVERY STUD TOP LISP "MTW- I G" U.N.O. TRUSSES @ E BOTTOM w/SIMPSON SP4H (2X4 WALLS) OR 5P6H (2X6 24" O.C. (U.O.N.) WALLS) . .. ALUMINUM DRIP EDGE TRUSSES @ 1 24" O.C. 2X FASCIA BOARD w/ I 1 (2) 1 Gd NAILS EACH TRU55 - OMIT UPLIFT STRAPPING FOR .02G ALUM. SOFFIT OR .044 VINYL SOFFIT 4 M BLOCK WALL STUDS @ I G" D.C. BEARING WALL WITH FLOOR LOADING INSTALLED PER MFG. SPECIFICATIONS ONLY - USE 5/8" X 6" A. BOLTS @ 48".O.C. IN 50LE PLATE ADD INTERMEDIATE IX4 SUPPORT FOR . SOFFIT OVER 1 G" TO 2W MAX. 2" X 4" P.T. W/ I Od NAILS @ I G" O.C. STAGGERED 1 /2" X 10" EMBED BOLTS (OR 5/89X 7" 71 2X4/2X( P.T. BOTTOM PLATE M EXP. A.BOLTS). W/I -3/4" WASHER$ @ 24" Q.C. MAX. - DESIGN CRITERIA MASONRY NOTES - E WITHIN 8" 5) CORNERS AT ENDS (TY 4 U.O.N.) -"INTERIOR BEARING FOOTER CTY DESIGN GRAVITY LOADING 1. ALL CONSTRUCTION, WORKMAN5HIP AND MATERIALS SMALL CONFORM TO SEE PIOR 13F TIQN PLAN I SO P PI T I A I C.T /� I I A TI O.N_ - 5UPERIMP05EO DEAD LOA05 ROOF FLOORS (IF APPLICABLE) ACT 318 OR ACT 530/A5CE 5AM5 402. • - 1 V ✓ ALLA METAU511INGLE: 2. CONCRETE MASONRY WALL 5HALL BE NORMAL WEIGHT, GRADE N, TYPE I D.P. - 65.7 P.S.F. (INTERIOR ZONE 02) TOP CHORD 1 O P.5.F. IO P.5.F. OR 1 1, CONFORMING WITH A5TM C90'STANDARD SPECIFICATIONS FOR SCALE: 1/2" = 1'-0' D,P. -1 10.6 P.S.F. (ENO ZONE #3) BOTTOM CHORD 5 P.5.P, 10 F.S.R. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS' - - //•• CLAY TILE: 3. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (fnJ SHALL * LOAD BEARING FRAME WALL (2X4 OR 2Xb), TOP CHORD 20 P.53' BE 1500 P51 U5114G TYPES" HIGH STRENGTH MORTAR. LB I NOT TO SCALE BOTTOM CHORD 5 P.5.F. 4. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/8'. O SUPERIMPOSED LIVE LOADS: 5. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH A LAP TOP CHORD 20 P.S.F. 40 P.S.F. SPLICE OF 40 BAR DIAMETER (MINIMUM). BOTTOM CHORD' 10 P.5.F. G. THE CONTRACTOR 15 RESPONSIBLE TO E145UFX THAT ALL MASONRY STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO RESIST WIND, BACK 'ATTIC TRU55E5 FOR LIMITED STORAGE TO HAVE ADDL 10 P.S.F.FILLING, 501L COMPACTION AND OTHER NATURAL AND CONSTRUCTION ENDWALL TRU55 FORCES OCCURRING DURING CONSTRUCTION. BRACING SMALL REMAIN IN TRUSSES (3) 1/2". A.B. w/G' EMBED ROOF MEAN HEIGHT NOT GREATER THAN 15' PLAce UNTIL THE 5TRUCTURE 15 COMPLETE. SPACED EQUALLY RESIDENTIAL OCCUPANCY a GROUP R 7. MASONRY GROUT SMALL BE PROPORTIONED AND PRODUCED TO HAVE A. CONSTRUCTION TYPE - V SLUMP OF BETWEEN 8 AND I I INCHES. .. • 2xG P.T. R15K CATEGORY - 1 1 8. WHEN DOWNPOURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAWOUT 8' MAX. FROM END OF GOAL ULTIMATE WIND SPEED - I GO MPH 11OLC AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR ' PAST 'fYP. EA. END NOMINAL WIND SPEED = 124 MPH DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY EXPOSURE = B GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENTS - - WIND IMPORTANCE FACTOR =. 1.0 TOGETHER. CL05E THE OPENING AFTER INSPECTION. • �I INTERNAL PRESSURE COEFFICIENTS = .18 9. CONCRETE REINFORCING BARS SHALL CONFORM TO A5TM A-615. GR GO. • • • • 1/2" x 8" "J" ANCHOR BOLT W/ I /8" X2 STRUCTURE IS DESIGNED TO MEET FBC 5th EDITION (2014) DETAIL, FABRICATE AND INSTALL REINFORCING PER REQUIREMENTS OF ' TIE TRU55 TO HEADER W/ MIN. (2) 2X TOP PLATE II WASHER AND NUT Act-318. ' OF (1) "MT5-1 2" @ EACH TRUSS 24" \ COMPONENTS E CLADDING (P.S.E. BPSED ON EFFEC(IVE AREA 10 S.E 1 O. PROVIDE CORNER BARS AT INTERSECTIONS OF FOOTING THE SAME SIZE • • 2 2X HEADER OR PER SCHEDULE _ _ � S @ NOMINAL WIND SPEED): AS SPECIFIED REINFORCING WITH MINIMUM LAP OF 25". TERMINATE VERTICAL II 32' MAXIMUM SPACING WALL = ZONE 4 +30.4 -33.0 REEL WITH ACI STANDARD HOOKS (10" FOR M05T B: TO PROVIDE CONTINUOUS NO: JACK* HEADER STUD SPACING ZONE 5 +30.4 -40.7 SMALL HAVE FROM FOOTING A UPPERMOST BOND BEAM VERTICAL STEEL • STRAP EACH JACK TO E ER O A BETWEEN ANCHOR BOLTS SMALL ngvE A MINIMUM CLEARANCE of 1^ FROM MASONRY. P1 1 + 1 .5 -2z8 OPENING HEADER STUD MAX I G" O.C. ROOF m ZONE 7 11. MASONRY WALL MUST BE SUPPORTED BY A MINIMUM 2/3' OF MASONRY (2) - 2x6 , (I) J (I) 5 U51NG (1) MAX II ZONE 2 - + 1 7.5 -7I.4 WALL Worth (5-1/2' FOR 8^ MASONRY SHALL NO W/(I G) I Od NAILS - PLACE HALF ZONE 3.. + 1 .7 -7 L6 12, MASONRY.ROUGH OPENINGS SMALL NOT VARY FROM -1/4' TO +U2'. 4'- I - G'-O' (2) - 2x8. - (1) J (2) 5 OF NAILS IN JACK E HALF Of I 2 ® ovERHANG - ZONE 2 +35 . --71 . G'-1 - 8-0 (2) - 2x10 (2) J (2) 5 I 2" MINIMUM EDGE z070ONE 3 IG.1 -72 WOOD NOTES 8'-I"-10'-0" (2) - 2x12 (2).J (3) 5' NAILS IN HEADER i DISTANCE FOR GARAGE DooPs = IG07 +16.1 -117. W/ 1/2" PLY 2"XB" P.T. GOAL POST 16070 +15.5 -17.2. I. AlL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS ' ANCHOR BOLT (INCLUDING TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND 2' 1 . DESIGN AS FULLY ENCLOSED BUILDING. REQUIREMENTS OF THE REFERENCES L15TED BELOW: CONCRETE FILLED CELL EACH 2. ALL OPENINGS ARE REQUIRED TO BE PROTECTED WITH IMPACT RE515TANT "NATIONAL INSTITUTE OF TIMBER CONSTRUCTION' THIRD EDITION 1985 MATERIAL OR APPROVED SHUTTERS. PERMANENT COMPLIANCE LABELING IS "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTIOM 2001 II 5-1/2" MIN 1 /2" SIDE OF GARAGE DOOR OPENING REQUIRED ON THESE PRODUCTS. AND SUPPLEMENTS WI(I) #5 RE15AP 3. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE SOLI PRODUCT STANDARD P5 I' NATIONAL FOREST PRODUCTS 2X JACK FOR REINFORCING SEE EMBEDMENT FOR ASSOCIATION `\\\ ANCHOR BOLT LARGE 201, E TEST OF A5TM E 1936 AND OF A5TM E 1886, 55TD 121 OR 2. TRUWI FRAMING MEMBERS SHALL E SPECIES AND GRADES T LUMBER `2X STUD. _ II PLAN AND WALL SECTIONS PA TAS 201, TA5 202 AND TAS 203 OR AAMA 506. WHICH WILL PRODUCE DESIGN VALUES EQUAL TO OR EXCEEDING THE VALUES A. ALL GLA55 0 GLAZING SMALL MEET LOAD REQUIREMENTS OF SECTION LISTED FOR SOUTHERN YELLOW FINE NO. 3, 19 % M.C. R308, FBC 5th EDITION (2014), RESIDENTIAL. 3. GALVANIZED METAL HANGERS AND FRAMING ANCHOR5 SHALL BE USED PQR OPENINGS OVER �� III AND SMALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURER5 8' FASTEN STUDS TO SPH4' OR °SPHG" 5TUD STRAPS I CONSTRUCTION NOTES CONCRETE USING TOP E BOTTOM SECTION A -A I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS SPECIFICATIONS. GARAGE SLAB AND SPECIFICATIONS LISTED. F ANCHORING AND WAIVING NOT INDICATED SHALL COMPLY WITH THE "HD5A" HOLD-DOWN N -iii 2. THE GENERAL CONTRACTOR SMALL COORDINATE ALL CONSTRUCTION FASTENING SCHEDULE PER TABLE 2304.9.1 FBC 5th EDITION (2014). • • • EA. SIDE (U.O.N.) III SHOWN ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BUILDING. CONCRETE DRIVE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE STARTING 5. TRU55E5 SMALL BE DESIGNED TO MEET THE MINIMUM LOADS AS CONSTRUCTION. SPECIFIED UNDER DESIGN CRITERIA • 1W 3. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE MINIMUM LOADING G. E.O.R. TO APPROVE TRU55 DESIGN CRITERIA PRIOR TO MANUFACTURING. e e A' .REQUIREMENTS OF CHAPTER 3 OF FBC 5th EDITION (2014), RESIDENTIAL 7. ROOF SHEATHING SHALL CONSIST OF 1/2' NOMINAL APA SPAN RATED, LN S/C3" X B° A.BOLTS 4, ANY WALL OVER I O I1IGh WILL BE BRACED E REMAIN BRACED UNTIL BOND EXPOSURE PLYWOOD OR ORIENTED STRAND BOARD NAILED TO SUPPORTS - / BEAM 15 POURED, WITH bd NAILS @ 4- 5RACING ALL OR 1/2' X I On J-B LTS • (I\ 5. EXTERIOR WALLS WITH SEPARATION DISTANCE LESS THAN 5' (REF. TABLE @ CDGE # G"O.C. INF FIELD; 4' BOTHESIDES OFF RIDGE, 6" O.C. ALL OTHERS. RIMETER MOM FASCIA 4, BACK, 4' C 8. GABLE END WALLS AND EXTERIOR WOOD FRAMING SMALL BE SHEATHED L P301.1(1)) SHALL HAVE NOT LE55 THAN I HR FIRE RESISTANCE RATING PER G,: MAX. G" MAX. ��������\ ��� ���/���� FBC 5th EDITION (2014), R DIME 51O SECTION R302. WITH I IN NOMINAL APA SPAN RATED, EXPOSURE 1 PLYWOOD OR O.S.B. THE - 5/B" X 7". WEDGE ANCHOR-\/\�j\\��\\�\\��\\��\\�\\���\��\\��\\�j� 6. WINDOW EGRESS CLEAR DIMENSIONS 24' HIGH X 20" WIDE (FIRST FLOOR SHEATHING SHALL BE ATTACHED TO FRAMING MEMBERS WITH 8d NAILS @ 6" �� �� ��� �����\�\ e 5.0 5.E) (SECOND FLOOR = 5.7 S.F.). SPACING UNLESS NOTED OTHERWISE, W/ 1-3/4" WASHERS @ 24" O.C. (TYP. U.O.N.) \/j�j/ Y% 7. ALL WINDOWS TO BE SEA LED MTM A SEALANT COMPLYING WITH AAMA 9. WITHLTFIE LONG DIMEIJOD 1NG ON 510N HORIOf AND ZONTAL AND 5T0R WALL5 AGGERED SHALL BE INSTALLED 5TA OR A5TM C920, A5TM C 1281 , AA81 2 OR OTHER APPROVED 10. ALL PRESSURE TREATED LUMBER AND PLYWOOD SHALL BE 5.Y.P. NO. 2, ' T, - /� �! � STANDARD. WTH 1 1 1 TYPICAL INTERIOR BEARING WALL HEADER MASS ON RY/FIV \ME WALL CONNECTION ''LI'��'/ R 8. INSTALL ALL APPROVED CORROSION -RESISTANT FLASHING AROUND 19%MARDS CI AND WITH WATERBORNE ACCORDANCE AWIN SCALE: I/2° = I'•O" 1 1 P GAKAG E DOOR ✓ U C K INSTALLATION WINDOWS b DOOR5 TO PREV::NT ENTRY OF WATER INTO THE WALL CAVIN PER STANDARDS C AND TA WITH A WATER BORNE PRESERVATIVE L R703.8 "FLASHING.. ACCORDANCE WITH STANDARD P5. FIELD -CUT MEMBERS SHALL RECEIVE A SCALE: 1 /2" = P-0" 9. GYPSUM WALL BOARD TO BE SECURED W!'GWB54- DRYWALL SCREWS @ BRU511-APPLIED PRESERVATIVE. SCALE: 1/2" = 1'-0' 8" EDGES. @ 12" O.C. TO FIELD.- STUDS @ I o O.C. 1 1. BEARING WALLS SMALL BE FRAMED WITH 2X4 5.P.F. NO. 2 LUMBER @ 10. GYPSUM CEILING BOARD SHALL BE J/2" APPROVED CEILING BOARD (SAG I6" 5PACI14G WITH DOUBLE TOP PLATES. ALL NAILS, SCREWS AND BOLTS RESISTANT) OR 5/8" GYPSUM BOARD FOR 24' O.C. FRAMING. USED IN CONSTRUCTION OF THE LOAD BEARING STRUCTURE SMALL BE I I. ALL TUD AND SHOWER AREAS TO HAVE CEMENT, FIBER -CEMENT OR COMMON. DEVIATIONS TO THE FASTENERS SPECIFIED ON THE PLANS SMALL GLA55 MATT GYPSUM A5 BACKER FOR TILE AND WALL PANELS. BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 12, STRUCTURE TO MEET FIRE PE515TANCE RATINGS PER SECTION R302, 12. DEAD VALLEYS TO BE FRAMED WITH MAXIMUM 2'-6" WIDTH. TIAL FOP TYPE V CONSTRUCTION. ALL EDGE - RQQF EDGE FBC 5th EDITION A5 UN , RES DEN R I . FOG TAI MALL HAVE I/2'GYPSUM BOARD APPLIED QACCESSIBLE AREAS UNDER S RS S I. pNG SHINGLES MUST COMPLY WITH THE APPLICABLE FROV1510NS OF TO CEILINGS S WALLS (INCLUDING D DER STAIR SURFACE). ASTM D 3161 CU+55 F OR D 7158 CLA55 H OR TAS 107 AND 7__�OOF THIS DETAIL 15 TO DESCRIBE APPROPRIATE MEASURES TO TAKE WHEN EMBEDDED TRUSS ANCHORS 13. LANDINGS SHALL BE 133E LE S Ar EACH EDO R1oR DOOR. THE WIDTH ofUNDERLAYMENT MUST COMPLY WITH A5TM 0225 OR 048G9 TYPE I OR I I EACH LANDING SHALL NOT BE LE55 THAN THE DOOR SERVED. EVERY LANDING----�------------- WITryAMINIMUM SLOPE OF 2:12. USE DOUBLE UNDERPAYMENT FOR SLOPE HAVE BEEN MISPLACED. SHALL HAVE 1 MINIMUM DIMENSION , R SID MEASURED IN THE DIRECTION OF 2: 12 TO 4:12 PER R905.2.7. FASTEN SHINGLES W/I 2-GAUGE GALVANIZEDTRAVEL PER FBC Sth EDITION (2014), RESIDENTIAL, SECTION R311.7.6.I I® ROOFING NAILS (MIN. 3/8"HEAD) PER ASTM F-1667. NAILS MUST PENETRATE ® I I I . IF THE DISTANCE OF THE STRAP BEING OFF I51/8" OR LE55, NO CORRECTIVE MEASURES ARE. 14. Srucco APPucAnoN: O I O O O FRAME: 7/8' CEMENTITIOU5 FINISH PER A5TM C92G OVER FELT BACKED A MIN SHEATHING PER ER 5TFJ.5 FBC LE EDITION ILSPE , RESIDENTIAL, W TH I A MINIMUM (4) NAILS PER STRIP SHINGLE OR (2) NAILS PER INDIVIUAL - - - - - - - - - -.- ----------_ I REQUIRED. METAL LATH (INSTALLED PER A5TM C 1063) OVER ITIOUYVEK rI MOUSE WRAP ----------- I I 12. IF THE DISTANCE OF THE STRAP BEING OFF S BETWEEN I/8" TO I'll A WOOD SHIM OF APPROPRIATE (APPROVED WATER RESISTANT eARRIER). cEMENnnouS FINISH To BE SHINGLE. APPLIED IN (3) LAYERS WITH A TOTAL THICKNE55 OF 7/6. FIRST (2) LAYERS 2' OPTIONAL CLAY TILE ROOF MUST COMPLY WITH APPLICABLE PROVISIONS © QZ 4'- I © I THICKNE55 MUST BE INSTALLED BETWEEN THE STRAP AND THE TRUSS.WITH AN INCREASE IN NAIL AT 3/8" THICKNESS WITH FINISH LAYER AT I/6 THICKNE55. CONTROL JOINTS of A5TM 2C 67. UNDERPAYMENT MUST COMPLY WITH A5TM 0226 TYPE u, -RIDGE I I RIDGE .I I O I O _ ©I O I LENGTH TO EQUAL OR EXCEED THE THICKNESS OF THE SHIM. (PREFABRICATED EXPANSION MEMBER) TO BE INSTALLED ON VERTICAL A5TM D2626, A5TM D 1970 OR A5TM D6380 MINERAL SURFACE ROLL - I I Q I 3. If THE DISTANCE OF THE STRAP BEING OFF EXCEEDS I ", THEN THE STRAP MUST BE REPLACED WITH SURFACES (RECEIVING STUCCO) EXCEEDING 144 S.F. THE DISTANCE ROOFING. ONE (1) LAYER UNDERPAYMENT FOR SLOPE 4: 12 OR GREATER PER © I ---ROOF I QQF BETWEEN CONTROL JOINTS TO BE 18' IN EITHER DIRECTION OR NOT TO R9®5.3 FBC 5th EDITION (2014), RESIDENTIAL. I © - _ -- EDGE I I THE APPROPRIATE FIX AS REQUIRED BY THE UPLIFT LOAD PER THE DETAIL BELOW. 3. METAL ROOFING TO BE MINIMUM 2G-GAUGE # INSTALLED PER MFG. - - - - - - - - - - - - - - - - - - - - - EDGE - EXCEED A LENGTH TO WIDTH RATIO OF 2.5 TO 1.0. SPECIFICATIONS TO MEET DESIGN PRE55URE5 AS SPECIFIED. MA50NPY: 1/2" CEMENTITIOU5 FINISH PER ASTM C926 APPLIED IN.(2) 4. VALLEY FRAMING SHALL BE MINIMUM 24" WIDE OF CORR0510N RE515TANT _ I LAYERS. FIRST LAYER AT 3/8' THICKNE55 AND FINISH LAYER AT 1/8" METAL PER TABLE R905.2.8, FBC 5th EDITION (2014), RESIDENTIAL. INSTALL O I 1 O O _ I THICKNESS. USE (2) COATS ELA5TOMERIC PAINT FINISH WITH FIRST COAT AS (D I I (D O I (7) 1 Od COMMON TYPICAL ROO ALL FLASHING PER R905.2.8, FBC 5th EDITION (2014), RESIDENTIAL. A SEALER/PRIMER AND FINISH COAT. STUCCO REQUIRES MAINTENANCE AND - _ - _ - ® - - - _ - - ® NAILS MEMBER IN5PECTION FOR CRACKS ON A REGULAR BASIS. STUCCO WILL CRACK AT ----'--- ----------- I- - - - - STRESS AREAS SUCH AS CORNERS OF WINDOWS AND DOORS. THESE MVAC ® 8" CMU BAND BEAM 1. PA551VE RETURN AIR FLOW TO BE PROVIDED BETWEEN ALL ROOMS WITH ® (4) 3/ 1 GN2- 1 /4" HEX FILLED SOLID W/ 2500 P51 CRACKS SHOULD BE SEALED AND REPAINTED H REQUIRED. AIR CONDITIONING FER CHAPTER 4, FBC 5th EDITION (2014) MECM-CODE. 15. WOOD STRUCTURAL PANEL SIDINGS WEATHER RESISTANT SIDING. BE (MINIMUM 50 50. IN.) MAINTAIN A MINIMUM I' CLEARANCE UNDER DOORS. HEAD TAP -CON CONCRETE E (I) #S REBAR .INSTALLED PER TABLE 12703.4 FBC 5th EDITION (2014), RESIDENTIAL. GABLE ROOF PLAN HIP ROOF PLAN MASONRY ANCHOR OR 8" 'CAST-CRETE'OR I G. HOT WATER TO BATHTUBS, WHIRLPOOL BATHTUBS # BIDET VALVES TO ALL BEDROOMS WITH A/C SUPPLY IN WALK-IN CL05ET OR BATH WILL HAVE BE LIMITED TO 120- F. PA551VE A/C GRILL ABOVE DOOR (MIN. 40 50. IN.I. 2. UNIT O '.OF OPENINGS - EQUAL PRECAST LINTEL 17. WATER HEATER TEP RELIEF VALVE FULL SIZE TO EXTERIOR WATER HEATER NO DRYER VENTS WITHIN I O OF OUTS DE P/C S R 3 FILLED SOLID W/ 2500 P51 AT FINISH FLOOR LEVEL TO BE IN PAN WITH DRAIN TO EXTERIOR WITH TQ BUILDINGS. 51MP50N "MT5M 20" THERMAL EXPANSION DEVICE. 3.. ALL HABITABLE ROOMS ARE TO HAVE GLAZING OF NOT LE55 THAN 8 % ZONE I 8d RINGSHANK @ G" o.c. -ALL SUPPORTS CONCRETE E (I) #5 REBAR THE FLOOR AREA (WINDOWS. DOORS, LOWERS OR OTHER APPROVED .TWIST STRAP: 18. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM AT 3' OPENINGS TO THE OUTSIDE) OPENABLE AREA OF NOT LE55 THAN 4 %OF THE ZONE(D 8d RINGSHANK @ G o.c. @ INTER E 4 O.G. @EDGES - _ FROM RECESSED LIGHTING FIMURFS, FAN MOTORS AND OTHER HEAT FLOOR AREA FOR VENTILATION. EXCEPTION: MECHANICAL VENTILATION AT Z NE 3 8d RINGSHANK 4" V:C. -ALL SUPPORTS PRODUCING DEVICES. THE RATE OF .35 AIR CHANGES PER HOUR OR WHOLE MOUSE VENTILATION Q @ - 19. ATTIC ACCESS PANELS OR STAIRENClOSVRES MUST HAVE A MINIMUM FIX FOR MISPLACED TRU55 ANCHOR5 T ALTERNATE ROOT TRU55 15 MINUTE FIRE RATING. 4. AI HANDLERS GQOLLED I ^IRIC RATEET EQUIR PER OCCUPANT, 4. AIR HANDLERS INSTALLED IN ATTIC WILL MEET REQUIREMENTS BELOW: I . O. 1 1 3" NOMINAL SHANK DIAMETER. FOUNDATION NOTES 4. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SI%(6) OR FRAMING MEMBER TO M A50 N RY CONNECTOR DETAIL 1. FOOTERS AND SLABS ARE TO BE FORMED UPON 501L WITH A MINIMUM FEET OF AN ATTIC ACCESS. 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. 4.2 A DEVICE IS INSTALLED TO ALERT THE OWNER OR SMUT THE UNIT 3. I G TO 20 RINGS PER INCH. N.T.S. SAFE UNIFORM BEARING. CAPACITY OF 2000 P.S.F. (REF. TABLE R401.4.1. DOWN WHEN THE CONDENSATION DRAIN I5 NOT WORKING PROPERLY. .280" FULL ROUND HEAD DIAMETER. MAXIMUM UPLIFT 920 IDS. W/(G) I Gd NAILS (1) STRAP- FBC 15 EDITION ONSIB, RIEITY Or THE C HA4 3 THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE ;4 O 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE UNIFORM 5. 2" NAIL LENGTH. MAXIMUM UPLIFT 1 500 LB5 w/(G) I Gd (2) STRAPS BEAwNG CAPACITY UNDER ALL FOUNDATIONS. AIR 4.4 DEER. 4.4 A NOTICE Is POSTED ON THE ELECTRIC SERVICE PANEL INDICATING MAXIMUM UPLIFT 1000 Ib9. W/(7) I Od NAILS E 1 2GO 11JS. w/(I Q) 1 Od NAILS TERMITE TREATMENT TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. FOR MAXIMUM UPLIFT I GOO LB5., USE H I G5 SADDLE STRAP WIG) 1 /4" x 2-1/4" HEX -HEAD TAP -CONS. T. TWO -TERMITE TREATMENTS ARE REQUIRED. 5. AIR HANDLERS LOCATED A 1N 1ME M R4.2 MUST HAVE A Mlwrnurd of z6 '(A) FRE-TREATMENT PR OF TO 51 A3 POUR GAGE SHEET METAL WITH A MINIMUM R4.2 INSULATION WRAP. ROOF SHEATHING NAILING ZONE - (B) TREATMENT AFTER FINAL LANDSCAPING. CHEMICAL BARKER METHOD SMALL BE COMPLETED IN ACCORDANCE WITH FBC EXTERIOR SHEAR WALLS CHAFTER51 SECTION 104/ 1 503/ 1816 AND 2303. 1. SHALL BE SECTIONS OF BLOCK WAL5 WITM BOND BEAM AND BETWEEN SCALE: N.T.5. POST INSPECTION CERTIFICATE SHALL STATE: "THE BUILDING HAS RECEIVED A DOWNPOURS WITHOUT ANY OPENING WITHIN THIS SECTION LARGER THAN 2 COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 5,F, THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' GABLE END WALL5 2. BORATE ALTERNATIVE WOOD TREATMENT IN LIEU OF SUBTERRANEAN 501L . ALL GABLE END WALLS WITH SPAN 24' OR GREATER TO HAVE A BOND I X4 P.T. WINDOW BUCK TREATMENT PER SECTION R316 FBC 5th EDITION (2014), RESIDENTIAL. BEAM WITH (2) #5 RE -BAR TOP COURSE AND (1) #5 RE -BAR BOTTOM COURSE. X8 P.T. BUCK w/HILTI "DNI-37 P8" @ 8" O.C. * - w/HILTI "DNI 37 PB" @ 8" O.C. WALL TO ALSO HAVE HORIZONTAL JOINT REPLACEMENT @ I G`O.C. E MINIMUM 4" EACH END STAGGERED E MINIMUM 4" EACH END (STAGGERED) LOT DRAINAGEAWAY2X4 P.T. WINDOW BUCK w/(I ). 1 /4" X 2-3/4" TAP -CON I XG P.T. FURRING T LOTS SHALL N WA -5 GRADED AC A AY DRAIN SURFACE WATER WALLS S FROM GARAGES e CARFORTS BE #S VERTICAL STEEL IN POURED CELL PRE -CAST SILL FOUNDATION WA 5. THE GRADE AWAY FROM FOUNDATION WALLS SHAH GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND S ATTIC RATED FOR DESIGN PRESSURES EACH SIDE L OPENING FASTENERS @ I G" O.C. STAGGERED FALL A MINIMUM OF V WITHIN THE FIR5T 10 - 5 % GRADE. AREA BY NOT LE55 THAN I/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. DOOR#5 VERTICAL STEEL IN POURED (RECESS 1 /4" INTO 2X BUCK) 2. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS TO GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL AS SPECIFIED ON FLOOR PLAN CELL EA. SIDE AL WINDOW OPENING G" MAXIMUM EACH END BE RAISED A MINIMUM 3' ABOVE GRADE. HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8' NPE'X' GYPSUM BOARD OR EQUIVALENT. GARAGE FLOOR SURFACES SMALL BE OF APPROVED EXTERIOR FINISH \ - .OPTION TO USE 2X8 P.T. w/(2) .1/4' X 3 _ 1 . ALL CONCRETE NON-COMBUSTIBLE MATERIAL TAP -CONS FASTENERS @ 24" O.C. E . �,.� '"i i : 1 . ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL 2, ALL LOOKS FROM GARAGE I LIVING AREA TO BE SELF -CLOSING. THE GARAGE AND A SLEEPING r 14 -# COMPLY WITH THE REQUIREMENTS OF ACI 318.02 PER F.B.C. 3, NO OPENING SHALL BE PERMITTED BETWEEN G RAG $ MAXIMUM EACH END (RECESS / 1N5TALL WINDOW W/ 2. ALL CONCRETE FOR SLAB D WNPOURSORT, SHALL ESHAOL�BE 3000 P.5.1. CELlH SLUMP OFFLL - M AREA. TKNE55HER 0 (20 M N FPENINGS HRELRATED)BE UTANY DUCT WORK INPPED WITH 50LID THEGRE GAARAGE OROR , INTO 2X JAMB5). IN±I IN. ALL LINTEL IM MS# O qq WOOD SCREWS PER CONFORMING TO A5TM C-476 WITH SLUMP OF 7 IN. t I IN. UNLESS PENETRATING THE WALLS OR CEILING SEPARATING GARAGE FROM THE MAIN 1/2" GYPSUM BOARD 3/ I G" X 3" TAP-CON5 PER SCHEDULE MANUFACTURERS OTHERWISE NOTED. HOUSE SHALL BE MIN. 26-GAUGE SHEET STEEL AND HAVE NO OPENING IN THE INSTALL DOOR PER. MANUFACTURERS THRU WINDOW E BUCK SPECIFICATIONS 3. ALL REINFORCING STEEL N SLAB ONLY SMALL BE DEFORMED BARS GARAGE MARBLE/WOOD WINDOW SILL MINIMUM I " EMBEDMENT INTO BLOCK CONFORMING TO A5TM AG 15-87 GRADE 40. BARS SHALL BE FREE OF 4, GARAGE DOORS MUST HAVE PERMANENT COMPLIANCE LABELING AFFIXED 7ZDOOPPRAME w/ 3/ I G" x 3" TAP -CON SPECIFICATIONS. PRODUCT APPROVAL COATINGS THAT WILL REDUCE CONCRETE BOND PER ACI 318. TO DooR REQUIRED FOR DOOR E INSTALLATION WINDOW RATED FOR OPTIONAL USE OF 2X BUCK 4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, FASTENERS PER MANUFACTURERS - LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN BUILDER NOTES DESIGN PRESSURES AS ACCORDANCE WITH ACI 315'DETAILS AND DETAILING OF CONCRETE 1, THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE RECOMMENDATIONS w/ MINIMUM PRODUCT APPROVAL REQUIRED FOR ,� ,SPECIFIED ON FLOOR. PLAN - REINFORCEMENT' MIN. 3" COVER.' OOUDING O DES. R-BUILDER IS KNOWLEDGEABLE OF COMMON AND LOCAL 1 -1 /4 PENETRATION INTO BLOCK WINDOW AND INSTALLATION 5. ALL PRECAST ELLINTEL517- MUST MEET OR EXCEED NOMINAL VERTICAL 3. THE C CODES. ED NOTE: DEFLECTION. LINTEL I T-4" t LONGER WITH A NOMINAL HEIGHT OF 8" MUST _. THE CONTRACTOR SHALL VERIFY THAT THE STRUCTURE IS CONSTRUCT ALL WINDOW MULLIONS TO BE MEET OR EXCEED V180. VVITHIN THE CONFINES Of THE BUILDING PARAMETER. FOP PRESSURE I .SX G. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE 4, THE CONTRACTOR/OWNER-BUILDER SMALL VERIFY ALL DIMENSIONS DESIGNED Q @ REQUIREMENTS OF RGOG.9 AND TABLE R60G.9.2. MINIMUM LAP SPLICE DUCK 1( THAT OF THE WINDOW DESIGN `kF CONSTRUCTION. ANY DISCREOR TO C SHALL C BROUGHT TO THE , DOOR B U V I\ .DETAIL MASONRY] 7. CA CI #4 = 20', #5 = 25", #6 = 34" AND #7 = FOR �, THE FL OF THE DESIGNER PRIOR TO CONSTRUCTION. D B PRESSURE AS STATED ON FLOOR 7. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. � THE FLOOR PLAN SHALL BE VERIFIED BY THE .: SCALE: 1/2"= I'-0' WV WINDOW BUCK DETAIL MASONRY 8. UNLE55 OTHERWI5E PERMITTED OR SPECIFIED, CONCRETE SHALL BE PROFORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES t I INCH. ONTRACTOR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENGIN FLANEERE7) SCALE: I /2" = 1'-0' 9. q4 MOMENT TRANSFER BARS TO 8E USED WITH 5 ESM FU55 LAYOUT. SLAB. �, 10. CONCRETE CRACKING MAY OCCUR E MAY RESULTLT IN IN SLIGHT VERTICAL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DISPLACEMENT WITH USE OF PBERME5H CONCRETE. d z �A ALLJc) L (L.I O O 0 o u �n (q) 0 (L v W I� O LL i 0 co t*- cl 0 N cl Q W Fat * M P_y 10 E, W Fill � � E'+'1 '• Fi M WOW 'ECPC, W4cl M{ ~ C'• P i 004 M rr_ /t' W OD 0 1 •'1 U ENGINEERING 5EAU TH15 STRUCTURE MA5 BEEN DESIGNED TO MEET THE LOADING REQUIREMENTS OF THE 5th EDITION OF THE FLORIDA BUILDING CODE (2014), RESIDENTIAL AND A5CE 7-10 FOR 5TRUCTURAL ELEMENT5 ONLY. . nT ARTHUR P. PRIE� t 8530 U.S. HIGHWAY_ 1, SUITE 8 MICCO FL 3297G rForE5510NAL.ENGINEER # 24683 SCALE: A5 NOTED REV1510N5 OG.12.17 enclincerincl TYPICAL DETAIL.5 NOTES SHEET 52 HEEL HEIGHT r Cllent AMERON HOMES . Pro)eet: AIG RES U Addlase: 10104 E, SEMINOLE ROAD - FORT PIERCE - ST LUCIE CO Project: #504491 NOTES: 1). USE.SIMP50N HETA-20 TRU55 TO MA50NPY U.N.O. 2). USE 51MP50N MT5- I G . ALL TRUSS TO FRAME OR BEAM U.N.O. 3). ALL TRU55 TO TRU55 CONNECTION - PER TRU55 ENGINEERING PACKAGE. LATERAL BRACE ���-...�����11JJ �. 2 X 4 CROSS BRACING GYPSUM CEILING DIAPHRAGM PROVIDE CF055 BRACING IMTH THREE (3) TRU55E55 AT EACH END OF BUILDING AND AFTER EVERY (10) TRU55E5150TH SIDES OF BUILDING AS _ SHOWN. USE (2) I Gd NAILS AT EACH INTERSECTION / CONNECTION. ALSO PROVIDE CONTINUOUS 2 X 4 LATERAL BRACE BOTH SIDES OF BUILDING AS SHOWN. INSTALLATION OF TRU55E5 6 BOTH TEMPORARY AND PERMANENT BRACING PER HID-91 TRUSS JOINT UPLIFT CONNECTIONCONNECTOR SIMPSON OTY. CAPACITY FASTENERS TYPE LOCATION (LBS.) U.O.N. (LB5.) PER CONNECTOR 01 BLOCK 1800 MAX META-20 1 1810 10-I0dx 1-112 O BLOCK 1 -PLY 2000 META-20 2 I -PLY 2035 10- I Od x 1-112 EA. 2-PLY 2500 2-PLY 2500 1 2-1 Gd O3 BLOCK 3900 MAX. MGT I PR 3965 1- ' a 6' A. BOLTS -1 o 22-I O4 FRAME 400 MAX. H2.5 1 415 10-54 O5 FRAME 1000 MAX. MTS-12 1 1000 14-I0dx 1412 © FRAME 2000 MAX. MT5-12 2 2000 14-1Odx 1-1/2 EA. O7 FRAME 2500 MAX. SEE DETAIL'M' ON FRAME DETAILS O FRAME 4200 MAX. SEE DETAIL'M I'. ON FRAME DETAILS O TRU55 935 MAX. LU5-26 1 935 8-I04 TRUSS 1550 MAX HU5-2G 1 1550 20-16d I I GABLE 1 20/L.P. ETA-22 OR @ 24' ox. ENTIRE GABLE HETA-20 ® BLOCK w/G 170S US I G.170 w/2-BOLT5-314WNJ3OLT 0 I' 150 w/4-BOLT5 (U5P) 1 1. 150 w/4-5OLT5-3/4'EXPN.5OLT I© BLOCK 3965 MGT I I 3965 1-5/8.w EPDXY. SET BOLT 14 CCONNCCRETE 120#/L.P. MILTI'X-DNIMX' @ 12'.o.c. BEA QCONCRETE 2700 ryETq-20 I 2700 2 STRAPS EA. BEAM COLUMN w/ 12-I Od EA. STRAP 7LLT 55 T IS WALL INDIVIDUAL GIRDER/TRU55 ♦ EQUIVALENT LISP = HTA20-18 AI+ EOUIVALENT U5P - MTWR +k! N N E�� Lu .;Mw® 1 z CeJ tf CD g � z 001 u u w Oo Ma Q oo a z Lu Lu z m o o� L o 0 W N U z 0 lLJ (L Oil L C9 t. cV s W Cq Z 00 Q to 51 P N N m 0� r� rH 0 M U �, P4 JH aQc�7Ottoo I zit UMU 0 ig9,� �ErAt0Cq P4 QwOD z W U ENGINEERING SEAL TH15 STRUCTURE HAS BEEN DESIGNED TO MEET THE LOADING REQUIREMENTS OF THE 5th EDITION OF THE FLORIDA BUILDING CODE (2014), RESIDENTIAL AND A5CE 7-10 PbR 51 FJ.'CTURAL ELEMENTS ONLY. ARTHUR F. Pc EF, P.S: �/rLS`•t 8530 U.S NIGHWAY -i, SUIT4 6 MICCO FL 3297G"-- PROFESSIONAL ENGINEER# 24G83 SCALE: A5 NOTED REVISIONS OG.12.17 enciincerincl TRUSS LAYOUT It CONNECTORS SHEET Ll , .. £. .M. .. dm+..... ,. Arr.N.. .. `... v . _... ,. ...rV .. .. . P. ... ._ 91.. ::;.. .. ..:. . P.. r. i N Of roFaeorrwFlwie;:.. R PER CODE E ERBRBPlRBdR!BUL I; INSTALL. STORM SHUTTER E Ydi2BR � r, `2, INSTALL DIMENSIONAL SHINGLES 3, INSTALL VINYL TINTED WINDOWS • 4; INSTALL FLOOR TILE ENTIRE A/C AREA �4 CD D � NC, PA ONLY i , c, (W/ 16 X 20 FOOTER) V / 3050 SH VINYL 3030 S VI NYL 4050-SHJE VINYL T D TIND TIN ED • .' IN E :. BPEdF1EONIdIBRR BOTLW' —�- - - r FF W,P. _ LINTEL @ 9 A FIAiB RB FlRBCNEd,It H.B.LINTEL @ 6 9 AFF \ LINTEL @ 9 AFF `� 6068 SGD, — — — a o11111111 mI FRAME BEARING WALL DETAIL R & S _ r f 0 IL -i 1/2 F, u _ �D6e _ BEDRMI #3 _._ ._..,_. _ _�_. _.___�.m__. _ _ .� �, (D FLAn _ (8 FLAT)i'v L§ Iz I I _ , j WF/LI� 1 4 i f�. M. BEDROOM X I �' i I a i CATHERAL C? I I _ , __ _- � I —I P DINING' � I ✓-goLT �— / TIL �, LINEN — I �:,�}+: ��)% I - � � I Y I � I� J� I � , \ '} 4-PLACES N es �IL t v. PER � r:P P ---- ' O ! (//1i� �., TIL }y _. ._ C> —_ _ _g 3 L — _ PANTRYT Lh, y m ti I — O 8 5 20-A P— . P I �b0 ,r ; ¢ _ _ ,_tee pd 2, 5 2 tD o z i'3i _ m uElnaiED CARDON 1 � .. ,: b f // O I CURB _ _ MONOXIDE, _ _- e DECTIOR SOFFIT , R & S w __ �,�� y _ / C _- !--? � AFF �N o- D. R NR _ - S.D. '.: > w SD ' / I. VERTICAL e- { ,-. E ( F PLANT SHELF cQs 2868 y{, w 0 _ g _ I [� ✓AM �, b S � ¢ r > p T Y � w ,o _ •. ,-._. ._�_..:. _ ®� "�. G��h f{I : EL C. PANEL.. ,_._ z I 2 LINEN Az AFF H, tY — W D o J :k u-i w I VENT iHRU ._._ \: \ SQUARE BED LIVI � _\I I VALL.WASHER m F/L :.' \ _ Aii1C ACCESS _,.. 4-PEACES TIL V/ SIAIRS .:. 3 II PER s \\ r'.. --� —I--� SIDE. F/L f T J z. PC: a z 91 — .. S A 8 AREA EQUIP, . , 1 : E .. _ u..__ TIL •. IN TD CLG: FOR.... O X VENT . , _ � ` I�CVhIDN> . IISPENOED A/C ( F bT) O .. 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