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GRP2 SHEET LIST Sheet Number Sheet Name GRP2 0.1 OVER GRP2 0.2 3LAB PENETRATIONS ELEV'A' GRP2 0.3 3LAB PENETRATIONS ELEV'B' GRP2 0.4 3LUMBING & ISOMETRICS PLAN ELEV 'A' GRP2 0.5 LUMBING & ISOMETRICS PLAN ELEV 'B' GRP2 1.0 RODUCT APPROVAL GRP2 1.OA RODUCT APPROVAL -SOUTHWEST GRP2 1.1 ILOOR PLANS 'A' GRP2 1.2 =LOOR PLANS 'B' GRP2 2.1 LEVATIONS 'A' GRP2 2.2 LEVATIONS 'A' 5-12 GRP2 2.3 LEVATIONS 'B' GRP2 2.4 LEVATIONS 'B' 5-12 GRP2 3.1-ROOF PLAN 'A' GRP2 3.2 IROOF PLAN 'A' 5-12 GRP2 3.3 ROOF PLAN 'B' GRP2 3.4-ROOF PLAN 'B' 5-12 GRP2 4.0 NATER INTRUSION DETAILS GRP2 4.OA XTERIOR TRIM DETAILS GRP2 4.1 30ECTIONS ELEV 'A' GRP2 4.2 3ECTIONS ELEV 'A' 5-12 GRP2 4.3 SECTIONS ELEV 'B' GRP2 4.4 30ECTIONS ELEV 'B' 5-12 GRP2 5.1 NTERIOR ELEVATIONS _ GRP2 5.2 DPTIONAL COVERED PATIO GRP2 6.1 LECTRICAL & FLOORING ELEV 'A' GRP2 6.2 LECTRICAL & FLOORING ELEV 'B' BOILDING CODE COMPLIANCE ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCE CURRENTLY IN USE WITH THE LOCAL JURISDICTION. UC : NEW SINGLE FAMILY DETACHED PA CY CLASSIFICATION: RESIDENTIAL R-3 TR CTION CLASS: UNPROTECTED TRI 1CTION TYPE: TYPE VB EGRESS PR RESCUE WINDOWS FROM SLEEPING ROOMS VALL HAVE MINIMUM OF 5.7 SQUARE FEET FOLLOW ALL APPLICABLE STATE AND LOCAL CODES, FLORIDA STATE SUPPLEMENTS AND AMENDMENTS. 2020 INTERNATIONAL RESIDENTIAL CODE 2020 INTERNATIONAL FIRE PREVENTION CODE 2020 INTERNATIONAL PLUMBING CODE 2020 INTERNATIONAL MECHANICAL CODE 2020 INT RNATIONAL FUEL GAS CODE 2020 INT RNATIONAL ENERGY CONSERVATION CODE 2017 NA IONAL ELECTRICAL CODE NFPA 70 INSULATION VALUES COMPONENT VALUE SLAB R-0 WINDOWS u-0.34 SHGC-0.32 WALL - WOOD FRAME R-11 WALL - CMU/RADIANT BARRIER R-4.1 AT FIC R402.2.1 ) 1 R-30 R-VALUES ARE MINIMUMS u-VALUES ARE MAXIMUMS UOLUMESCHEDULE Name Volume 1ST FLOOR 12344 CF Grand total 12344 CF GRP2 - ELEV 'B' - AREA Name Area HEATED 1ST FLOORR, 1650 SF 1650 SF UNHEATED GARAGE 403 SF OPT COV PATIO 100 SF PORCH 81 SF 583 SF UNDER ROOF 2233 SF GRP2 - ELEV 'B' (STUD) - AREA Name Area 1 ST FLO6_RF 1543 SF 1543 SF REVISION LOG REV. DESCRIPTION DRAWN DATE BY 2.00 ADDED 5:12 ROOF OPTION. REMOVED ALL SWITCHED OUTLETS. REMOVED CEILING FANS EXCEPT FOR MASTED BEDROOM & GREAT ROOM, JHM 10/29/'19 2.01 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. JHM 01/02/20 2.02 REPLACED RANGE HOOD WITH MICROWAVE JHM 03/06/20 2.03 ADDED PRODUCT APPROVAL SHEET GRP2 1.OA FOR SOUTHWEST & WEST FLORIDA. ADDED CORNICE ELEMENT AS REQUIRED TO ELEVATIONS. ADDED EXTERIOR TRIM DETAILS ON SHEET GRP2 4.OA JHM 06/18/20 2.04 REVISED WATER INTRUSION DETAILS PAGE. JHM 11/11/20 2.05 CODE UPDATE. ATTIC VENT CALC. REVISION FOR 50% UPPER VENTING. JHM 1/08/21 C T o _ ,Cf£1�..�',f'.i•�•• a °�! _�a= 'V ��� .,, L 0 W CD CV N s �'Z J 0(� n O LL W !q CV q Y a N d. W (7 u LL° 1 WmoQ o0 UM z-��� m m 005 ¢ a- WLn N J Q co N '`- C) WWW.FDSEN G.COM 08 110 Century Communities expressly reserves its common law copyright in these plans. Plans ore 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. No %I 5 Ch 0 CV 0 38'-4" 21'-31 /2" 3'-0" 14'-01 /2" 2'-01 /2" 16'-3" 2'-01 /2" lo 20'_4" t 3-8" , 38'-4" SLAB PENETRATIONS ELEV'B' 114" =1'-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT 0 c� � l 18'-8" .' 14'-4" F z W AM -_ ._ .�✓.y .� AH llp wo O O N ` N p g Z xk CC-)) � 05 I� CN O CM (6 W d N LL d W O Co LL O W R ;� C: LL,� m o Q O p F- f0^� LL m Z� o2 m Z U) rn m a Wpp U N M W !n U WWW.FDSENG.COM N U U -j M 1:1 Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. M: PLAN # /ORIENTATION: 3911650 / lH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET # GRP2 03 AA V 1 1 /2" VTR J� KS 211 TUB WC 3"t LA VS V L-� 2" 3' JVTR L PLUMBING ISOMETRIC 1 1/2" VTR Jib 311 , CO TO 4" SEPTIC LINE L co I PLUMBING PLAN ELEV'B' 114" z V-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT z V W LU k�,�;itl4„d90r'tZ� �N N N 00 O H C z n J V ,_ 00 xk NCl) o0 LLa N d U CULL LL � _ � 3: O 8 < W= ¢ O LU CI] J aLL CD ¢ a W00 N Q W N ch U N WWW.FDSENG.COM U U Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. Q a V DC m W _ c G � N � a co C, Z m JI d. PLAN # / ORIENTATION 3911650 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 0,5 I= W 0 Century Complete Product Approval/ NOA Index Sheet 2 Updated: l o zozo Component Model/Series Product Approval Design Impact Resist. Attachment method Approval # Date Pressures NMI Z 0 Ro f TAMKO Bldg. Products, Inc, Asphalt Shingles Roofing 3-Tab Glass Seal Elte FL18355.1 12/12/2017 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in, per foot to 21 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. For slopes from 4:12 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 (less than 4:12) applications it is recommended to Cover ng Interwrap Underlayment's Roofing RhinoroofU20 FL15216.1 12/12/2017 N/A 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 roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable), w�-3�a.a � _ — — "" o ^ o .i���iwwW11111 F f n Dos Therma-Tru Fiberglass Swing door Fiberglass 6-Panel FL15225,5 9/21/2018 67 �1 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, Tapcon edge distance MIN 2-1/2", Wood Screw edge distance MIN 3/4", not to exceed 6" O.C. Wayne Dalton Overhead Double Door Series 9100 FL9114,6 2/13/2018 39.2 437 Yes Attach door bracket to jamb w/ 5/16" xi 5/8" lag screws not to exceed 24" O.C, Door Jamb to be minimum 2x6 structural grade lumber, Vinal or wood doorstop nailed at maximun of 6" O.C, must overlap top and both ends of panels min 7/16" tp meet negative pressures. W 21, _00 o 00 r Z J M C, . J a o U CO N a W �� o Cr - w . t° o c o F- LL w� m96 m o UCn2°' 0 a woo N Q co WWw.FnsENU.CoM o ❑ ❑ Ply Gem Windows Sliding Glass d000r Door Series4780 FL146341 10/17/2017 50 -50 No FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 21/2 INCH MINIMUM EMBEDMENT Wind s Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104.1 12/27/2017 55 55 No Nail fin Holesto 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 #8 or Larger Pan Head Ply Gem Windows Vinyl Single Hung Window Series 1500 FL16103.1 12/27/2017 50 � 0 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 #8 or Larger Pan Head Lakewood Park Job 15218 Ply Gem Windows Vinyl Integral Mull (Twin & Triple) Window Series 1500 F1.16100,2 10/17/2017 50 50 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 #8 or larger Pan Head Lot 0018 Block 0152 5701 Shannon Drive Ft Pierce, FL 34951 Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse 4.5" Dutch lap F123885.1 12/12/2017 73,6 -73,6 Yes Allow a 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" clearance at all openings and stops to allow for normal expansion and contraction, Panels should be ove rlapper=d approx,l". Fasten panels approx, 8" or more from the overlap seam. 8/20/2 021 Century Communities expressly Sidi g Ply Gem Siding Mastic Vinyl Siding Board and Batten Vertical Vinyl Siding F123885,1 12/12/2017 96,6 -96.6 Yes Nails are galvanized steel roofing nails, long, with 1/8" diameter shanks, and 3/11" dia. Heads. 16" vertical nail spacing, 7" horizontal nail spacing. 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 Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake F1.23885,1 12/12/2017 49,4 -49,4 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads.18" (shake) vertical nail spacing. 8" horizontal nail spacing, third party without written Shut er Hurricane Storm Panel MFG INC, 24 Gauge Galvanized Steel Storm Panel FL16293.1 11/2/2017 2020 Yes 1/4" diameter screw shall have a minimum embedment depth of 11/2" and have a spacing of 12" o.c. permission and consent of Century Communities. Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) F123352,1 12/12/2011 132.8 -11 N/A Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia, Heads - Or - Staples with 1" long legs X 1/16" (16 GA) Dia, in each nail hem, Sof it 12" T-4 / 16" Q-4 Aluminum HT Soffit. Channel at the wall 3/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side 3/4" x 1/4" crown Aluminum Coils, Inc, Aluminum Soffit FL 12194.1 12/15/2017 80 _K No staple at 8" O,C. Facia cap 13/4" x 0721/4" head trim nail at 48" O.C. J United Steel Production Cc Wood Connectors HD28.21F F1.17232.3 12/21/2017 (14) 0,162" x 3-1/2" Long (16d) Nails into Header; (6) 0,148" x 3" Long (10d) Nails into Joist United Steel Production Cc Wood Connectors HD0210-21F FL17241,8 8/14/2018 (14) 0,162" x 3-1/2" Long (16d) Nails into Header; ( 6 ) 0,148" x 3" Long (10d) Nails into Joist DC N a d. United Steel Production Cc Wood Connectors MSTA48 FL17244,17 10/17/2019 (26) 0,148" x 2.1/2" Long Nails d Q United Steel Production Cc Wood Connectors RT16A F11723611 2/13/2018 (9) 0,148" x 1-1/2" Long (10d) Nails into truss/rafter; (8) 0,148" x 3" long (10d) Nails into Plate DC C� V United Steel Production Cc Wood Connectors MTW16 FL17244,7 10/17/2019 (14) 0,148" x 3" long Nails or (14) 0,148" x 1-1/2" long Nails United Steel Production Cc Wood Connectors MTW12 FL17244,7 10/17/2019 (14) 0148" x 3" Long Nails or 114) 0,148" x 1-1/2" Long Nails GC United Steel Production Cc Wood Connectors HTT45 FL17324.2 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2.1/2" Pneematic a United Steel Production Cc Wood Connectors MSTC40 F1.17244.27 10/17/2019 (52) 0,148" x 3" Long Nails Minimum United Steel Production Cc Wood Connectors MSTC66 FL17244.27 10/17/2019 (72) 0,148" x 3" long Nails Minimum United Steel Production Cc Wood Connectors STAD14 FL172493 12/21/2017 (38) 0,14$" x 3.1/4" long Nails Structural Cornonents PLAN # ORIENTATION: United Steel Production Cc Wood Connectors ADTT-TZ F1.17324.1 12/21/2017 WS8-EXT wood screw or 3/8" HDG lag screw 3911650 / LH United Steel Production Cc Wood Connectors MPAI FL17244,23 10/17/2019 (12) 0,131" x 1-1/2" Long Nails Minimum United Steel Production Cc Wood Connectors RT15 F1.17236,10 2/13/2018 (5) 0.131" x 1-1/2" Long Nails into truss/rafter, (5) 0,131" x 2.1/2" Long Nails into Plate SERIES NAME: United Steel Production Cc Wood Connectors RT7AT F120872.1 12/12/2017 (5) 0.131" x 1.1/2" Long Nails into truss/rafter; (5) 0,131" x 1-1/2s into Plate " Long Nail DIAMOND United Steel Production Cc Wood Connectors RT7A F1.1723610 2/13/2018 (5) 0.131„ x 2.1/2 Long Nails into truss/rafter, (5) 0,131 x 2.1/2 Long Nails into Plate United Steel Production Cc Wood Connectors C44 F111239.1 10/11/2016 (6) 0,162" x 3.1/2" long Nails into Beam; (6) 0,162" x 3.1/2" Long Nails into Post PLAN NAME: United Steel Production Cc Wood Connectors CBE44 FL22052.1 8/13/2018 (12) 0.162" x 3.1/2" Long Nails into post United Steel Production Cc Wood Connectors FA4 FL17249,1 12/21/2017 (3) 0.148" 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 LAST REVISION United Steel Production Cc Wood Connectors RS14.100 FL1724418 10/14/2019 Installed directly to Framing, (36) Min,10d x 1-1/2" with 10d Common or 16d Sinker. 10/14/2019 2.05 United Steel Production Cc Wood Connectors KST272 FL17244.14 (64) Min. 0,162" x 3-1/2" Long Nails 12/12/2017 United Steel Production Cc Wood Connectors HTWM16 FL6223.2 (4)1/4" x 1.3/4" Powers Wedge bolt to CMU, (8) Min, (,.148" x 3-1/2" Long Nails to truss/rafter, 12/12/2017 12/12/2017 United Steel Production Cc Wood Anchor HTA16 FL17680,4 Provide 4" Embedment into CMU and fasten to wood component using (9) 0.148" x 1 Yz" Nails SHEET # United Steel Production Cc Wood Anchor HGAM10 FL17699.1 Provide (4)1/4" x 1-3/4" Dewalt Screwbolt+ or eq. into CMU and fasten to wood a+mponent using (4)1/4" dia, x 1 Y:" long Wood Screws GRP2 1,0 LEGEND FULL HEIGHT 8" C,M.U, WALL FULL HEIGHT 2X4 WO�D STUD PARTITION STONE BRICK ENEER STUD BELOW HEIGHT AND STUD SIZE RSNOTED 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,C, INTERIOR NON - BEARING WALLS FRAMED AT 24" O.C, REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION PLAN NOTES 1. V1 RIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS & DOORS. 2, P1 OVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R308A2 3, P OVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R308.4.5 4. NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS, SPACING S1 ALL NOT EXCEED 24" O,C. (NON BEARING WALLS ONLI 5, P OVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE, 6. W iERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24" O.C., USE 518" DRYWALL OR 112" SAG R SISTANT PER SEC, 702.3.5, 7. T1 E GARAGE SHALL BE SEPARATED FROM THE RESIDENCE &ATTIC BY NOT LESS THAN 112" G PSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL 131 SEPARATED WITH NOT LESS THAN 518" TYPE 7' GYPSUM BOARD OR EQUIVALENT, WHERE T E SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE S PARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112" GYPSUM BOARD OR E UIVALENT. 8. I TALL 1318" THICK SOLID WOOD DOOR BETWEEN LIVING & GARAGE PER FLORIDA BUILDING CODE R302.1.5, 9. AlL WINDOWS INSTALLED 72" ABOVE GRADE MUST COMPLY WITH R6122 MIN. 24" SILL HEIGHT OR PI OVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE. 10. PRTIDE FIRE BLOCKING PER SECTION R302,11 11. PR IDE DRAFT STOPPING PER SECTION R302.12 TABLE R302,6 DwellinglGarage Separation Se aration Material From the residence and attic Not less than gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5 1 -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than Yrinch gypsum board or equivalent 2668 DOOR WI TOP & BOTTOM LOUVERED DOOR SQUARE FOOTAGE 16.67 SQ FT. DOOR STYLES & RAILS -7.05 SQ FT. LOUVERS 118" x 1'-9" x 56" -1,02 SQ FT, NET OPEN AIR FLOW 8.60 SQ FT. 0 M 6'-3" 8'-1 if 7'-0" 2030 SH 6'- 8" H.H. 4',-31 /2" DW o 0 N XX KITCHEN 1 _ c1i W•1•C. '04 3'-2" 12.8 z11.8 ao f:C?1 GRP2 5• 4__7 N I FRIG, OOKUPS �' 3 4'-1 1 /2" 11'-41 /2" 1'-51 /2" 6' ti ELECTRIC RANGE �— 216 618 0 CV c.-D cn w S C-D C" = w o = o M �, N ao N o C" Co c=Fl _ �� o M LU 0• SUITE 13'•4" z 11'•0" 13'..811 10'-31 /2" RFn 4 71-41' 6068 SGD Ln M 3O5.0SH 6" - 8" H,H. — 2X4 WALL, 34112" H. WI 12" COUNTER OVERHANG N M zo 3-0 5.0 SH 6' - 8" H,H. GREAT ROOM 17'•8" z 144" 32"X60" - o TUBISHOWER ° M 0. BATH GRP2 5• N U? o FLEX 5-41, ao 13in i 0 z10 0 n co ® N M 6-71 /2" 4'-7 /2" �4 H2'-3 1 /2",, 10'-91 /2" (2) 216 618 N CO N CV � � I co CV - co V_ C? 216 618 `o M co M BED 3 10'•9" z 10'•0" �- CV w _ cn ao � o T co M o co o M� co LO ti 2I6 618 4'-71 /2" '-21 /2'7jO1 /2" 2'-1 o _Q� N w •� GRP2 5.1 c N BA, 2 M 216 618 FOYER N M c 5'-0" 13'-0" BED 2 N 10'•9" z 104, 1 0 ESCAPE 216 618 310 618 iq 2'-0" 11'-0" C0L 10 5.0 SH TEMP EGRESS 3-0 5-0 SH PORCH 6'- 8" H H 6'. 8" H.H, _ C? 8"I, 3'-8" 811,, 13-0" .811, d-• 411 18'-8" 8`4' CMU 5'-31 /2" 3-8" 5'-41 /2" COLUMN 3'-8" , 1'-10" 141-4" FIRST FLOOR PLAN ELEV'B' 114 -1-0 AT 22 X 34 LAYOUT 118" : V-0" AT 11" X 17" LAYOUT I '� Wo o O N N HN O g 0 W °? � 60 *a u 101-M ro a N �@LLLL o Wd tri o cooQ p H W LLWs 2 C9 c°n Z T WN U J WWW.FDSENG.COM U El 1:1 Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. PLAN # /ORIENTATION: 3911650 / lH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET # GRP2 1,2 1ST ST FLOOR FIN, SHINGLES AS CEM FIFER TO SHEET GRP24,0 FOR WATER INTRUSION DETAILS. REFER TO SHEET GRP24.0 FOR DOOR & WINDOW TRIM DETAILS 9 STUCCO CORNICE DETAIL, B & B SIDING SHINGLES AS SPECIFIED D�''�� CORNICE ELEMENT N CORNICE ELEMENT �'�� (AS REQUIRED) (AS REQUIRED) �' SHINGLES AS SPECIFIED 1ST FLOOR PL. HT. 1171 ED El El El 17:1 W! , / n , l , , OO - - E00EDE�o l _ , _ v r r_ „ _ , ,71 _ CEMENTITIOUS ■ E EE] EL ■ ■ y _ ♦ — — FINISH J C J J 1ST FLOOR FIN, FLR. a 17, 4" WINDOW TRIM 8"x8" CMU COLUMNS PL, HT, FINISH Y ' FIN, FLR, FRONT ELEVATION'B' 1 I I 114II _ -1-0I AT 22" X 34" LAYOUT 118" = V-0" AT 11" X 17" LAYOUT REAR ELEVATION'B' 2 II VI II II II 114 = -0 AT 22 X 34 LAYOUT 118" = V-0" AT 11" X 17" LAYOUT RIGHT ELEVATION'B' 3 II _ II II II 114 -1I-0 AT 22 X 34 LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT u;;= CORNICE ELEMENT (AS REQUIRED) SHINGLES AS SPECIFIED 1ST FLOOR PL. HT_ El 00 00 \J v ; / CEMENTITIOUS FINISH — < — ` \ T' `71 1ST FLOOR FIN, FLR, 1 , 4 LEFT ELEVATION'B' II I II II II 114 =1-0 AT 22 X 34 LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT z - _ ri tit wO r,y co O N N W J U 5 J 05Np •0 QCJ .N d (n to"LL o z W w (O Q p 0 rn (� J Z CO U W try M w Q N U � WWW.FDSENQCOM U Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. PLAN # /ORIENTATION 3911650 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 RP2 ELEV 'B' — ATTIC VENTILATION CALCS 1 /300 Ventilation Max Min Upper Lower Total Ridge Roof Soffit Required Upper Upper Ventilation Ventilation Ventilation Vent Vents Vents Area (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq, in.) (sq. in.) (In. ft.) (ea) (In. ft.) 2133 SF 1024 512 410 520 510 1030 16 4 85 CALCS BASED ON HE FOLLOWING VALUES; 2 of net free area per linear foot -Ridge Vents =15 in -Roof Vents = 70 in 2 of net free area per unit -Soffit Vents = 6 in 2 of net free area per square foot SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHEI IC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES, ALL ASPHALT SHINGLES SHALI. HAVE SELF-SEALING STRIPS OR BE INTERLOCKING & COMPLY WITH ASTM D255 OR D3462, & SHALL SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 ASTENERS PER SINGLE TAB, & SHALL IN NO CASE BE FASTENED WITH LESS FASTENERS THA THAT REQUIRED BY THE MANUFACTURER'S REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D3161, FASTENERS FASTENERS FOF ASPHALT SHINGLES SHALL COMPLY WITH ASTM F1667, & SHALL BE MADE WITH GALVANIZED STI EL, STAINLESS STEEL, OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (0,105') WITH A INIMUM 319 DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENETRATE THE SHEATHING. THE NAIL COMPC NENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A641, CLASS 1, EQUAL, & SHALL BE CORROSION RESISTANT BY ELECTRO GALVANIZATION, MECHANICAL GA.VANIZATION, OR SHALL BE MADE OF STAINLESS STEEL, OR NON FERROUS METAL, ROOF PLAN ELEV F 114 -1-0 AT 22 X 34 LAYOUT 118" = V-0" AT 11" X 17" LAYOUT I In K Lu 0 Lo~a re t W F� �teea.ete at�g �� Jf - - s C. W N N o S� z, O�r� o QCJ�` LLI c6 �oLLLL crn ?o W�moQ pF- UM T W �'E.^ � m z oo W W N co �" U J WWW.FDSENG.COM d U Lakewood Park Job15218 Lot 0018 Block 0152 5701 Shannon Drive 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. iT PLAN # / ORIENTATION 3911650 / LH SERIES NAME: PLAN NAME: LAST REVISION 2.05 SHEET # GRP2 33 VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL. "L" FLASHING ROOF UNDERLAYMENT CAP SHINGLE - APPLY WITH ADHESIVE (DO NOT NAIL) ROOF FLASHING DETAIL 1 II _ II II II 1112 -1I-0 AT 22 X 34 LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT ROOF TRUSSES (SEE PLANS) SHEATHING SIDING PER ELEVATION WEATHER RESISTANT BARRIER G.I. FLASHING (EXTEND 6" ABV, TRIM BD,) CLAD 2xTRIM BOARD (REFER TO ELEVATION FOR SIZE) TRIM BD, TO LAP TOP OF BLOCK2" G,I, FLASHING W1314" PROJECTION PAINTED CEMENTITIOUS FINISH 8" BLOCK WALL OR WOOD STUD FRAMING, REFER TO TRIM BD. LOCATION ON ELEVATIONS TRIM BOARD DETAIL 4 II I II �� II 1112 -_ 1-0 AT 22 X 34 LAYOUT 314"=1'4'ATII"/17"LAYOUT 1112" =1'-0" AT 22" X 34" LAYOUT 1112"=1'4'ATII"X17"LAYOUT WIND"OW HEAD _ 1112 -1I-0" AT 22" X 34" LAYOUT 314" :: V-0" AT 11" X 17" LAYOUT SHOLD AT DOORWAYS SHALL :XCEED 3/4" IN HEIGHT. :SS THRESHOLD IF :SSARY. 8" C.M,U. BEYOND S.G,D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF. SPECS, PLASTER SAND FINISH SLABISTOOP SLOPE TO DRAIN 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 JAMB 6 II I II II — II 1112 _ -1-0 AT 22 X 34 LAYOUT 314"=1'-0"AT11"X17"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 1112" =14" 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 1x SILL SEALANT AT FRAME PRE -CAST SILL WITH DRIP EDGE BUILT UP FOAM TRIM (REF ELEVATIONS FOR SIZE) FLASHINGI CEMENTITIOUS FINISH CMU WALL - REFER TO STRUCTURAL WINDOWSILL 7 II II II 1112 _ � 1I-0 AT 22 X 34"LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT z 0 W U 0 LU 0 -_ R,�. C4 .t,v VAL _ Ta s, hH Woo��� ca s Oar rg LLW t0�Mov m n Q N W C J Ve OLLLL O C"� 0o W o o Q O H Wy'CCC4 m O co 0U�� 0 J Z� ¢� W N M U WWW,FDSENG.COM U U (] Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. �c Liu Z N C c� V � Z cc ... I -- PLAN # ,/ ORIENTATION 3911650/LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP2 4®0 FACE OF WALL �— SLOPE TOP 112":12" SINGLE WINDOW TRIM DETAIL 11 1 II 1 -1-0 AT 22 X 34 LAYOUT 112" =1'4' AT II" X 17" LAYOUT FACE OF WALL FACE OF WALL SLOPE TOP 11211:12" BUILT-UP STUCCO TRIM 4" co -Off �0 4" TYP, REF-ELEV. DOOR TRIM DETAIL 4 _� 1 -1-0 AT 22 X 34 LAYOUT 112" =1'-0" AT I I" X 17" LAYOUT SLOPE TOP 112":12" BUILT-UP STUCCO TRIM TWIN WINDOW TRIM DETAIL 1" =1'-0" AT 22" X 34" LAYOUT 112" =1'-0" AT 11" X 17" LAYOUT SMOOTH CEMENTITIOUS FINISH o1SHAPED FOAM TRIM WALL LINE TYP, STUCCO CORNICE DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT Uj a�,a►ttstt� o _ �, � ""vh, U art `fir ; �• A�i cs r- c0 W C. ice' N u J 0 IN �` a M Q M _I •- d W l L O W ZJarn E z cr LLre O ,Wl, 9 O t6 N CO J :7 U) Q d woo N w Q N W W W,FDSENG.COM O U Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. �C Q W 0 N L1C cv PLAN # /ORIENTATION. 3911650 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# I III ki a El 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 SEE WITH COIL PLAN WRAP FINISH METAL DRIP EDGE 7/16" OSB GUSSET 21-011 ATTACHED PER NAILING SCHEDULE WALL PER PLAN ROOF, OVER EXTERIOR DOOR SCALE: 1/4" = 1'-0" 19 (TYP) SEE 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.G.D. GYP. BOARD RETURN 1x2 PT FIR STRIP @ 24" ---- O.C. INSUL. PER ENERGY CALCS. & SPECS 1x4 PT BASE NAILER 4"CONC. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES & MORE INFO. CONNECTORS PER STRUCTURAL PLANS ROOF MATERIAL PER ELEVATION FELT, OVER STRUCTURAL SHEATHING. PRE ENGINEERED WD TRUSS @ 24" O.C. R-30 INSULATION OR PER ENERGY CALCS. MASONRY 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 ..,3" CEMENTITIOUS FINISH PER FBCR 703.7.2 TYP. ONE STORY MASONRY WALL SECTION SCALE: NTS ENGINEERED - ROOF ROOF MATERIAL PER TRUSSES @24" ELEVATION O.C. MAX. FELT, OVER STRUCTURAL 12 SHEATHING. SEE T / ELEV INSULATION BAFFLE 2X SUB FASCIA WITH COIL WRAP FINISH 6< 1 R-30 INSULATION OR PER ENERGY CALCS VINYL VENTED SOFFIT 1/2" GYPSUM CEILING PER SPECS PERNBOARD HURRICANE ANCHOR @ EACH TRUSS SEE TRUSS LAYOUT WINDOW SEE FLOOR ------__FOR STRAPPING INFORMATION PLAN FOR SIZES DBL. 2 x 4 SYP TOP PLATE INSULATION PER GYP. BOARD RETURN ENERGY CALCS WINDOW SILL CAULK @ SHEATHING PER WINDOW STRUCTURAL PLANS —2 x 4 SILL 2X FRAME WALL PER /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 2 x 4 SOLE PLATE----- 11 72 �A 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 WINDOW SILL - CAULK @ WINDOW 1xP.T. BUCK STRIP WINDOW SEE FLOOR PLAN FOR SIZES — �2" GYPSUM BOARD INSUL. PER ENERGY CALCS. & SPECS CMU PER STRUCTURALAX j 4"CONC. SLAB PER PLANS / STRUCTUAL PLANS 5/8" CEMENTITIOUS FINISH PER FBCR FOOTING SEE STRUCTURAL PLAN FOR SIZE / QEA ii s TYP. TWO STORY WALL SECTION SCALE: NTS W Z W �y'�a;taa ar! Wo N � N f- N p � ax ooZ N a w 0m u- u. o _ cr LH- z O W� a W� � ¢� N MU D W W W.FDSENG.COM d (,) Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. PLAN # /ORIENTATION: SERIES NAME: PLAN NAME: LAST REVISION SHEET p GUNS TIE—IN WITH WEATHE R 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 IING /FATHER BARRIER & ZILY 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 rExT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL GRP2.4,OC N.T.S. (EXT-1) FLASHING CANT STRIP SILL PLATE SEE NC WALL SHEAThiivu vv i in 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 N.T.S. 1: 1 a U0 "0 ul I I I Lej Ue a owl Wail im (EXT-5) 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 AS NECESSARY IN CORNERS THROU FLASHING WEATHER RESISTIVE B TAPE -- 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 BARRIER TO FORM WATER SHEDDING LAPS. 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 N.T.S. (EXT-6) N.T.S. WALL PER PLAN (EXT-7) FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL FAN FLASHING __ — — aanaa►�ea�e� z Lw OV +� 3 f-O N 00 g� !�z O0Y�09 o 5 �� to N - a V) N �"� N d � Q C J (� J Ll' Ll. O F �-Crn 5 O 111 - m o Q O WL-�'(ON m O ®45.ca Z J a r3 �0 C® w� M = U N WWW.FDSENG.COM 0 U ❑ ❑ Lakewood Park Job 15218 Lot 0018 Block 0152 5701 `�hannon Drive 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. AX. MAX. M 1x NAILING STRIP VINYL SOFFIT (INSTALL PER MANUF. SPECIFICATIONS) SHALL MEET R703.11.1 ---^I 1 AA!-IMIT 11rTA 11 1 I l L 1 V 1 i 1 A-6. 1 X V 1 Yd 1 1 V V 1 314" =1'-0" AT 11" X 17" LAYOUT 1ST FLOOR PL. HT, 1ST FLOOR FIN, FLR. RAKE DETAIL VARIES CEMENTITIOUS FINISH 1/2":12 SLOPE BUILT UP FOAM TRIM (REF. TO ELEVATION FOR SIZE) PRE -CAST LINTEL (REF. TO STRUCTURAL) WHEN TRUSSES ARE SPACED 24" O,C,, THE CEILING STRUCTURE MUST BE 518" DRYWALL OR 112" SAG RESISTANT DRYWALL BUILDING SECTION 1 )-318111-0 AT 22 X 34 LAYOUT 3116"=1'-0"ATII"X17"LAYOUT REFER TO STRUCTURAL PAGES FOR FOUNDATION SIZE TABLE R302,6 DwellinglGarage Separation Separation Material From the residence and attic Not less than Y2-inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5 inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than Yrinch gypsum board or equivalent z W 0 W 0 _ �q/l�p91�o WO N N H N p 3k Z Ln J L) 00 w y(1) L` a a w C9��u'L -0Y m c, O @Q¢ WL 0 O Z_ =$ m m U00W 0� (1,a a _ a M W °� N w N M " U J N ❑ ❑ WWW.FDSENG.COM � U Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. m Z O_ N H a L W PLAN # / ORIENTATION 3911650 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP2 4,3 �i _ rf" W24 30 KITCHEN 1 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT W24 30 KITCHEN 4 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT W36 30 � FRIG, HOOKUPS KITCHEN 2 112" =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 32760" TUBISHOWER W24 30 W3012 W36 30 L11'-411 KITCHEN 3 112 -1-0 AT 22 X 34 LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT 32760" TUBISHOWER OWNER BATH 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT 6-8 3/4" KITCHEN 2 112" =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 32760" TUBISHOWER W24 30 W3012 W36 30 L11'-411 KITCHEN 3 112 -1-0 AT 22 X 34 LAYOUT 114" =1'-0" AT I I" X 17" LAYOUT 32760" TUBISHOWER OWNER BATH 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT 6-8 3/4" z 0 LU `���t3tt6FFppjf 'pA -Ir rzs OX -- -- o Mo O - - ip�FC: teia� t.t00 00 LU N o^O F- N p m a �r Z � J N C J N N d a Uj Q (7_j O 0 Z—aw 7 Z O co Q W ,c a Uj 0 O m LL Q U) Cp -Z6 o- U LU N Q WWW.FDSENG.COM U U Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. c^ Z O F-- Q N ■.. d J W 0 DC W 1-- Z PLAN # / ORIENTATION 3911650 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET # GRP2 51 GFI !I� ou o — C-D =�-- o ?1-1„ KITCHEN "' �C--D 10 E r-, i o 0, SUITE n p GFI �\ O` 1, +_ 0, BATH Carpet r7 Vinyl O c �� BED 4 � � I i I 2+�`NATER �} MECH HEATER SERVICEt, �. r }» DISCONNECT �_ SERVICE GFI ( P) — DISCONNECT BREAKER " KEYLESS BOX IN ATTIC � 2-CAR GARAGE KEYLESS —� GARAGE DOOR OPENER PREWIRE 1 GREAT ROOM n 6 '-91 /2� v v 8'-10" I M FLEX I 1,, BED FOYER GFI (WP) ELECTRICAL -1 ST FLOOR - ELEV'B' 114" = V-0" AT 22" X 34" LAYOUT 118"=1'4'AT11"X17"LAYOUT BED 2 TV N GENERAL NOTES 1, ARC FAULT ALL 15 & 20 AMP CIRCUITS & INSTALL TAMPER RESISTANT RECEPTACLES, RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 210.12 & 406,12 2, ALL ELECTRICAL EQUIPMENT TO BE SET 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 10' OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9B-3.04.12, INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 1612 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1603 SF GENERAL LIGHTING @ 3W 1 SQ, FT. 4309 1 WATER HEATER 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 36,326 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 % (26,326) 10530 20530 HEAT LOAD 9400 W 6110 65% A/C LOAD 2.5 tons 4400 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 26,640 VA DEMAND LOAD AMPERES 111 @ 240V NEUTRAL DEMAND AMPERES 74 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES POUTLET 110V � OVTtEf � N Q Wql� LIGHT 0 GARAGE DWR O SMOKE DETECTOR O O � OPENERPRfWIRE OUTLET - 11W GROUND FAULT OUTLET -PHONE o� 18"LIGHT BAR FLUSH MOUNT SIC SMOKEDETECTOWCO2 � INTERRUPTER OUTLET -110V GROUND FAULT COACH LIGHT- BATHROOM INTERRUPTER� SWITCH-SINGlEPOLE FRONT DOOR 0 SURFACE CAN LIGHT FE] EXHAUST FAN � WATERPROOF SIT OUTLET 2201 3 SWITCH -SWAY � COpCHIIGHT- (l 0 REAR DOOR C-:�D OPTIONAL FLUORESCENT � FAN PREWIRE � 1'K4'2NMPS �4 SWITCH 4WRY 0 TO POUV'ER CO. TRANSFORMER BY UTILITY COMPANY 2 METER MAIN COMBO 150 AMP NEM43R OR 200 AMP NEMA 3R 200 AMP INSIDE PANEL 3 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) WIRE SCHEDULE. 1 TO POWER CO. TRANSFORMER 2 #4 BARE COPPER 310 SE AL (FOR 150 AMP) 3 OR 410 SER AL (FOR 200 AMP) PER NEC ELECTRICAL RISER DIAGRAM NOT TO SCALE PANEL SCHEDULE # # # DESCRIPTION # 1 AHU WTI'fi HEATER 50 AMP #6 1 2 RANGE 40AMP #8 2 - 3 3 4 4 5 DRYER 30AMP #10 5 6 ACU 30AMP #10 6 7 7 8 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 11 12 DISHWASHER 20AMP #12 12 13 BATH GFCI 20AMP #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 414 21 22 NOOK/ DR 20AMP #12 22 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 25 BED 2J 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 z W LU cr- -,.tZ; Wo N _ N �N p alr Z � a J U's M O lB d �JLLLL ON 0- W x Q �0 F- WL �C LLroN� m 0 �nr_ a ca Z M WO0 N Q N M U WWW,FDSENG.COM O U Lakewood Park Job 15218 Lot 0018 Block 0152 5701 Shannon Drive 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. .1 ces ei V_ CC V W W PLAN # /ORIENTATION: 3911650 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP2 6,2 ��� REVISION SUMMARY STRUCTURAL DESIGN CRITERIA II�:I�III��II NO. DAI E REVISION DESCRIPTION DESIGNER CODE CRITERIA CENTURY d FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. • 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 WJH, LLC © 2020 • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16 • ALUMINUM DESIGN MANUAL - AAF-20 Mfflt GENERAL ROOF LOADING �a��m SHINGLE METAL TILE HEAVY go ro r " o o ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) woos TOP CHORD LL 20 20 20 20 CDs CD<� TOP CHORD DL 10 10 15 25 C' `� y aJ BOTTOM CHORD 0 0 0 0ENTURY COMPLETE C mp�o�s a BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 40 40 1 45 55 i* BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ABBREVIATIONS ATTICS W/ HEAVY STORAGE 50 " ATTICS W/ NO STORAGE 10SO "00 A.B. Anchor Bolt Fir. Sys. Floor System PSF Pounds per square foot (NON -CONCURRENT) t` o "' LO LO J N CV Abv. Above F.O.M. Face Of Masonry P.T. Pressure Treated NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN G 1' � ° a � w Adj. Adjustable Ft. Foot / Feet Rad. Radius MODEL B LH39 650APPROVAL FROM FOR OR INDICATED ON PLAN A.F.F. Above Finished Floor Ftg. Footing Req'd. Required t a C M = w W ' 19 N a w ALT. Alternate Galy. Galvanized Rm. Room pJL � Bm. Beam G.C. General Contractor Rnd. Round GENERAL FLOOR LOADING = Z " Z=•o� � o "r it = CCU 0 1 B/Beam Bottom of Beam G.F.I. Ground Fault Interrupter S.F. Square Ft. Brg. Bearing G.T. Girder Truss SHT Sheet TOP CHORD LL 40 (PSF) COMMENTS: Z in a a Cant. Cantilever Hdr. Header S.L. Side Lights TOP CHORD DL 10 PSF f0 BOTTOM CHORD LL 0 (PSF)ix :' " `�" "' Cir. Circle Hgt. Height S.P.F. Spruce Pine Fir Cig. Ceiling Int. Interior Sq. Square BOTTOM CHORD DL 5 (PSF) 1) ❑ El CJ Control Joint K/Wall Kneewall S.Y.P. Southern Yellow Pine Col. Column L.F. Linear Ft. Thik'n. Thicken SPECIAL FLOOR LOADING wwtiv.FDsarrG.coM Cont. Continuous Max. Masonry T.O.B. Top of Block GAME ROOM / READING ROOMS 60 (PSF) COMMENTS: Dbl. Double Max Maximum T.O.M. Top of Masonry BALCONIES/ DECKS 40(PSF) d. A SINGLE CONCENTRATED LOAD BALCONIES OVER 100 SQ:FT 100(PSF) APPLIED IN ANY DIRECTION AT ANY LOT 18 BLK. 152 Dia. Diameter Min Minimum T.O.P. Top of Plate LIGHT STORAGE 125(PSF) POINT ALONG THE TOP. LAKEWOOD PARK GUARDRAILS AND HANDRAILS 200(LBS)(d) f. BALUSTERS AND PANELS FILLERS E.W. Each Way Mir. Ea. Each M.L. Mirolam Trans. Mirror Typ. Typical ransom mow GUARDRAIL IN-FIL.L COMPONENTS 50 (LBS)(f) SHALL BE DESIGNED TO WITHSTAND 5701 SHANNON DR. Elec. Electrical Mono Monolithic U.N.O. Unless Noted Otherwise STAIRS /NON SLEEPING ROOMS 40 (PSF) A HORIZONTALLY APPLIED NORMAL T. PIERCE, FL 34951 Elev. Elevation N.T.S. Not to Scale Vert. Vertical SLEEPING ROOMS 30 (PSF) LOAD OF 50 POUNDS ON AN AREA E.O.R Engineering or Record O.C. On center V.L. Versalam LIBRARIES -STACK ROOMS 150(PSF) EQUAL TO 1 SQ. FT. Ext. Exterior Opn'g. Opening VTR Vent through Roof HABITABLE ATTICS SERVED Exp. Expansion Opt. Optional W Washer w/ FIXED STAIRS 30(PSF) F.B.C. Florida Bldg, Code Pc. Piece W/ With PASSENGER VEHICLE GARAGES 50(PSF) Fin. Fir. Finished Floor P.L. Parallam W.A. Wedge Anchor Fir. Floor PLF Pounds per linear foot Wd Wood Fdn. Foundation Pit. Ht. Plate Height WP Water Proof ROOF TRUSSES*DEFLECTION CRITERIA LU360 TL/240 COMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LU360 TL/240 TERMITE SPECIFICATIONS GENERAL STRUCTURAL NOTES FLOOR TRUSSES/BEAMS LL/360 TL/240 FLOOR I -JOIST"`*" LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN ****TL MAX 1/4" DIFFERENTIAL BETWEEN * ,*TL MAX 3/4" ADJACENT TRUSSES CAST IN PLACE REINFORCED CONCRETE STRUCTURAL STEEL TLMAX 1/2" SEC_TI N R318 PROTECTION AGAINST TERMITES - - -- - TERMITE P ROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 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 LOADINGCRITERIA PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED PLUS OR MINUS V, AND HAVE 2 TO 5% AIR ENTRAINMENT, 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 ENDS OF ALL TOP BARS OF BEAMS. BOLTS TO BE A325 U.N.O WIND SPEED (ULTIMATE) 160.0 MPH CONSTRUCTION (SEE SECTION 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 APPLICATI N OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP EXPOSURE CATEGORY C ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS 5. FIBER MESH LENGTH SHALL BE %" TO 2", DOSAGE AMOUNT SHALL BE FROM 1.0 TO 1.5 LBS PER CUBIC YARD IN ACCORDANCE WITH THE DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL BUILDING CATEGORY II 2 BUILDING TYPE V THE FOLLC WING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE MANUFACTURER'S AND SHALL COMPLY WITH ASTM C1116 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 PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL 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 ESTABLISH D BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." A615M GRADE 60 U.N.O. REINFORCING FOR FOOTING 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: REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET 2 STORY HOME IS 30FT NOTES: PER DETAIL MS05/11-1. WELDS SHALL BE 3/i6" UNO. 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID 7, HIGH STRENGTH SIMPSON SET EPDXY -TIE WAS USED 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 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS BORA E OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. AND CLADDING WIND PRESSURES AND SUCTIONS PRODL CT APPROVAL 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 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED RESIDENTIAL IS TO BE IMPLEMENTED. F303.4 CONCRETE 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 60 ft PORT! NS 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) 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. SPECIFICATIONS (IF PROVIDED). SUBMIT REPOWIND PRESSURE ANDRTS TO ARCHITECT AND ENGINEER. WIND AREA (+) VALUE DENOTES PRESSURE SUCTION DIAGRAM MASONRY (SQ FEET) (-) VALUE DENOTES SUCTION - -- PRE_ ENGINEERED WOOD TRUSSES AREA 50 - 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 (+) 38.8 ,- (+) 38.8 �f\ STRENGTH OF 2000 PSI ( f m = 2000 PSI) 1. ALL PREFABRICATED WOOD TRUSSES SHALL E;E SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR (-) 42.0 JB3 (-) 51.82MORTAR SHALL BE 7.0 - -NOTICE TO BUILDER AND ALL SUBCONTRACTORS- ' 3. COARSE GROUT SHALL CONFORM TOASTM O 76-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 2. PREFABRICATED WOOD TRUSS SPER STRUCTURALNSHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR 20 - 49.99 (;; (+} 37.0 OD(+) 7.6 DAYS OF 3000 PSI SLUMP 8" TO 11 ". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. - - (+} 34.6 (+) 34.6 r ^ 5; 4. GRADE 60 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO 50 - 99.99 E % (-) 37.8 (-) 43.4 IT IS THE I TENT OF THE ENGINEER LISTED IN THE TITLEBLOCK OF THESE DOCUMENTS THAT THESE 4 1' 5. GRADE 60 U.N.O.VERTICAL REINFORCEMENT SHALL BE 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. (+) 32.9 (+) 32.9 4J i O DOCUMEN S BE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY WHICH EVER IS LESS. REINFORCING SHALL BE PLACED 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. 100 (G ) _ 35.0 `H' - 39.2 �,' / J ATTEMPT AS BEEN MADE TO PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS ARE 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/L1, 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 REQUIRED TO: GARAGE DOORS* SOFFIT 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: 1. REVIE ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE 9'-0" x 8'-0" 16'-0" x 8'-0"a a Y N ERRORS, FLOW OF GROUT INTO CELLS BELOW, THE USE OF FELT 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 SI ANY WORK. THE ENGINEER ARE NOT RESPONSIBLE FOR AN PGA O 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING, CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE CESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. (+) 34.0 \ J (+) 32.6 , K (+) 38.8 DIAGRAM POMISSRIOR OHS, OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE ENGINEER g TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 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 STRICTLY CONSTRUCTION. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS 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 Z 2. SHALL STRICTLY OBSERVE ALL APPLICATION CODES DURING THE COURSE OF CONSTRUCTION GENERAL PRESSURE NOTES 11. CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY 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 TO z N INCLU ING ALL STATE, CITY, AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, � cn PLUME ING AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS PRIOR TO WATER LOSS AND SETTLEMENT HAS OCCURRED. GROUT SHALL BE FLUSH WI1 H TOP OF WALL. FABRICATION. NOTES: 2w - - 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 COMM NCEMENT OF WORK. m 3. THE A CHITECT i ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS WOOD SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. PRESSURES. p O 0 AND THODS OF CONSTRUCTION, TECHNOLOGIES, OR THE CONTRACTION TO CARRY OUT THE - 2. "a" = END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR_ BUILDING CORNERS. * u Q WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS OR RELATED CODES. D FOR OTHER DOOR SIZES, 1. ALL EXTERIOR WOOD STUDS WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. STRUCTURAL WOOD FRAMING MEMBERS,(I.E. BLOCKING OR GABLE UPLIFT CONNECTORS INDICATED PRESSURES CAN BE INTERPOLATE 4. THE F OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. MING PLAN SHOWN INDICATES THE "TRUSS SYSTEM" AND IS THE RESPONSIBILITY OF THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST LAN # ORIENTATION TRUS SYSTEM ENGINEER (DESIGN PROFESSIONAL OF RECORD). THE TRUSS DESIGN ENGINEER MATERIAL SHALL BE USED, AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE SPF #2. 1. UPLIFT CONNECTORS SUCH AS HURRICANE Cl, IPS, 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 (DELE ATED ENGINEER) HAS FINAL, RESPONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSS 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED 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 GREATER AND IS CONSIDER TO BE IN THE WIND -BOURNE DEBRIS AREA. PROR E, AND IS TO SUBMIT A FINAL SET OF TRUSS ENGINEERING SIGNED AND SEALED TRUSS FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF 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 CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR 1612 BLK DRAW NGS TO DESIGN PROFESSIONAL OF RECORD FOR REVIEW PRIOR TO FABRICATION 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE: CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION WALLS.AND STRUCTURAL PLANS FOR MORE INFO. PERMITTING. 5. ANY D SCREPANCY OR ERROR IN DIMENSIONS OR NOTES WITH IN THIS PLAN SHALL BE BROUGHT SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. SERIES NAME: CONS RUCTIONATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD REPAIR NOTES . , ACQ-C, ACQ-D, SHEET INDEX VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSIONFOR EXAMPLE6. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. SO NOTES & SCHEDULES DIAMOND DOCUI IENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY BE DIP ECTED TO OUR QUALITY ASSURANCE MANAGER AT 321-972-0491 IMMEDIATELY. NO BACK 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE S1 FOUNDATION PLAN B CHAR ES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE THE ENGINEER WITHOUT WITHOUT WOODEN TOP PLATES. PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. PLAN NAME: ADVA CED NOTIFICATION AND APPROVAL BY THE ENGINEER. PAYMENTS WILL BE MADE IN 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 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 S2 ROOF FRAMING PLAN B ACCO DANCE TO THE TERMS OF THE AGREEMENT. 8. ALL ENGINEERED LUMBER TO HAVE THE FOLLOWING 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 3911650 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=2400 PSI) MIN. THE NORMAL WAY DURING BOND BEAM POUR. L2 LINTEL CHART & NOTES 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDI= (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 OSB FOOTING). SN NOTES & SCHEDULES 9.2. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHAi L FINISH FLUSH TO EXTERIOR WALL FACE. 4. MISSED LINTEL STRAPS FOR MASONRY CONS, RUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) %"x 2%" TITENS TO OZ 9.3. WALL SHEATHING: �6" STRUCTURAL I OSB EXPOSURE 1 OR 1%2" RATED OSB EXPOSURE 1 (SPECIFIC GRAVITY, G=0.50, MIN.). A MINIMUM Y8" SPACE MASONRY AND (7)-10d NAILS TO TRUSS FOR U �LIFTS LESS HGAM10 HAN (4) 6 TLB S 9 2" SE (2) SCREWS FORUPLIFTS PLI TSx 2S/4TT TENS ONE EACH SIDE OF BUSS. APIS D1 FOUNDATION IS RECOMMENDED BETWEEN PANELS AT EDGE AND END JOINTS TO ALLOT MISSED, CONTRACTOR IS TO INSTALL (2) SIMF, DETAILS J FOR EXPANSION. PER R604.3 SHEATHING SHALL NOT BE USED AS ED OR NO MORE THAN 3 IN A ROW WITHOUT_ APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 5. NO MORE THAN 10 STRAPS MAY BE SUBSTITU �TION - -- D2 FLOOR FR,•�MING DETAILS SHEET # 10. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIEL S. EXPANDED_ METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO ARE MISSED CONTACTTHEFOR-FOR SUBSTI3_ WOOD SHEATHING WITH 11" LONG, 11 GAGE NAILS HAVING A /6" HEAD, OR 1 32` - - -- 6. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) - -- - 2 - -- - -- -- LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1062 , I SIMPSON HIGH STRENGTH EPDXY W/ MIN 6 EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR OR C1787, OR AS OTHERWISE APPROVED(REF. 2020 FBC-R R703.7.1� --- - - - --- - -- - --- 16d x 21/2 NAILS AND 5/8" ANCHOR BOLT SET L IF STRAPS ARE MISSED UNDER GIRDER JAMB ,3TUD LOCATIONS.so WS01 D2 ■ II I I � f�'' II (1 � 11 I II III I I I I I I I II II II I M I — I, I �I i I I. WS01 ■ D2 ,; I , r, 77, I — 7 HI WS01 D2 I I I — I I G� I ■ I /� l i M M r ■ II II II II II ii I' MS12 MS12 �, ■ — L2 I I L2 r II II II II II II � WS01 i D2 O TYP. U.N.O. ROOF FRAMING PLAN B SCALE: 1 /411 = V-0" @ 22x34 SCALE: 1/411 = V-0" @ 11x17 RSN ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 160.0 MPH ✓IND SPEED (ALLOWABLE) 123.9 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF_>20 TO 27 DEC,. WIND AREA (+) VALUE DENOTES PRESSURE [4 12]-[6 12] (SQ FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -49.98 -68.93 -68.93 -68.93 10 J GABLE -49.95 -49.95 1 -79.64 1 -79.64 -79.641 -102.64 - 10 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � \/ ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ! Y(�( ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: ( 1� SHIN GLE:19332� TIL' EXP. 1 (1120) TIL E_ NOTE: — 3 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 /8" x 0.113") NAILS I i 3oL 3rT3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN "/2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �K — 7 eVv �I a=4ft 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 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. MAIN FLOOR LEGEND IIIIIIII SYMBOL DESIGN DESCRIPTION CENTURY BW# INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN, SEE 5�rf&e_ 2x_ ARCHITECTURAL PLANS FOR WALL WIDTH, 2x4 MINIMUM U.O.N. I I I I I I INDICATES BUILT UP COLUMN, SEE C# FRAMING PLAN FOR SIZE, DETAIL WF37/SN FOR PLY ATTACHMENT AND UPLIFT 3091 GOVERNORS LAKE DR. ® CONNECTION SCHEDULE ON SN FOR SUITE 300 CONNECTION TO SLAB NORCROSS, GA 30071 PHONE: 336-282-3606 C#* INDICATES NO BOTTOM CONNECTOR REQUIRED. ATTACH BASE w/(4) 12d WJH, LLC @ 2020 TOENAILS. INDICATES AN OPENING HEADER H# CONSTRUCTED PER HEADER SCHEDULE btco�at ON SHEET SNw= zg 4` s,�� •F� INDICATES STRUCTURAL BEAM SEE ODESIGN B# AND ATTACHMENT o Np1.ffi • �4� SPECIFICATIONS PER BEAM SCHEDULE W ? 0 0. K ON SHEET SN. hw d OUPLIFT INDICATES UPLIFT CONNECTOR. SEE CONNECTOR SCHEDULE ON SHEET SN 3 t pm to`"a� � �•�aASte�� M WINDOW PRESSURE - OINDICATES # SEE SO FOR MORE INFORMATION. INDICATES LINTEL PER LINTEL PLAN L1CD M N ° LL FRAMING NOTES: z 1. SEE WIND SPEED CHART ON SN FOR WINDOW u'> o a 1 a PRESSURES 6 CN, o W a GENERAL NOTES: 'co-L. z s v cul 3 o 1. THE FRAMING PLAN SHOWN INDICATES THE "TRUSSa L6. 9 q ¢ c ° SYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSSz �° M d c SYSTEM ENGINEER (DESIGN PROFESSIONAL OF zN N_ M c RECORD). THE TRUSS DESIGN ENGINEER ° v U J (DELEGATED ENGINEER) HAS FINAL, RESONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSS PROFILE, wwwrDSErccoM AND IS TO SUBMIT A FINAL SET OF TRUSS ENGINEERING SIGNED AND SEALED TRUSS I DRAWINGS TO DESIGN PROFESSIONAL OF RECORD LOT 18 BLK. 152 FOR REVIEW PRIOR TO FABRICATION LAKEWOOD PARK 2. INSTAL TEMPORARY & PERMANENT TRUSS BRACING 5701 SHANNON DR. 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 PROVIDE T'x3" HOLE IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF. THROUGH AS REQ'D. (DO NOT CUT STEEL IN PRE -CAST LINTEL) BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP----- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES. WALL TYPE Z w SYMBOL DESIGN DESCRIPTION o 0 0 —, U Q 2x_ INTERIOR BEARING SHEARWALL -SEE BEARING WALL SCHEDULE ON SHEET SN LAN # / ORIENTATION FOR REQUIREMENTS. I i l I i I INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN MASONRY WALL TOP @ 8'-0" 1612 BLK SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.01 SHEET # ERAL CONCRETE LINTEL SCHEDULE GE APPRO ED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY AND LOTTS. nWCENfiURY o TOP KNOCK Ci;�r6fe •°° OUT/LINTEL BLOCK F FILLED wl GROUT COURSE w/1-#5 TOP, U UNFILLED CELL `t <"N ° ° a° MIN R RECESSED QQUANTITY OF #5 -,z GROUT REBAR (BOTTOM) 3091 GOVERNORS LAKE DR. - 8F16-1B/1T SUITE 300 °a • #5 REBAR @ BOTTOM QUANTITY OF #5 NORCROSS, GA 30071 OF LINTEL CAVITY, WHEN APPLICABLE REBAR (TOP) PHONE: 336-282-3606 BOTTOM REINF. NOMINAL HEIGHT � WJH, LLC 2020 PROVIDED IN 75/8" AC UAL LINTEL (VARIES) NOMINAL WIDTH 8"NOMINAL TYPICAL LINTEL DETAIL TYPE DESIGNATION LINTEL DESIGNATION SCHEDULE 1 E \ Y"o'0 4 a O.M. will,'v - °z MARK LINT L DESIGN MARK LINTEL DESIGN o,��o Oa 8RF6- B/1T 8RF14-OB/1T `-'` ,. CONT. /1T O 8F16-OB/1T r' ww �' O 8F8-0 8RF141B/iT 8F20-OB/1T 0 30 B/1T O° 8RF22-OB/1T O° 8F16- B/1T P 8F24-OB/1T 00 e 8F20- 1B/1T O 8RF30 OB/1T P to 00 co z. f c' N N N p O 10 O 8RF2 B/1T R O 8F32 OB/1T z ' J C W W��C) o W a c O 8F24- 1B/iT Os 8F28 1B/iT -. i __ .N T'.� d M V co W (n N aLu 9 � LL p a 0 `_° W � z 0 O 8RF3 _ i 8F32 B11T r 8F401B/1T B/1T u 8F16 26/2T/ _ - _ = - - Q Q 1300 F12- / M� U � W p m GENERAL 1 STALLATION NOTES: i 1. PROVI E FULL MORTAR HEAD AND BED JOINTS. e II W W W FDSENG.COM 2. SHORE 3. INSTAL FILLED LINTELS AS REQUIRED ATION OF LINTEL MUST COMPLY w/ THE ARCHITECTURAL AND STRUCTURAL O DRAWI GS 4. U -LINT LS ARE LOCATED MANUFACTURED w/ 5�Y2' LONG NOTCHES AT THE END TO / LOT 18 BLK. 152 ACCO MOD ATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL Lf ELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 1T-4" LAKEWOOD PARK AND L NGER w/ NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180 5701 SHANNON DR. 6. BOTTO FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OFTHE LINTEL FT. PIERCE FL 34951 CAVITY 7. �/32" is ANCH IRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL RAGE i I 8. CAST-1 -PLACE CONC. MAY BE PROVIDED IN COMPOSITE LINTELS IN LIEU OF CMU _ A 9. SAFE L AD RATING BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. FLORI APPROVAL NUMBER 158.1 / ���� 11. THEE ERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY / WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-926 R OTHER APPROVED COATING 12 LINTEL LOADED SIMULTANEOUSLY w/ VERTICAL GRAVITY AND UPLIFT) AND ( ' HORIZONTAL (LATERAL) LOADS SHOULD BE FOR COMBINE LOADING WITH THE FOLLO ING EQUATIONS: APPLIED VERTICAL LOAD APPLIED HORIZONTAL- LOAD 1 - - / i - S --- — - FE VERTICAL LOAD SAFE HORIZONTAL LOAD - GENERAL ATERIAL NOTES: 1. fc PRE AST LINTEL = 3500 P.S.I. LINTEL = 6000 P.S.I. D O 2. fc PRE TRESSED 3. GROW ED PER ASCM C476 fg = 3000 P.S.I. w/ MAX 3/" AGGREGATE AND 8" TO 11" SUMP 4. CMU P 5. REBARPER R ASTM C90 w/ MIN NET AREA COMPRESSION STRENGTH = 2000 P.S.1 ASTM A615 GRADE 60 - � D O 6. 270 LO RELAXATION 7/32" WIRE PER ASTM A510 7. MORTAR PER ASTM C270 TYPE M ORS I � GENERAL LINTEL EL NOTES: i ' 1. AREA OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. 1-#5 R BAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY _ I i OPENINGS. U.N.O. I 3. ALL S NDARD LINTELS TO HAVE MIN. 4" BEARING EACH END BASED ON CAST CRETE, LOTTS AND QUALITY LINTEL SPECS. 4. LINTELMINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE S RENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMA LER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. / 5. O AN LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE L AD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND T EREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. T VERIFY ALL LINTEL DIMENSIONS IN FIELD. DIMENSIONS SHOWN ARE CLEAR SPAN ONLY -,.- - -- - WALL TYPE SYMBOL DESIGN DESCRIPTION 2x INTERIOR BEARING SHEARWALL - SEE BEARING WALL SCHEDULE ON SHEET SN FOR REQUIREMENTS. z i� n w INDICATES BEARING WALL SEE BEARING I O i O � I I I I I I WOOD BEARING SCHEDULE ON SN u CONT. MASONRY WALL TOP @ 8'-0" r� AN #/ ORIENTATION � 1 1612 BLK PLAN KEY NOTES� 1J PROVIDE 3"x3" HOLE IN BOTTOM OF PRECAST LINTEL REQ'D. SERIES NAME: TO EXTEND WALL REINF. THROUGH AS %Mid pp(DO NOT CUT STEEL IN PRE -CAST LINTEL)DIAMOND 0 PLAN NAME: 3911650 LAST REVISION 2.01 LINTEL PLAN B SHEET# SCALE: 1 /4" = 1 -�" @ 22x34 SCALE: 1/8" = 1A" @ 11x17 Am NOTE: SEE ARCH. DWG'S. FOR ALL RISER AND TREAD DIMENSIONS, HANDRAIL & GUARDRAIL INFORMATION, AND FINISH REQUIREMENTS. ALL HANDRAILS & GUARDRAILS SHALL BE SUPPLIED BY THE CONTRACTOR AND SHALL BE DESIGNED TO RESIST SINGLE LOADING 200-POUND CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL AS SPECIFIED IN TABLE R301.5 OF THE 2020 FLORIDA RESIDENTIAL BUILDING CODE. 3/4' PLYWOOD OR OSB FLOOR SHEATHING ATTACHED TO FACE OF PRE-ENGINEERED TRUSS 2x BOTTOM CHORD INSTALL 2x BLOCK BLOCKING BETWEEN EA. SIDE @ CENTER 1ST TRUSS BAY @ EA. STRINGER STRINGER CONNECTION 2x8 LEDGER #2 SYP NOTCH STINGERS (P.T. IF MAS.) w/ (3) FOR BEARING ON STANDARD (3) 2xl2 16d NAILS TO STUD (2) 2x12 HDR. STRINGERS W/ SIMPSON A34 OR (2) 1/4"x3 1/2" CLIP @ LANDING (USE (.2) TITENS TO FLOOR MASONRY @ 16" O.C. SHEATHING FORCENTER SIMPSON A34 CLIPS EA. END FOR CENTER STRINGER) 2x8 #2 SYP JOISTS @ LANDING @ 16" INSTALL 2x BLOCK EA. O.C. w/ SIMPSON SIDE @CENTER A35 CLIP OR LUS26 (2) 2x12 HDR. w/ STRINGER CONNECTION HANGER EA. SIDE (3) 2x STUDS AT EA. END FOR BEARING CONNECTION (USE SIMPSON HUC212 FASTENED TO (3) 2x STUDS FOR HANGER CONNECTION) 8" CMU WALL OR (ALIGN W/ BOTTOM OF 2x4 #2 SYP STUDS LOWER STRINGERS) @ 16" O.C. STANDARD (3) 2x12 STRINGERS W/ SIMPSON A35 CLIP AT LANDING (USE (2) SIMPSON A35 CLIPS FOR CENTER STRINGER) STANDARD (3) 2x12 #2 -� SYP STRINGER - SEE R302.7: UNDER STAIR PROTECTION GENERAL STAIR ENCLOSED SPACE UNDER STAIRS THAT IS FRAMING INFO. ACCESSED BY A DOOR ACCESS PANEL SHALL HAVE WALLS UNDER STAIR 2x FRAMED WALL - SURFACE AND ANY SOFFITS PROTECTED LOCATED AS PER - ON THE ENCLOSED SIDE WITH 1/2" ARCH. DWG'S. GYPSUM BOARD TYP. LANDING FRAMING SECTION MIN.(1) 2X STUD @ TOP OF SIDE SEE PLAN FOF STRINGER (TYP.) DEPTH OF LANDI (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"X3 z"� TITENS/TAPCONS @ 16" O.C. MAX. (1) 2X12 #2 SYP MID -STRINGER UP TO T-11" WIDE STAIR (USE (2) 2X12 MID -STINGERS FOR 4'-0" TO 5'-O" WIDE STAIR) - FASTEN MID -STRINGERS) TO BEAM W/ (2) SIMPSON A35 CLIPS OR SIMPSON LSSU210/USP LSSH210 HANGER x 4 On 0-0 w Lu g LL 1777"Z a� X k' (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 HUC212-2/USP HD212-IF HANGERS EA. SIDE MIN. (3) 2X STUDS REQ'D @ END OF — LANDING W/ MIN. (6) 16d NAILS FROM LEDGER TO STUD PACK / 9' 0" MAX LANDING LENGTH / 15 0" MAX STRINGER LENGTH TYP, LANDING FRAMING PLAN -PRE-ENGINEERED TRUSS - SHIFT SLIGHTLY AS REQ'D. FOR STAIR FRAMING 2x BLOCKING @ EA. STRINGER CONNECTION STANDARD (3) 2x12 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 3/4" MIN. TREAD DEPTH 10" P.T. THRUST BLOCK SECURED TO SLAB N 1/4"X31/2" TAPCONS @ 16" O.C. VAPOR BARRIER BETWEEN j� 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" O.C. MAX. TO EACH STUD. ((2) 1/4"X3 1/2" TITENS/TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) /11 n � GENERAL STAIR SECTIONS & PLAN cnn 1 J V V 1 / SCALE: 3/4" = V_0" @ 22x34 /� SCALE: 3/8" = V-0" @ 11x17 36" MIN. LAP 25" MIN. LAP 20" MIN. LAP SEE PLAN FOR TOP OF WALL AND LINTEL INFO #5 REINF. BAR w/ 17/" , ° ° RADIUS @ 900 BEND #6 REINFORCEMENT BAR �- #5 REINFORCEMENT BAR #3 OR #4 REINFORCEMENT BAR #6 LAP SPLICE #5 LAP SPLICE #3 & #4 LAP SPLICE a ° 10 TYP. REBAR SPLICE PRE AST LINTEL RECESSED LINTEL M S05 a N FOR RANSOM H SCALE: 3/4" = 1'-0"@ 22x34 ° #5 STD. 90_' HOOK_ SCALE: 3/8" = V-0" @ 11x17 as TRANSOM OPENING 45 4 ° a FILLED CELL wl 1 VERTICAL EA. CELL Lol a FRAME INFILL, BY BUILDER, SEE LINTEL, SEE PLAN PRECAST LINTEL, RECESSED WF01/L2 FOR MORE �/s'O.S.B. EA. SIDE LINTEL WHEN REQ'D INFORMATION ° 5%Z° DIA. x 8" "J" BOLT, _ 2x BLK'G TO O.S.B. ° MIN. 5 LOCATIONS i14 w/2-8d EA. END NOTE: MAY CUT BACK 2x8 P.T @ CONT. WD TRIM ce) PRECAST RECESS LINTEL, OR a TOP TO ALLOW CONT. 2x4 BUILDER OPTION BELOW 4° EDGE VIEW BLOCKING AROUND CURVED w/ 2 a TAPCON ANCHOR TO 2x8 MIN. 2x6 P.T. WD JAMB - - d Q ° - d — - TRACK MOUNTING DETAIL o M OPTION: IN LIEU OF PRECAST LINTEL G.C. MAY USE Y2'x8'° A.B. w/2" WASHERS 2-2x8 HEADER TURNED SIDEWAYS. ATTACH FIRST MIN. 5 PER JAMB, SET IN PLY OF 2x8 TO MASONRY WALL w/ I I U26 HANGER @ KV) 16d TOE TYP. FILLED CELL w/ 2-#5. - ° EA. END USING 4-Y4" O X 23�4" TAPCOI`J"S INTO MASONRY . END co ° MASONRY & 2-10dx1Y2" NAILS INTO I''EADER. THEN WALL, SEE w/6d NAILS @ r APPLY THE SECOND 2x8 PLY TO Tli4- FIRST w/ 10d@6" PLAN TO SIDE AND O.C. STAGGERED LER 2x6 SYP.#2 P,T. co 2x BUCK, CONT. BLOCKINGOPENING, SEE PLAN SEE MS1112 ED TO'/6" OSB w/ OVERHEAD SECTION DOOR-L TRACK w/ %"x1%" STEEL LAG LjOPENING, SEE PLAN BOLTS, MIN 6 PER TRACK TO o co __ _L -JAMB, w/ WASHER 4L-I— MS07DBL LINTEL @ TI,ANSOMMASONRY ARCH FRAMING GARAGE DOOR INSTALLATION SCALE: 3/4" = V-0"@ 22x34 ®� SCALE: 3/4" = V-0" @ 22x34 DS1 SCALE: 3/4" = V-0" @ 22x34 SCALE: 3/8" = 1'-0" @ 11x17 SCALE: 3/8" = V-0" @ 11x17 SCALE: 3/8" = V-0" @ 11xl7 CAST CRETE OR QUALITY/ LOTTS LINTEL LOAD SPECIFICATIONS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS OR QUALITY/ LOTTS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-08 8F12—OB 8F16-0B 8F20—OB 8F24—OB 8F28—OB 8F32—OB 8F8-1B 8F12-113 8F16-1B 8F20-lB 8F24-113 8F28-lB 8F32-lB 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 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 1 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(38) 7342(,9) 8733(19) 10127(,9) 5'- 10" (70"} PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 14-51 2622 4360 716E (45)1 6036(19) 7181It9) 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3/) 8825 (14) 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 3486 2818 3302 752 1245 1843 2564 1 3486 4705(3/) 6390 (4/) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3a) 4754 (45) (136"} PRECAST 362 582 945 1366 1846 2423 3127 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 14'-O" (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 " PRESTRESSED 15 -4 (184) 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. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED N. R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 N.R. NR NR NR NR NR NR NR 129 1250 450 654 884 1 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. ATTACHMENT REQUIREMENTS SIZE TAP(;ONS SPACING # ROWS 2 x 4 3/16" X 3" 12" Q.G. 1 2x6 3/16"X3" 12" O.C. 2 2x8 3/16"X3" 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 MASONRY BUCK INSTALLATION M S SCALE: 3l = 1' 0" @ 22x34 SCALE: 3(�°' @ 11x17 'SIMPSON SP4 w/ (6) 1Od x 1 1/2" - SP6 FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS OR QUALITY/ LOTTS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8FB-1T BF12—IT 81`16-1T 8F20—lT 8F24-IT 8F28—lT 8F32-1T 8F8-2T 81`12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-1 �" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 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 1 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 1 5861 1207 1940 2724 3508 4292 5077 5861 5-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7 -6" (90") PRECAST 727 (23) 1021 1634(12) 2102(11) 2571(,o) 3039(,o) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15) 1471(15) 1811(15) 2152(16) 2494(15) 591 851 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 2204 2544 11'-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(14) 936 (14) 1151(15) 1366(15) 1582(15) 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 (15) 373 606 (14) 783 (14) 962 (14) 1141(14) 1321 (14) 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (15) 346 559 (14) 723 (14) 887 (14) 1052(14) 1218 (14) 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 14'-8" „ (176) PRESTRESSED 239 323 519 (,3) 671 (13) 823 (13) 976 (14) 1129 (14) 246 390 655 1 968 1324 (8) 1625 (11) 1874 (11) 15-4" (184") PRESTRESSED 224 302 485 (13) 626 (13) 767 (13) 909 (13) 1052(13) 230 364 609 897 1224 (8) 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 (8) 1268 (14) 1470 (14) 19'-4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 166 261 424 1 616 831 (8) 1057 (14) 1225 (14) 21'-4" (256") PRESTRESSED 142 198 306 (II) 393 (11) 480 (11) 567 (11) 654 (11) 142 230 369 531 713 (7) 903 (q 1046 (13) 22'-0" (264") PRESTRESSED 137 192 295 (Io) 378 (11) 461 (Io) 545 (11) 629 (11) 137 221 354 508 681 (7) 861 (13) 997 (13) 24'-O" (288") PRESTRESSED 124 175 267 (Io) 341 (1o) 416 (1o) 491 (Io) 566 (to) 124 200 1 316 450 600 (7) 756 (12) 875 (13) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, 2"x6" WALLS, SP8 FOR DOUBLE 2"x TOP PLATE 2"x8" WALLS " 'SIMPSON SP2 w/ (6) 10d TYP. BOND BEAM 8" TO STUD & (6) 10d TO 8" x 16" K.O. LINTEL PLATE BLOCK FILL w/3000 P.S.I. wDIA. STANDARD HOOKS SEE REBARR (U.N (U.N.O. ON MS05 FOR MORE INFO PLANS) N 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 N 2"x #2 P.T. (AS PER PLANS) w! 5/8"c ---- — — x U' BOLTS OR w/ x 10" EXPANSION ON ANCHORS w/ 2" x 3/16" PLATE WASHERS & NUTS @ 24" O.C. VERTICALLY OR (6) CMU WALL x 3 TAPCONS @ 16" O.C.O.VERTICALLY CALLY 'SIMPSON SSP w/ (4) 10d x 1 N 1/2" TO STUD & (3) 10d x 1 1/2" TO PLATE v, 'SIMPSON SP1 w/ (6) 10d TO STUD & (4) 10d TO PLATE 2"x #2 P.T. (AS PER PLANS) w/ 5/8" x 10" 'J' BOLTS OR 5/8" x 10" MONO OR STEM r EXPANSION ANCHORS w/ 2" x WALL FOUNDATION PLATE WASHERS &NUTS @ 24 (AS PER PLANS) � A. @ 24" O.C. OR (6) 1/4" x 3 1/4" TAPCONS @ 16" O.C. Z n NOTE 00 g 'FOR UPLIFT AND SHEAR FINISHED GRADE WALLS ONLY - CAN BE i OMITTED IF DETAIL CALLOU Z �SAYS 'NO UPLIFT' -� r g - .���..� CROSREFERENCE CHART SIMPSON SP1 / USP STP22 2 3/4" SIMPSON SP2 / USP SPT24 MIN. SIMPSON SP4 / USP SPT4 MASONRY TO WD BRIG WALL SIMPSONSP6/USPSPT6 M S O3 SIMPSON SP8 / USP RSP SCALE: 3/4" = V-0" (@ 22x34 SIMPSON SSP /USP RSPT6 SCALE: 3/8" = V-0" (11x17 IIsI�����Iil� CENTURY c 9, & 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H,LLC 0 2020 ,Inn rep.. �°siljjJ. l I•: ;. lip s^m i a! m a �i 04 o m3U_Qg� riuu Mtn 00 cw� r-g et � u_Qco w tom-'w cwww ® U-2X w J 0 i 2 20 < O m my 0 M �, _N Q Q 000 N U 04 co m cn u OU U J ❑ WWW.FDSENG.COM 4� O J LOT 18 BILK. 152 LAKEWOOD PARK 5701 SHANNON DR. FT. PIERCE, FL 34951 FOUNDATION SCHEDULE BEARING WOOD WALL SCHEDULE HEADER SCHEDULE MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT CAP. MARK HEADER '31ZE HEADER NOTES MARK SIZE DEPTH REINFORCING SPACING TOP BOTTOM SPECIES IP111 E.W. BOT. BW1 16" (2)16d (3)12d TOENAILS (2)12d END OR BOX OR #2 SPF NO H1 (2) 2x6 #2 SPF 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER F1.5 1'-6" x V-6" 1'-0" 2 #5 TOENAILS UPLIFT w/YZ' FLITCH PLATE REQUIRED NAILED 2. IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR F2.0 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. BW2 16 SP2 w/ (6)10d NAILS (1) SP1 w/ 6-10d w/ ANCHOR BOLT #2 SPF 402 H2 O (2) 2x8 #2 SYP w/}z' FLITCH PLATE BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN. IF ON 2ND FLOOR F2,5 2'-6" x 2' 6" 1'-01, 3 #5 E.W. BOT. BW3 F(6)10d 16" (2) SP2 w/ (2) SP1 w/ 6-10d #2 SPF 804 <@>w/Y2" (2) 2xl0 #2 SYP 3. SEE PLAN FOR CONN. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED NAILS w/ ANCHOR BOLT FLITCH PLATE TO EACH PER DETAIL WF37/SN. F3.0 3'-0" x 3'-0" 1'-0" 4 #5 E.W. BOT. (2)16d (3)12d TOENAILS OR NO (2) 2xl2 #2 SYP 4. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BW4 16" TOENAILS (2)12d END BOX #2 SPF UPLIFT H4 w/Y2' FLITCH PLATE 5. FASTEN HEADERS TO KING STUDS w/ 3-12d TOENAILS D NAILED PER SIDE w/ LSTA30 @ EA. END OF HEADER F3.5 T-6" x 3'-6" 1'-0" 4 #5 E.W. BOT. BW5 16„ SP2 w/ (1) SP1 w/ 6-10d #2 SPF 402 H5 O s 1 (2) - 1 /4' x 11 /4" LVL CONNECTING HEADER TO JACK STUD TOGETHER 2-ROWS OF 12d@12" (6)10d NAILS w/ ANCHOR BOLT 2.0E Fb=2600 PSI 6. FASTEN HEADERS w/ F4.0 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. (2) - 13/4° x 9'4" LVL 7. O.C. EA SIDE HEADER SIZES SHOWN ON PLAN ARE MINIMUM (2) SP2 w/ (2) SP1 w/ 6-10d BW6 16" (6)10d NAILS w/ ANCHOR BOLT #2 SPF 804 H6 O 2.0E Fb=2600 PSI REQUIRED. THE CONTRACTOR SHALL HAVE THE OPTION F4.5 4'-6" x 4'-6" V-4" 5 #5 E.W. BOT, TO ADD PLIES OR INCREASE THE DEPTH OF THE HEADER (2)16d (3)12d TOENAILS OR NO (3) 2x10 #2 SYP IN ORDER TO PAD OUT FOR ACTUAL WALL THICKNESS. BW7 12 TOENAILS (2)12d END OR BOX #2 SPF UPLIFT H7 w/ 1" FLITCH PLATE F5.0 5-0" x 5'-0" V-4" 6 #5 E.W. BOT. NAILED SP2 w/ (1)SP1w/6-10d #2 SPF 535 HEADER SUPPORT REQUIREMENTS GENE L FOUNDATION NOTES: BW8 12„ (6)10d NAILS w/ ANCHOR BOLT 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPENING 2x4 WALL 2x6 OR 2x8 WALL LA PED MIN. 6" AND SEALED. BW9 12 (2) SP2 w/ (2) SP1 w/ 6-1 0d #2 SPF 1070 SIZE JACKS EA END KINGS EA END JACKS EA END KINGS EA END 2. 4" 500 PSI CONC. SLAB WITH W1.4xW1.4 OVER 6 MIL VISQUEEN VAPOR (6)10d NAILS w/ ANCHOR BOLT (2} (1) (2) BA RIER & TREATED FOR TERMITES. (3)12d TOENAILS OR 1'-0" - 3'-11" (1) 3. GC BUILDER, SEE ARCH PLANS FOR ROUGH OPENING LOCATIONS BW10 12" (2)16d (2)12d END OR BOX #2 SPF NO 4'-0" - 8'-11" (2) (3) (2) (2) AN ADDITIONAL INFORMATION REQ'D FOR DOOR/WINDOW TOENAILS NAILED UPLIFT 9-4-16'-0" (3) (4) (3) (4) IN ALLATION ALONG w/ DIMENSIONS NOT SHOWN ON FOUNDATION 4. CO qSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING BW1 i 12 SP2 w/ (1) SP1 w/6-10d #2 SPF 535 CRIPPLE STUDS SIMPSONSP2 CONNECTOR @TOP 1DI O.C. W/ O RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. (6)10d NAILS w/ ANCHOR BOLT O AND BOTTOM. **PROVIDI= (3) 2x CRIPPLE STUDS BELOW ANY GIRDER A RI TU 5. NO WOOD STAKES PERMITTED IN FOUNDATION. TRUSS BEARING OVER HEADER. CONNECT G.T. TO STUD W/ (2) SIMPSON 6. PE 4DING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED (2) SP2 w/ (2) SP1 w! 6-10d #2 SPF 1070 HTS20 STRAPS AND CONNECT BOTTOM OF STUD TO HEADER W/ (2) DO N. SEE FM18/D1 FOR ADDITIONAL INFORMATION. G.C. TO BW12 0 12" 6 1 d NAILS ( ) 0 ANCHOR BOLT w/ ANC O HTS20 STRAPS IF STUD IS LESS THAN 10"TALL THEN USE SIMPSONU.N.O. SIMPSON CS18 INSTALLED FROM BOTTOM OF HEADER, UP STUD, OVER DE ERMINE STEP LOCATIONS, IF REQUIRED. TOP PLATE NOTHER SIDE OF WALL TO BOTTOM 0 FHEADER-2x DOUBLE &BACK DOWN O 7. ST EL BENDS AND LAP SPLICE SEE FM18/D1 AND FM191/D1 x HEADER, SEE PLAN FOR SIZE CONNECTOR TOP AND BOTTOM PER FASTEN STRAP W/ (2) 10d NAILS @ 3" O.C.) TOP PLATE 8. AL EQUIPMENT AND/OR APPLIANCES HAVING AN IGNI rION SOURCE & LOCATION, SEE HD/SN FOR SCHEDULE ABOVE HEADER, PER PLAN SH kLL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH MORE INFORMATION 2x TOP PLATE SEE, WF17/SN UPSET P TFORM w/ EITHER MASONRY OR WOOD CONSTRUGTION T/ WALL FOR ADDITIONAL INFO FASTEN HEADER HEADER 9. AS UMED ALLOWABLE SOIL BEARING PRESSURE AFTER SEE PLAN MASONRY WALL TOGETHER w/ (OPT.) C PACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 2-ROWS OF 12d HEADER, PER FO COMPACTION REQUIREMENTS). IF SOIL CONDITIONS ON THE 2x MID -SPAN BLOCKING @12" O.C. EA SIDE DOWN -SET HEADER (OPT.) PLAN PR JECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL SW= SHEARWALL w2 12d TOENAIL EA. p� SIMPSON LSTA30 EA. LADER EA. C TRACTOR SHALL CONTACT THE ENGINEER PRIOR TO DESIGNATED ON PLAN END ONLY FOR WALLS END OF HEADER END OF HEADER END OF H FO NDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL AND REQUIRES MIN 7i�6 "' AOSBND TALLER THAN 8'-0" (CENTER @BOTTOM OF (CENTER @BOTTOM T BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, PLYWOOD w/8d INT. BEARING WALL HEADER) - WRAP OVER OF HEADER) C PACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS NAILS @ 4" O.C. IN ATTACHED TO EXT. TOP PL. AS REQ'D. KING STUD, SEE DE ERMINED BY ASTM D 1557 (MODIFIED PROCTOR). FIELD AND EDGE TO BEARING WALL, SEE CHART ABOVE 10. R. N 3.1.4 MINIMUM DEPTH: EXTERIOR FOOTINGS SHALL BE PLACED LESS THAN 12 INCHES (305mm) BELOW THE FINISHED GRADE OF ONE SIDE OF WALL. MS03/L2 FOR SIMPSON SP4 W/ 6 () 10d WINDOW DOOR JACK STUD, SEE G UND SURFACE. ALL SECOND FLOOR 2x CONNECTION INFO. NAILS @ 24" O.C. OPENING, SEE ARCH OPENING, SEE ARCH CHART ABOVE *'CONNECT GIRDER STUD WALLS w/ E SHEATHING ATTACHED 2x STUDS w/ NO UPLIFT, TRUSS DIRECTLY T(") PER TB13/SN ACTS PER TB1 1SN SEE CHART ABOVE FOR HEADER W/ (2) SIMPSON BASE CONNECTION SHEFOR O.C. SPACING AND PLAN HTS20, U.N.O. PER PLAN AND COLUMN SCHEDULE `" a LOCATION AND SIZE UNO) SILL PLATE, SEF BEARING WALL SCHEDULE, THIS ANCHOR BOLT: Y2" A.B. R A.T.R. OR WALL (2x4 ATTACH STUDS T&B w/ NOTE 1 PAGE MARK COLUMN SIZE FIRST FLOOR BASE CONNECTIONS, SEE PLAN I -OR UPLIFT(Ib) TITEN HD w/ SIMPSON SET @ 32" O.C. w/ EMBEDMENT OF 7" MIN (IF @ 2-GUN NAILS NOTES: 1. OPENINGS GREATER THAN 4'-0" PROVIDE 2-2x SILL PLATE w/ A35 CLIPS EA SIDE SECOND FLOOR CONNECTIONS STEP, 7" MIN PAST LOWER SLAB. 2. BASE CONNECTION PER BEARING WALL SCHEDULE, U.O.N. ON PLAN. C1 3) 2x #2 SPF (4)12d TOENAILS NO ONLY IF INDICATED BRIG WD WALL SCHEDULE, SEE PLAN FOR BEARING SEE FOUNDATION FOR 3. NO TOP PLATE SPLICES SHALL OCCUR OVER OR WITHIN 2-FT. OF HEADER. UPLIFT WALL LOCATION FOOTING TYPE &SIZE OPENING FRAMING, TYP C2 3)2x#2SPF DTT2ZW/YZ'ATR&c8>Y4'x�Y2' 180o BEARING WALL DESIGN HD SCALE: 3/4" = 1'-0"@ 22x34 SDS SCREWS ef,/►/ VV VV SCALE: 3/4" = V-0" @ 22x34 SCALE: 3/8" = V-0" @ 11x17 C3 (3) 2x #2 SYP (4)12d TOENAILS NO UPLIFT SCALE: 3/8" = V-0" @ 11xl7 GENERAL BEARING WALL NOTES: BEAM SCHEDULE DTT2Z wl %" ATR & (8) %" x 1Yz" 1. ALL STRUCTURAL LUMBER DESIGNATED AS SYP SHALL BE SYP #2 AND ALL C4 (3) 2x #2 SYP SDS SCREWS 1825 STRUCTURAL LUMBER DESIGNATED AS SPF SHALL BE SPF #2 U.N.O. MARK BEAM SIZE SIMPSON - CONNECTIONS USP - CONNECTIONS 2. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED (2) 2x8 #2 SYP w/ WOOD POST (2) HTS20 WOOD POST (2) HTS20 C5 4x4 P.T.#2 SYP POST ABU44 w/ 5/8" ATR & (12)16d NAILS G = 7570 3. CONTACT E.O.R. IF SP4'S, SP6'S OR SP8'S CONNECTORS ARE SUBSTITUTED, gM1/s' OSB FLITCH CMU COLUMN__ (2) HETA16 CMU COLUMN (2) HETA16 FIRST/SECOND FLOOR CONN. U = 1900 TO VERIFY STRUCTURAL REQUIREMENTS. PLATE U.N.O. ON FRAMING PLAN U.N.O. ON FRAMING PLAN 4. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE (2) 2x10 #2 SYP w/ C6 6x6 P.T. #2 SYP POST ABU66 w/ %" ATR & (12)16d NAILS G = 18205 U = 2475 IGNORED. SEE WF061D3 AND FB06/D3 OR INDICATED DETAIL FOR PROPER BM2 OSB FLITCH FIRST/SECOND FLOOR CONN. CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: PLATE. PLATE. FASTEN BEAM PLY'S: FASTEN BEAM PLY'S: G = 23140 THIS IS FOR 2 STORY PROJECTS ONLY) (2) 2x12 #2 SYP w/ 2-ROWS OF 12d @ 12" O.C. 2- ROWS OF 12d @ 12" O.C. C7 8x8 P.T. #2 SYP POST 5 ABU88 w/(2) " ATR & (18)16d FIRST/SECOND FLOOR CONN. U = 2570 5. ALL TOP PLATES AND SILL PLATES SHALL BE THE SAME SPECIES AS THE BM3/fi' O OSB FLITCH EACH SIDE, TYPICAL EACH SIDE, TYPICAL WOOD STUDS. PLATE. 3.5" x 35' P.L. 1.8E HDU5-SDS2.5 w/ 5/8" ATR ANIJ 5645 2 134'x11(' LVL () HTS20 C8 Fb=2400 PSI (14) Y4'x2%" SDS WOOD SCREWS 2x4 SPF#2 w/ 2-12d NAILS @ 24" O.C. @ BM4 a'� WOOD POST (2) HTS20 WOOD POST (2) (WOLMANIZED IF EXT.) PARALLEL TRUSS CONDITION - 2.0E Fb=21a00 PSI CMU-COLUMN (2) HETA16 CMU COLUMN_ (2) HETA16 3.5" x 5.25" P.L. 1.8E HDU5-SDS2.5 wl 5/8" ATR AND U.N.O. ON FRAMING PLAN U.N.O. ON FRAMING PLAN C9 Fb=2400 PSI (WOLMANIZED IF EXT.) 14 Ya'"� YZ' SDS WOOD SCREWS ( ) 5645 ROOF TRUSS 3 1 %4"x9i4" FASTEN BEAM PLY'S: FASTEN BEAM PLY'S: 3.5" x 7" P.L. 1.8E HDU8-SDS2.5 w/ 7i8�",ATR AND BM5 O (2) 1 LVL 2.0E Fb=2600 PSI 2- ROWS OF Y4 x3Y2 SDS 2- ROWS OF Y4"x3Y2" SDS C10 Fb=2400 PSI (20) Y4'" SDS WOOD SCREWS x212 7870 WD SCREWS " O.0 @ 16 WD SCREWS @ 16" O.0 (WOLMANIZED IF EXT.) Y4" MIN. SPACE TYP. EA. SIDE TYP. EA. SIDE 5.25" x 5.25" P.L. 1.8E 7 HDU8-SDS2.5 w/ 7/8"ATR AND 7870 SIMPSON DTC w/4-8d NAILS TO BM6 O c2) 1 3/4"x16" LVL C11 Fb=2400 PSI 20 Y4'X2 YZ' SDS WOOD SCREWS ( ) TOP PLATE AND 2-8d NAILS @ 2.0E Fb=2600 PSI (WOLMANIZED IF EXT.) SLOT @ 4'-0" O.C. MAX GENE L COLUMN NOTES: (3) 2x10 SYP w/ _ PLY'S: FASTENB FASTEN BEAM _ : 1. All STRUCTURAL LUMBER TO BE SYP#2 OR SPF#2 UNO ON PLAN. 2x STUDS @ 24" O.C. MAX BM7 O 1" FLITCHH PLATE 2- ROWS OFF 112d 2d @ 12" O.C. 2- ROWS OF 12d @ 12" O.0 2. M NIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2`ATR. 6" EACH SIDE, TYPICAL EACH SIDE, TYPICAL El ABEDMENT FOR 5/8" ATR. 8" EMBEDMENT FOR 7/8" ATR. COL. TO BRIG DIRECTLY ON FOUNDATION. CUT BASE PLATE AS 2x PT BOTTOM PLATE (3) 13/4'x9 74' LVL FASTEN BEAM PLY'S: FASTEN BEAM PLY'S_: 3. P.L. REQ'D. G.C. TO PROVIDE MOISTURE BARRIER BM8 2.0E Fb=2f;00 PSI Y r ROWS /4 x3/2 SDS WD 1j"" 1 "" 2- ROWS - 4 x3/2 SDS 4. IF COL. IS CALLED OUT ON 2ND FLOOR, THE BASE CONNECTION IS NOT a a x/ i4' FLITCH PLATE SCREWS @ 16" O.0 TYP, EA. S @ W WD SCREWS @ 16' O.0 R Q'D. SEE PLANS FOR BASE CONNECTION SIDE TYP. EA. SIDE 5. V kLUES HAVE BEEN REDUCED FOR NARROW FACE APPLICATION. GENERAL BEAM NOTES: C NNECTIONS SHALL BE INSTALLED ON NARROW OR WIDE FACE PER NON-BRG INTERIOR WALL 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING S MPSON TC-SCLCLM WF1 8 EACH END) SCALE: 3/4" = l'-0"@ 22x34 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS SCALE: 3/8" = V-0" @ 11xl7 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 2x TOP PLATE WITH 2-ROWS l OF 12d @ 3" O.C., TYPICAL STUDS, R PLAN �8„ �iN r TOP SPLICE 2x4 E EYOND AGAINST 2x8 STUD --- AT ALL EXTERIOR CONDITIONS TACH 2x STUDS TO TOP PLATE w/ 4-16d NAILS (2 ON EA SIDE) 2 8 STUDS, PER PLAN (SIM w/2x6 STUDS) DOUBLE 2x8 ROVIDE 2x4 ON TOP OF 2x8 TO BLOCK TOP PLATE OUT TOP PLATE ATTACH w/ 2-ROWS OF 12d @ 3" O.C. (SOLID BLOCK w/ 2x6) TOP PLATE TRANSITION 2x TOP PLATE WITH 2-ROWS OF 12d @ 3" O.C., TYPICAL PIF E OR DUCT w/ PENETRATION - TOP PLATE SPLICE THF U TOP PLATE w/ MORE THAN 50% 0 = TOP PLATE WIDTH INSTALL ¢`g SIMPS N PSPN516Z w/l2-16d NAILS tijjN TOP AND BOTTOM AT ALL EXTERIOR CONDITIONS ATTACH 2X STUDS TO TOP PLATE W/ (4) 16d NAILS (2 ON EA. SIDE) TYP NOTE:.._._..___ BOTTOM SPLICE TOP PLATE OVER cTUD SPLICE F 17 SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 3/8" = V-0" @ 11xl7 -! -IN N N M co ap co 1,12" z 4 2-2x4 LAMINATIONS w/ 3-2x_ LAMINATIONS w/ 2-ROWS OF 1-ROW OF STAGGERED 10d STAGGERED 16d 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 PROVIDE 1/4'Ox5Y2' LAG SCREWS AT SAME SPACING AS ABOVE NOTES: 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. 2. ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFO. MULI-PLY FASTENING (:V F37 SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 3/8" = V-0" @ 11x17 HEADER, SEE PLAN FOR SEE HD/SN FOR ADDITIONAL HEADER LOCATION AND SIZE INFORMATION 7�s" O.S.B. EACH SIDE 2x BLOCKIN TO O.S.B. w/ 2-8d EA. EN EDGE VIEW 3-16d COMMON NAILS, TYP 2x8 w/ 2-16d TOE NAILS EA. END OPENING - FRAMING, SEE HD/SN FOR ADDITIONAL INFORMATION D HEADER, SEE PLAN FOR LOCATION AND SIZE G 7/s" OSB w/6d NAILS @ 16" O.C. TO SIDE AND TOP NAILER 2x w/ 2-16d TOE NAILS EA. END 2x4 SPF CoNT. BLOCKING ATTACHED TO 7/s" OSB w/ 2-8d NAIL T-0" MAX OPENING (� WOOD FRAMED ARCH F02 SCALE: 3/4" = l'-0"@ 22x34 SCALE: 3/8" = V-0" @ 11x17 SIMPSON - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF I SYP OA FRAME TO HETA16 w/ (9)10d x 1 1/2" OR 1775 1810 MASONRY HETA20 w/ (9)10d x 1 112" O FRAME TO H2.5A w/ (10)8d NAILS 535 565 FRAME O FRAME TO H10Aw/(18)10d x 1 1/2" 1015 1040 FRAME H10A-2 w/(18)10d x 1 1/2" AT 2 PLY TRUSSES 930 1080 OFRAME TO MTS12 w/(14)10d x 1 1/2" (AT EXTERIOR 850 990 FRAME LOCATION INCLUDE (3) 12d TOENAILS) OFRAME TO MGT w/(22)10d NAILS AND 5/8" A.T.R. w/ 12" 3330 3965 MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY OFRAME TO HTS20 w/(24)10d x 1 1/2" (AT EXTERIOR 1125 1310 FRAME LOCATION INCLUDE (3)12d TOENAILS F.1 FRAME TO (2) HTS20 w/(48)10d x 1 1/2" (AT EXTERIOR 2250 2620 FRAME LOCATION INCLUDE (6)12d TOENAILS HGT-2 w/ (16)10d NAILS AND (2) 5/8" A.T.R. O FRAME TO w/ 12 EMBEDMENT w/ SIMPSON "SET" 6485 10345 MASONRY EPDXY (HGT-3 FOR 3-PLY) OFRAME H TO FGTR w/ (18) 114" x 3" SDS WOOD SCREWS 3400 4725 MASONRY AND (2) 1/2" x 5" TITEN HD ANCHOR BOLTS FRAME TO (2) LGT2 w/ (32) 16d SINKERS & (14) 3500-M 4060-M J2 MASONRY / 1/4" x 2 1/4" TITEN (2 PLY TRUSS) 3240-F 3770-F FRAME OR (28) 16d SINKERS FOR FRAME (EA) FRAME TO (2) LGT3 w/ (24) 1/4" x 3" SDS SCREWS 4730-M 6570-M J3 MASONRY/ & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 5010-F 6960-F FRAME OR (52) 16d SINKERS FOR FRAME (EA) BEAM TO HU410 OPT HUC410 w/ (18) 16d & (10) 10d G#2680 O BEAM NAILS U#1895 TO HU410 OPT HUC410 w/ (18)1 TEN G#4500 OBEAM MASONRY 1/4" x2 3/4" & (10) 10d NAILS U#1800 BEAM TO HU46 OPT HUC46 w/ (6) 10d NAILS & G#1785 G#3000 L2 MASONRY / (12) 1/4" x 2 3/4" TITEN (TO MAS.) U#1135 U#1135 FRAME OR (12) 16d & (6) 10d (FOR FFIAME) SYP-F SYP-M O FRAME TO (2) HETA16 OPT (2) HETA20 1-PLY w/ (10) 10d x 1 1/2" OR 2035 1920 MASONRY 2-PLY w/(12)16d HTSM16 w/ (8)10d NAILS AND (4) 1/4"x2 1/4" 2500 2365 955 1110 O FRAME TO TAPOCO NS MASONRY HTSM20 w/ (10)10d NAILS AND (4) 1/4"x2 1/4" TAPCONS 955 1110 OFRAME TO H10S w/ (8) 8d x1 1/2" NAILS AND (2) 3/8"x4" 780 910 MASONRY TITEN HD DTT2Z w/ (8) 1/4" x1 1/2" SDS WOOD ® FRAME TO SCREWS AND (1) 1/2" 0 A.T.R. EPDXIED w/ 1835 2145 MASONRY SIMPSON "SET" (SEE NOTF #4) HTT5 w/ (26) 10d x 1 1/2" NAILS AND (1) 5/8" 0 O FRAME TO A.T.R. EPDXIED w/ SIMPSON "SET" 3740 4350 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 MASONRY (SEE NOTE #4 BELOW) O FRAME TO H10S w/ (24) 10d xl 1/2" NAILS 770 910 FRAME TO HM9KT w! (4) 1/4"xl 1/2" SDS WOOD 760 760 OFRAME MASONRY SCREWS & (5) 1/4"x2 1/4" TAF'CONS VGT w/ (16) 1/4"x3" SDS WOOD SCREWS & vO(1) FRAME TO 5/8" 0 A.T.R. EPDXIED w/ SIMPSON "SET" 3555 4940 MASONRY w/ 12" MIN. EMBEDMEN f (2) VGT wl (32) 1/4"x3" SDS WOOL) SCREWS OW FRAME TO & (2) 5/8" 0 A.T.R. EPDXIED w/ SIMPSON 5170 7185 MASONRY "SET" w/ 12" MIN. EMBEDMENT 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 FRAME SCREWS & (1) 5/8" 0 A.T.R. FRAME TO (2) HTT5 w/ (52) 16d"x2 1/2" NAILS & 8750 10180 O FRAME (2) 5/8" 0 A.T.R. (SEE NOTE #4) GENERAL CONNECTOR NOTES: 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS w/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 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. 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 LINO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12/D3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF 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 VEiRIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS w/ (2) 12d TOENAIL ( MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OC MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD 15/32" OSB- EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM OPENING FLOOR SYSTEM (2)- 2x TOP PLATE BEYOND VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL PACING 3/4" 1/2" SINGLE NAIL EDGE SPACING /2" 15/32" OSB EXPOSURE 1 SHEATHING SOLID 2x BLOCKING @ ALL SHEATHING EDGES (SEE SECTION X-X) LL 2x STUDS BEYOND. � JO� SEE PLAN LL Q O 5 OU)0~ O =0LL LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN VERTICAL BLOCKING DOUBLE NAIL EDGE SPACING SECTION X-X AT ALL PANEL BLOCKING _OCATIONS SHA LL BE MIN 2 X 4 �2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH DILATE TO VERTICAL W/ (4) 8d VAI LS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED -rO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN %". O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4 O.C. w/ 8d COMMON NAIL. O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8" TB13 WALL SHEATHING INSTALL & NAILING SCHEDULE SCALE: N.T.S. REV. FBC 7TH ED. 2020 PROVIDE SCREEN WHEN BLOCK BELOW IS NOT UPLIFT CONNECTOR REQUIRED TO BE FILLED TYPICAL SEE PLAN z a W N } CL cn STANDARD 90 LLJ DEGREE HOOK (TYP.) GROUT TO BE Z W O WITH 101"FLUSH g Q U) LL TOP OF WALL HOOK TYP. BOND BEAM TYP. 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi PRECAST "U" LINTEL(S) FILLED REBAR B017HSIDES CONC. w/ (1) #5 OLID W/ 3000 PSI GROUT (SEE - DIA. REBAR LINTEL PLAN FOR MINIMUM OF OPENING U.N.O. _ SIZE & REINFORCEMENT) STD. 90 DEGREE CORNER FILLED w/ 3000 psi GROUT w/ (1) #5 DIA. REBAR -- PROVIDE KNO-CK -OUT INDICATES BLOCK FOR FIRST FILLED CELL COMPLETE CMU COURSE FROM FTG. TO BELOW SILL & FILL SOLID „ BEAM w/ (1) #5 W/ (1) #5 BAR FOR ALL BAR WINDOW OPENINGS 7'-8°. � _. - AND LARGER �, 8" x 8" x 16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) SEE F )UNDATION PLAN _)R L ATION SEE FOUNDATION PLAN FOR FOR FOOTING REQUIREMENTS MS01 BL.00l WALL REINFORCEMENT SCALE: 1/2" = 1'-0,"@ 22x34 SCALE: 1/4" = 1`-0" @ 11x17 UPLIFT CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE PROVIDE STD. 90' HOOK W/ MIN. 25" LAP SPLICE ON EA. END-,,,, PROVIDE KNOCK -OUT BLOCK FOR FIRST j COMPLETE CMU IL COURSE BELOW SILL & FILL SOLID'iI W/ (1) #5 BAR _ CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH STANDARD 90 TOP OF WALL-\ /-DEGREE HOOK PROVIDE 3"x3" HOLE IN BOTTOM OF PRECAST LINTEL TO ' EXTEND WALL REINF. THROUGH AS REQ'D. (DO NOT CUT STEEL) REBAR BOTH SIDES REBAR BOTH SIDES 71 OF OPENING U.N.O. OF OPENING U.N.O. 12" OR LESS-, e T�L L --1 SEE FOUNDATION PLAN FOR' FOOTING REQUIREMENTS SHEAR FRAME SCALE: 1/2" = 1'-0"@ 22x34 SCALE: 1/4" = V-0" @ 11xl7 INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR IL N F- z_ J INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR •8"x8"x16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) SEE FOUNDATION PLAN FOR LOCATION SINGLE OR MULTIPLE WINDOWS 1111��11���11 4 E" N T�..0 R Y:: 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC 0 2020 tafie�^a! 2fZ ;r o zo- _ m<o m� zoaup f%Y =5 fVO4 w b j5 p .`Eu m- om3o- R NM a N 00 d 0 0 J per00 7 i Co x W mto(Nn L a R& M 7 CiJLL� W W Z Ir c 2 (7) o �=moQ O m m LLu.I@N 2in�w rn5 <t a c o M = J Q ❑ ❑ WWW.FDSENG.COM LOT 18 BLK. 152 LAKEWOOD PARK 5701 SHANNON DR. FT. PIERCE, FL 34951 O J z N C Lu � � Q m 0 O Q LAN # / ORIENTATION 1612 BLK SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.01 SHEET # SN GRADE (SLOPED - PROVIDE 13" WIDE RECESS @ AWAY FROM BLDG.) GARAGE DOOR. EXTEND 6'° III B p ICII — CURB FOR MAS. @ cn cn BEYOND F.O.M. EACH END, TYP. cn GR DE (SLOPED -- SLAB RI NF. 8" ELEV. 0°-0" W/ (1) w GRADE (SLOPED / #5 REBAR CONT. SLAB REINF. aRADE (SLOPED SLAB REINF. FRONT WALL w ALIGN DRIVE w/ BOT. OF RECE'_SS OF GARAGE Q Y PLAN) AWAY FROM BLDG.) > > (SEE PLAN) AW/iY FROM BLDG.) (SEE PLAN) AND PITCH TOWARD DRIVEWAY > AWAY ROM BLDG.) (SEE F F E F.F.E. F.F.E. F.F.E. F.F.E. Z z SLAB REINF. - SEE PLAN - - SLOPE SEE PLAN iD -. " v y NC DRIVEWAY EXCNC.JOINTS O w/1!2" C, TYP. , g \ .. \ r \/ \ \\ \ ( ) 4 / ,'-'�'-� ; i, /\ > `\; ` , SLOPE (SEE PLAN) -- 00 , .:.,\. ;: ', i \ ;, ,.00 OVERNORS LAKE DR. ,,\ ;: ; ,\.'> ,; / _ \r SUITE 300 � v • � • ��� ` ', ,'r � � , � �' /v NORCROSS GA 30071 (1) #5 CONT00 . PHONE: 336-282-3606 PAVERS �- SLAB REINF. (2) #5 CONT. (SEE PLAN) 1'-0" (2) #5 CONT. 1�-4" (2) #5 CONT. �' ���''� W1H, LLC q;2�0�20 SEE FM01 @ 1 STORY (2)#5 REBAR OR FM08 @ 2 STORY SEE FM01 @ 1 STORY OR FM08 @ 2 STORY =w v- e €�V \ n ¢WQ• SV• �F SINGLE STORY FTG SECTION GARAGE THICKENED EDGE 2-STORY FOOTING SECTION GARAGE DOORc��� w yi S W Slit) Fy ,2,� .� N,.. �{FM01 — FM02 „ 22x34 F M03 aMO SCALE: 3/4" = V-0" 22x34 FM09 .NJ= P w, s SCALE: 3/4" = V-0' @ 22x34 _ SCALE: 3/4" = 1 0 @ SCALE: 3/4" = V-0" @ 22x34 ` @ SCALE: 3/8" = V-0' 11x17 _ SCALE: 3/4' - 1'-0 @ 22x34 i r � WAn SCALE: 3!8" = 1'-0" @ 11x17 SCALE: 3/8" = V-0" 11x17 @ SCALE: 3/8" V-0' 11x17 - @ SCALE: 3/8' - 1'-0' 11x17 -, CL BRG. WALL CL BRG. WALL PROVIDE RECESS SLAB wLL�wLL�w<N FOR DOOR AS REQ'D. — 2x BRG. WALL - SEE PLAN 2x BRG. WALL - SEE PLAN STEP DOWN (SEE PLAN) - , ` VERIFY RECESS DEPTH & FOR MORE INFORMATION FOR MORE INFORMATION z >- WIDTH w/ MANUF. SPEC'S w SLAB REINF. (SEE PLAN) 2" SLAB REINF. STEP DOWN (SEE PLAN) SLAB REINF. 8 (SEE PLAN) L j� (1) #5 CONT. �- w a U) w > SLAB REINF. (SEE PLAN) $ � o rn x°J (SEE PLAN) N F.F.E. F.F.E. F.F.E. F.F.E. � 00 Z Z - IN r� 4 � a co �m� w cn L Z • �- SLAB REINF, SEE PLAN - v �� . . x��� a Q (2) #5 CONT. =' 2 #5 CONT. O w w �- �/ //� ram, i �, '/ - v /v �� v /� 8' 4 " is ;��� �..�' N fl ° _ vai �� = - Cn • r� PAVERS SEE FM01 @ 1 STORY 2 N co u p J 1'-4 @ / OR FM08 @ 2 STORY 4" 1-STORY 4" 1'-4" , '� �`' �` �''" (2) #5 CONT. WWW.FDSENG.COM V-8" @ 2-STORY 4" 1-STORY 4" @ v,v' '��� ` ,� �;< '/�; �j �i v i/ , SEE FM01 @ 1 STORY OR FM08 @ 2 STORY / , , v;��`�'�,�yv: a 2-STORY g., 4,. LOT 18 BLK. 152 ell01 LAKEWOOD PARK 5701 SHANNON DR. STEP DOWN a� NON BRG. FT. PIERCE, FL 34951 F INTERIOR BEARING WALL 10 - ---- - STEP O BEARING F M 11 -- FM 12 SCALE: 3/4" = 1'-0,, @ 22x34 SCALE:3/8"=1'-0"@11x17 SECTION "SHOWER F M 14 - - EXTERIOR BEARIN_G(a RECESS F M 15 --- -- -- „ _ SCALE: 3/4 = V-0' @ 22x34 _ SCALE: 3/4" = 1'-0" @ 22x34 _ SCALE: 3/4' = V-0" @ 22x34 SCALE: 3/4" = V-0" @ 22x34 SCALE: 3/8" = V-0" @ 11x17 SCALE: 3/8" = V-0" @ 11x17 SCALE: 3/8" = V-0" @ 11x17 SCALE: 3/8" = V-0" @ 11x17 ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD Y$' SAWCUTx34 SLAB BENDING THE BAR WITH MIN. BAR LAP OF 25" THICKNESS WHERE SHOWN ON SLAB REINF. FOUNDATION PLAN I �- �uj~ (SEE PLAN) W O cn w _ 00 ' w ¢ #5 CONT. REINF. SEE (2)#5 REBAR w J d , FOUNDATION PLAN I FOR QUANTITY a " (2)#5 BENT BARS w/ MIN. U w 25" LAP SPLICE Lu (2)#5 REBAR 16" #5x25"x25" CORNER CONTINUOUS MIN. BAR ONE EACH HORIZ. REBAR, TYP. U.N.Q. CONTROL JOINT TYP. CORNER BAR DETAIL TYP. STEP FOOTING DETAIL FM20 nn 9 F'"' 1 SCALE: N.T.S. FM18 SCALE: N.T.S. SCALE: N.T.S. SLAB REI1117. (SEE PLAtIr PAVERS TYP. SLOPE 0 , GRADE z z Z co z • • 00 g MIN. DEPTH OF GRADE BM. g SHALL BE 8". EXTEND GRADE BM. 8"' (1) #4 BAR CONT. CENTS -RED DEEPER AS REQ 'D FOR LARGER . 2" 0 SCH40 STEEL PIPE W/ GALV. G120 FILLED W/CONCRETE Z co g MIN. IN FTG. FOR 8" DEEP GRADE : � -- -4" PVC SLEEVE GRADE CHANGE AND/OR STEPS. BM. OR #4 @ 10" O.C. FOR _ Zo 2 u, THRU FOOTING DEEPER GRADE BM. ih m 2 _ F E_E FND. PLN. RSIZE&REINF. � ®- GRADE BEAM PAVER THRESHOLD FM32 @ - --� - -- PIP PERPENDICULAR TO EXTERIOR FOOTING LAN # ORIENTATION SCALE: 3/4" = 1'-0" @ 22x34 SCALE: 3/8" = 1'-0" @ 1 ix17 CONCRETE SLAB PER PLAN 2" 0 SCH40 STEEL PIPE W/ GALV, 31 G120 FILLED W/ CONCRETE 1612 BLK TOP 245's x48"------__..--- CENTERED @ PIPE a a SERIES NAME: PENETRATION 4" PVC SLEEVE a o a a in PLUMBING LINE DIAMOND - o (4) 1/2"x4%4" WEDGE o ANCHOR BOLTS W/ MIN./MAX. 3" — -- N BASE OF PIPE BOLLARD TO SET IN EMBEDMENT PLAN NAME: CONCRETEFOOTER i,, 3911650 • LAST REVISION o a4 ---' SEE END. PLN. . FOR SIZE &REIN 8° MIN\—CONCRETESLAB PER PLAN 2.01 PIPE PERPENDICULAR TO INTERIOR FOOTING -- ----- --- - GAS WATER HEATER ELECTRIC WATER HEATER SHEET # FM23 FOUNDATION PENETRATIONS, TYPICAL 1 BOLLARD DETAIL SCALE: N.T.S. SCALE: 3/8" = 1' 0" @ 11 x1 7 OVERLAP TRUSS BRACING ROOF SHEATHING, SEE TB13/SN AT LEAST ONE TRUSS SPACE ROOF SHEATHING, SEE RSH SEE FOR SPECIFICATIONS ALTERNATE TO BLOCKING SCHEDULE ON FRAMING SHEET (MINI *DIAGONAL SPACED AT 20'-0" O.C. PLAN 5 OVERLAP FOR SHEATHING AND FASTENERS. 11II MAX. SAME SPACING AS BOTTOM PROVIDE 2x4 MIN. BLOCKING AT C ROOF SHEATHIN CENTURY, CHORD LATERAL BRACING OF HIP/RIDGE, TYP. BETWEEN TRUSS CONNECTION, SEE PLAN 1LOCKING TRUSSES w/2-12d NAILS EACH OR SPF MIN 2x4 SBPOCK TRUSS I END TO TRUSS TOP CHORD NG /�y BETWEEN TRUSSES TYR MINIMUM 2x4 CROSS SECT. A -A TRUSS RIPPED 2x4 SYP#2 NAILED TO TOP Tl//" BRACING (SEE PLAN FOR LOCATION) A CHORD OF HIPPED 2x TOP PLATESPF#2 @ 16" O.C. 9ERNORS LAKE DR. _ TRUSS w/ 12d NAILS @ 6" O.C. MI FRAME OUT T0BLOCK EDGE MIN., SEE PLAN SUITE 300 G.T. SHEATHING ATTACH NORCROSS, GA 30071 IEXTERIOR PER SHEATHING NOTES ON SN. PHONE: 336-282-3606 ADD MIN 2x4 ALONGSIDE TOP SHEATH TOP AND BOTTOM OF CHORD WHEN TO HIP TRUSS MINIMUM 2x4 SPF OR SYP TRUSS KNEEWALL OTHERWISE SP2 CLIPS TOP AND SP1 CLIPS @ W1Ij LLC Q PREVENT PLYWOODOOD SPAN - BRACING w/ 3-12d NAIL PER JOINT BASE ARE REQUIRED ' Q' FROM EXCEEDING 24" MAX — **SPACED AT 15'-0" MAX SPAN EITHER SIDE, IF REQ'D ' 3 - 12d PER JOINT HIP G.T. 2x SYP#2 BASE PLATE YZ"x8" ANCHOR @ 32" O.C. AND ao RUSSES 6" FROM THE END TOP KNOCK OUT COURSE ��� so ��_ �€ CONTINUOUS LATERAL BRACING X-BRACING - 2x4 SPF w/ 3-12d 2-12d NAILS AT 12" O.C. MAX TRUSS BRACING OVER LAP ° �_ NAIL OVER X-BRACE AS SHOWN. NAILS @EACH TRUSS WEB T B O4 � _ �=��=m _ $ ✓ N INSTALL BLOCKING ATTACH WED SCALE: 3!4" - 1'-0"@ 22x34 CMU WALL �. • o CONTINUOUS 2x4 BOTTOM FOR NAILING SCALE: 3/8" = 1'-0" @ 11x17 z c o w w w w 1 �N CHORD BRACING MIN. HIP/RIDGE BLOCKING _ 2 Q a� TB03 KNEE WALL ENTRY OPTION`_ o=wwz ~aw BRACING, TYP. CROSS BRACING TYPICAL SCALE:3 SCALE: 3/8" = 1'-0" 11 x17 N ooaw� Q w�wNLL o F 21 TB01 FCAROSS TBO2 @ SCALE: 3/4" = 1'-0"@ 22x34 = w N�' / LE: 3/4" = @ 22x34 SCALE: N.T.S. SCALE: 3/8" = 1'-0" @ 11x17 SCALE: 3/8, = 1'-0" @ 11x17 20'-0" MAX 20'-0" MAX I. 2X4 #2 SYP BLOCKING @ 16" O.C. W/ (2) 16D NAILS EA. END SEE [RSH] SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 (MIN. FIRST 4 BAYS) SYP BLOCKING WALL AND ROOF SHEATHING, SEE TB13/SN FOR SPECIFICATIONS 4-12d EA END FIBERGLASS SHINGLES OR TILE ROOF, SEE ARCHITECTURAL PLANS �� 00 o T N TB03 BLOCKII JG TO COMPLY w/ APA RECOMN ENDATIONS FOR SPAN RATING F SHEATHING OR USE ALTERN TE TO BLOCKING, PER TB03 TH S PAGE FOR IND SPEED < 160 MPH ** ALTERNATE SPAN RATED 32/16" IS THE SPAN RATING THE PLYWOOD THICKNESS IS 15 2' IF 15/82' IS USED o THE q THE ALTERNATE w BLO K IS NOT REQUIRED a AT IP SECTION z NOTE: 1) SEE T RUSS MANUFACTURER'S TRUSS FNGINEERING CUT SHEETS FOR ADDITIONAL PERMAt ENT BRACING THAT MAY BE REQ IRED 2) "T" BRACING MAY BE USED IN PLACE F PERMANENT BRACING PROVID ED IT EXTENDS OVER AT LEAST % OF THE WEB. p @ 16" O.C. `� , ROOF SHEATHING, SEE RSH SCHEDULE ON g N N 6 1-0FRAMING SHEET FOR SHEATHING AND FASTENERS. G z� " ZZ - v U TRUSS ANCHOR, SEE PLAN w � / a ��NO'O L� Q. 8d NAILS @ 4" O.C. WALL AND ROOF 4 °' M v 2 w cn SHEATHING, SEE \ 0 CONT. 2X4 #2/ + TS13/SN FOR < Z a. '� STRUCTURAL �'' � � � � Q o 2x4 SYP OR SPF CROSS �\ \ / b BRACE APPROX. 8' FROM \ SYP W/ 10D X, + SPECIFICATIONS 2x4 SYP OR SPF 2x4 BRACING SOFFIT, SEE 1° � '@ N � m o 0.131 8" O.C. 2x4 SYP L BRACE FOR BLOCKING @ 48" @ 48" O.C. _ . SF01/D2 Z �° � rn Q a d RIDGE THEN 48" O.C. AFTER. \ \ I� PRE-ENG WOOD B NAIL w/ 3-12d EACH END & \ (X / + GABLES T-0" TO T-11" O.C. MAX w/ 2-16d Q00 N ._ Lo TRUSS `�i Z "� M " ¢ � @ (2) 1 OD X 0.131 TALL. N ai U J @ CROSSING AT 45° ANGLE. \ \ /TOENAILS EA. NOT REQ'D WHEN GABLE IS + 2x6 SYP L BRACE FOR FILLED CELL - 1-#5 DIA. REBAR w/ 3000 U o El El ( \ \ / SIDE + GABLES 6'-0" AND / TRUSS PRECAST "U" LINTEL w/1#5 CONT. 4'-1" OR SHORTER) \ / TALLER. / www.FDSENGcom CONT 2X4 SYP OR SPF xf �/\ \ + ATTACH / NAILS @ 4" O.C. / SPANNING (4) TRUSS \ o BAYS (8'-0") NAILED w/ \ + GABLE TRUSS LOT 18 BLK. 152 z d 3-12d TO CHORD (MIN 1ST / 12" LONG 2X4 #2 SYP LAKEWOOD PARK U 4 BAYS) FASTEN (1) SIMPSON HGA10 BRACE + BLOCK AT BRACE YZ' GAP - SIMPSON HGAM10 OR 5701 SHANNON DR. m CONNECTOR FROM DIAGONAL LOCATION. FASTEN TO HETAtfi/Zo @ 48" O.C. MAX FILLED CELL - 1 #5 DIA. REBAR w/ 3000 0 2x4 SYP OR SPF BLOCKING + PSI CONC., SEE PLAN & FILLED CELL FT. PIERCE, FL 34951 BRACE TO M DIA PLATE SILL PLATE w/ 10d @ 3" BETWEEN TRUSSES @ 48" \ O.C. 7-7 EXTERIOR SPACING CHART FOR LOCATIONS 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 ALL WINDOWS 7'-8" WALL w! #5 DOWEL 7" END � 16d NAILS @ 4" O.C. J'1z INTO FOOTING EXTENDED 25" 2x8 P.T. PLAjfE , „ cr CMU WALL AND WIDER (ACI 530) ABOVE SLAB, SEE PLAN - 4 BAYS II` l AT 8" ANCHOR C M MIN. FOR LOCATION AND ARCH FOR \ FINISHES, TYP. a a KNOCK OUT \ F.F. COURSE _ Z NAIL TOP OF "T" TO GABLE TRUSS w/ \ / (O 2 2-12d AND 1 SIMPSON H8 w/ ( -MASONRY WALL 2x4 SYP BLOCKING SIMPSON A34 GRADE � @ 48" O.C. MAX w/ /� OR USP MP4) 10-10dx1Y2" NAILS \ ROOF SHEATHING, SEE 3-12d NAILS EA. END @ 48" O.C. z z FASTEN (1) SIMPSON HGA10 @ 48nmly" TB13/SN FOR ATTACHMENT -- Q 92 O.C. w/ 8-Y4'x%" SDS WOOD SCREWS OVER JACK TRUSSES, SEE " GABLE END TO TOP PLATE / BEAM PLAN. uj CO FRAMED WALL OR BEAM YZ' GAP 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 2-12dTOENAILENAIL REQUIRED MIN. PERMANENT TRUSS BRACING PLAN 2x4BLOCK] NG w/ S NON—M�@Tx34ING EXTERIOR WALL 1—STORY WALL SECTION T B 0 5 SCALE:: N.T.S. GABLE END BRACE GABLE TRUSS w. 2-12d T614 G E01 AND 1-SIMPSON H8 w/ SCALE: 3/4" SO1 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" = 1'-0" @ 11 x1 7 10Dx1 /2' NAILS @ CONV FRAMING ABOVE 2x4 STUDS &PLATES \�\ SEE ARCH PLAN AND FASTEN BEAM TOGETHER w/ PRE-ENG TRUSS DESIGN SHEATHING, SEE T613/SN @ 24" O.C. EA DIRECTION TYP. UNO SIMPSON LSTA18 CENTERED PRE-ENGINEERED - SEE NOTE 1 BELOW 01 2x6 SPF#2 VERTICAL SCAB WOOD SHEATHING, ON OUTER BEAM CORNERS WOOD TRUSS, SEE FOR SPECIFICATION =,\` 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 MIN W AN FOR TRUSS EN NEXT TO REQ'D w/ 2-MTS12'S HCLR/LL IN PLACE OF 4-12d O TRUSS LAYOUT INFO. \ PRE -EN TRUSS, SEE PRE-ENG SEE PLAN FOR SEE ROOF PL PLAN 2x8 SYP#2 RIDGE BEAM WOOD TRUSS CONNECTION INFO AND Z \ \ TOP OF BEAM 2x4 TOP AND BOTT 16" 2x4 CONT. BLOCKING w/ 12d ALUM DRIP EDGE LAYOUT DESIGN @ 2x BEAM w/ Y2" FLITCH PLATE, I O.C. w/ 2-12d NAILS EACH NAILS TO EACH TRUSS WEB BRG WALL TYPE \ \ 2x6 SPF#2 RAFTERS @ 24" END AND 4-12d NAILS AT O.C. w/3-10d COMMON SEE PLAN FOR SIZE AND EACH INTERSECTION PRE-ENGINEERED WOOD PER PLAN 2x SUB FASCIA CD LOCATION —� TRUSS, SEE FRAMING PLAN x # P.T. MIN, TOENAILS TO RIDGE BEAM 2x4 SPF#2 COLLAR TIE Z SHEATHING, SEE TB13/SN FOR TRUSS LAYOUT INFO.FA ENED PER NOTE —77 pg TB EVERY 3RD RAFTER < NOTE 2 FOR SPECIFICATIONS 2 BELOW CONT VENTED OR SOLID SOFFIT H BB 2x4 5PF#2 w/2-#7x3Y2' 2x8 STUDS @ 16" O.C. OPTION A 2x4 CONT. BLOCKING w/ 2-12d CONT 2x4 NAILED TOL 2x BLOCKING NAILED TO TOP WOOD SCREWS EA TRUSS U BEAM SPLICE CENTERED NAILS AT EACH END, TYP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS PRE-ENG. TRUSS OR H5 @ 48" O.C. w/ BEVEL Q OVER COLUMN BELOW, FASTEN BEAM TOGETHER SEE ELEVATION w/ 3-12d NAILS, TYP. (**) CUT (OPTIONAL) I2x4 SYP #2 P.T. FRAMING w/ w SEE PLAN FOR BEAM TO w/ SIMPSON HUC410 TOP OF WINDOW E - - I -- P CAPACITIES ROOF SHEATHING ATTACHED PER SEE SECTION B-B 2x DBL TOP PLATE SHEATHING PER TB13/SN w COLUMN CONNECTION BUCKET, SEE PLAN 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED TB13/SN ABOVE CONY, FRAMED AREAS U —� ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 2x8 CONT. PLATE LISTED IN THE DESIGN CRITERIA ON SHEET SO. uj TRUSS RACING/BLOCKING NOTES: 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: z cri 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS SEE FLOO1t PLAN FOR > Z CMU w/ 3 3/s' x 3" TITEN @ 16" O.C. 2 N Li G ATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. COLUMN' 1ZE & BASE - WOOD w/ 0.148"x 3 Y4" @ 16" O.C. CC IN DEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL CONNE(TION INFO. Q 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE m 0 o Nor BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE KNEEWALL ENTRY CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE LO ATED ADJACENT TO THE SUPPORTS. NO EXCESS WF27 � U Q .o P CED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE SO AS TO AVOID OVERLOADING ANY ONE TRUSS. SECURE 2x4 P.T. BTM PLATE w/ %"x8" ANCHOR BOLTS SET z ( SCALE: 3/4" = 1'-0"@ 22x34 STRUCTURAL SOFFIT F F I T 2. AL BRACING (DB, CB, BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL IN SIMPSON HIGH -STRENGTH d J SCALE: 3/8" =1'-0" @ 11x17 SF01 ** LAN # / ORIENTATION LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. EPDXY 6" MIN. EMBEDMENT SCALE:.26. = 21 ( )FOR ALUMINUM SOFFITS 4" MI BLOCKING 3. AL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3)12d NAILS AT EACH TRUSS INTERSECTION. NOTE 2 REV. 03.26.2021 REQUIRED, FOR SOFFITS <1'-4" MID BLOCKING 4. AD ITIONAL 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 >1'-0"SHALL 1612 BLK AT ACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. MIDDLE SPAN EITH GABLE ROOF. 2x6 SYP#2 O.C.MAX.NT.w/ 3 IF MA WOOD HAVE MID BLOCKING PER R704.2.1 5. PR VIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT. B SQUARE CMU BLOCK BASE << - - -- -- - EE PLAN SCREWS @ 16" .C. MAOR IF MASONRY * NOT FOR HIP ROOF. REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 6. SE TYP. TRUSS BLOCKING DETAILS. w/ 2-#5 VERT. Fll-LED SOLID, w I OR CAN DESIGNED ONLY FOR WALL USE 3-Y4'x3Y2" TAPCONS @ 16" O.C. SERIES NAME: SEE ARCH PLANS MORE U) __ THE INSTALLATION ALT. BLOCKING INFO. W - OF SHINGLE & METAL PREFAB PRE-ENG TRUSS DIAMOND OR 2x6 SYP#2 @ 24" O.C. 3 TO 4 TRUSS SPACES Q BRICK PAVERS OR SLAB PER ROOF FINISH. 12 , WOOD PRE-ENG WOOD SHEATHING, > FOUNDATION PLAN IZF TRUSS F WOOD TRUSS SEE TB13/SN ooROOF SHEATHING SEE PLAN WALL PLAN NAME: DIAG NAL 00 ol @ 8'-0" MAX STEMWALL OR MONOLITHIC 5-12d NAILS 2x6 TO 2x4 SIMPSON 2x4 NT. - FOUNDATION PER H3 CLIP 3911 5 ,, �� . �� , � ; SEE FLOOR PLAN FOR. @ & B FOUNDATION PLAN, SEE COLUMN SIZE AND BASE ' ALTERNATE BASE FOR CONNECTION INFO. CRD LAST REVISION 2x4 BLOCKING B MONOLITHIC FOUNDATION OPTION C 2x4 SYP#2 @ 24" O.C. BETWEEN TRUSSES SEE FLOOR PLAN FOR -- - ---- --� 4'-0" MAX. 2.O 2x DBL TOP w/ 2 12d NAILS @ EA BRG WALL, CCOLUMN SIZE & ONNECTION N OSE -- _ - _ - 2x4 BLOC KING ALTERNATE PLATE END, CONT EA BAY SEE PLAN 1. 2x BEAM w/ Yz" FLITCH PLATE, SEE L LAN FOR SIZE o SHOWN FASTEN FOR TYPE AND LOCATION NAIL BEAMS TOGS' HER PER BEAM 2x4 SYP#2 CONT. w/ 2-#5x4Y2' WOOD DIRECTION, A. INFOSCHEDULE ON SHEET SN E AND LOCATION SCREWS @ 16" O.C. MAX. OR IF MASONRY SHEET # C NC. MASONRY, TO EA. TRtjSS w/2-12d NAILS SEE FOUNDATION 2. BEAM SUPPORT SEE PLAN FOR Slr WALL USE 2- Y4"x3)/2' TAPCONS 16" O.C. S EEL, OR WOOD SECTION B-B TYP. WOOD TRUSS BLOCKING PLAN FOR MORE �' SUP ORT, SEE PLAN @RAISED HEEL DETAIL A- ALTERNATE BLOCKING ALT. BASE CONDITION- PORCH COLUMN FRAMING SR01 SHED ROOF CONNECTION DETAIL INTERIOR BEARING BLOCKING/CO NV. FRAME DETAILS C D 12 SCALE: 3/4" = l'-0" @ 22x34 SCALE: 3/4" = 1'-0"@ 22x34 Tp i'lO SCALE: 3/8" = 1'-0" @ 11x17 D 2 G70 SCALE: 1/2' = 1'-0"@ 22x34 SCALE: N.T.S. SCALE: 3/8" = 1'-0" @ 11x17 SCALE: 1/4" = 1'4' @ 1 ix17 T1301 d w _7 TB04 >< ' RIDG TOP MAX CHORD BLOCKING FOR FIRST 2x4 #2 @ 16" (4) SYP O.C. BAYS 71 CJ w