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Home My WebLink AboutBUILDING PLAN3811449 GROUP 2 %E INSULATION VALUES ODES THE COMPONENT VALUE SLAB R-0 u-0.34 WINDOWS SHGC-0.32 3 WALL - WOOD FRAME R-11 WALL - CMU/RADIANT BARRIER R-4.1 ATTIC R402.2.1 R-30 R-VALUES ARE MINIMUMS JG u-VALUES ARE MAXIMUMS FEET ODES, NTS. CODE VOLUME SCHEDULE Name Volume 1ST FLOOR 10768 CF Grand total 10768 CF GRP2 - ELEV 'B' - AREA Name Area HEATED 1ST FLOOR 1449 SF 1449 SF UNHEATED GARAGE 418 SF OPT COV PATIO 100 SF PORCH 84 SF 602 SF UNDER ROOF 2051 SF GRP2 - ELEV 'B' (STUD) - AREA Name I Area 1ST FLOOR 1'1 SF 1346 SF REVISION LOG REV. DESCRIPTION DRAWN BY DATE 2.00 ADDED 5:12 ROOF OPTION; REMOVED CEILING FANS IN SECONDARY BEDROOMS; REMOVED 1/2 HOT OUTLETS REVISED FLOOR BREAKS ON FIRST FLOOR TO SHOW CARPET IN BEDROOMS ONLY. ADDED WINDOW TRIM TO SIDE ELEVATIONS WITH 5:12 ROOF OPTION FOR CITY OF PALM COAST REPLACED RANGE HOOD WITH MICROWAVE JAH 10/28/19 2.01 JHM 01/02/20 JHM 03/06/20 2.02 2.03 ADDED PRODUCT APPROVAL SHEET GRP2 1.OA FOR SOUTHWEST & WEST FLORIDA REVISED WATER INTRUSION DETAILS PAGE. CODE UPDATE. ATTIC VENT CALC. REVISION FOR 50% UPPER VENTING. JHM 06/16/20 JHM 11/11/20 2.04 2.05 JHM 1/08/21 CAN E B Lucie - ,Ag1p4111717///' W e Uj ICc �2o� N p h a J Z Q� n O LL W 8 W z-d-L zEE CI 'LMg< p0 W 4; b M o 5nirnd au 2 < N WWW,FDSE O.COM U Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. OC N ■.. a � oC O C7 V PLAN # / ORIENTATION: 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 Oil R �Uftly I I 14'-2" SLAB PENETRATIONS ELEV'B' 114" : V-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT 0 I 0 I� v z O us W u� ;i�w_j 0 1 J J ye MIS O �< v cc 1 � N J s" �Z U.� J 0n�n4 LLw tl1 N p « a 30 amCrn> w=m¢ 0o Z N N m m <a On2rn� U N W\4W FDSENGCOM 0 (J ❑ ❑ Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. Z O Q m N ... d Z W V d m Q J Vf PLAN # / ORIENTATION 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP20f3 . fr.4.. P 3" VTR 1 1/2" VTR )I,- JI' WC 1 1/2" VTR PLUMBING ISOMETRIC -50 I 37'-1 1 /2" 14'-2" 3'-0" 19'-11 1 /2" O ih 6'-3" SLAB CUTOUT FOR II SGDTHRESHOLD- II SEE DETAIL ON II SHEET GRP24.0 II II I L Cl) C4 II q II �---- L----_ n 6-31/2" 16-1 3/4" I 5'-101/4" 2'-6" 2'-7" 2'-8 3/41, lu ao I i.WID HOOKUPS n II Ir: DW LL, _ I 'WATER � ELECTRIC I I� I L = I it I u I _ ;!RANGE Q' I i WATER HEATER DRAIN �_ II L--- II �F�I AHU DRAIN FRIG.p `�' ` HV AIR HANDLER DRAIN F' I I I I HOOKUPS J' L J L---J L L1 ---- ---------_— _ 3,2 11'-31/4" LO I II I II I II I II I II I II I - I II II cv II � II I Ile i I 16' 11" I II CUT CONTROL JOINTS AT INTERVALS 10k10' IN BOTH DIRECTIONS 17'-41 /2" FJ__ 12'-3" CO 1- 20'-21 /2" II I I 1'-5" 4'-0" 16'-3" -1" 37'-1 1/2" 1 PLUMBING PLAN ELEV'B' 114 -1.0 AT 22 X 34 LAYOUT 118" = V-0" AT 11" X 17" LAYOUT 1/4" i co I E v LO MA z A LIS �04]91111 �,� c Tp q a s = _ a -- wed=� -•�� inurya�ea WO M� ao� g O U� mZ JLL p N C LL d N 0 Q C J N W 1 (��LLLL O K 2_"O�.'C.. 2 W M9 LLWr 20 Z ' M m m rnm aQ a V—o2C� WWWPDSE'G.COM L) LakewoodLakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. z Q a V_ CC t— m Wec G � N � d� co (Jr m a PLAN # / ORIENTATION 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET # GRP2 0,5 4%.r CenturyComplete Product Approval/ NOA Index Sheet unda eeros-zozo Component Model/Series Product Approval Design Impact Resist, Attachment method Approval If Date Pressures Roof TANIBldg, Products,Inc. AsphaitShingles Roofing �TabGlassSealEl'de F1183SS.1 12/12/2011 N/A Standard fastening Pattern. (For use on decks with slopes 2 in. per footto21 in. per foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216.1 12/12/2017 N/A For slopes from4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope Iless than 4:12) applications it is recommended to overlap 50% plus 1"The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofingRhinoBoofU20canbeanchoredwithcorrosiveresistant3/8"headxI'egroofingnails (ring shank preferred, smooth leg acceptable). Fiberglass Swingdoor FiCeglass&Panel FL15225.5 9/21/2018 61 6i Yes Jamb, Head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Shim Space at each anchor location.TapoonedgedistanceMIN2.1/2".WoodScrewedgedistanceMIN3/4",nottoexceed6"O,C. Doors Therma-Tru Wayne Dalton Overhead Double Door Series9100 FL9174.6 2/13/2018 39.2 43.1 Yes Attach door bracket to jamb w/5/16" x15/8" lag screws notto exceed 24" O.C.. Door Jamb to be minimum 2x6 structural grade lumber. Vinal or wood door stop nailed at maximun of 5" O.C. must overlap top and both ends of panels min 7/16" tp me et negative pressures. Ply Gem Windows Sliding Glass d000r Door Series4780 FL146341 10/17/2017 50 No FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLYINTO CONCRETUMASONRY,USE 1/4INCH ELCOTAPCONSOF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT Vinyl fixed Window Series1500 FL161041 12/27/2017 55 No Nail fin Holes to Use for Fastene rs Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion•Resistant Screw Size p8 or larger Pan Head Windows Ply Gem Windows Ply Gem Windows Vinyl Single Hung Window Series1500 FL16103.1 12/27/2017 50 F': No Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size k8 or larger Pan Head Vinyl integral Mull lTwin&Triple) Window Series1500 Ft16100.2 10/17/2017 So M No Nail f n Hales to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners 4" or nearest hole Bldg Framing Penetration Ifl min. (local code may dictatel Min. Corrosion-Resistarit Nail Size 3/8'Minimum Head diameter Min, Corrosion -Resistant Screw Size #8 or larger Pan Head PlyGemWindows Siding Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse 4.5" Dutch tap FL23885.1 12/12/2017 73.6 -73.6 Yes Alowa min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be placed approx,12" to 16" apart, Leave a min. of 1/4" clea rance at all open! ngs and stops to allow for normal expansion an d contraction. Panels should be ove rlapper-d approx. l.Fasten panels approx. 8 or more from the overlap seam, Ply Gem Siding MastkVinyl Siding Board and Batten Vertical Vinyl Siding FL23885.1 12/12/2011 96.6 96.6 Yes Nails are galvanized steel roofing nails,1-10" long, with 1/8" diameter shanks, and 3/8" dia. Heads.16" vertical nail spacing. 7" horizontal nail spacing. Mastic Vinyl Siding Cedar Discovery Shake FL23885,1 12/12/2017 49.4 -49.4 Yes Nails are galvanized steel roofing nails, l-1/2"bn&with 1/8"diameter shanks, and 3/8"dia. Heads. 18"(shake) vertical nail spacing. 8" horizontal nailspacing. Ply Gem Siding Shutter Hurricane Storm Panel MFGINC. 24 Gauge Galvanized Steel Storm Panel F116293.1 11/2/2017 20 20 Yes 1/4" diameter screw shall have a minimum embedment depth of 11/2" and have aspacing of 12" o.c. Soffit PlyGemSiding Mastic Vinyl Soffit Universal (Vinyl) FI233S2.1 12/12/2011 132.8 38.7 N/A Nails are galvanized steel roofing nails,1.1/2" long, with 1/8" diameter shanks, and3/8" dia. Heads- Or •Staples with 1" long legs X 1/16" (16 GAI Dia, in each nail hem, Aluminum Wood Connectors Wood Connectors Wood Connectors Soffit FL12194.1 12/15/2017 80 No 12" T-4 / 16" Q-4 Aluminum HTSo lit. Channel at the wall 3/4"x 1/4" crown staple in a diamond pattern 9 24" O.C. Soffit side 3/4" x 1/4" crown staple at8"D.C. Facia cap 13/4"x0721/4"head trim nail at48"O.C. Aluminum Coils, Inc. HD28.21F F117232.3 12/21/2017 (14)0162"x3.1/2" Long (16d) Nails into Header, (6)0,148"x3"Long (10d)Nails into Joist Structural Components United Steel Production Co HD02142F FL17241.8 8/14/2018 (14) 0.162" x3-1/2" long (16d) Nails Into Header; (6) 0.148" x 3" Long I10d) Nails into Joist United Steel Production Co MSTA48 FL17244.17 10/17/2019 (26) 0.148" x2.1/2" Long Will United Steel Production Cc United Steel Production Cc Wood Connectors RT16A FL17236.11 2/13/2018 (9) 0.148" x 1.1/2" Long (10d) Nails into truss/rafter; (8) 0.148" x3" long (10d) Nails into Plate United Steel Production Co Wood Connectors NIl FL17244.7 10/17/2019 (14)0.148"x3"Long Nails or114)0.148"x1.1/2"Long Nails Wood Connectors MTW12 FL17244.7 10/17/2019 (14) 0.148" x 3" tong Nails or (14) 0.148" x 1.1/2" long Nails United Steel Production Co Wood Connectors HT145 FL173241 8/13/2017 Install DirectNto Framing with 10d Common or 16d x2-1/2" Pnuematic United Steel Production Cc United Steel Production Co Wood Connectors MSTC40 FL17244.27 10/17/2019 (52) 0.148" x 3" Long Nails Minimum Wood Connectors Wood Connectors Wood Connectors Wood Connectors MSTC66 FL17244.27 10/17/2019 I72) 0.148" x 3" Long Nails Minimum United Steel Production Co STAD14 FL172493 12/21/2017 (38) 0.148" x3-1/4" Long Nails United Steel Production Co ADTT-TZ F117324.1 12/21/2017 WS8-EXTwood screw or 3/8" HOG lag screw United Steel Production Co MPAI FL17244.23 10/17/2019 (12)0.131"x1.1/2"Long Nails Minimum United Steel Production Co United Steel Production Co Wood Connectors RT15 F117236.10 2/13/2018 (5) 0.131" x 1.1/2" Long Nails intotruss/rafter, (5) 0.131" x 2-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20872.1 12/12/2017 (5) 0.131" x 1.1/2" Long Nails into truss/rafter; (5I 0.131" x 1-1/2" Long Nails into Plate United Steel Production Co Wood Connectors R17A FL17236.10 2/13/2018 (5)0.131"x2.1/2"Long Nails into truss/rafter;(510.131"x2.1/21'LongNails into Plate United Steel Production Co Wood Connectors C44 FL17239.1 10/11/2016 (6)0.162"x3.1/2" Long Nails into Beam; (6)0.162"x3-1/2"Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052.1 8/13/2018 (12) 0.162" x3.1/2" Long Nails into post United Steel Production Co Wood Connectors Wood Connectors Wood Connectors Wood Connectors Wood Anchor Wood Anchor FM FLI7249.1 12/21/2017 (310.148" x 1-1/2" long Nails into side of sill plate; (3) 0.148" x 1.1/2" Long Nails into top of sill plate RS14.100 FL17244.28 10/14/2019 Installed direc0yto Framing, (36) Min. 10d x I-V? with 10d Conlon or 16d Sinker. (64)Min. 0.162"x3.1/2"tong Nails (4)1/4"xl•3J4"Powers Wedge bollCMU.(8) Min, 0.148"x3.1/2"E@fig Nails totruss/rafter. Provide 4' Embedment into CM U and fasten to wood component us ril t9i) 0.148' x I X' Nalls Provide (4)1/rx1-3/4' DewaltScrewbolt+oreq. into CMU and fasten to wood component using J4) 1/9 cla. x I)r long Wood Screws United Steel Production Co KST272 FL17244.14 10/14n019 United Steel production Co HTWM16 FL6223.2 12/12/2017 United Steel Production Co HTA16 FL17680.4 12/12/2017 United Steel Production Co HGAM10 FL17699.1 12/12/2011 United Steel Production Co LU 0 Ub �a w f} W �.eenanaa"y°d 1,0 �e_ x of F' - - = r��xeeereasea m o� 21� WO N� Ny f N w Sd z NNN LL a ''M O WLfp4QF LLW: aNi�m as Wry M �yy U � www.mD o..com U Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. J a PV d d_ Q DC F- C� V 0 DC am - PLAN # / ORIENTATION 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP21.0 0 s 7 FULL HEIGHT 2X6 WOOD STUD PARTITION DRYWALL OPENING HEIGHT AS NOTED ON PLAN, 6'-8" HDR HT, 1 ROD & SHELF NOTE: EXTERIOR WALLS FRAMED AT 16" O.0 INTERIOR NON - BEARING WALLS FRAMED AT 24' O.C. REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION ) CODE R308 42 )DE 113080 NETAL STUDS. SPACING RE. )RYWALL OR 112" SAG IOT LESS THAN 117 31TABLE ROOMS SHALL :QUIVALENT. WHERE 'PORTING THE UM BOARD OR :R FLORIDA BUILDING MIN, 24" SILL HEIGHT OR Tge Separatbn Material fFromtef6tdenceandttcsNot less ban ''/rhd pumboardorequhralent applied to the garage side From all hafte rooms above the garage Not bss In an 5 A -inch Type X gypsum board or equivalent Strudure(s)suppolingfloor-ceilingassembes used for separatbn requKed by this sed Notless than'/rinds gypsum board or equivalent N 18'-51 /2" 4'-61 /2" 9'-8" 3 () 5-0 SH LIVING ROOM 17'•6" X 14'•7' 9'-31 /4" 2X4 WALL, 9112' H, WI 12" COUNTER OVERHANG 4'-3" 6068 SGD 6-11 1 /4" in ° ° DW 1 DRYERVENT ICTRIC 2 CRP2.1 ,RANGE KITCHEN 3 no FRIG. N- PANTRY HOOKUPS -1 1 /2" 4'41/2" 14'-31/2" 6'-10" U 7'-51 /2" H 5.0 SH EGRESS I WIC C4 OWNER'S BEDROOM I 134" X 12'•V' 3' 2" -11 112" 2 216618 I � �y oWID HOOKUP 0, BATH a, (WATER (HEATER J ° q54 00 MECH CV o O 4'-6" 3'-5" 3'-6" 4'-91 /2" M� w BEDROOM 3 o 11'•0" X 10'•0" r r 60 3-10112" 3-10" 3'-81/2" 4'-1011_ 210618 ?16618 0 M 'O6'8 116618 11'-21/2" 5'-01/2" 0 I BEDROOM 4 10'•10" X 10'•0" 95-0 SH 3 () 5-0 SH 6' 6'HR EGRESS 6',8"H.H. 3'-1"5' 12'-3" ® PORCH 4'-101/2" I8"I 4'-11 17'-41/2" 3-7" 11 ESCAPE 4'-0" 0 616 216 618 LV 6-111/2" 3'-2" 2661820M1 RATE PERR302.51OF HECODE U c/J M H W x U I—¢� 5'-1 1/2"' 1 /2" 8"x8" CMU COLUMN 8" 4'-11" li 1'-61 /2" 37'-1 1/2" 1 FIRST FLOOR PLAN ELEV'B' 114 -1-0 AT 22 X 34 LAYOUT 118" = V-0" AT 11" X 17" LAYOUT 10'-51 /2" GRP2 5.1 5/' 0 v 4 BEDROOM 2 10'•4" X 11'•0" v 10'-51/2" 2-CAR GARAGE 20'41/2"'0 16'-0" 19'-9" 1 0 M^ H 1 i _ z 0 fw �� ,�5,vnn�YYIY m o SE �f �: 'T N p � "t rn�o� LLa Q m�a r9 wa ui LLLL O CN J �rn5 30 Wfrm$Q p� W� m� mn Ca to wN N a c U m WWW.FDSENGCOM U Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. 4^ _ Z m Q JJ N DC d O CC i O __j LL- PLAN # / ORIENTATION; 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP21,2 L.. rn" I I 1 FRONT ELEVATION'BII 114 -1.0 AT 22 X 34 LAYOUT 118" = V-0" AT 11" X 17" LAYOUT 4 IN I IN IN IN - -( I_ REAR ELEVATION'B' 114111.0 AT 22 X 34 LAYOUT 118" = V-0" AT 11" X 17" LAYOUT cli ;IFIED SHINGLES AS SPECIFIED CEMENT ITIOUS FINISH 1S_TFLOOR PL. HT. _ IN I IN IN - CEMENIITIOUS F " (_ i FINISH 00 = „ ' 'F IN ' - - - 1 17 IN 1STFLOOR FIN. FLR. — i1177 NN r— SHNGLES SPECIFlED STFLOORPLHT. _ CEMEMfIfIOUS N. _ FINISH IN IN_ I_ NI 1ST FLOOR AN. FLR. =ate M i `t 4 co 3 LEFT ELEVATION'B' 11411-1-0 AT 22 X 34 LAYOUT 118" : V-0" AT 11" X 17" LAYOUT 1ST FLOOR PL HT. 1ST FLOOR FIN. FLR. SHINGLES AS SPECIFIED 1ST FLOOR PL. HT. IN IN 71 CEMENTITIOUS _ IN FINISH T N. - (- _ _Y - ) _I - - - - - _ 1ST FLOOR FIN. FLR. ' 4 RIGHT ELEVATION'B'll 114 -1.0 AT 22 X 34 LAYOUT 118"=1'0"ATII"X17"LAYOUT w w z 0 W i z 0 EEI IN INN- 4m �Z �LL C � NNN� LL y (gip NyMa N W fri R¢��LLLLg a� Y_�m5 30 �wt Co¢ OF MO U � www.ays�vacom d U Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave r Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. z CIO o N Q C— �C W L� —✓t W PLAN # / ORIENTATION 3811449 f RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET # GRP2 23 _ ff., r GRP2 ELEV 'B' - ATTIC VENTILATION CALCS 1 /300 Ventilation Max Min Upper Lower Total Ridge Roof Soffit Required Upper pper Ventilation Ventilation Ventilation Vent Vents Vents Area (sq. in.) (sq. in.) ;(sq.in.) (sq. in.) (sq. in.) (sq. in.) (In. ft.) (ea) (sq. ft.) 1952 SF 937 468 375 490 480 1 970 14 1 4 80 CALCS BASED ON THE FOLLOWING VALUES: •RiOeVents =15 in 2 of net free area per linear foot -Roof Vents =70in 2 of n et free area per unit •Soffi[Vents=bin 2 of n et free area per square foot SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHETIC LINDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES, ALL ASPHALT SHINGLES SHALL HAVE SELF-SEALING STRIPS OR BE INTERLOCKING & COMPLY WITH ASTM D255 OR D3462, & SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SINGLE TAB, & SHALL IN NO CASE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURER'S REQUIREMENTS FOR INSTALLATION IN THE G VEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D316t FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM Ft667, & SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12GAUGE (0,105") WITH A MIN IMU M 318" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENETRATE THE SHEATHING. THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL M EET OR EXCEED THE REQUIREM ENT6v OF ASTM A641, CLASS 1, OR EQUAL, & SHALL BE CORROSION RESISTANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, OR SHALL BE MADE OF STAINLESS STEEL, OR NON FERROUS METAL a 1 ROOF PLAN ELEV'B' 114 -14AT 22 X 34 LAYOUT 118" =1'-0" AT I I" X 17" LAYOUT z 0 Ut w 0 w tic LL 0 y o LU S � � Z N J U.3 �_5 JLL O f/1N .gyp N NMI NW d N W A QGJ W W O .¢ Z'- — zJ CMJ iO WL �4Q 0� w£ �9 m o zu) Crn ¢ a � a WW S U 0 WWW.kDSENC CO:N U CO) [I El Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common low copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. c/) — Z m Q J d N d 1.� 4c> V � OG PLAN # / ORIENTATION 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 33 i rft, P_ VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL, "L" FLASHING ROOF UNDERLAYMENT CAP SHINGLE -APPLY WITH ADHESIVE (DO NOT NAIL) ROOF FLASHING DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT I I" X 17" LAYOUT ROOF TRUSSES (SEE PLANS) SHEATHING SIDING PER ELEVATION WEATHER RESISTANT BARRIER G,I, FLASHING (EXTEND 6" ABV, TRIM BD,) CLAD 2x TRIM BOARD (REFER TO ELEVATION FOR SIZE) TRIM BD. TO LAP TOP OF BLOCK 2" G.I, FLASHING W1314" PROJECTION PAINTED CEMENTITIOUS FINISH 8" BLOCK WALL OR WOOD STUD FRAMING, REFER TO TRIM BD. LOCATION ON ELEVATIONS 4 TRIM BOARD DETAIL nl 1112 -1-0 AT 22 X 34" LAYOUT 314" =1'4' AT 11" X 17" LAYOUT THRESHOLD AT DOORWAYS SHALL INSIDE OUTSIDE NOT EXCEED 314" IN HEIGHT, RECESS THRESHOLD IF NECESSARY. 8" C.M,U, BEYOND S.G,D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF, W SPECS. W PLASTER SAND FINISH d tl A ° SLABISTOOP SLOPE TO DRAIN d A. d d; .° d , d d' d d. 2 SGD THRESHOLD DETAIL 111211-1-0 AT 22 X 34 LAYOUT 1112"=1'4'AT11"X17"LAYOUT CEMENTITIOUS FINISH CMU WALL - REFER TO STRUCTURAL 1/2":12 SLOPE BUILT UP FOAM TRIM (REF. TO ELEVATION FOR SIZE) PRE -CAST LINTEL (REF. TO STRUCTURAL) WINDOW ANCHOR CAULK BETWEEN WOOD AND CMU SEALANT AT FRAME WINDOW FRAME P.T. NAILING STRIP SEALANT AT FRAME WINDOW HEAD 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT 1x P.T. BUCK STRIP (SEE STRUCTURAL) 112" GYP. WALLBD. FURRING & INSULATION CMU - CONCRETE MASONRY UNIT (SEE STRUCTURAL PLAN) DOOR ASSEMBLY ANCHOR ADD'L BUILT UP TRIM AS SPECIFIED (SEE ELEVATIONS) CEMENTITIOUS FINISH SEALANT SLIDING GLASS DOOR FRAME SGD JAMB DETAIL U 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT 1x P.T. NAILING STRIP GYP, BOARD FINISH FURRING STRIP CMU WALL - REFER TO STRUCTURAL WINDOW ANCHOR BUILT UP FOAM TRIM (REF ELEVATIONS FOR SIZE) CEMENTITIOUS FINISH SEALANT AT FRAME WINDOW FRAME PRE -CAST SILL WITH DRIP EDGE WINDOW JAMB 1112" =1' 0" AT 22" X 34" LAYOUT 314" -- 1'-0" AT 11" X 17" LAYOUT 1x SILL WINDOW FRAME SEALANT AT FRAME PRE -CAST SILL WITH DRIP EDGE BUILT UP FOAM TRIM (REF ELEVATIONS FOR SIZE) FLASHING CEMENTITIOUS FINISH CMU WALL - REFER TO STRUCTURAL WINDOW SILL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT Nki z 0 YI W An 0 z W � rr a I aalalli B?I tII e T� 4c �6wr 0 U)No � LL u ? J , m 5 O Wz m�Q O� Wig� m� q Zoe^ d iN rn a « � a WWW.FDSENGCOM U Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. J Q W 0 Z O N a N oc � L7 oG H Z cc W Q PLAN # / ORIENTATION 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 4,0 FACE OF WALL QI nDC TOO 11011-1Oil 1 SINGLE TRIM DETAIL 1 -1-0 AT 22 X 34 LAYOUT 112" = V-0" AT I I" X 17" LAYOUT FACE OF WALL FACE OF WALL SLOPE TOP 112";1211 BUILT-UP STUCCO TRIM 4"00 4" TYP. REF. ELEV. 4 DOORTRIM DETAIL 1 -1.0 AT 22 X 34 LAYOUT 112" : V-0" AT 11" X 17" LAYOUT DI nnr Tt)n 4 t% oll �— PER ELEV. SMOOTH CEMENTITIOUS FINISH of SHAPED FOAM TRIM LINE TYP. STUCCO CORNICE DETAIL 1112" : V-0" AT 22" X 34" LAYOUT 314" : V-0" AT 11" X 17" LAYOUT �j ®�z r ttt6tl Cl � �� - - -- 7364 � °•'� r' v cv W N O N m F O O tt s m Z in � O o Qc� aw tOLLLL O CN ZJ9m5 �O m N^ Z 0 �O 2y N Q 6 Z a WN N — Q J M E U W W W.FDSENQ.COM U ❑ ❑ Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities, J Q W 0 C- 4 d DC CC �_ c� oc 0 cc W H �C W PLAN # / ORIENTATION 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 4,OA ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ATTACHED PER NAILING SCHEDULE ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PREFAB PRE-ENG TRUSSES —� 2X SUB FASCIA WITH COIL WRAP FINISH METAL DRIP EDGE 7/16" OSB GUSSET ATTACHED PER NAILING SCHEDULE WALL PER PLAN SEE PLAN 2'-0" ROOF. 2 OVER EXTERIOR DOOR GRPP.4A6 SCALE: 1/4" = 1'-0" SEE (n'P) ELEV 1/2" GYP. BD. CEILING TYP. 5/8" TYPE X @ GARAGE CEILING 1x2 PT NAILER 1/2" DRYWALL CURTAIN NAILER PT 1x4 @ WINDOWS & S., GYP. BOARD RETURN 1x2 PT FIR STRIP @ 2, O.C. INSUL. PER ENERGY CALCS. & SPECS 1x4 PT BASE NAILER 4"CONC. SLAB. SEE F PLAN FOOTING SEE FOUND., i � PLAN FOR SIZES & MORE INFO, CONNECTORS PER STRUCTURAL PLANS ROOF MATERIAL PER ELEVATION FELT, OVER STRUCTURAL SHEATHING. PRE ENGINEERED WD TRUSS @ 24" 0. C. R-30 INSULATION OR PER ENERGY CALCS. 2X SUB FASCIA WITH COIL WRAP FINISH VINYL VENTED SOFFIT PER SPECS BOND BEAM PER STRUCTURAL PLANS PRECAST CONCRETE LINTEL PER STRUCTURAL PLANS WINDOW SEE FLOOR PLAN FOR SIZES SLOPED SILL PER SPECS CMU PER STRUCTURAL PLANS ill TOP OF SLA _.8" CEMENTITIOUS FINISH PER FBCR 703.7.2 TYP. ONE STORY MASONRY WALL SECTION SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES ENGINEERED — ROOF ROOF MATERIAL PER TRUSSES @24" ELEVATION O.C. MAX. FELT, OVER STRUCTURAL SEE // SHEATHING. ELEV / INSULATION BAFFLE 2X SUB FASCIA WITH COIL WRAP FINISH R-30 INSULATION OR PER ENERGY CALCS VINYL VENTED SOFFIT 1/2" GYPSUM CEILING PER SPECS PV[4 BOARD HURRICANE ANCHOR @ EACH TRUSS SEE TRUSS LAYOUT WINDOW SEE FLOOR FOR STRAPPING INFORMATION PLAN FOR SIZES DBL. 2 x 4 SYP TOP 1, \ PLATE INSULATION PER GYP. BOARD RETURN ENERGY CALCS WINDOW SILL CAULK @ SHEATHING PER WINDOW STRUCTURAL PLANS 2 x4 SILL /— STRUCTURAL PLANS 1/2" GYPSUM BOARD 3/4" T&G GLUED W/ CONSTR. ADHESIVE & NAILED EXTERIOR FINISH PRE ENGINEERED WOOD MATERIAL PER ELEVATION �— FLOOR TRUSSES PER I 2 x 4 SOLE PLATE XNF::7:� Z7� RIM BOARD PER INSUL. PER ENERGY STRUCTURAL PLANS CALCS. & SPECS ° 1/2" GYP. BD. CEILING TYP. 5/8" TYPE X @ GARAGE SHEATHING TO BE CEILING FLUSH W/ BLOCK \\ 1xP.T. FURRING HORIZ. \.1xP.T. CURTAIN NAILER @ SEE TRUSS LAYOUT FOR OPENINGS STRAPPING PRECAST CONCRETE LINTEL INFORMATION PER STRUCTURAL PLANS 1xP.T. BUCK STRIP WINDOW SILL - CAULK @ WINDOW tiZ' GYPSUM BOARD INSUL. PER ENERGY CALCS. & SPECS CMU PER STRUCTURAL 4"CONC. SLAB PER 11 PLANS /STRUCTUAL PLANS 5/8" CEMENTITIOUS I e FINISH PER FBCR 703�2—� FOOTING SEE STRUCTURAL PLAN FOF S17F / DETAILS TYP. TWO STORY WALL SECTION SCALE: NTS YW W W w � J — _ O =z = W w V P�OrrTo-?. - • ' PJ S - °gym �k0 .�.+ S T O =_oem P, or W y, O O U.� O x J NN ^p� LLa QCJ N W (n J -6 rn 5 3 0 Zj(ON� mm Z U WWWFDSENO,COM bU Cl Cl Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves Its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. cn W o?S cn Z O_ V W J Q PLAN # / ORIENTATION SERIES NAME: PLAN NAME: LAST REVISION SHEET# GRP2,4,0B TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING NG EATHER 3ARRIER & ILY SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY EXT-1 TYPICAL SLIDING GLASS DOOR FLASHIN GRP2.4.00 N.T.S. OPTION - A FLASHING CANT STRIP SILL PLATE SEE I WALL SHEAThauw vviin WEATHER RESISTIVE BARRIER NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT EXT-5 EXTERIOR OPENING OR BEAM GRP2.4.00 N.T.S. (EXT-5) DETAIL (EXT-1) CONT. DRIP EDGE ACROSS DOOR HEAD TO DIVERT RAIN NOTE: HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN A: NECESSAF CORNERS FLASHING WEATHER RESI; jj,TAPE (ASSEMBL D -n C@ WINDOW) T N x x z z NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE WEATHER NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 EXT-2 TYPICAL WINDOW FLASHING DETAIL GRP2.4.00 N.T.S. (EXT-2) WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR HEAD DRIP DETAIL RP2.4.15C (EXT-6) WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW HEAD DRIP DETAIL (EXT-7) FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PAN FLASHING LU Z g N N w LU i =z w w V `a,Nu lot, -_- - - '�,: alas -•.� � '�'Satya+a�` Wo Mm w� O N N co 0 ^^ O LL W QGJ� N W g iJ�LL"O d� ZJ rn J 3 0 WL moQ 0, Z q m m -U'(o�^odum ¢¢a z WN N ¢ 1 W W W.FDSENOCOM b U ❑ Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. LOP) J Q H W PLAN # / ORIENTATION SERIES NAME: PLAN NAME: LAST REVISION SHEET# GRP2a4a0C UE O AN,X w ,1\11111,,, , It N Rai v ; -_-- -- o �0•• TAT OF �_` SIONP� N FD ro N� G M LL O�nh J t Z K Q m m v 6 0 W^� m � a W W W.FDSENGCOM U U Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright In these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. GO Z O N H a V W (' Vf PLAN # / ORIENTATION 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP2 43 FRIG. HOOKUPS KITCHEN 3 32" TUBISHOWOWER ICI _l 1'-31 /2" 14' 6-4" 5 0, BATH 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT W36 30 W36 30 W3012 W36 30 \ �I \ MICROWA'JE \ I I I I � / ELECTRIC � � RANGE 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT 2 -KITCHEN2 112 1-0"AT 22 X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT BATH 2 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT KITCHEN 1 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT W it 4 my* Uj o p. iA Ov. ti NN H JZ � O Q ❑ _ n cn Z= z 0 �LL WLo< O MJ�� Z0n a W N M Ll 03 WWW.FDSF G.CGM d U Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. z 0 a N W J W ca cc cc W H Z PLAN # / ORIENTATION 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP2 51 GFI IWP) SERVICE DISCONNECT ELECTRICAL -1 ST FLOOR - ELEV'B' 0 114" =1'.0" AT 22" X 34" LAYOUT 118" =1'-0" AT I I" X 17" LAYOUT GENERAL NOTES 1. INSTALL ARC FAULT CIRCUIT -INTERCEPTORS 6 TAMPER RESISTANT RECEPTACLES, RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 201.12 & 406,12 2, ALL ELECTRICAL EQUIPMENT TO BESET AT OR ABOVE BASE FLOOD ELEVATION, 3. ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI. 4, ACIDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING A FOSSIL - BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 19 OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9B-3,0412. INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 1402 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1400 SF GENERAL LIGHTING @ 3W 1 SO, FT. 4200 1 WATERHEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 MICROWAVES 1630 0 CENTRAL VACUUM 0 0 MINI FRIG AND ICE MAKER 0 0 JENN AIRE 0 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 35, 117 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 % (25,717) 10287 20287 HEAT LOAD 8750 W 5688 65% A/C LOAD 2.0 tons 3750 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 25,975 VA DEMAND LOAD AMPERES 108 C,a 240V NEUTRAL DEMAND AMPERES 74 ELECTRICAL LEGEND FIXTURES CEILING 9 OUTLET-110V OUTLET - TV WALL LIGHT GARAGE DOOR O SMOKE DETECTOR OPENERPREWIRE OUTLET-110V (� GROUND FAULT OUTLET • PHONE T LIGHT BAR (0 FLUSH MOUNT SIC SMOKE DETECTONCO2 0 INTERRUPTER ct OUTLET-110V GROUND FAULT C3 COACH LIGHT 0 SURFACE CAN LIGHT � BATHROOM INTERRUPTER SWITCH SINGE POLE FRONT DOOR EXHAUST FAN p WATERPROOF OUTLET - 220V SWITCH - 3 WAY COACH LIGHT - n ® 1 J REAR DOOR C` \` OPTIONAL FLUORESCENT FAN PREWIRE i'X4' 2lAMPS �4 SWITCH -4WAY METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R WIRE SCHEDULE 200 AM' 1 TO POWER CO, TRANSFORMER INSIDE PANEL 2 04 BARE COPPER 310 SER AL (FOR 150 AMP) 3 OR Oro SERAL (FOR 200 AMP) PER NEC 3 1 2 INTERSYSTEM BOUNDING TERMNATION AS PER NEC 250.94 GRADE TO POWER CO. TRANSFORMER BOND TO FOUNDATION STEELAS PER NEC 250.520) BY UTILITY COMPANY ELECTRICAL RISER DIAGRAM NOT TO SCALE PANEL SCHEDULE # # # DESCRIPTION # 1 AHU WITH HEATER 50 AMP #6 1 2 RANGE 40AMP #8 2 3 3 4 4 5 DRYER 30AW #10 5 6 ACU 30AMP #10 6 7 7 8 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 12 DISHWASHER 20AMP #12 12 11 13 BATH GFCI 20AW #12 13 14 SM APP #1 20AMP #12 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 27 BED 3/ BATH 15AMP #14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 32 0 w s -_ LU - -- e <o Wo MA o tV N N m S 0 Z LL `a L7JLLLL Z z _ 50 a cUlwv W L gU Z5 qq� mm o�a^,d da J WN CN Uj N L WWW.FDSENG.COM 0 ❑ ❑ Lakewood Park Job 5723 Lot 0023 Block 0057 8207 Fort Walton Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. CD Z ®C O m J y� N 06 J Q C7 V CC iF— V .-. ■ . s PLAN # / ORIENTATION: 3811449 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET # GRP2 6,2 REVISION SUMMARY STRUCTURAL DESIGN CRITERIA IIIL N0. DATE REVISION DESCRIP'iIION DESIGNER /� CODE CRITERIA CENTURY • FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. �lwete * FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) * FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) * NFPA 70-17. NATIONAL ELECTRICAL CODES. (NEC 2017) * BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14). 3091 GOVERNORS LAKE DR. • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16), SUITE 300 • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13). NORCROSS, GA 30071 • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION. PHONE: 336-282-3606 * WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION. * APA PLYWOOD DESIGN SPECIFICATION E30.16 W)H, LLL © 2020 * AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7.16 * ALUMINUM DESIGN MANUAL -AAF-20 �Bw€ ° I jtjW� GENERAL ROOF LOADING �g�M<s.\GLN�e ' SHINGLE METAL TILE HEAVY g � w No ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF)o P TOPCHORDLL 20 20 20 20�=o m OF CENTURY COMPLETETOP CHORD DL 10 10 15 25 oa Z Q; BOTTOM CHORD LL* 0 0 0 0s, F v�' Iw , , LOP,, BOTTOM CHORD DL 10 10 10 10 €_'�°�+P� °J TOTAL(PSF) 40 40 45 55 s- BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W1 HEAVY STORAGE 50 ABBREVIATIONS ATTICS W/NO STORAGE 10 SG (NON -CONCURRENT) �8 NG d G h LL A.B. Anchor Bolt Fir. Sys. Floor System PSF Pounds per square foot NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN G4 Z. w Abv. Above F.O.M. Face Of Masonry P.T. Pressure Treated APPROVAL FROM FOR OR INDICATED ON PLAN a Adj. Adjustable Ft. Foot /Feet Red. Radius 3811449 MODEL B H d M v '- w N A.F.F. Above Finished Floor Ftg. Footing Req'd. Required ALT. Alternate Gaiv. Galvanized Rm. Room GENERAL FLOOR LOADING 120 g�< ° Bm. Beam G.C. General Contractor Rnd. Round BlBeam Bottom of Beam G.F.I. Ground Fault Intefilupter S.F. Square Ft. TOP CHORD LL 40 (PSF) COMMENTS: Z 8 a a CIL Erg. Bearing G.T. Girder Truss SHT Sheet TOP CHORD DL 10 (PSF) p M Cant. Cantilever Hdr. Header S.L. Side Lights BOTTOM CHORD LL 0 (PSF) u " (5 < 3 Cir. Circle Hgt. Height S.P.F. Spruce Pine Fir BOTTOM CHORD DL 5 (PSF) CIg. Ceiling Int. Interior Sq. Square ocoM CJ Control Joint K/Wall Kneewall S.Y.P. Southern Yellow Pine SPECIAL. FLOOR LOADING www.r°s Col. Column L.F. Linear Ft. Thik'n. Thicken GAME ROOM / READING ROOMS 60 (PSF) COMMENTS: Cont. Continuous Mas. Masonry T.O.B. Top of Block BALCONIES/ DECKS 40(PSF) d. A SINGLE CONCENTRATED LOAD LOT 23 BLK 57 Dbl. Double Max Maximum T.O.M. Top of Masonry BALCONIES OVER 100 SQ:FT 100(PSF) APPLIED IN ANY DIRECTION AT ANY LIGHT STORAGE 125(PSF) POINT ALONG THE TOP. LAKEWOOD PARK Ea.Each M.L. MiDiameter Min Minimum T.O.P. Top of Plate GUARDRAILS AND HANDRAILS 200(LBS)(d) f. BALUSTERS AND PANELS FILLERS 8207 FT. WALTON AVE. Ea. GUARDRAIL IN -FILL COMPONENTS 50 (LBS)(1) SHALL BE DESIGNED TO WITHSTAND E.W. Each Way Mir. Mirrrorror Typ. Typical Trans. Transom Window STAIRS / NON SLEEPING ROOMS 40 (PSF) A HORIZONTALLY APPLIED NORMAL FT. PIERCE, FL 34951 Elec. Electrical Mono Monolithic U.N.O. Unless Noted Othervvise SLEEPING ROOMS 30 (PSF) LOAD OF 50 POUNDS ON AN AREA Elev. Elevation N.T.S. Not to Scale Vert. Vertical LIBRARIES -STACK ROOMS 150(PSF) EQUAL TO 1 SQ. FT. E.O.R Engineering or Record O.C. On center V.L. Versalam HABITABLE ATTICS SERVED Ext. Exterior Opn'g. Opening VTR Vent through Roof w/ FIXED STAIRS 30(PSF) Exp. Expansion Opt. Optional W Washer F.B.C. Florida Bldg. Code Pa Piece W/ With PASSENGER VEHICLE GARAGES 50(PSF) Fin. Fir. Finished Floor P.L. Parallam W.A. Wedge Anchor DEFLECTION CRITERIA Fir. Floor PLF Pounds per linear foot Wd Wood Fdn. Foundation Pit. Ht. Plate Height WP Water Proof ROOF TRUSSES* LU360 ROOF RAFTERS LL/180 TU120 12TU0 COMMENTS: ROOF RAFTERS O CLG) /L/360 T40FLLOOR TRUSSES/EE S U2 GENERAL STRUCTURAL NOTES FLOORI-JOIST*** LL/480 TU240 TERMITE SPECIFICATIONS *TLMAX 2"UP To40FTSPAN ****TL MAX 1/4" DIFFERENTIAL BETWEEN *TL MAX 3/4" ADJACENT TRUSSES CAST IN PLACE REINFORCE CONCRETE STRUCTURAL STEEL ***TLMAX 1/2" SECTION R318 PROTECTION AGAINST TERMITES Y REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESS E STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE WIND LOADING CRITERIA TERMITE PROTECTION SHALL BE PROVIDED 8 0 PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED PLUS OR MINUS 1", AND HAVE 2 TO 5 /* AIR ENTRAINN ENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 STEEL: ASTM F3125, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURAL METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS EN S OF ALL TOP BARS OF BEAMS. BOLTS TO BE A325 U.N.O WIND SPEED (ULTIMATE) 124.0 MPH 202 REGISTERED TERMITICIDE). UPON COMPLETION OF THE 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EA WAY. 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA, TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO WIND SPEED (ALLOWABLE) 124.0 MPH CONSTRUCTION (SEE SECTIONEXPOSURE CATEGORY C APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EAR OR 1 1/2" TO FORM U.N.O. ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL BUILDING CATEGORY II ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS 5. FIBER MESH LENGTH SHALL BE O TO 2", DOSAGE A OUNT SHALL BE FROM 1,0 TO 1.5 LBS PER CUBIC YARD IN ACCORDANCE WITH THE BUILDING TYPE V BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE MANUFACTURER'S AND SHALL COMPLY WITH ASTM 1116 3. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT' CONDITION , AS ENCLOSURE CLASSIFICATION ENCLOSED THE FOLLOWING STATEMENT: "THE BU PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS 6. ALL REINFORCING STEEL / STIRRUPS AND TIES BHA L BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ DEFINED IN THE SPECIFICATION, SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" INTERNAL PRESSURE COEFFICIENT- +/- 0.18 AND CONSUMER SERVICES." A615M GRADE 60 U.N.O. REINFORCING FOR FOOTIN SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORT. TOP DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURENOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR REINFORCING SHALL BE POSITIVELY SUPPORTED B TEMPORARY STRINGERS. DOWELS FOR COLUMNS &FILLED CELLS SHALL BE SECURED IN ASTM A36 OR A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER 2 STORY HOME IS SOFT PLACE BY USING ADDITIONAL CROSS- REINFORCIN TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET NOTES: PER DETAIL MS08/L1. WELDS SHALL BE 3/g' UNO. ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS T. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE WAS USI D IN. THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY 4. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND MUST FIRST CONTACT THE ENGINEER OF RECORD R WRITTEN APPROVAL. MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. AND CLADDING WIND PRESSURES AND SUCTIONS PRODUCTAPPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 8, WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) 5. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE ft 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED RESIDENTIAL IS TO BE IMPLEMENTED, F303.4 CONC ETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND SPRAY -ON FIRE PROTECTION.. FOR MEAN ROOF HEIGHT:5 6O PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 6. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND PRESSURE AND 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. WIND AREA (+) VALUE DENOTES PRESSURE SUCTION DIAGRAM MASONRY PRE ENGINEERED WOOD TRUSSES (SQFEET) ()VALUE DENOTES BUCTQN AREA 4 5 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE 10 -19.99 M 11.8 ® (+) 38.8 STRENGTH OF 2000 PSI (Pm = 2000 PSI) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR (-)42.0 (-) 51.8 (+) 37 2 MORTAR SHALL BE TYPE "S", CONFORMING TO AST C270-14A. ANCHORS PER STRUCTURAL PLAN 20 - 49.99 OCR O (+) - -NOTICE TO BUILDER AND ALL SUBCONTRACTORS- - 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR (-) 39.2 (-) 47.6 .6 S" AS RECOMMENDED BY THE NAL FOREST ODUCTS ASSOCIATION. DAYS OF 3000 PSI SLUMP 8" TO REINFORCEMENTUS MASONRY BE AS NOTED ONNS ARE REQUIRED DURING THEDRAWINGS WITH THE CELLS FILED WITH COARSE GROUT. 3. TRUSS MEMBERS AND CONNECTIONS SHALUCTION STRESS -GRADE LUMBER AND ITS L BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO 50 - 99'99 (+) 37.8 (-) 43.4 I� O 4. GRADE 60 U.N.O. VERTICAL RE ~ IT IS THE INTENT OF THE ENGINEER LISTED IN THE TITLEBLOCK OF THESE DOCUMENTS THAT THESE 5. GRADE 60 U.N.O.VERTICAL REINFORCEMENT SHALL E HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1 OFT WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. > 100 © (+) 32.9 O (+) 32.9 DOCUMENTS BE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY WHICH EVER IS LESS. REINFORCING SHALL BE PLA ED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. - 35.0 - 39.2 C� l ATTEMPT HAS BEEN MADE TO PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS ARE 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS061L1, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE GARAGE DOORS* SOFFIT REQUIRED TO: 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND AM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: 9'-0" x 8'-0" 16'-0" x 8'-0" 1. REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF ELT PAPER AS A STOP IS PROHIBITED. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED. WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. COMMENCEMENT OF ANY WORK. THE ENGINEER ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, 8. TEMPORARY BRACING AND SHORING OF WALL TO P ROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. (+) 34.0 (+) 32.6 (+) 38.8 DIAGRAM OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE ENGINEER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPA NG SHALL BE ABOVE AND BELOW ALL WALL OPENINGS SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS - 38.5 - 36.4 (-) 51.8 PRIOR TO CONSTRUCTION, 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALI S FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14 LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL GENERAL PRESSURE NOTES z 2. SHALL STRICTLY OBSERVE ALL APPLICATION CODES DURING THE COURSE OF CONSTRUCTION 11. CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT B MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR O INCLUDING ALL STATE, CITY, AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, WATER LOSS AND SETTLEMENT HAS OCCURRED. G OUT SHALL BE FLUSH WITH TOP OF WALL FABRICATION. NOTES: g W PLUMBING AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS PRIOR TO 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS 1. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND 00 2 Q COMMENCEMENT OF WORK. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS, PRESSURES. O 0 Q 3. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS WOOD 2. "a" =END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * AND METHODS OF CONSTRUCTION, TECHNOLOGIES, OR THE CONTRACTION TO CARRY OUT THE INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS OR RELATED CODES. 1. ALL EXTERIOR WOOD STUDS WALLS, BEARING WAL S, SHEAR WALLS, AND MISC. STRUCTURAL WOOD FRAMING MEMBERS,(I.E. BLOCKING OR GABLE UPLIFT CONNECTORS 4. THE FRAMING PLAN SHOWN INDICATES THE "TRUSS SYSTEM" AND IS THE RESPONSIBILITY OF THE END BRACING) SHALL BE EITHER AS SPECIFIED IN P AN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. LAN # ORIENTATION AL O RECORD). THE TRUSS DESIGN ENGINEER MATERIAL SHALL BE USED. AT A MINIMUM, ALL WO STRUCTURAL FRAMING MEMBERS SHALL BE SPF #2. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR TRUSS SYSTEM ENGINEER (DESIGN PROFESSION F ) GREATER AND IS CONSIDER TO BE IN THE WIND -BOURNE DEBRIS AREA. DELEGATED ENGINEER HAS FINAL, RESPONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSS 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTEN D FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR 1402 BLK PROFILE, AND IS TO SUBMIT A FINAL SET OF TRUSS ENGINEERING SIGNED AND SEALED TRUSS FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY O THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE PERMITTING. DRAWINGS TO DESIGN PROFESSIONAL OF RECORD FOR REVIEW PRIOR TO FABRICATION 3. ANY WOOD FRAME. INTERIOR BEARING WALL STUD THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION WALLSAND STRUCTURAL PLANS FOR MORE INFO. 5. ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES WITH IN THIS PLAN SHALL BE BROUGHT SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBI LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. SHEET INDEX SERIES NAME: TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO 4. MANY OF THE NEW PRESSURE TREATED WOODS U E CHEMICALS THAT ARE CORROSIVE TO STEEL IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD REPAIR NOTES CONSTRUCTION. VERIFY THE TYPE OF WOOD TREATMENT AND TO S LECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, DIAMOND 6. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED R STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET' EPDXY SO NOTES & SCHEDULES DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH ARTH OR CONCRETE TO BE PRESSURE TREATED. ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE BE DIRECTED TO OUR QUALITY ASSURANCE MANAGER AT 321-972-0491 IMMEDIATELY. NO BACK 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTj kCT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. S1 FOUNDATION PLAN B PLAN NAME: CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE THE ENGINEER WITHOUT WITHOUT WOODEN TOP PLATES. 2 FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE. OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO ADVANCED NOTIFICATION AND APPROVAL BY THE ENGINEER. PAYMENTS WILL BE MADE IN 7, SEE PLAN FOR STUD PACK AND BEAM NAILING PAT ERNS S2 ROOF FRAMING PLAN B ACCORDANCE TO THE TERMS OF THE AGREEMENT. 8. ALL ENGINEERED LUMBER TO HAVE THE FOLLOWIN MIN VALUES U.N.O. THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE 3811449 PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING L1 LINTEL PLAN B MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN GLULAM BEAMS: SP/SP 24F-V5 LAYUP (1.7E FB= 400 PSI) MIN. THE NORMAL WAY DURING BOND BEAM POUR, L2 LINTEL CHART & NOTES 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SH R WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO LAST REVISION 9.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR SB FOOTING). SIN NOTES $SCHEDULES 9.2. FLOOR SHEATHING: T&G A-C GROUP 1 APA RA D (48/24) SHEATHING SHALL FINISH FLUSH T ERIOR WALL FACE. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH M16FORSIMPSON MTSMLIFTS L TWIST STRAP W/ (4)'O NE TITENS TO 2.01 9.3. WALL SHEATHING: 7/e" STRUCTURAL I OSB EXP SURE 1 OR t%32" RATED OI B EXPOSURE 1 (SP-. FIC GRAVITY, G=0.50, MIN.). A MINIMUM Y8 SPACE MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSSCREW FOR UPLIFTS LESS THAN 1S ON IF CORNER STRAP IS FD2 FOUNDATION DETAILS L IS RECOMMENDED BETWEEN PANELS AT EDGE AND END JOINTS TO ALL()W FOR EXPANSION R R604.3 SHEATHING SHALL NOT BE USEDAS MISSED, CONTRACTOR IS TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SOB SCREWS AND (5) 1/4" x 2 1/4"TITENS ONE EACH SIDE OF TRUSS. WEATHER RESISTANCE BARRIER UNLESS SPE IFIED. 5. NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONSFLOOR FRAMING DETAILS SHEET # WOOD SHEATHING WITH tY" LONG, 11 GAGE NAILS AVING A 1s"HEAD OR 1 i ' LONG 16GAGESTAkOR WOVEN WIRE LATH SHALL BE ATTACHED 62 ARE MISSED CONTACT THE FOR FOR AP IS ISSED 10, LATH AND LATH ATTACHMENTS SHALL BE OF CORR SION-RESISTANT MATERIALS. EXPANDED ME7�'^ � n ram, SPACED IN ACCORDANCE WITH ASTM C1062 6. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) OR C1787, OR AS OTHERWISE APPROVED REF. 202 FBC-R-R703.7.1 . 16d x 21/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAM®_STUD LOCATIONS.so op 14'-2" 3'-0" 37'-1 1/2" 19'-11 112" o ih FM01 FM15 D1 D1 I ,TYP.@ O I FM01 @FMPATIO D1 0 r, -4" I m r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II I I I I I I■ F O I F2.0 F L_� — Lr_J _ FtlLLED CELL SPACING TO BE 6'18" O.C. MAX. FM20 I D1 y � �- - I P. ■ —" - --- — - � FF 0 f I FM ■ — — — — --. — j — I Aiwi ■ FM01 O 1 D1 I I r- it _J FM 2 I D1 r,,-------------------------J■ I F-4" I I I I I ■ I I I I I I I I II I■ ■ I �--... I I FM02 1 I p II FM12 I I L� D1 _ I ■ l I I f i I I NO RECESS! F2 0 I — ■ FM15 I D1 —L I I I ■ iv 1A -4" FM02 I I D1 MS12 MS12 I I I ' I L2 L2 N L— ------ ---I L----------- --- ------ —� _- - : ■ ■ -' ■ ■ f� ■ ■ Soso ■ ■ ■ 0 i%a O FM01 I FM09 I ITD m 1'-11/2„ D1 —I I—L 0 M o F-1 —-- r---� ■---- I = o I■ F2.0 1 r1121 F0PORCH ' 1'-0" 4'-0" 4'-T 1'-0 4'-S 1'-0" 1'-4 37-1 1/2" 15'-2 112" FOUNDATION PLAN B 7-2 1/2" e FOUNDATION LEGEND SYMBOL DESIGN DESCRIPTION dll��l��{III INDICATES FILLED CELL w/3000 PSI CENTURY . CONCRETE CONSTRUCTED PER DETAIL MS01/SN AND SPACED PER PLAN INDICATES CONCRETE FOOTING w/ MINIMUM SOIL BEARING CAPACITY OF 2000 F#.# PSF. REINFORCE PER GENERAL 3091 GOVERNORS LAKE DR. FOUNDATIONS SCHEDULE ON SHEET SN SUITE 300 FOR DESIGN SPECIFICATIONS. NORCROSS, GA 30071 PHONE: 336-282-3606 INDICATES %" x 1" SAWED CONSTRUCTION — JOINT COVERING A 12'x12' SQUARE WJH, LLC © 2020 MAXIMUM INDICATES STEP IN FOUNDATION, VERIFY „c #" PER ARCHITECTURAL PLANS CONSTRUCT om ge vv 'p�� rO�R `\\ PER PLAN SECTION CUT AND DETAIL F ow.�` QP•.' 4!A S C ' •� § SHEET DI 4" 2500 PSI CONC. SLAB w/ FIBER REINF.N'==h OVER 6 MIL VISQUEEN VAPOR BARRIER & FIN. FLR. TREATED FOR TERMITES. SEEe FOUNDATION SCHEDULE ON SN RIH «oo �� oOff'^\ I INDICATES BUILT UP COLUMN, SEE FRAMING PLAN FOR SIZE, DETAIL WF37/SN ® FOR PLY ATTACHMENT, AND UPLIFT CONNECTION SCHEDULE ON SN FOR CONNECTION TO SLAB m GENERAL NOTES: 1. TYPICAL CORNER FRAMING PER DETAIL FM19/D1 F c d w 2. SEE ARCHITECTURAL PLANS FOR ALL SLAB STEP. z w DEPTHS IF SHOW SHOWN WITHIN THESE DOCUMENTS. LL a q N N c I°WE 0°JLLLL�a� z_90, YJ � Q FILLED CELL NOTES: ¢ t m o a 0 o m 1. PLACE FILLED CELLS AT ALL BUILDING CORNER, o m o 4 ¢ UNDER GIRDERS, BOTH ENDS OF EXTERIOR WALL K o N OPENING, AND WHERE INTERIOR BEARING WALLS u� d � ARE PERPENDICULAR TO EXTERIOR MASONRY WALL. El 1:1 2. PLACE 1-#5 IN FIRST TWO CELLS ADJACENT TO ALL WW YDSENG COM OPENINGS LARGER THAN 8'-0". FILL CELLS SOLID. 3. PLACE 145 WHERE WOOD BEAMS CONNECT TO MASONRY WALL LOT 23 BLK 57 4. NO NOT PLACE FILLED CELLS DIRECTLY IN LINE w/ LAKEWOOD PARK STOVE VENT 5. REFER TO FLOOR PLAN FOR EXACT WINDOW / DOOR 8207 FT. WALTON AVE. LOCATIONS. CONTRACTOR SHALL ADJUST FILLED FT. PIERCE, FL 34951 CELL SPACING SHOWN ON THIS DRAWING @ WINDOWS & DOORS TO ACCOMMODATE ROUGH OPENINGS IN CMU WALL. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE E.O.R. OF ANY WINDOW OR DOOR LOCATION DISCREPANCIES BETWEEN THE FLOOR PLAN AND THIS DRAWING. PLAN KEY NOTES u 12" SQ. CMU COLUMN w/ (1) #5 IN OPPOSITE CORNERS BUILDER NOTE_ ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO COMMENCEMENT OF CONSTRUCTION WALL TYPE SYMBOL I DESIGN DESCRIPTION 2x_ INTERIOR BEARING SHEARWALL - SEE BEARING WALL SCHEDULE ON SHEET SN FOR REQUIREMENTS. INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN 01 MASONRY WALL TOP @ 8'-0" Z co � o m o LAN # / ORIENTATION 1402 BLK SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.01 SHEET # SCALE: 1 /4" = 1'-0" @ 22x34 SCALE: 1/8" = 1'-0" @ 11x17 si — —..__-1 F- II II II II II II II II II II II D _ — t=r — ■ II II II II II II II I II II If II a RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft MAIN FLOOR LEGEND SYMBOL DESIGN DESCRIPTION /INDSPEED (ULTIMATE) IIND SPEED (ALLOWABLE) XPOSURE CATEGORY 160.OMPH 123.9 MPH C 2 BW# INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN, SEE ARCHITECTURAL PLANS FOR WALL WIDTH, 2X4 MINIMUM U.O.N. EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQFEET) (-) VALUE DENOTES SUCTION e=4ft [4:12]-[6'12] AREA ROOF 1 2e 2n 2r 3 3e 3r �,y �, HIP -49:98 -68.93 -68.93 -68.93 @'� x- 10 'k GABLE -4s.95 -49.95 -79.64 as.64 a9.sa -10264 0/ C# INDICATES BUILT UP COLUMN, SEE FRAMING PLAN FOR SIZE, DETAIL WF37/SN FOR PLY ATTACHMENT AND UPLIFT ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r �j ® CONNECTION SCHEDULE ONSNFOR 6" C ON EDGE AND 6" O C IN FIELD / CONNECTION TO SLAB tlIII{��IIII CENTURY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 ZONE 1: ASTM F1out RSRS-03 (1od) NAILS @ o.. \ INDICATES NO BOTTOM CONNECTOR PHONE: 336-282-3606 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-03 (10d)NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD © C# REQUIRED. ATTACH BASE w/(4) 12d ZONE 3, 3e, 3r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD TOENAILS. WJH, LLC 0 2020 ROOF SHEATHING: C J) INDICATES AN OPENING HEADER SHINGLE:1%2" EXP. 1 (40/2o) H# CONSTRUCTED PER HEADER SCHEDULE TILE: 1%2' EXP. 1 09/20) © ON SHEET SN NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %2' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t5/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2X2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (Y x .120") NAILS 7f�f— ft 3. GABLES. DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ IT O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 6yQamu .rrrn INDICATES STRUCTURAL BEAM SEES l3# DESIGN AND ATTACHMENT � � J� Y3 c , SPECIFICATIONS PER BEAM SCHEDULE a�a � 7 fig" ON SHEET SN. Elk D q OUPLIFT INDICATES UPLIFT CONNECTOR. SEE CONNECTOR SCHEDULE ON 4 xis 6 ps 5 p�§ SHEET SN es ,, . L O R� ' CC INDICATES WINDOW PRESSURE- O SEE SO FOR MORE INFORMATION. f O B INDICATES LINTEL PER LINTEL PLAN L1 ® t FRAMING NOTES: %z �i 1. SEE WIND SPEED CHART ON SN FOR WINDOW 0 N o ° a PRESSURES e J GENERAL NOTES: 0 0 ? g 1, THE FRAMING PLAN SHOWN INDICATES THE "TRUSS u 1$ 8 m m SYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSS Um 102,p 0 a um SYSTEM ENGINEER (DESIGN PROFESSIONAL OF ZN M < T RECORD). THE TRUSS DESIGN ENGINEER ° o J (DELEGATED ENGINEER) HAS FINAL, RESONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSS PROFILE, wwwEvsLmc:coM AND IS TO SUBMIT A FINAL SET OF TRUSS ENGINEERING SIGNED AND SEALED TRUSS DRAWINGS TO DESIGN PROFESSIONAL OF RECORD LOT 23 BLK 57 FOR REVIEW PRIOR TO FABRICATION LAKEWOOD PARK 2. INSTAL TEMPORARY & PERMANENT TRUSS BRACING 8207 FT. WALTON AVE. IN ACCORDANCE w/ THE MORE STRINGENT FT. PIERCE, FL 34951 REQUIREMENTS OF THE TRUSS SUPPLIER DETAILS, THE DETAILS SHOWN ON DWG. D2 OF THE STRUCTURAL DRAWINGS, OR THE REQUIREMENTS OF BCSI. 3. ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES WITH IN THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO CONSTRUCTION. 4. SEE SHEET SN FOR DESIGN SCHEDULES AND NOTES: FOUNDATION SCHEDULE / COLUMN SCHEDULE / BEARING WALL SCHEDULE / BEAM SCHEDULE / HEADER SCHEDULE / CONNECTION SCHEDULE / FLOOR AND ROOF NOTES. PLAN KEY NOTES BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE ` — — TRUSS MANUFACTURERS LAYOUT ----ST P----- _ AND CALL THE ENGINEER OF RECORD PRIOR TO o _ — PLACEMENT OF ANY TRUSSES. M WALL TYPE SYMBOL DESIGN DESCRIPTION o 2x_ INTERIOR BEARING SHEARWALL - SEE 2 II II I L212 BEARING WALL SCHEDULE ON SHEET SN LI FOR REQUIREMENTS. INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN W801 MASONRY WALL TOP @ 8'4" D2 O TYP. ROOF FRAIV ING PLAN B. SC 4LE: 1 /4" = 1 r-0" @ 22x34 SC ALE: 1/8" = V-0" @ 11x17 Z Ln � W U Q W # / ORIENTATION 1402 BLK SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.01 SHEET # S2 TOP KNOCK OUT/LINTEL BLOCK COURSE w/145 TOP, MIN GROUT GENERAL CONCRETE LINTEL SCHEDULE LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY AND LOTTS. Q Lu QQ U N Z U0 QO °e • #5 REBAR @ BOTTOM OF LINTEL CAVITY, WHEN APPLICABLE BOTTOM REINF. PROVIDED IN 75/8" ACTUAL LINTEL (VARIES) 8" NOMINAL TYPICAL LINTEL DETAIL F = FILLED w/ GROUT U = UNFILLED CELL R = RECESSED QUANTITY OF #5 REBAR(BOTTOM) 8F16-1 B/1 T QUANTITY OF #5 REBAR (TOP) NOMINAL HEIGHT NOMINAL WIDTH TYPE DESIGNATION I LINTEL DESIGNATION SCHEDULE I LINTEL DESIGN MARK LINTEL DESIGN FG) 8RF6-OB/1T O 8RF14-OB/1T O 8F8-013/1T O 8F16-013/1T O 8RF14-1B/1T 0 8F20-013/1T O 8F16-1B/1T O° 8RF22-OB/1T O 8F20-iB/iT OP 8F24-OB/1T O 8RF22-1B/1T O 8RF30OB/1T O 8F24-1B/1T O 8F32 OB11T O 8RF30 1B/1T Os 8F28 1B/1T Di 8F32 16/1T O 8F40 1B/1T i 8F12-1 B/iT OG 8F162B/2T GENERAL INSTALLATION NOTES: 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED 3. INSTALLATION OF LINTEL MUST COMPLY w/ THE ARCHITECTURAL AND STRUCTURAL DRAWINGS 4. U-LINTELS ARE LOCATED MANUFACTURED w/ 5Y2" LONG NOTCHES AT THE END TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING, 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER w/ NOMINAL HEIGHT OF 8" MEET OR EXCEED U180 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY 7. T32' 0 WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE 8. CAST -IN -PLACE CONC. MAY BE PROVIDED IN COMPOSITE LINTELS IN LIEU OF CMU 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. FLORIDA APPROVAL NUMBER 158.1 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-926 OR OTHER APPROVED COATING 12. LINTELS LOADED SIMULTANEOUSLY w/ VERTICAL (GRAVITY AND UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE FOR COMBINE LOADING WITH THE FOLLOWING EQUATIONS: APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD < 1:0 -SAFE — VERTICAL LOAD SAFE HORIZONTAL LOAD GENERAL MATERIAL NOTES: 1. fc PRECAST LINTEL = 3500 P.S.I. 2. fc PRESTRESSED LINTEL = 6000 P.S.I. 3. GROUTED PER ASCM C476 fg = 3000 P.S.I. w/ MAX 3/" AGGREGATE AND 8" TO 1 V SUMP 4. CMU PER ASTM C90 w/ MIN NET AREA COMPRESSION STRENGTH = 2000 P.S.I 5. REBAR PER ASTM A615 GRADE 60 6. 270 LOW RELAXATION 7/32" WIRE PER ASTM A510 7. MORTAR PER ASTM C270 TYPE M OR S GENERAL LINTEL NOTES: 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2, 145 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EACH END BASED ON CAST CRETE, LOTTS, AND QUALITY LINTEL SPECS. 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS, ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD. DIMENSIONS SHOWN ARE CLEAR SPAN ONLY WALL TYPE SYMBOL DESIGN DESCRIPTION 2x INTERIOR BEARINGSHEARWALL -SEE BEARING WALL SCHEDULE ON SHEET SN FOR REQUIREMENTS. INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN MASONRY WALL TOP @ 8'-0" 0 D D O u C n D C J LD LINTEL PLAN B SCALE; 1/4" = V-0" @ 22x34 SCALE; 1 /8" = V-0" @ 11 x17 I O 4000 L all�� IVu CENTURY e 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH,LLC @ 2020 TO, •' gNS gf�:• NG g%/ i 0 •a;i:;lf A54i\ 4 gm SO W N o� LL a N OJ o z ¢ s m 5 3 O C c m o¢ O� W$'m��7 m m Z°irn IL ¢ a ryry am N U J M ZN M r U W b N U W W W.FDSENG.COM LOT 23 BILK 57 LAKEWOOD PARK 8207 FT. WALTON AVE. FT. PIERCE, FL 34951 z &i � w � O O Q I # / ORIENTATION 1402 BLK SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.01 SHEET # L 1 SEE PLAN FOR TOP OF WALL AND LINTEL INFO V.V. J I HUV CRCU OPENING, SEE PLAN 2x8 LEDGER #2 SYP (P.T. IF MAS.) w/ (3) 16d NAILS TO STUD OR (2) 1/4"x31/2" TITENS TO MASONRY @ 16" O.C. 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE 8"CMU WALL OR- 2x4 #2 SYP STUDS @ 16" O.C. #5 REINF. BAR w/ 1%" RADIUS @ 900 BEND 10" #5 STD. 90° HOOK LINTEL, SEE PLAN %e'O.S.B. EA. SIDE 2x BLWG TO O.S.B. w/2-8d EA. END EDGE VIEW NOTE: SEE ARCH. DWG'S. OR ALL RISER AND TREAD DIMENSIONS, HANDRAIL & UARDRAIL INFORMATION, AND FINISH REQUIREMENT . ALL HANDRAILS & GUARDRAILS SHALL BE S I PLIED. BY THE CONTRACTOR AND SHALL BE DESIGNED TO RESIST SINGLE LOADING 200-POU D CONCENTRATED LOAD APPLIED IN ANY DIRECTIO AT ANY POINT ALONG THE TOP RAIL AS SPECIFIED IN ABLE R301.5 OF THE 2020 FLORIDA RESIDENTIAL SUI1 DING CODE, NOTCH STINGERS 3/4" PLYWOOD OR OSB ATTACHED TO FACE OF PRE-ENGINEERED TRUE INSTALL 2x BLOCK EA. SIDE @ CENTER STRINGER CONNECTION 1 FOR BEARING ON STANDARD (3) 2x12 (2) 2x12 HDR. STRINGERS W/ SIMPSON A34 FLOOR = CLIP 0 LANDING (USE (2) d SHEATHING SIMPSON A34 CLIPS EA. END (2) 2x HDR. --� S (3) Zx STUDS AT EA. END FOR BEARING CONNECTION (USE SIMPSON HUC212 FASTENED TO (3) 2x STUDS FOR HANGER CONNECTION) (ALIGN W/ BOTTOM OF LOWER STRINGERS) STANDARD (3) 2x12 STRINGE S W/ SIMPSON A35 CLIP AT LANDING (USE (2) SIMPSON A 5 CLIPS FOR CENTER STRINGE ) R302.7: UNDER STAIR PROTE TION ENCLOSED SPACE UNDER ST MRS THAT IS ACCESSED BY A DOOR ACCE 3S PANEL SHALL HAVE WALLS UNDER STAIR SURFACE AND ANY SOFFITS I IROTECTED ON THE ENCLOSED SIDE WIT 1/2" MIN.(1) 2X STUD @ TOP OF SIDE STRINGER (TYP.) (1) 2X12 #2 SYP SIDE STRINGER EA. SIDE OF STAIR (P.T. IF CMU WALL) - FASTEN TO EA. STUD W/ (3) 16d NAILS (MIN. (3) STUDS) OR TO CMU W/ (2) Y4"X3Y2" TITENS/TAPCONS @ 16" O.C. MAX. MID -STRINGER 1 WIDE STAIR (USE (2) 2X12 MID -STINGERS FOR. 4'-0' TO 5'-0' WIDE STAIR) - FASTEN MID -STRINGERS) TO BEAM W/ (2) SIMPSON A35 CLIPS OR SIMPSON LSSU210/USP LSSH210 HANGER (2) 2X12 #2 SYP BEAM REQ'D @ END OF LANDING FOR STRINGER CONNECTION - BEAR BEAM DIRECTLY ON (3) 2x STUDS OR FASTEN BEAM TO LEDGER W/ (2) SIMPSON HUC212-21USP HD212-IF HANGERS EA. SIDE MIN. (3) 2X STUDS REQ'D @ END OF — LANDING W/ MIN. (6) 16d NAILS FROM LEDGER TO STUD PACK FOR CENTER STRINGER) INSTALL 2x BLOCK EA. SIDE @ CENTER STRINGER CONNECTION STANDARD (3) 202#2 SYP STRINGER - SEE GENERAL STAIR FRAMING INFO. 2x FRAMED WALL - LOCATED AS PER — ARCH. DWG'S. ` 9'-0"MAX LANDING LENGTH 15'-0" MAX STRINGER LENGTH LANDING FRAMING PLAN GENERAL STAIR D02 SCALE: 3 "= 1'-0" @ 2244 SCALE: 3 "= V-0" @ 11x17 36" MIN LAP #6 REINFORCEMENT BAR #6 LAP SPLICE PRECAST LINTEL, RECESSED LINTEL WHEN REQ'D NOTE: MAY CUT BACK 2x8 P.T TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVED 1 TAPCON ANCHOR TO 2x8 MIN. 2x8 wl 2-16d TOE ' MASONRY NAILS EA, END WALL, SEE 7/16"OSB w/6d NAILS @ PLAN 16" O.C. TO SIDE AND TOP NAILER 2x BUCK, 2x4 SPF CONT. BLOCKING SEE MS11/L2 ATTACHED TO '/e' OSB w/ 2-8d NAIL OPENING, SEE PLAN � 25" MIN. LAP ,- Z 0 0 FLOOR SHEATHING 2x BOTTOM CHORD BLOCKING BETWEEN 1 ST TRUSS BAY @ EA. STRINGER SHIFT SLIGHTLYAS REQ'D. FOR STAIR FRAMING 2x BLOCKING @ EA. _% STRINGER CONNECTION STANDARD (3) 202 STRINGERS W/ SIMPSON A35 CLIP @ STAIR HEAD (USE (2) SIMPSON A35 CLIPS FOR CENTER STRINGER) TYP. HEAD OF STAIR FRAMING SECTION TREAD W/BULLNOSE SEE ARCH FOR MORE INFO MAX. RISER 7 314" MIN. TREAD DEPTH 10" P.T. THRUST BLOCK SECURED TO SLAB v 1/4"X31/2" TAPCONS @16"O.C. VAPOR BARRIER BETWEEN STRINGER & CONC. SLAB �� TYP. BASE OF STAIR FRAMING SECTION PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES SEE PLAN FOR MASONRY WALL OR WOOD WALL (TYP.) 2X8 #2 SYP JOISTS @ LANDING @ 16-O.C. W/ SIMPSON LUS26/USP JUS26 HANGER ON EACH SIDE 2X12 #2 SYP (P.T. IF CMU WALL) CONT LEDGER W/ (3)16d NAILS @ 16- D.C. MAX. TO EACH STUD. ((2) 1/4"X3 1/2" I I I ENw IAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) IONS & PLAN L #5 REINFORCEMENT BAR #5 LAP SPLICE TYP. REBAR SPLICE SCALE: 3/4" = l'-0"@ 22x34 SCALE: 3/8" = V-0" @ 11X17 20" MIN. � "I #3 OR #4 REINFORCEMENT BAR #3 & #4 LAP SPLICE FILLED CELL w/ 145 VERTICAL EA. CELL G (9' 5-Y2" DIA. x 8" "J" BOLT, MIN. 5 LOCATIONS CONT. WD TRIM 0' 2x6 P.T. WD JAMB TRACK MOUNTING DETAIL r� Y2"x8" A.B. w/2" WASHERS MIN. 5 PER JAMB, SET IN TYP. FILLED CELL w/ 245. 2x6 SYP12 P.T. -,I 0 OVERHEAD SECTION DOOR TRACK w/ 3/8"x1%" STEEL LAG BOLTS, MIN 6 PER TRACK TO JAMB, w/ WASHER m MS07 DBL LINTEL @ TRANSOM F01 MASONRY ARCH FRAMING (MS12 GARAGE DOOR INSTALLATION SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 3/4" = 1'-0" @22x34 SCALE: 3/8" = V-0" @ 11x17 SCALE: 3/8" = 1'-0" @ 11 x17 SCALE: 3/8" = 1'-0" @ 11x17 CAST CRETE OR QUALITY/ LOTTS LINTEL LOAD SPECIFICATIONS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C"T4 OR QUALITY/ LOTTS SAFE LOAD POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OE BF12-OB 8F16-0E BF20-OB 8F24-OB 8F28-OB SF32-OB 8F8-18 SF12-IB 8F16-16 8F20-1B 8124-1B 8F28-lB 8F32-1B 2'-10"(34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 489D 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(36) 7342(is) 8733(19) 10127(l9) 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168(a5) 6036(19) 7181(i0) 8328(2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825{1a) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (15) 9'-4" (112") PRECAST 554 699 1160 1625 2564 1 3486 2818 3302 752 1245 1843 2564 3486 4705(37) 6390 (a7) 10'-6"(126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3e) 4754(45) 1'-4"(136") PRECAST 362 582 945 1366 1846 2423 3127 1 4006 582 945 1366 1846 2423 3127 4006 12'-0"(144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4"(160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 4'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 5'-4"(184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4"(232") PRESTRESSED N.R. NRI NR NR NR NR 23750 1037 1282 51 515 1716 21'-4"(256") PRESTRESSED N R NRNR NR NR NR NR 18598 845 1114 1359 1468 22'-0" 264" PRESTRESSED ( ) N.R.16550 NNR NR NR NR NR 784 1047 1285 1399 24'-0"(288") PRESTRESSED N.R. NNR NR NR NR NR 12 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 3/16" X 3" 12" O.C. 1 2 x 6 3/16" X 3" 12" O.C. 2 2 x 8 3/16" X 3" 12" O.C. 2 NOTES: 1. TAPCONS TO BE 6" FROM END 2. FASTENING TO WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER 3. 1x BUCKS ARE NOT STRUCTURAL AND SHALL BE USED ONLY AS BLOCKING MS11 MASONRY BULK INSTALLATION SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 318" = V-0" @ 1107 'SIMPSON SP4 w/ (6) — 1Odx112"-SP6 FOR 2N5" WALLS, SP8 FOR 2N8" WALLS TYP. BOND BEAM 8" �j 8" x 16" K.O. LINTEL BLOCK FILL w/3000 P.S.I. CONC. w/1 #5 DIA. REBAR (U.N.O. ON PLANS) CMU WALL MONO OR STEM WALL FOUNDATION (AS PER PLANS) .�z wg FINISHED GRADE .i SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CCm'' OR QUALITY/ LOTTS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T BF12-1T 8F16-1T 8F20-iT 8F24-lT 8F28-IT SF32-IT 8F8-2T 8F12-2T 8F16-2T 8F20-2T SF24-2T BF28-2T 8F32-2T 2'-10"(34") PRECAST 1972 3173 4460 5747 7D34 8321 9608 1972 3173 4460 5747 7D34 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1940 2724 3508 4292 5077 58615'-4" (64") PRECAST 1632 2290 2949 3607 4265 4924 P1207 1632 2290 2949 3607 4265 49245'-10"(70") PRECAST 1492 2093 2694 3295 3897 4498 1492 2093 2694 3295 3897 44986'-6" (78") PRECAST p2) 1340 1880 2419 2959 3498 4038 835 Y340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 (23) 1021 1634(12) 2102(11) 2571(io) 3039(lo) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 1 680 1133(15) 1471(15) 1811(15) 2152(16) 2494(15) 591 1 851 1326 1705 2084 2463 2842 10'-6"(126") PRECAST 530 552 914(15) 1185(15) 1458(15) 1732(15) 2007(15) 530 686 1183 1526 1865 1 2204 2544 —4" (136") PRECAST 474 485 798 (15) 1034(15) 1272(15) 1510(15) 1749 (15) 494 599 1028 1422 1738 2053 2369 12'-0"(144") PRECAST 470 (9) 441 723 A 936 (14) 1151 ill 5) 1366 (15) 1582 (15) 470 543 928 1349 1649 1948 2247 3'-4" (160") PRECAST 418 (15 373 606 (14) 783 (Iq 962 pa 1141(Iq 1321 (la) 428 455 770 1145 1444 1718 1993 14'-0" (16B") PRECAST 384 (15) 346 559 (14) 723 (14) 887 (14) 1052(141 12181)a) 410 420 709 1050 1434 (8) 1694 (e)j 1954 (7) 14'-8" (176") PRESTRESSED 239 323 519 Q3) 671 p3) 823 (13) 976 (la) 112904) 246 390 655 968 1324 (a) 1625 (11) 1874 (11), 15-4" (184") PRESTRESSED 224 302 485 (13) 626 (13) 767 pp 909 (13) 1052(13) 230 364 609 897 1224 (a) 1562(14) 1801 (14) 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 192 303 500 732 993 (e) 126804) 1470(14) 19'-4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 66 261 424 616 831 (B)l 1057(14) 1225(1q 21'-4" (256") PRESTRESSED 42 98 306 pq 393 Ill) 480 p1) 567 Op 654 01) 142 1 230 369 531 713 (7) 903 (13) 1046 (13) 22'—D" (264") PRESTRESSED 137 192 295 (IoJ 378 01 461 po) 545 (11) 629 pl 137 221 354 50B 681 (7) 861 (la) 997 (13) 24'-0" (288") PRESTRESSED 124 175 267 (lo) 341 (lo) 416 (la) 491 (io) 566 (lo) 124 200 316 450 600 (7) 756 (12) 875 p3) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. J N 7III �� N 2 3/4" MIN, MS03 MASONRY TO WD SCALE: 3/4" = 1'-0" @ 22x34 SCALE: 3/8" = V-0" @ 1lxl7 DOUBLE 2"x TOP PLATE 7- "SIMPSON SP2 w/ (6)10d TO STUD & (6) 1 Od TO PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. (U.N.O.) INTERIOR BEARING WALL INTERIOR SHEAR WALL EXTERIOR FRAME WALL 2"x #2 P.T. (AS PER PLANS) w/ 5/8" x 10"'J' BOLTS OR 5/8" x 10" EXPANSION ANCHORS W/ 2" x 3/16" PLATE WASHERS & NUTS @ 24" O.C. VERTICALLY OR (6) 1/4" x 3 1W TAPCONS @ 16" O.C. VERTICALLY 'SIMPSON SSP w/ (4)10d x 1 112" TO STUD & (3) 1 Od x 1 1/2" TO PLATE 'SIMPSON SPT w/ (6) 10d TO STUD & (4) 1 Od TO PLATE 2"x#2 P.T. (AS PER PLANS) w/ 5/8" x 10"'J' BOLTS OR 5/8" x 10" EXPANSION ANCHORS w/2"x 3/16" PLATE WASHERS & NUTS @ 24" O.C. OR (6) 114" x 3 1/4" TAPCONS @ 16" O.C. NOTE 'FOR UPLIFT AND SHEAR " WALLS ONLY -CAN BE OMITTED IF DETAIL CALLOUT ( ROS RESFE IFT CROSS REFERENCE CHART SIMPSON SPi / USP STP22 SIMPSON SP2 / USP SPT24 SIMPSON SP4/USP SPT4 BRG WALL SIMPSON SP6/USP SPT6 SIMPSON SP8 /USP SPTB SIMPSON SSP / USP RSPT6 V CENTURA "✓"r,` I " 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH,LLC @ 2020 u 9 HoO Mp N 2 m 2g bN v LL 42 N LL T to13 0 i LL G Zi3g;<o o 11�5 m ° Z 8irno} d ALoIZ a � U U � [I W W W FDSENG.COM LOT 23 BLK 57 LAKEWOOD PARK 8207 FT. WALTON AVE. FT. PIERCE, FL 34951 Z D N w 4i 2 0 co O O Q — LAN # / ORIENTATION 1402 BLK SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.01 SHEET # L2 W FOUNDATION SCHEDULE BEARING WOOD WALL SCHEDULE HEADER SCHEDULE SIMPSON - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE 1 B SHEATHING FRAME TO HETA16 w/ (9)10d x 1 1/2" OR OA 1775 18,0 MASONRY HETA20 w/ (9)10d x 1 1/2" O FRAME FRAME H2.SA wl (10)Sd NAILS 535 565 F FRAME TO H10A w!(18)10d x 1 1/2" 1015 1040 SOLID 2x BLOCKING O FRAME H1OA-2 w/(18)10d x 1 112" AT 2 PLY TRUSSES 930 1080 @ALL SHEATHING EDGES I4 IIIIII IIIIII C Z" N T,U R Y cl/ MARK SIZE DEPTH REINFORCING MARK STUD SPACING CONNECTION & FASTENERS LUMBER SPECIES UPLIFT CAP. IpItJ MARK HEADER SI E HEADER NOTES TOP BOTTOM F1.5 1'-6" x 1'-6" 1'-0" 2 #5 E.W. BOT. BW� 16" (2)16d TOENAILS (3)12d TOENAILS OR (2)12d END OR BOX NAILED #2 SPF NO UPLIFT H1 (2) 2x6 #2 SPF WIY2" FLITCH 1. P ATE VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED,�p. 2. IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN. IF ON 2ND FLOOR F2.0 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. gWQ 16" SP2 W/ (6)10d NAILS (1) SP1 w/ 6-1Od W/ ANCHOR BOLT #2 SPF 402 2 (2) 2x8 #2 SYP wlYz" FLITCH P ATE F2.5 2'-6" x Z-6" T-0" 3 #5 E.W. BOT. BW3 16" (2) SP2 w/ (6)1Od NAILS (2) SP1 w/ 6-10d w/ ANCHOR BOLT #2 SPF 804 3 (2) 2x10 #2 SYP „ w//2 FLITCH PATE 3091 GOVERNORS LAKE DR. SUITE 300 PHONE SS, GA 0071 PHONE: 336-282-3606 SEE PLAN FOR CONN. 3. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/SN. 4. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 5. FASTEN HEADERS TO KING STUDS w/ 3-12d TOENAILS PER SIDE W/ LSTA30 @ EA. END OF HEADER CONNECTING HEADER TO JACK STUD 6. FASTEN HEADERS TOGETHER wl 2-ROWS OF 12d@12" O.C. EA SIDE 7• HEADER SIZES SHOWN ON PLAN ARE MINIMUM REQUIRED. THE CONTRACTOR SHALL HAVE THE OPTION TO ADD PLIES OR INCREASE THE DEPTH OF THE HEADER IN ORDER TO PAD OUT FOR ACTUAL WALL THICKNESS. O FRAME TO MTS12 w/(14)10d x, 1/2" (AT EXTERIOR 850 990 (SEE SECTION X-X) FRAME LOCATION INCLUDE (3) 12d TOENAILS) 15/32" OSB D C FRAME TO MGT w/(22)1 Od NAILS AND 5/8" A.T.R. w/ 12" EXPOSURE 1 D O 3330 3965 MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY SHEATHING FRAME TO HTS20 w/(24)10d x 1 1/2" (AT EXTERIOR OPENING OF 1125 1310 FRAME LOCATION INCLUDE (3)12d TOENAILS FRAME TO (2) HTS20 w/(48)10d x 1 1/2" (AT EXTERIOR " FRAME LOCATION INCLUDE (8)12d TOENAILS 2250 2620 C X HGT-2 w/ (16)10d NAILS AND (2) 5/8" A.T.R. O FRAME TO G w/ 12" EMBEDMENT w/ SIMPSON "SET" 6485 10345 X E MASONRY EPDXY (HGT-3 FOR 3-PLY) J o W FRAME TO FGTR W/ (18) 1/4" x 3" SDS WOOD SCREWS �H O 34UO 4725 2x STUDS BEYOND. LL rW MASONRY AND 2 1/2" x 5" TITEN HD ANCHOR BOLTS SEE PLAN } ¢ O � CKING FRAME TO (2) LGT2 W/ (32) 16d SINKERS & (14) 3500-M 4060-M AS REQUIRED EQUIREVIDE OD PER Y O N O r JZ MASONRY/ 1i4"x2,/4"TITEN(2PLYTRUSS) rrm¢ 3240-F 3770•F SECTION X-X IF NOT rn LI 0 FRAME OR (28) 16d SINKERS FOR FRAME (FA) FULL HEIGHT SHEET N LU O 0 FRAME TO (2) LGT3 wl (24) 1/4" x 3" SDS SCREWS GO FLOOR SYSTEM I'`' m w 4730-M 6570-M .!N U. J3 MASONRY / & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 5010.E 6960-F FRAME OR (52) 16d SINKERS FOR FRAME (EA) 2x4 P.T. BASE PLATE BEYOND SEE BEAM TO HU410 OPT HUC410 w/ (18) 16d & (10) 10d G#2680 O BEAM NAILS U#1895 A PLAN€.5�°' 2x RIBBON OR BLOCKING BEAM TO HU410 OPT HUC410 w/ (18) TITEN G#4500 BETWEEN FLOOR SYSTEM O MASONRY 1/4" X2 3/4" & (10) 1 Od NAILS U#1800 BEAM TO HU46OPT HUC46w/(6)10dNAILS & G#1785 G#3000 VERTICAL HORIZONTAL L2 MASONRY/ (12) 1/4" x 2 3/4" TITEN (TOMAS.) U#1135 U#1135 AT ALL PANEL BLOCKING FRAME OR (12) 16d & (6) 1Od (FOR FRAME) SYP-F SYP-M WALL ELEVATION DIAGRAM - - - LOCATIONS SHALL BE MIN 2 X 4 FRAME TO (2) HETA16 OPT (2) HETA20 2035 1920 #2 SPF TURNED VERTICAL W/ 0 1-PLY w/ (10) 1Od x 1 1/2" OR 7/16" FLITCH PLATE TO W/ (2) 12d MASONRY 2500 2365 2-PLY w/ (12) 16d TOENAILS EA. END. NAIL FLITCH "S" NAIL 3/8" HTSM16 w/ 8 tOd NAILS AND 4 1/4"x2 1/4" 3/8" PLATE TO VERTICAL W/ (4) 8d O TAPCONS (' 955 1110 SPACING NAILS FRAME TO ON OR MASONRY HTSM20 w/ (10)10d NAILS AND (4) 1/4"x2 1/4" 955 1110 3/4" TAPCONS 1/2" 1/2" 2 Sd NAILS 3" O.C. FRAME TO H10S w/ (8) Sd xl 1/2" NAILS AND (2) 3/8"x4" () @ �. 780 910 STAGGERED FOR SHEATHING MASONRY TITEN HD DTT2Z w/ (8) 1/4" x1 1/2" SDS WOOD ° ° ° ° - ° ° - - ° O FRAME TO Q SCREWS AND (1)1/2"O A.T.R. EPDXIED w/ 1835 2145 1/2" VERTICAL BLOCKING MASONRY SIMPSON "SET" (SEE NOTE #4) HTT5 w/ (26) 10d x 1 1/2" NAILS AND (1) 5/8"0 ® FRAME TO A•T.R.EPDXIEDw/SIMPSON"SET" 3740 4350 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SE_CTIONX-X MASONRY (SEE NOTE #4 BELOW) HTT4 w/ (18) 16d x2 1/2" NAILS AND (1) 5/8" 0 O FRAME TO A.T.R. EPDXIED W/ SIMPSON "SET" 3640 4235 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, MASONRY (SEE NOTE #4 BELOW) ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE FRAME TO ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" OT H10S w/ (24) 10d x1 1/2" NAILS 770 910 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END FRAME FRAME TO HM9KT w/ (4) 1/4"xl 1/2" SDS WOOD JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT O 760 760 PENETRATE SURFACE MORE THAN Ys'. MASONRY SCREWS & (5) 1/4"x2 1/4" TAPCONS VGT W/ (16) 1/4'x3" SDS WOOD SCREWS & O FRAME TO (1) 5/8"0 A.T.R. EPDXIED w/ SIMPSON "SET" 3555 4940 MASONRY w/ 12" MIN. EMBEDMENT OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. FRAME TO (2) VGT w/ (32) 1/4"x3" SDS WOOD SCREWS © NAIL AT TOP PLATE TWO ROWS j-A 4" O.C. w/ Sd COMMON NAIL. 5170 7185 OW MASONRY &(2'"SET'w;2"MIN.EMBEDM EMBEDMENT © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. VGT w/ (16) 1/4"x3" SDS WOOD SCREWS & O FRAME TO HDU4-SDS2.5 w/ (10) 1/4"x2 1/2" SDS WOOD 3285 4565 O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. FRAME SCREWS & (1) 5/8"0A.T.R. FRAME TO (2) HTT5 wl (52) 16d"x2 1/2" NAILS & O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. FRAME (2) 518"0 A.T.R. (SEE NOTE #4) 8750 10180 w/ 8d COMMON NAIL. GENERAL CONNECTOR NOTES: �F PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d G CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / COMMON NAILS @ 4" O.C. (2) ROWSL1a TOP & BOTT. BEAMS w/ (2) 12d TOENAILS. O 2 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS G () Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL MEMBER IF MANUFACTURER, U.N.O ON PLAN. GABLE END. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2". FOR CONNECTOR CALL OUT. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #2 2"x4" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS @ 3" O.C. STAGGERED. SURFACE MORE THAN Y8' 5. MINIMUM A.T.R. EMBEDMENT: 5" EMBEDMENT FOR 1/2" A.T.R. 6" EMBEDMENT FOR 5/8" A.T.R. 8" EMBEDMENT FOR 7/8" A.T.R. (IF AT STEP, DEPTH IS FROM LOWER SLAB). AO MINIMAL CONNECTOR UNO ON FRAMING PLAN TB 13 WALL SHEATHING INSTALL &NAILING SCHEDULE 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ SCALE: N.T.S. REV. FBC 7TH ED. 2020 LINTELS/ICE WALLS UNO 2" PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR lll�j TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12/D3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICE WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT wlTJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS F3.0 3'-0" x 3'-0" 1'-0" 4 #5 E.W. BOT: BW4 16" (2)16d TOENAILS (3)12d TOENAILS OR (2)12d END OR BOX NAILED #2 SPF NO UPLIFT � <H4> ��!! (2) 2x12 #2 SY w/Y2" FLITCH P ATE F3.5 3'-6" x 3'-6" 1'-0" 4 #5 E.W. BOT. BW5 0 161, SP2 w/ (6)10d NAILS (1) SP1 w/ 6-10d W/ ANCHOR BOLT #2 SPF 402 s (2) - 1 f4 x 11 Y4 2.0E Fb=2500 LVL 1 F4.0 4'-0" x 4'-0" 1'-0" 5 95 E.W. BOT. W1H, LLC ®2020 BWB 16" (2) SP2 w/ (6)10d NAILS (2) SP1 w/ 6-10d w/ ANCHOR BOLT #2 SPF 804 <H6? (2) - M' x 9 Y4" 2.0E Fb=2600 VL I F4.5 4'-6" x 4'-6" 1'-4" 5 #5 E.W. BOT. gW7 12" (2)16d TOENAILS (3)12d TOENAILS OR (2)12d END OR BOX NAILED #2 SPF NO UPLIFT (3) 2x10 #2 SY W/ 1 FLITCH PLATE . 2 $g �`p TOrrrr++� � `�r d\ � r•�E N S E•'•FS �" 9�s g4 , 874 0. OE m 0 € � Q ss5 •,F L O F,��C�a Q €� Q s+rr 1N` F5.0 5'-0" x 5'-0" 1'-4" 6 #5 E.W. BOT. BW8 12„ SP2 w/ (6)tOd NAILS (1)SP1wi6-1Od w/ANCHOR BOLT SPF 535 HEADER SUPPORT REQUIREMENTS GENERAL FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. 4" 2500 PSI CONC. SLAB WITH Wl AXW1.4 OVER 6 MIL VISQUEEN VAPOR BARRIER &TREATED FOR TERMITES. 3. GC/ BUILDER, SEE ARCH PLANS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ'D FOR DOOR/WINDOW INSTALLATION ALONG w/ DIMENSIONS NOT SHOWN ON FOUNDATION 4. CONSULT INSTALLATION MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5. NO WOOD STAKES PERMITTED IN FOUNDATION, 6. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN, SEE FM18/D1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS, IF REQUIRED. 7. STEEL BENDS AND LAP SPLICE SEE FM18/D1 AND FM79/D1 8. ALL EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 9. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS ON THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN OR12" LIFTS TO AT LEAST D C% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D 1557 ( MODIFIED PROCTOR), 10, R.403.1.4 MINIMUM DEPTH: EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12INCHES (305mm)BELOW THE FINISHED GRADE OF GROUND SURFACE. OPENING 2x4 WALL 2x6 OR 2x8 WALL BW® t2„ (2) SP2 �'°/ (6)10d NAILS (2) SP1 w/ 6-10d w/ANCHOR BOLT #2 SPF 1070 SIZE JACK EA END KINGS EA END JACKS EA END KINGS EA END 1'-0"- T-11" 1) (2) (1) (2) - BW70 12 (2)16d. TOENAILS (3)12d TOENAILS OR (2)12d END OR BOX NAILED #2 SPF NO UPLIFT 4 0 8 11 2) (3) (2) (2) 9'-0" - 16'-0" 3) (4) (3) (4) BW11 12 SP2 w/ (6)10d NAILS (1)SP1W/6.10dON W/ ANCHOR BOLT #2 SPF 535 AND BOTTOM.IPPLE UDROVIDE..xCRIP AND BOTTOM. "'PROVIDE TRUSS BEARING OVER HEAER. SIMPSON HTS20STRAPS, TOP PLATE a BACK DOWN FASTEN STRAP W/ (2) 10d HEADER, PER PLAN FASTEN HEADER TOGETHER w/ 2-ROWS OF 12d @12" O.C. FA SIDE SIMPSON OF H LSTA30 FA. END OF (CENTER @ BOTTOM HEADER WRAP OVE ) - TOP PL. AS REQ'D. SIMPSONSP4W/(6)1 NAILS @ 24" Q.C. ""CONNECT GIRDER TRUSS DIRECTLY TO HEADER W/ (2) SIMPSON HTS20, U.N.O. SILL PLATE, SEE NOTE 1 NOTES: 1. OPENINGS GREATER 2. BASE CONNE 3. NO TOP PLA HD SP2 LE STUDSBEONNECTOR@TOP 2x CRIPPLE STUDS BELOW ANY GIRDER CONNECT G.T.TOSTUD W/(2)SIMPSON U .0.0(IF STUD ITTOM OF S LESS 10" TATUD TO HEADER LL/THEN USE TOR SIDE OF WALL TO BOTTOM OF HEADER - 2x DOUBLE NAILS @ 3^ O.C.) TOP PLATE LIP -SET HEADER - (OPT.) - HEADER, PER DowN-sET PLAN HEADER (OPT.) . SIMPSON LSTA30 EA. � END OF HEADER / F (CENTER @BOTTOM OF HEADER) KING STUD, SEE CHART ABOVE -- wlNDow DooR JACK STUD, SEE OPENING, OPENING, CHART ABOVE SEE ARCH SEE ARCH BASE CONNECTION PER PLAN AND BEARING WALL SCHEDULE, THIS PAGE THAN 4'-0" PROVIDE 2.2x SILL PLATE w/ A35 CLIPS EA SIDE TION PER BEARING WALL SCHEDULE, U.O.N. ON PLAN. SPLICES SHALL OCCUR OVER OR WITHIN 2-FT. OF HEADER. PENING FRAMING, TYP CALE: 314" = l'-0"@ 22x34 CALE: 318" = V-0" @ 1IX17 d f 8 S m iE F9 d ; ow .° 'L Z o '� to ' °�' ` -' w w c ° a 0 0 a Q v w r<i R = m q < o °' B a C ro 5 a � 2 w n O m O www.t'OseNG coM gWi2 12" SP2 W/ (6)1)Od NAILS w/ANCHORBOLT #2 SPF 1070 X HEADER, SEE PLAN FOR SIZE CONNECTOR TOP AND BOTTOM PER &LOCATION, SEE HD/SN FOR SCHEDULE ABOVE MORE INFORMATION 2x TOP PLATE SEE, WF17/8N Ak T/ WALL FOR ADDITIONAL INFO SEE PLAN MASONRY WALL 2x MID -SPAN BLOCKING SWa SHEARWALL w2-12d TOENAIL @ EA. DESIGNATED ON PLAN END ONLY FOR WALLS 7 AND REQUIRES MIN /8 "' TALLER THAN 8'-0" OSS PLYWOOD w/8d INT. BEARING WALL NAIL-SQ4"O.C. IN ATTACHED TO EXT. FIELD EDGE TO BEARING WALL, SEE ONE BIDE OF WALL. MS03/L2FOR CONNECTION INFO. ALL SECOND FLOOR 2x STUD WALLS w/ 2x STUDS w/ NO UPLIFT, SHEATHING ATTACHED PER TB13/SN ACTS AS SEE CHART ABOVE FOR O.C. SPACING AND PLAN SHEARWALLS FOR LOCATION AND ' WALL SIZE (2x4 UNO) ANCHOR BOLT: Y2' A.B. R A.T.R. OR " - TITEN HD w/ SIMPSON SET @ 32" "a ; ATTACH STUDS T&B w/ O C w/ EMBEDMENT OF 7" MIN (IF @ 2-GUN NAILS STEP, 7" MIN PAST LOWER SLAB. ONLY IF INDICATED BRG WD WALL SCHEDULE, SEE PLAN FOR BEARING SEEFOUNDATION FOR WALL LOCATION FOOTING TYPE & SIZE Q\ A► BEARING WALL DESIGN LJ Y Y SCALE: 3/4'• = 1'-0'•@ 22x34 SCALE: 3/8" = V-0" @ I lxl7 LOT 23 BLK 57 LAKEWOOD PARK 820, IE CE, FL 3 951 FT. PIERCE, FL 34951 COLUMN SCHEDULE MARK COLUMN SIZE FIRST FLOOR BASE CONNECTIONS, SEE PLAN FOR SECOND FLOOR CONNECTIONS UPLIFT(Ib) C7 (3) 2x #2 SPF (4)12d TOENAILS NO UPLIFT C2 (3)2x#2SPF DTT2ZW/YzATR&(8)Ya"X1Yz" SDS SCREWS t800 C3 (3) 2x #2 SYP (4)12d TOENAILS NO UPLIFT BEAM SCHEDULE GENERAL BEARING WALL NOTES: 1. ALL STRUCTURAL LUMBER DESIGNATED AS SYP SHALL BE SYP #2 AND ALL STRUCTURAL LUMBER DESIGNATED AS SPF SHALL BE SPF #2 U.N.O. 2. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 3. CONTACT E.O.R. IF SP4'S, SP6'S OR SPS'S CONNECTORS ARE SUBSTITUTED, TO VERIFY STRUCTURAL REQUIREMENTS. 4. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEE WF06/D3 AND FB06/D3 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 5. ALL TOP PLATES AND SILL PLATES SHALL BE THE SAME SPECIES AS THE WOOD STUDS. C4 (3) 2x #2 SYP DTT2Z wl Yz' ATR & (8) Ya" x 1Yz' SDS SCREWS 1825 MARK BEAM SI E SIMPSON -CONNECTIONS USP - CONNECTIONS BM7 (2) 2x8 #2 SYPw/ 7/e' OSB FLITH PLATE WOOD POST (2) HTS20 CMU COLUMN (2) HETA16 U.N.O. ON FRAMING PLAN FASTEN BEAM PLY'S: 2- ROWS OF 12d @ 12" O.C. EACH SIDE, TYPICAL WOOD POST (2) HTS20 CMU COLUMN (2) HETA16 U.N.O. ON FRAMING PLAN FASTEN BEAM PLY'S: 2- ROWS OF 12d @ 12" O.C. EACH SIDE, TYPICAL C5 4x4 P.T.#2 SYP POST ABU44 w/5/e" ATR & (1 2)16d NAILS FIRST/SECOND FLOOR CONN. G = 7570 U = 1900 BM2 (2) 2x10 #2 S %e' OSB FLITH PATE P w/ C6 Bx6 P.T. #2 SYP POST ABU66 w/ %" ATR & (12)16d NAILS FIRST/SECOND FLOOR CONN. G = 18205 U = 2475 C7 8x8 P.T. #2 SYP POST ABU88 w/(2)6/8' ATR & (18)16d FIRST/SECOND FLOOR CONN. G = 23140 U = 2570 BM3 (2) 2x12 #2 S 7/s� OSB FLI PLATE. P w/ H C8 3.5" x 3.5" P.L. 1.8E Fb=2400 PSI (WOWANIZED IF EM.) HDUS-SDS2.5 w/ 5/" ATR AND (14) Y4'x2Y" SDS WOOD SCREWS 5645 BM4 (2) 1%q''x11Ya" 2.0E Fb=260 VL PSI WOOD POST (2) HTS20 CMU COLUMN (2) HETAt6 U.N.O. ON FRAMING PLAN FASTEN BEAM PLY'S: 2- ROWS OF Ya''x3Y2"SDS WD SCREWS @ 16"O.0 TYP. EA. SIDE - WOOD POST (2) HTS20 CMU COLUMN (2) HETAt6 U.N.O. ON FRAMING PLAN FASTEN BEAM PLY'S: 2x4 SPF#2 w/ 2-12d NAILS @ 24" O.C. @ PARALLEL TRUSS CONDITION ROOF TRUSS Y4" MIN. SPACE SIMPSON DTC w/4-8d NAILS TO TOP PLATE AND 2-8d NAILS @ SLOT @ 4'-0" O.C. MAX 2x STUDS @ 24" O.C. MAX C9 3.5" x 00 P P.L. 1.8E Fb=2400 PSI (WOUAMrzeDIFExr.) HDUS-SDS2.5 w/ 5/8' ATR AND (14) Ya'x2 Yz' SDS WOOD SCREWS 5645 BM5 O a (2) 1 /a''x9Ya' 2.0E Fb=260 L PSI C 00 3.5" x 7" P.L. 1.8E Fb=2400 PSI (WOIAIANIZED IF EXT) 7 „ HDUS-SDS2.5 w/ /s ATR AND (20) %'WY2" SDS WOOD SCREWS 7870 2-ROWS OFYa"x3Y2" SDS WD SCREWS @ 16" O.0 TYP. EA. SIDE gMg (2) 1 3/e'xt6" 2.0E Fb=260 VL PSI C11 5.25" x 5.25" P.L. 1.8E Fb=2400 PSI (WOLMANIZED IF EX .) 1 " HDUS-SDS2.5 w/ / ATR AND (20)Y4'x2 Y2 SDS WOOD SCREWS 7870 GENERAL COLUMN NOTES: 1. ALL STRUCTURAL LUMBER TO BE SYP#2 OR SPF#2 UNO ON PLAN. 2. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR. 6" BM7 (3) 2xl0 #2 S 1" FLITCH P P w/ TE FASTEN BEAM PLY'S: 2- ROWS OF 12d 0 12" O.C. EACH SIDE, TYPICAL FASTEN BEAM PLY'S: 2- ROWS OF 12d @ 12" O.C. EACH SIDE, TYPICAL EMBEDMENT FOR 5/8" ATR. 8" EMBEDMENT FOR 7/8" ATR. 3. P.L. COL. TO BRG DIRECTLY ON FOUNDATION. CUT BASE PLATE AS REQ'D. G.C. TO PROVIDE MOISTURE BARRIER 4. IF COL. IS CALLED OUT ON 2ND FLOOR, THE BASE CONNECTION IS NOT REQ'D. SEE PLANS FOR BASE CONNECTION 5. VALUES HAVE BEEN REDUCED FOR NARROW FACE APPLICATION. CONNECTIONS SHALL BE INSTALLED ON NARROW OR WIDE FACE PER SIMPSON TC-SCLCLM 2x PT BOTTOM PLATE < - a NON-BRG INTERIOR WALL F 1 8 - -- -- SCALE: 3/4' = V-0" 22x34 @ SCALE 318' = V-0" @ 1lxl7 `A'/ (2) 12d TOENAIL CONT. PRECAST "U" LINTEL O FILLED SOLID W/ 3000 PSI GROUT INSTALL MIN. 26" LAP B MINIMAL CONNECTOR UNO ON FRAMING PLAN SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM _ UPLIFT GROUT TO BE SIZE &REINFORCEMENT) AT EACH SIDE OF OPENING © MINIMAL CONNECTOR UNO ON FRAMING PLAN CONNECTOR FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM TYPICAL TOP OF WALL DEGREE HOOK 8" x 8" x CONT. K.O. LINTEL SEE PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD ( ) BLOCK FILL w/ 5 DI PSI WALLS AND/OR BEAMS GROUT wl (1) #5 DIA. REBAR it r O BM 3 13 1 () /a"x9 Y' 2.0E Fb=260 x/Y4" FLITCH VL PSI PLATE FASTEN BEAM PLY'S: 2- ROWS OF %'"K 2' SDS WD SCREWS @ 16" O.0 TYP. EA. SIDE FASTEN BEAM PLY'S: 2- ROWS OF Ya"x3Y2" SDS WD SCREWS @ 16" O.0 TYP. EA. SIDE GENERAL BEAM NO 1. VERIFY WITH P EACH END ) 2. SEE PLAN FOR 3. BEAMS ARE NO S: N CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING OP OR BOTTOM OF BEAM INDICATIONS TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FRO THE E.O.R.A PROVIDE SCREEN WHEN BLOCK BELOW IS UPLIFT CONNECTOR • „ REQUIRED O BE FIILLLED. REINFORCING in 0: T HOOK LINTEL TYPICAL SEE PLAN LU w a w STANDARD 90 VERTICALS m a C W DEGREE HOOK (TYP.) 3'x3" HOLE - g GROUT TO BE }r W O FLUSH WITH 10' g a m °- IN BOTTOM OF TOP OF WALL - HOOK TYP. BOND BEAM PRECAST LINTEL TO ' TYP 8"x8"x 16"K.O. EXTEND WALL REINF. LINTEL BLOCK THROUGH AS REQ'D. FILL w/ 3000 psi PROVIDESTD. (DO NOT CUT STEEL) PRECAST 'U" LINTEL(S) FILLED CONC. W/ (1) #5 90° HOOK W/ IN. REBAR BOTH SIDES • REBAR BOTH SIDES REBAR BOTH SIDES OLIO W/ 300L PSI GROUT (BEE DIA. REBAR 25"ON LAP SPLICE LINTEL PLAN FOR MINIMUM OF OPENING U.N.O. ON EA. END OF OPENING U.N.O. OF OPENING U.N.O. ° SIZE & REINFORCEMENT) STD. 90 DEGREE 12" OR LESS CORNER FILLED - ; w/ 3000 psi INDICATES GROUTw/(1)#5 PROVIDE FILLED CELL DIA. REBAR KNOCK -OUT ° FROM FTG. TO BLOCK FOR FIRST BEAM W/ (1) #5 PROVIDE KNOCK -OUT INDICATES BLOCK FOR FIRST FILLED CELL i. COMPLETE CMU BAR COURSE BELOW COMPLETE CMU COURSE FROM FTG. TO SILL &FILL SOLID BELOW SILL & FILL SOLID BEAM w/ (1) #5 W/ (1) #5 BAR I (1) #5 BAR FOR ALL BAR C x 8" x 16" WINDOW OPENINGS T-8' CMU U N O AND LARGER • ' CMUU.1O TYP.DOWEL CMU U.N.O. 25" MIN LAP TYP. DOWEL (ACI530) 25" MIN LAP (Aa530) = - • -^ - � • ° • - ° " ' - SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN '° - ° • ° FOOTING REQUIREMENTS FOR LOCATION SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FOOTING REQUIREMENTS SHEAR FRAME SINGLE OR MULTIPLE WINDOWS SCALE: 1 2" - 1'-0"@ 22x34 MS01 BLOCK WALL REINFORCEMENT MS24 _ SCALE: 1/2" - 1'-0"@ 22x34 SCALE: 1/4" = 1'-0" @ 1 tx17 SCALE: 1/4" = l'-0" @ 1IX17 Z ct O p O o co•PROVIDE u „ 2x TOP PLATE WITH 2-ROWS 2X4 STUDS, OF 12d 3" O.C., TYPICAL @t. PER PLAN 48" M/y TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUD AT ALL EXTERIOR CONDITIONS ATTACH 2x STUDS TO TOP PLATE w/ 4-16d NAILS (2 ON EA SIDE) 2x8 STUDS PER PLAN(SIM w/2x6 STUDS) DOUBLE 2x8 PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK TOP PLATE OUT TOP PLATE ATTACH w/ 2-ROWS OF 12d @ Y O.C. (SOLID BLOCK w/ 2x6) TOP PLATE TRANSITION 2x TOP PLATE WITH 2-ROWS ' OF 12d @ 3" O.C., H 2-ROWS PIPE OR DUCTw/PENETRATION THRU TOP PLATE w/ MORE THAN TOP PLATE SPLICE 50T% R TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/12-16d NAILS 4g"M/ TOP AND BOTTOM N, AT ALL EXTERIOR CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS (2 ON EA. SIDE) TYP NOTE:-- BOTTOM SPLICE OVER STUD TOP PLATE SPLICE F 17 SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 3/8" = 1'-0" @ 11xi7 ' i 1" 11 z z /� `((�(- 4 2-2x4 LAMINATIONS w/ 3-2x_ LAMINATIONS w/ 2-ROWS OF 1-ROW OF STAGGERED 10d STAGGERED t6d COMMON WIRE NAILS COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D = 0.148, L= 3") OR EQUAL (D = 0,162", L= 3-1/2") OR EQUAL 4-2x__ LAMINATION 1 LAG SCREWS AT SAME SPACING AS ABOVE NOTES: 7 • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. 3 2. ALL NAILS PENETRATE AT LEAST /a" OF THE THICKNESS OF THE LAST LAMINATION 3. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFO. q MULI-PLY FASTENING F J7 SCALE: 3 4" = 1'-0"@ 22x34 SCALE: 318'. = 1'-0" @ 11x17 - HEADER, LOCATION 7 �6" O.S.B. EACH BIDE 2x BLOCKING TO O.S.B. w/ 2$d EA. END EDGE VIEW 3-16d COMMON NAILS, TYP 2x8 W/ 2.16d TOE NAILS EA. END OPENING FRAMING, SEE HD/SN FOR ADDITIONAL INFORMATION SEE AND PLA SIZ FOR SEE HOISN FOR ADDITIONAL HEADER INFORMATION , - - I°I 0°.I .I°.1 HEADER, SEE PLAN FOR LOCATION AND SIZE LAN #/ ORIENTATION 1402 BLK SERIES NAME: DIAMOND - 7 /16" OSB w/6d NAILS @ 16" O.C. TO SIDE AND TOP NAILER 2x w/ 2-16d TOE NAILS EA. END 2x4 SPF CONT. ®LOCKING ATTACHED TO 7/e' OSB w/ 2$0 NAIL 7'-0" MAX OPENING PLAN NAME: 3811449 LAST REVISION q 2�O,L SHEET # SN WOOD FRAMED ARCH :q F02 SCALE 3/4" = 1'A"@ 22x34 SCALE: 3/8" =1'4" @ 11x17 GRADE (SLOPED PROVIDE 13" WIDE RECESS @ AWAY FROM BLDG.) GARAGE DOOR. EXTEND 6" III I I I IIIII CURB FOR MAS. @ CD m BEYOND F.O.M. EACH END, TYP. w 8„ w w FRONT WALL w CENTURY GRADE (SLOPED ELEV, 0'-0" W/ (1) 6: SLAB REINF. GRADE (SLOPED SLAB REINF. ALIGN DRIVE w/ BOT. OF RECESS OF GARAGE GRADE (SLOPED SLAB REINF. #5 REBAR CONT. ¢ a AWAY FROM BLDG.) (SEE PLAN) AWAY FROM BLDG.) F.F E. (SEE PLAN) F.F.E. AWAY FROM BLDG.) (SEE PLAN) F.F.E. AND PITCH TOWARD DRIVEWAY _ F.F.E. F.I E. 4" CONC. DRIVEWAY W YO i z SLAB REINF. SLOPE SEE PLAN o EXP. JOINTS 10" O.C., TYP. o O g • (SEE PLAN) n SLOPE (SEE PLAN) //\/\\//\\ \//\/\/ \/\\/\\ \ j // ° ° « 3091 GOVERNORS LAKE DR. o z\`i� f(2 SUITE 300 .��i�NORCROSS, GA 30071 �;vAr� //�/�/;>(1)#SCONT. % PHONE:336-282-3606 �� `PAVERS SLAB REINF. (2) #5 CONT. (SEE PLAN)1-4" (2) #5 CONT. WJH, LLC 0 2020 '-0"(2) #5 CONT. SEE FM01 @ 1 STORY L5 REBAR 0� R FM08 @ 2 STORY �� n� J.. SEE FM01 @ 1 STORY ... .., OR FMOB 9 2 STORY F' . �S s � NO 67i;64 0 N= M*` TALE GLE STORY FTG SECTION GARAGE THICKENED EDGE Q 2-STORY FOOTING SECTION GARAGE DOOR F M O 1: 3/4" = 1'-0" @ 22x34 F M 02 SCALE: 3/4" = 1'-0" @ zzx3a F M 03 SCALE: 3/4" = 1'-0" @ 22x34 F M O8 SCALE: 3/d" = 1'-0" 02 2x34 F M 09 SCALE: 3!4" = 1'-0" @ 22x34 FT P7 E P; SCALE: 3!8" - 1'-0" 1 tx17 SCALE: 318" = 1'-0" @ 11x17 SCALE: 3/8" = 1'-0" 11x17 wa ' • C R 3/8"=1'-0"@11x17 SCALE:3/8"=1'-0"@11x17 - @ aa� . •., ,•,,,. •'�� .„�g CL BRG. WALL OR DAS REQD. PROVIDE OOR 'B CL BRG. WALL ens" 2x BRG. WALL - SEE PLAN 2x BRG. WALL - SEE PLAN STEP DOWN (SEE PLAN) VERIFY RECESS DEPTH & FOR MORE INFORMATION FOR MORE IN FORMATION z E WIDTH w/ MANUF. SPEC'S 2 SLAB REI SLAB REINF. w a M w SLAB REINF. 8" (SEE PLAN) w w SLAB REINF. STEP DOWN (SEE PLAN) Jay (1) #5 CONT. L Z (SEE PLAN) P 0 ;, N (SEE PLAN) (SEE PLAN) 1 F.F.E. F.F.E. 6,6 LL F.F.E. F.F.E. N o LL a G O q O W N / I I I I //;� a SLAB REINF, SEE PLAN /�V//,//VA/��//VA/�• A`A >v • • °�� _ m Q i Ln �� 2 #5 C NT. w V.'� j��/�; / 8„ 4„ >� a fr ? =7 a (2) #5 CONT. ° O "'A!'A PAVERS SEE FM01 @ 1 STORY o 1,-4', @ 4" 1-STORY 4" � /� I (2) #5 CONT. � OR FM08 @ 2 STORY � ❑ ❑ \ \ \� www.FoServG.Conn 1' 4' @ �// jig/i� V-8" @ 4" 1-STORY 4" SEE FM01 @ 1 STORY 2-STORY 1'-8" @ 'i\\\\\i/% \i \\ \/ OR FMOB @ 2 STORY / vy v �.y 2-STORY 4" LOT 23 BLK 57 8" LAKEWOOD PARK STEP DOWN @ NON BRG. (: $FT. PIERCE, FLL 3951 INTERIOR BEARING WALL STEP DOWN BEARIN FM12 SCALE3/4"=1'-o"@22x34 SECTION _SHOWER EXTERIOR BEARING RECESS FM10FM11 SCALE3/8"=-o"@,ix„ FM14 FM15 SCALE: 3/4" = 1'•0" @ 22x34 SCALE: 3/4" = 1'-0" @ 22x34 SCALE: 3/4" = 1'-0" @ 22x34 SCALE: 3/4" = 1'-0" @ 22x34 SCALE: 3/8" =1'-0" @ 11x17 SCALE: 3/8" = 1'-0" @ 11x17 SCALE: 3/8" = 1'-0" @ 1 ix17 SCALE: 3/8" = 1'-0" @ 11x17 z ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD YB' SAWCUT xY4 SLAB BENDING THE BAR WITH MIN. BAR LAP OF 25" THICKNESS WHERF SHOWN ON SLAB REINF. FOUNDATION PLAN I a �w U (SEE PLAN) ,. O _ — Lu w Lu `to a Z 2 z #5 CONT. REINF. SEE _ (2)#5 REBAR L ° J ° 4 g FOUNDA ON PLAN �• - ° I ° y} (2Nt5 BENT BARS w/MIN. ° a " FOR QUA TITY W ww 25" LAP SPLICE ` Lu (2)#5 REBAR 16" #5x25"x25"CORNER CONTINUOUS MIN. BAR ONE EACH HORIZ. REBAR, TYP. U.N.O. CONTROL JOINT C� TYP. CORNER BAR DET IL FM18 TYPSCALE:N STEP FOOTING DETAIL FM20 SCALE: N.T.S. FM1 SCALE: N.T.S. SLAB REINF. is (SEE PLAN) p PAVERS TYR SLOPE J GRAD Z i mg co / /i MIN. DEPTH OF GRADE BM. 2' Q SCHdO STEEL PIPE W/ GALV. 4 g SHALL BE 8". EXTEND GRADE BM. 8. (1) #4 BAF CONT. CENTERED G120 FILLED W/CONCRETE z z DEEPER AS REQ'D FOR LARGER MINA' IN FTG. F R 8" DEEP GRADE GRADE CHANGE AND/OR STEPS. 2 4" PVC SLEEVE BM. OR # @ 10" O.C. FOR ii = w SEE FND. PLN. I, THRU FOOTING DEEPER i BADE BM. co 0 FOR SIZE&REINF. �( GRADE BEAM PAVER T RESHOLD Q PIPE PERPENDICULAR TO EXTERIOR FOOTING FM32 SCALE:3/4"=1'-0" @22x34 LANq# / ORIENTATION SCALE: 3/8" = 1'-0" @ 1 tx17 CONCRETE SLAB PER PLAN 2" 0 SCH40 STEEL PIPE W/ GALV. 1402 BLK G120 FILLED W/ CONCRETE TOP2-#5'sx48" . p SERIES NAME: CENTERED @PIPE 4" PVC SLEEVE " L eo PENETRATION PLUMBING LINE () DIAMOND ,. o ANCHOR BOLTS W/ MIN JMAX. 3" N BASE OF PIPE BOLLARD TO SET IN EMBEDMENT PLAN NAME: CONCRETE FOOTER Z „ 3811449 to <a < ae LAST REVISION FOR SIZE &RE N . 8" MINa 2.01 CONCRETE SLAB PER PLAN PIPE PERPENDICULAR TO INTERIOR FOOTING GAS WATER HEATER ELECTRIC WATER HEATER SHEET # BOLLARD DETAIL FOUNDATION PENETRATIONS, TYPICAL 1 S ALE:3d"=,-o" @22x34 FM�/� -- SCALE: 3/8" _,'-0" @ 1 tx17 SCALE: N.T.S. OVERLAP TRUSS BRACING ROOF SHEATHING, SEETB13/SN AT LEAST ONE TRUSS SPACE ROOF SHEATHING, SEE FISH SEE FOR SPECIFICATIONS SCHEDULE ON FRAMING SHEET *DIAGONAL SPACED AT 20'-0" O.C. PLAN ALTERNATE TO BLOCKING 5 OVERLAP FOR SHEATHING AND FASTENERS. IIOI= MAX. SAME SPACING AS BOTTOM PROVIDE 2x4 MIN. BLOCKING AT C ROOF SHEATHIN ITCHORD LATERAL BRACING OF HIP/RIDGE, TYP. BETWEEN TRUSS CONNECTION, SEE PLAN CENTURY , BLOCKING PORSPF TRUSSES w/2-12d NAILS EACH �h5 MIN 2x4 SBLOCK BLOCKING END TO TRUSS TOP CHORD TRUSS BETWEEN TRUSSES _ TYP. MINIMUM 2x4 CROSS SECT A -A TRUSS RIPPED 2x4 SYP#2 NAILED TO TOP BRACING (SEE PLAN A FOR LOCATION) CHORD OF HIPPED 2x TOP PLATE 2x SPF#2 @ 16" O.C. 3091 GOVERNORS LAKE DR. A TRUSS wl12d FRAME OUT TO BLOCK EDGE MIN., SEE PLAN SUITE 300 G.T. NAILS @ 6" O.C. EXTERIOR SHEATHING ATTACH NORCROSS, GA 30 071 PER SHEATHING NOTES ON SN. PHONE: 336-282-3606 ADD MIN 2x4 ALONGSIDE TOP SHEATH TOP AND BOTTOM OF KNEEWALL OTHERWISE SP2 CHORD WHEN REQ.D TO HIP TRUSS \IMINIMU2x4 SPF OR SYP TRUSS CLIPS TOP AND SP1 CLIPS @ WI LLC 0 2020 PREVENT PLYWOOD SPAN FROM EXCEEDING 24" MAX BRACING w/ 3-12d NAIL PER JOINT BASE ARE REQUIRED SPAN EITHER SIDE, IF REQ'D **SPACED AT 15'-0" MAX 3 - 12d PER JOINT HIP G.T. 2x SYP#2 BASE PLATE YZ'x8" ANCHOR @ 32" O.C. AND r 4 $ ,,J°° O T a 6" FROM THE END Fps ° pg1"....G�!)�!�, - RUSSES TOP KNOCK OUT COURSE 2�� o Q ••G t;, N. S /c''•; iS @ CONTINUOUS LATERAL BRACING X-BRACING-2x4 SPFw/3-12d 2-12dNAILSATI2"O.C.MAX B04 g TRUSS BRACING OVER LAP��`' •, NAIL OVER X-BRACE AS SHOWN. NAILS @ EACH TRUSS WEB T INSTALL BLOCKING ATTACH WEDSCALE: 3/4" = "@ 22x34 Na N� N 7864 i CONTINUOUS 2x4 BOTTOM SCALE: 3/8" = 1'-0"-0" @ 11x17 CMU WALL FOR NAILING CHORD BRACING MIN. e ° if F :� HIP/RIDGE BLOCKING o gTA P: TB03 SCA E.38 KNEE WALL ENTRY OPTION �p a SCALE: 3/4" = 1 -0"@ 22x34 ��LLa g T�;•. � 0 .• � 4�Q�§ TB01 CROSS BRACING, TYP. CROSS BRACING T PICAL —-0"@11x17 F21 SCALE: 3/4"=V-0"@22x34 .B g13 .,aasS;Q P��,,, " SCALE: 3l4" = 1'-0" @ 22x34 T602 SCALE: N.T.S. SCALE: 3/8" = 1'-0" @ 11x17 a„f 1 1 11%1° SCALE: 3/8" = V-0" @ 1107 2X4 #2 SYP BLOCKING @ 16" O.C. W/ (2) 16D NAILS EA. END. FIBERGLASS SHINGLES OR TILE ROOF, 20'-0" MAX 20'.0" MAX SEE [RSH] SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 WALL AND ROOF SHEATHING, SEE MIN. FIRST 4 BAYS 4-12d EA END SEE ARCHITECTURAL PLANS ( ) SYP BLOCKING TB13/SN FOR SPECIFICATIONS -"� f o `O ^ TB03 BLOCKING TO COMPLY w/ APA RECOMMENDATIONS FOR SPAN RATING OF SHEATHING OR USE ALTERNATE TO BLOCKING, PER TB03 THIS PAGE FOR WIND SPEED < 160 MPH ** ALTERNATE SPAN RATED Vie' IS THE SPAN RATING THE PLYWOOD THICKNESS IS 15/32' IF 1%2" IS USED THEN THE ALTERNATE w BLOCK IS NOT REQUIRED o• AT HIP SECTION = NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. @ 16" O.C, - ROOF SHEATHING, SEE FISH SCHEDULE ON N °i FRAMING SHEET FOR SHEATHING AND FASTENERS. z° TRUSS ANCHOR, SEE PLAN o N ^ ,`o LL a 8d NAILS @ 4" O.C. WALL AND ROOF C c < '� w \\ I I / SHEATHING, SEE C 2 v° z o 2 \ CONT. 2X4 #2/ / TB13/SN FOR [---- STRUCTURAL rt r A v o 2x4 SYP OR SPF CROSS \ \ SYP W/ 10D X�/ SPECIFICATIONS 2x4 SYP OR SPF 2x4 BRACING SOFFIT, SEE $� m ^ m m BRACE APPROX. 8" FROM \ BLOCKING 48" @ 48" O.C. SF01/D2 Z m ¢ a 0.1 8" O C. 2x4 SYP L BRACE FOR @ PRE-ENG WOOD RIDGE THEN 48" O.C. AFTER. \ \ 0 N ¢ W ,,jj{{//@@ ' GABLES T-O" TO 5'-11" O.C. MAX w/ 2-16d TRUSS i N M ¢ M NAIL w/ 3-12d @ EACH END & \ (2)�iOD X 0131 TALL. u O J @ CROSSING AT 45" ANGLE. \ \ /TOENAILS EA. IL 4 2x6 SYP L BRACE FOR FILLED CELL - 1-#5 DIA. REBAR w/ 3000 O El El (NOT REQ'D WHEN GABLE IS \ \ / SIDE GABLES 6'-0" AND / TRUSS PRECAST "U" LINTEL w/1#5 CONT. www.an;ENO,COM 4'-l" OR SHORTER) \ h / TALLER. CONT 2X4 SYP OR SPF n\ + ATTACH L BRACE w/ SPANNING (4) TRUSS //��\ , 12d NAILS @ 4" O.C. BAYS (8--0") NAILED w/ / \ GABLE TRUSS - LOT 23 BLK 57 3-12d TO CHORD (MIN 1ST / \ f 12"LONG 2x4#2SVP t. LAKEWOOD PARK 4 BAYS) / FASTEN (1) SIMPSON HGA10 BRACE , BLOCK AT BRACE Y2" GAP SIMPSON HGAM10OR FILLED CELL - 1-#5 DIA. REBAR w/ 3000 8207 FT. WALTON AVE. / CONNECTOR FROM DIAGONAL\ LOCATION. FASTEN TO HETA18/Zp @ 48" O.C. MAX PSI CONC., SEE PLAN & FILLED CELL FT. PIERCE, FL 34951 2X4 SYP OR SPF BLOCKING / / BRACE TO BLOCK/PLATE \ SILL PLATE w/ 10d @ 3" SPACING CHART FOR LOCATIONS BETWEEN TRUSSES @ 48" O.C. EXTERIOR O.C. MAX. FASTEN TO EA. NAIL GABLE TRUSS INTERIOR (1) #5 CONT. IN SILL TRUSS w/ 3-12d NAILS EA. ® TO TOP PLATE w/ GROUTED SOLID FOR MASONRY WALL w/ #5 DOWEL 7" END 16d NAILS @ 4" O.C. ALL WINDOWS TER INTO FOOTING EXTENDED 25" @ CMU WALL AND WIDER (ACI 530) ABOVE SLAB, SEE PLAN 2x8 P.T. PLA E YZ'x8" ANCHOR BOLT FOR LOCATION AND ARCH FOR �- 4 BAYS ) AT 48" O.C. MIN. FINISHES, TYP. KNOCK OUT \ F.F. Z COURSE " �p \ � NAIL TOP OF "T" TO GABLE TRUSS wl \ � _ / MASONRY WALL 2x4 SYP BLOCKING � SIMPSON A34 i-.- i � i :-. GRADE 2-12d AND 1 SIMPSON H8 W/ @ 48" O.C. MAX WI \ OR (USP MP4) 1 - - 1 O-10dx1Y2" NAILS I-1 . ROOF SHEATHING, SEE 3-12d NAILS EA. END @ 48- O.C. FASTEN. (1) SIMPSON HGA10 @ 48" TB13/SN FOR ATTACHMENT _ -- O.C. w/ 8-%"x1Y2" SDS W00 Sfl C WS OVER JACK TRUSSES, SEE _ GABLE END TO TOP PLAT�BEA `^` PLAN. Y2" GAP L FRAMED WALL OR BEAM �\ FOUNDATION, SEE PLAN BELOW, SEE PLAN. BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS @ WOOD FRAMED WALL @ WOOD FRAMED WALL NAIL 4-12d TOENAILS REQUIRED MIN. PERMANENT TRUSS BRACING PLAN 2x48LO/ NON —BEARING EXTERIOR WALL 1—STORY WALL SECTION TB05GABLE END BRACE GABLE TRUSS w.2-12d TB1(� SO1 SCALE,3/4"=V-0"@22x34 SCALE: N.T.S. G EO 1 AND 1-SIMPSON H8 w/ SCALE: 3/4" = 1'-0"@ 22x34 @ SCALE: 3/4" = 1'-0"@ 22x34 @DUTCH GABLE SCALE: 3/8" = 1'-0" @ 11x17 SCALE: 3/8" = 1'-0" 11x17 SCALE: 3/8" = V-0" @ 11x17 1 ODx1 Y2" NAILS SEE ARCH PLAN AND CONV FRAMING ABOVE 2x4 STUDS & PLATES FASTEN BEAM TOGETHER WI SHEATHING, SEE TB13/SN PRE-ENG TRUSS DESIGN @ 24" O.C. EA DIRECTION TYP. LINO SIMPSON LSTA18 CENTERED PRE-ENGINEERED FOR SPECIFICATION SEE NOTE 1 BELOW - 2x6 SPF#2 VERTICAL SCAB WOOD SHEATHING, ON OUTER BEAM CORNERS WOOD TRUSS, SEE CONV FRAMED RIDGE 2x8 BLOCKING NAILED @ @ 48" O.C. w/ 4-12d TOP SEE TB13/SN _ FRAMING PLAN FOR 2-12d NAILS EA END, TYP FASTENED w/ 4-12d EA SIDE w/ 3-12d WHEN AND BOT OR H5 OR w TRUSS LAYOUT INFO. MIN WHEN NEXT TO REQ'D w/ 2-MTS12'S HCLR/LL IN PLACE OF 4-12d ~ - PRE-ENG TRUSS, SEE PRE-ENG SE PLAN FOR SEE ROOF PLAN FOR TRUSS O CONNECTION INFO AND Z -- PLAN _ - 2x8 SYP#2 RIDGE BEAM WOOD TRUSS TO OF BEAM LAYOUT DESIGN 2x4 TOP AND BOTT @ 16" 2x4 CONT. BLOCKING W/ 12d ALUM DRIP EDGE O.C. w/ 2-12d NAILS EACH NAILS TO EACH TRUSS WEB 2x BEAM w/ �" FLITCH PLATE, BRIG WALL TYPE - 2x6 SPF#2 RAFTERS @ 24° SEE PLAN FOR SIZE AND END AND 4-12d NAILS AT PRE-ENGINEERED WOOD PER PLAN i 2x SUB FASCIA O.C. w/3-10d COMMON EACH INTERSECTION CD LOCATION TRUSS, SEE FRAMING PLAN yQ #2 P.T. MIN, TOENAILS TO RIDGE BEAM co L 2x4 SPF#2 COLLAR TIE SHEATHING, SEE TB1ONS FOR TRUSS LAYOUT INFOFA ENED PER NOTE NOTE 2 FOR SPECIFICATIONS 0 pg 7B EVERY 3RD RAFTER 2 BELOW CONT VENTED OR SOLID SOFFIT p BB 2x4 SPF#2 w/2-#7x3Y2" a 2x8 STUDS @ 16" O.C. -� OPTION A 2x4 CONT. BLOCKING w/ 2-12d CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP WOOD SCREWS EA TRUSS U BEAM SPLICE CENTERED NAILS AT EACH END, TYP BLOCKING w/ 2-12d NAILS I") CHORD EVERY OTHER TRUSS OR H5 @ 48" O.C. w/ BEVEL FASTEN BEAM TOGETHER SEE ELEVATION OVER COLUMN BELOW, w/ 3.12d NAILS, TYP. (**) PRE-ENG. TRUSS Q W/ SIMPSON HUC410 TOP OF WIND W CUT (OPTIONAL) 2x4S eP #2 P.T. FRAMING w/ w SEE PLAN FOR BEAM TO 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED CONT. ROOF SHEATHING ATTACHED PER SEE SECTION B-B 2x DBL TOP PLATE SH THING PER TB13/SN W COLUMN CONNECTION BUCKET, SEE PLAN TB13/SN ABOVE CONV. FRAMED AREAS F ' 2x8 CONT. PLATE ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET S0. TRUSS BRACING/BLOCKING NOTES: w 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: T WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIRPI-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS SEE FLOOR PLAN FOR — j z - CMU w/ 3 %8' x 3" TITEN @ 16" O.C. 0 GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. COLUMN SIZE &BASE INADEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL CONNECTION INFO. - WOOD w/ 0.148'k 3 Y;' @ 16" O.C. 0 0 NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &SHALL BE KNEEWALL ENTRY 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE m u LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE SECU E 2x4 P.T. BTM PLATE WF27 O O Q PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE SO AS TO AVOID OVERLOADING ANY ONE TRUSS. w/ %B'x "ANCHOR BOLTS SET " rn V V r SCALE: 3/4"=1'-0"@ 22x34 STRUCTURAL SOFFIT 2. ALL BRACING (DB, CB, BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL IN SIM SON HIGH -STRENGTH Z SCALE: 3/8" = 1'-0" @ „x„ SF01 LAN # ORIENTATION LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. EPO 6" MIN. EMBEDMENT a NOTE 2 SCALE: 26 = 21 RE FOR ALUMINUM SOFFITS >1'-4" BLOCKING 3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3)12d NAILS AT EACH TRUSS INTERSECTION. = REV. 03.26.2021 REQUIRED, FOR SOFFITS SOFFITS MID BLOCKING 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT OPTION B TO BE USED JUST NOT REQUIRED, VINYL SOFFITS >t'-0" SHALL 1402 BLK ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. MIDDLE SPAN �S_E_pLAN�� EITH GABLE ROOF. 2x6SYP#2 CONT. w/ 3-#Sx4Y2" WOOD HAVE MID BLOCKING PER R704.2.1 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT, a SQU RE CMU BLOCK BASE R EI SCREWS E 16" O.C. MAX. OR IF MASONRY NOT FOR HIP ROOF. REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W/ 2 VERT. FILLED SOLID, w OR CAN DESIGNED ONLY FOR WALL USE 3-Ya''x3Yz" TAPCONS @ 16" O.C. SERIES NAME: 6. SEE TYP. TRUSS BLOCKING DETAILS. SEE ARCH PLANS MORE m THE INSTALLATION PREFAB PRE-ENG TRUSS ALT. BLOCKING INFO. w OF SHINGLE & METAL OR 2x6 SYP#2 @ 24" Q.Q. DIAMOND 33 T0� PA BRICK PAVERS OR SLAB PER ROOF FINISH. - - WOOD 4 TRUSS PRE WOOD SHEATHING, FOUNDATION PLAN t2 WALL TRUSS WOOD TRUSS SEETBI31SN ROOF SHEATHING SEE PLAN PLAN NAME: DIAGONAL I @ 8'4" MAX `� � 5-12d NAILS 2x6 TO 2x4 H3 CLIP 3811449 �� STEMWALL OR MONOLITHIC SIMPSON 2x4 CONT...-� _ - i` - ��T FOUNDATION PER SEE FLOOR PLAN FOR v��/% FOUNDATION PLAN, SEE COLUMN SIZE AND BASE @T&B �ALTERNATE BASE FOR CONNECTION INFO. LAST REVISION CHORD 2x4 BLOCKING g MONOLITHIC FOUNDATION OPTION C 2x4 SYP#2 @ 24" O.C. BETWEEN TRUSSES SEE FLOOR PLAN FOR - N-O" MAX. 2.01 =s5 2x DBL T P w/ 2-12d NAILS @ EA BRG WALL, COLUMN SIZE & BASE 1. 2x BEAM WY2" FLITCH PLATE, SEE PLAN FOR SIZE 2x4 BLOCKING ALTERNATE PLATE END, CONT EA BAY SEE PLAN CONNECTION INFO. AND LOCATION NAIL BEAMS TOGETHER PER BEAM --. DIRECTION, AS SHOWN FASTEN FOR TYPE SCHEDULE ON SHEET SN 2x4 SYP#2 O.C.MAX.2- IF M WOOD CONC. MASONRY, TO EA. TRUSS w/2-12d NAILS TYP. WOOD TRUSS BLOCKING._ BEE FOUNDATION 2. BEAM SUPPORT SEE PLAN FOR SIZE AND LOCATIBN SCREWS @ 16" .C. MA. OR IF MASONRY SHEET # STEEL, OR WOOD SECTION B-B @ RAISED HEEL DETAIL PLAN FOR MORE INFO WALL USE 2-Ya"x3Yz" TAPCONS @ 16" O.C. SUPPORT, SEE PLAN ALT. 3ASE CONDITION SHED ROOF CONNECTION D A-AALTERNATEBLOCKING CD12 PORCH COLUMN FRAMING SR01 DETAIL@ INTERIOR BEARING 2 TB06 BLOCKING/CONV. FRAME DETAILS SCALE: 3/4"=1'-0"@22x34 SCALE:3/4"="@22x34 SCALBt 1/2" = 1'-0"@ 22x34 SCALE: N.T.. SCALE: 3/8" = P-0" @ 11x17 SCALE: 3/8" = i'-0" @ 11x17 SCALEI 1/4" = V-0" @ I1x17 mwmmmm TB 01 Lu O"I III O Z Z v U N 0 LUm TB04 v 0 z v RIDG TOP MAX CHORD BLOCKING FOR FIRST 2x4 #2 @ 16" (4) SYP O.C. BAYS 4 d' 4 � a OU Z Z �UQ co J m L�uw