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HomeMy WebLinkAboutBuilding Plansw LU m p LU LLI T �r Add Fa��'�J - "a����� • No64e _ �• STA � OR ti - - ///l111S1111 00 U1O N W F- N p a N Z u) LL Or,..4 w Ln M� N a W <L C J (� Co Li LL 4 _ rr U co o Q 0 O LU " m 0 LL R3 N C9to2'° ¢ a J Z LU 00 N � Q Ln WWW.FDSENG.COM 000 ❑ 0 Lakewood Park Job 8021 Lot 0021 Block. 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. oc® 1N LLJ GG Ca PLAN #/ ORIENTATIbN 31449 H SERIES NAIVIE: DIAMOND PLAN NAM E : LAST REVISION 2.05 SHEET## GRP2 Oil 0 O M 0 00 LO 2'-01 /4 HUAC PAD 37'-1 1/2" 19'-11 1 /2" 3'-0" 14'-211 0 c� T- --- _ . - ---- _--- — — SLAB CUTOUT FOR I I SGDTHRESHOLD- I I I� SEE DETAIL ON SHEET GRP24.0 I I I li II u it it LF I ( 6'-3" an O 6-31 /2" co I; - I I n i I DW s { IWATER II I I I '. HEATER v,e_, _ _— Li ----- ----—- �I�I II ELECTRIC WATER HEATEk DRAIN i fI i °' ` RANGE I 04 N l II —_7 I! I I HVAC � ; I ! c:► m.... AIR HANDLER DRAIN I FRIG HOOKUPS d I I 11'-31 /4" F1 ,� II it I! I I Ii f I i II I I I ii I I I JI I I I II 1 I li II I N II II LU O J L — -J = C C„ I L — � iI I 1 20'-21/2" I I 1 16'-11" I II I I i CUT CONTROL JOINTS j AT INTERVALS Ifil0' IN BOTH DIRECTIONS j I r 1 I I I I M L_ F -_� I_ 17'-41 /2" 2'-1 " 16'-3" 1'-5" 4'-011 12'-3" 37'-1 1 /2" 1'-1 1 /2" SLAB PENETRATIONS ELEU'B' 114 -1-0 AT 22 X 34 LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT --1 i 2'-8 3/4" 2'-7" 2'-6"1. 8'-101/4" 12'-1 3/ " 0o 0 q Uj Uj Lv Uj 0 00 g N N m O xd O cn r^ g u w W 1 j (7JWLL O a �rn o co W= m o Q O LL W� �C c m o 0 U) a) t (Q m Qa zoo _ J W LO N ¢ co c'7 ,� U J N i WWW,FDSENG.COM O U Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 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. co f— N_ LLJ Z � " W d� PLAN # /ORIENTATION. 3811449 / LH SERIES NAME: DIAMOND LAST REVISION 2,05 SHEET # GRP2 03 r 1 1 /2" VTR 2' T� 1 1 /2" VTR 3" VTR WC PLUMBING ISOMETRIC c e L 0o d- F-1 1/2" 19'-11 1 /2" 3-0" Ilk 14'-2" 0 ch PLUMBING PLAN ELEV'B' 114" =1'-0" AT 22" X 34" LAYOUT 11811=1'-0" AT 11" X 17" LAYOUT 00 W LU 0 W AN Lu. " _ = N•Wo rr � �iB3aA3���' N o Wo N N H N p x� W Z 1100 00 l!J C �NO O LL W 76 ¢ C -J N d @oQ U,Ldg O z:3Va LL2 ¢ Z U)� W W W.FDSENC,.COM do 11 Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. z Q a V CC m W _ c G � N 0 a Z m a PLAN # / ORIENTATION 3811449 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP2 0,5 Century Complete Product Approval/ NCIA Index Sheet Updated: i os-zozo Component Model/Series Product Approval Design Impact Resist. Attachment method Approval # Date Pressures Roof TAMKO Bldg. Products, Inc. Asphalt Shingles Roofing 3 Tab Glass Seal EI1e F1.18355,1 12J12J2011 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. Covering Interwrap Underlayment's Roofing RhinoroofU20 FL1S216.1 12/12/2017 N/A 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 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). Thermo Tru Fiberglass Swing door Fiberg�ss 6 Panal F115225.5 9/21J2018 61 61 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 2.1/21'. Wood Screw edge distance MIN 3/4", not to exceed 6" O.C. Doors Wayne Dalton Overhead Double Door Series 9100 F1.9174,6 2/13/2018 39.2 43,7 Yes Attach door bracket to jamb w/ 5/16" x 15/8" lag screws not to exceed 24" O.C.. Door Jamb to be minimum 2x6 structural grade lumber, Vinal or wood door stop nailed at maximun of 6" O.C. must overlap top and both ends of panels min 7/16" tp meet negative pressures. Ply Gem Windows Sliding Glass d000r Door Series 4780 FL14634.2 10/17/2017 50 No FOR INSTALLATION THROUGH 1XBUCKTOCONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 21/2 INCH MINIMUM EMBEDMENT Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104,1 12/27/2017 55 -55 No Nail fin Holes to Use for Fastene rs Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Bldg Framing Penetration 1" min. (local code may dictate) Min, Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min, Corrosion -Resistant Screw Size #8 or larger Pan Head Windows Ply Gem Windows Vinyl Single Hung Window Series 1500 FL16103,1 12/27/2017 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 Ply Gem Windows Vinyl Integral Mull (Twin & Triple) Window Series 1500 FL16100.2 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 Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse 4,5" Dutch Lap FL23885.1 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 overlapper=d approx. I". Fasten panels approx. 8" or more from the overlap seam, Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten Vertical Vinyl Siding FL23885.1 12/12/2017 96,6 96,6 Yes Nails are galvanized steel roofing nails,1-1/2" long, with 1/8" diameter shanks, and 3/8" dia, Heads. 16" vertical nail spacing. 7" horizontal nail spacing. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake FL23885,1 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. Shutter Hurricane Storm Panel MFG INC. 24 Gauge Galvanized Steel Storm Panel FL16293,1 11/2/2017 20 -20 Yes 1/4" diameter screw shall have a minimum embedment depth of 11/2" and have a spacing of 12" o.c. Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2011 132.8 -17 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. Soffit Aluminum Coils, Inc. Aluminum Soffit FL 12194.1 12/15/2017 80 -90 No 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 staple at 8" O.C. Facia cap 13/4" x 0721/4" head trim nail at 48" O.C. United Steel Production Co Wood Connectors HD28-21F F117232.3 12/21/2017 (14) 0.162" x 3.1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nail§ into Joist United Steel Production Co Wood Connectors HD0211121F 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 United Steel Production Co Wood Connectors MSTA48 FL17244.17 10/17/2019 (26) 0.148" x 2.1/2" Long Nails United Steel Production Co Wood Connectors RT16A F117236.11 2/13/2018 (9) 0,148" x 1.1/2" Long (10d) Nails into truss/rafter; (8) 0.148" x 3" Long (10d) Nail-) into Plate United Steel Production Co 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 Co Wood Connectors MTW12 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 Co Wood Connectors HTT45 FL17324,2 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2-1/2" Pnuematic United Steel Production Co Wood Connectors MSTC40 F1.17244,27 10/17/2019 (52) 0.148" x 3" Long Nails Minimum United Steel Production Co Wood Connectors MSTC66 FL17244.27 10/17/2019 (72) 0,148" x 3" Long Nails Minimum United Steel Production Co Wood Connectors STAD14 FL17249,3 12/21/2017 (38) 0.148" x 3- 1/4" Long Nails Structural Components United Steel Production Co Wood Connectors ADTT-TZ FL17324,1 12/21/2017 W58-EXT wood screw or 3/8" HDG lag screw United Steel Production Co Wood Connectors MPAI FL17244.23 10/17/2019 (12) 0.131" x 1.1/2" Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236,10 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 United Steel Production Co Wood Connectors RT7AT FL20812.1 12/12/2017 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 1.1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236,10 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 Co Wood Connectors C44 FL17239.1 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 United Steel Production Co Wood Connectors CBE44 FL22052,1 8/13/2018 (12) 0.162" x 3-1/2" long Nails into post United Steel Production Co 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 United Steel Production Co Wood Connectors RS14-100 FL17244,28 10/14/2019 Installed directly to Framing, (36) Min. 10d x 1.1/2" with 10d Common or 16d Sinker. (64) Min, 0,162" x 3-1/2" Long Nails 14)1/4" x 1-3/4" Powers Wedge bolt to CMU. (8) Min, 0.148" x 3-1/2" Long Nails to truss/rafter. Provide 4" Embedment into CMU and fasten to wood component using (9) 0,148" � 1 h" Nails Provide (4)1/4" x 1-3/4" Dewalt Screwbolt+ or eq. into CMU and fasten to wood compose nt using (4)1/4" dia, x 1 %" long Wood Screws United Steel Production Co Wood Connectors KST272 FL17244.14 10/14/2019 United Steel Production Co Wood Connectors Wood Anchor Wood Anchor HTWM16 FL6223,2 12/12/2017 United Steel Production Co HTA16 FL17680,4 12/12/2017 United Steel Production Co HGAM10 FL17699,1 12/12/2017 W Z O _J (.T�I N W � J e H Z 0 _ W W V 2 t �(0 or W N o N 00 sy -Z J U.5LoCp q a � ai M QcJ N aw 0 (6 LL LL `p ZJty-� z� W=cod¢ F- W LL �0 O M J Zoo f v J X U) WN M a U W W W.FDSENG.COM b U Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. PIGns 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 O GC a !'V GL C= F-- C� V 0 O cc M. PLAN # / ORIENTATION 3811449 / lH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP2 1,0 WALL LEGEND FULL HEIGHT 8" C.M.U. WALL FULL HEIGHT 2X4 WOOD STUD PARTITION STONE VENEER BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED 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. VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS & DOORS, 2. PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R30842 3. PROVIDE SAFETY GLAZING AT BATHI SHOWER PER FLORIDA BUILDING CODE R308.4,5 4, NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5, PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE. 6. WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24" 0.0, USE 518" DRYWALL OR 112" SAG RESISTANT PER SEC. 702.3.5, 1, THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THAN 112" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 518" TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112" GYPSUM BOARD OR EQUIVALENT, 8. INSTALL 1318" THICK SOLID WOOD DOOR BETWEEN LIVING & GARAGE PER FLORIDA BUILDING CODE R302.15 9. ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST COMPLY WITH R6122 MIN, 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FAIL PREVENTION DEVICE, 10, PROVIDE FIRE BLOCKING PER SECTION R302.11 11. PROVIDE DRAFT STOPPING PER SECTION R302.12 TABLE R302,6 DwellinglGarage Separation Se aration Material From the residence and attics Not less than gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less Phan 5 A -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than 1/2-inch gypsum board or equivalent N r CV IC? 14'-31 /2" 7'-51 /2" 6'-10" 3 O 5-0 SH 2'-6" EGRESS OWNER'S BEDROOM 13'•6" X 12'•0" 10'-51 /2" 3' 218 618 GRP2 5.1 5 0. BATH N 0 BEDROOM 2 10'•4" X 11'•0" N O 10'-51 /2' d 37'-1 1 /2" 4'-41 /2" WIC III 00 5'-11 1 /2" 4'-3" 6068 SGD LO 2 Z6 618 WID HOOKUPS =' "WATER 1 M HEATER l 0=32760 I 411 `5'-0" - n 00 2-CAR GARAGE 19'•6" X20'-21 /2" 4 P2 5.1 BR 2 ys618 Lv �s1 3'-2" 5'-11 1 /2" 218 6� 20 MIN RATE PER R30211 OF HE CODE 1—_ � 1 �L.Lj 5'-1 1 /2" ]6UIU JtUI IUNRL 0 ! �I 8'x8" CMU COLUMN 16'-0" 19'-9" 1'-61 /2" 37'-1 14 18'-51 /2" 9'-8" 3 O 5-0 SH A'-R"HH LIVING ROOM 114" X 14'•2" 4'-61 /2" 6-11 1 /4" 9'-31 /4" 2X4 WALL, 34112" H. WI 12" COUNTER OVERHANG r DW o o r— — DRYER VENT 1 GRP2 5. 2 ELECTRIC RANGE , 3 KITCHEN FRIG, 210 618 HOOKUPS — PANTRY N, O d- 4'-91 /2" 0 0 4'-10" 5'-01 /2" ESCAPE 310 618 3-6" 1, 3'-5" 1, 4'-61 1 ,., BEDROOM w 11.0 X 10.01 3-8 1/2" 3-10" 3-101/2" 216618 210618 .?16618 210618, 11'-21 /2" BEDROOM 4 10'-10" X 1IT-0" \\\,/ 10 5 0 SH EGRESS 3 0 5i 0 SH 6'-8"H.H. 6-8 Hh 2'-0"121-011 3'-7" 5'-7" 3'-1" 4"0" 12'-3" ElPORCH 4'-11" 18" 4'-114'-101/2" 17'-41 /2" FIRST FLOOR PLAN ELEVE' 1 _ � �I 114 -1.0 AT 2211 X 34�� LAYOUT 118'14" AT 11" X 17" LAYOUT N V_ d- ch 00 0 Un 00 C4 z _ �T1 W F+�I V A ' � • � mow•. ,. � 'v 0 w O M w co O N N O _ O _ � - C: J CMory g w w M a •'mN d W O _ OC 0 coO L w O LLW- < O ~ (5 c°0 d a zoo Uj N Y U N N WWWYE)SENGEOM Ci Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. cn _ Z m *S Ci. O __j L _ PLAN # / ORIENTATION; 3811449 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP2 1,2 SHINGLES AS SPECIFIED 1ST FLOOR PL HT. CEMENTITIOUS FINISH 1ST FLOOR FIN, FLR. _ FRONTA1 1LAYOUT 0AT 11 LAYOUT SHINGLES AS SPECIFIED -77 1ST FLOOR PL, HT, CEMENTITIOUS FINISH 1ST FLOOR FIN. FLR. _ vLAYOUT LAYOUT 1ST FLOOR PL, HT_ 1ST FLOOR FIN. FLR, CV SHINGLES AS SPECIFIED CEMENTITIOUS FINISH RIGHT ELEVATION'B' 114 : 11.011AT2211X3411 LAYOUT 118" : V-0" AT 11" X 17" LAYOUT t� CV �- d- � SHINGLES AS SPECIFIED 1ST FLOOR PL. HT, _71 - - CEMENTITIOUS _ -r ' - - y - n r „ _ , - ti - - -, - FINISH 1ST FLOOR FIN. FLR, I r _ALAYOUT i I AT LAYOUT r t Mo W 0 3: O _ -T" (7 s =a rRfo rEL v O M O cO O N N 00 N p me 0 — W z —' V. U)o()c� Nu)rrNi0 m ", a W a w� oLLU- o W �4Q W O m . UM (p N =O2 N m ZU) Oi (��p J O- pp U M (n WN M U J WWW.FDSENG.COM U ❑ Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. corl cm F= c� ... PLAN # / ORIENTATION 3811449 / LH SERIES NAME. DIAMOND PLAN NAME: LAST REVISION n o GRP2 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.) 1952 SF 1 937 468 1 375 1 490 480 1 970 14 4 80 CALCS BASED ON THE FOLLOWING VALUES: -Ridge Vents =15 in 2 of net free area per linear foot -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 SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES, ALL ASPHALT SHINGLES SHALL HAVE SELF-SEALING STRIPS OR BE INTERLOCKING & COMPLY WITH ASTM D255 OR D3462, & SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SINGLE TAB, & SHALL IN NO CASE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURER'S REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D3161, FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F1667, & SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (0,106) WITH A MINIMUM 318" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENETRATE THE SHEATHING. THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A641, CLASS 1, OR EQUAL, & SHALL BE CORROSION RESISTANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, OR SHALL BE MADE OF STAINLESS STEEL, OR NON FERROUS METAL, , -� C ROOF PLAN ELEV'B' 11411-1-0 AT 22 X 34 LAYOUT 118" = V-0" AT 11" X 17" LAYOUT 0 z X W 00 i"N r- p as 52 22 O c! O VINO u d Q fV N M CO d" W Uj J L7 J LL LL O 2 W W=moQ OH co 6 - c 'aLp a Z pp U W CO WN M V J WWW.FDSEQG.COM U U El r-1 Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. 9� PLAN # / ORIENTATION 3811449 / LH SERIES NAME: PLAN NAME: LAST REVISION SHEET # GRP2 33 1112" =1 "-0" AT 22" X 34" LAYOUT 314°' =1 "-0°' AT 11 °' X 17" LAYOUT VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL, "L" FLASHING ROOF UNDERLAYMENT CAP SHINGLE -APPLY WITH ADHESIVE (DO NOT NAI L) ROOF TRUSSES (SEE PLANS) SHEATHING SIDING PER ELEVATION G.I. FLASHING (EXTEND 6'° ABV, TRIM BD.) CLAD 2x TRIM BOARD (REFER TO ELEVATION FOR SIZE) TRIM BD, TO LAP TOP OF BLOCK 2" G.I, FLASHING W1314" PROJECTION PAINTED CEMENTITIOUS FINISH 8" BLOCK WALL OR WOOD STUD FRAMING, REFER TO TRIM BD. LOCATION ON ELEVATIONS 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT I I" X 17" LAYOUT :SHOLD AT DOORWAYS SHALL EXCEED 3/4" IN HEIGHT, :SS THRESHOLD IF :SSARY. i 1 1 S,G,D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF, SPECS, 1 111 ' I' �1 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 r 1 x P.T. NAILING STRIP t YP. BOARD FINISH I URRING STRIP (,MU 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 1 � 1 1x P.T. BUCK STRIP (SEE STRUCTURAL) 112" GYP. WALLBD. FURRING & INSULATION CMU - CONCRETE MASONRY UNIT (SEE STRUCTURAL PLAN) 1x SILL WINDOW FRAME SEALANT AT FRAME PRE -CAST SILL WITH DRIP E[)t�E BUILT UP FOAM TRIM (REF ELEVATIONS FOR SIZE) FLASHING CEMENTITIOUS FINISH CMU WALL - REFER TO STRUCTURAL WINDOWSILL 7 "" _ " n "" 1112 01-0 AT 22 X 34" LAYOUT 314" :: V-0" AT 11" X 17" LAYOUT LU LU W 2 W. - _ -- -- c.' " wo �� O 00 N�Na'� LL a Qc�� N a w j @ V Q �j O O '�W : �M O J 2aWrn ca W -a W W N N M U \N W W.FDSENG.COM O U ❑ ❑ 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. EM SERIES NAME: LAST REVISION r 2.05 FACE OF WALL Of nDC MD 11011-1011 WINDOWSINGLE DETAIL -0 1 )►' 4 " LAY OUT FACE OF WALL 112" = V-0° AT 11" X 1 i" LAYOUT FACE OF WALL SLOPE TOP 11211:1211 BUILT-UP STUCCO TRIM 00 4" TYP. REF. ELEV. DOORTRIMDETAIL i' LAYOUT CI nDC TnD 4/011,4011 WINDOWTWIN DETAIL 1 ' LAYOUT i la PER ELEV, SMOOTH CEMENTITIOUS FINISH of SHAPED FOAM TRIM a,Lu 0 �k W LU " r er GII �� �Z ' J LO) cq c - � , r., o r; w N�c) a (� (DLLLL O �- LC uj Z1�ry zo LLLU (O � Q Q � W�'coN�) coC' Z car O Q aC Z� N J LINE TYP, We N CV M U J W W W.FDSENG.COM U 00 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. Em VWWOUIRMS ATIRIAMM-0i I L .. r;. 2.05 112" =1 °-0" AT 11 ° X 1 i" LAYOUT A I I ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ATTACHED PER NAILING SCHEDULE ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PREFAB PRE-ENG TRUSSES 2X SUB FASCIA WITH COIL WRAP FINISH METAL DRIP EDGE 7/16" OSB GUSSET ATTACHED PER NAILING SCHEDULE WALL PER PLAN SEE PLAN 12 I W1 ROOF OVER .EXTERIOR DOOR GRP2.4.0B) SCALE: 114" = 1'-0" 19 SEE (TYP) ELEV 1/2" GYP. BD. CEILING TYP. 5/8" TYPE X @ GARAGE CEILING 1x2 PT NAILER 1/2" DRYWALL CURTAIN NAILER PT 1x4 @ WINDOWS & S., GYP. BOARD RETURN 1x2 PT FIR STRIP @ 2, O.C. INSUL. PER ENERGY CALCS. & SPECS 1x4 PT BASE NAILER 4"CONC. SLAB. SEE F PLAN FOOTING SEE FOUNC� 1 ,.,,. 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. P OF 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 ..8" 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. SELEE EV INSULATION BAFFLE 2X SUB FASCIA WITH COIL WRAP FINISH R-30 INSULATION OR PER ENERGY CALCS VINYL VENTED SOFFIT 1/2" GYPSUM CEILING PER SPECS BOARD 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 TRUCTURALPLANS 1/2" GYPSUM BOARD 3/4" T&G GLUED W/ CONSTR. ADHESIVE & NAILED EXTERIOR FINISH MATERIAL PER PRE ENGINEERED WOOD ELEVATION FLOOR TRUSSES PER 2 x 4 SOLE PLATE 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 tn 1xP.T. BUCK STRIP WINDOW SEE FLOOR PLAN FOR SIZES 2' GYPSUM BOARD INSUL. PER ENERGY CALCS. &SPECS CMU PER STRUCTURAL4"CONC. SLAB PER PLANS o /—STRUCTUAL PLANS 5/8" CEMENTITIOUS < o 0 FINISH PER FBCR ° FOOTING SEE °4 STRUCTURAL PLAN FOR SIZE / DETAILS TYP. TWO STORY WALL SECTION SCALE: NTS W Z �y O W w W V � nY � gie CD co W N O) N � Z � J � u- c Qc� N aw W� m o Q 1-- Om Z��m^� m C7 uj � O7 � a a Z Woo LO N CO r V � WWW.FDSENG.COM d U El El Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. Oct PLAN # /ORIENTATION: SERIES NAME: PLAN NAME: LAST REVISION SHEET k GUNS ri« TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE: BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE i na Ac reiP:r_F._qARv MCI FLASHING EXT-1 TYPICAL SLIDINGGLASS FL HIN DETAIL GRP2.4.00 N.T.S. (EXT-1) FLASHING SEE NC WALL �) SHEATHINGWITH WEATHER RESISTIVE BARRIER NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT EXT-5 EXTERIOR OPENING OR BEAM GRP2.4.00 N.T.S. (EXT 5) CONT. DRIP EDGE ACROSS DOOR HEAD TO DIVERT RAIN • r • . • . r •' • s HEAD FLASHING TIE-IN INSTRUCTIONS: r •IN QW-0-1 r r 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 r r i III WINDOW) ,® NOTES. 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 r • ■ ! ,►'hili, HISOM 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. «nr,�r•�.r3 EXT-,? TYPICAL WINDOWFLASHING DETAIL GRP2,4,0C' N.T.S. (EXT-2) WALL PER PLAN EXTERIOR DOOR (EXT-6) N.T.S. EXTERIOR WINDOW (EXT-7) FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SEt�IJRE EXTERIOR SHEATHING SILL PAN FLASHING . 0 4Lij i it _ F� dab •. , ^ a ! l,l � `'�k yM� 'd Aft I N N 00 O # g ®� r� ^ O LJ U,I a co 7�CD' Q C J N a W moQ O W @� CCg UMW ��:� (1) a Q a _ LL1 °O N c,U—_ G D N U N WWW.FDSENG.COM O () 011 Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. W d PLAN #/ ORIENTATION SERIES NAME: PLAN NAME: LAST REVISION SHEET# GRP2,4,OC MAX. MAX. 1x NAILING STRIP VINYL SOFFIT (INSTALL PER MANUF. SPECIFICATIONS) SHALL MEET R703.11.1 PORCH SOFFIT DETAIL RAKE DETAIL VARIES .4 CEMENTITIOUS FINISH a a 1/2":12 SLOPE BUILT UP FOAM TRIM (REF. TO ELEVATION FOR SIZE) na PRE -CAST LINTEL 6 4--- (REF. TO STRUCTURAL) 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT I I" X 17" LAYOUT WHEN TRUSSESARE SPACED 24" o.c,, THE CEILING STRUCTURE MUST BE 518" DRYWALL OR 10 SAG RESISTANT DRYWALL 1ST FLOOR PL, HT, 1ST FLOOR FIN. FLF BUILDING SECTION 1 1141-1 .-0 AT 22 X 34 LAYOUT 11811 =1'..0" AT 11" X 17" LAYOUT REFER TOSTRUCTURAL PAGES FOR FOUNDATION SIZE 0 ao TABLE R302.6 DwellinglGarage Separation Se aration Material From the residence and attics Not less than'/cinch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5 B -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies used for separation required by this section Not less than gypsum board or equivalent U) Uj H 2 z X W 0 _ -_ -• wwcc y3y " a. 310 iJ ��flfffifil>>��� W N N H , Z. o O�nr` o LL w t+'@ a QN a 16 c ZW(0 �LL'Lu-J" Cr O� z5coCi mO ca C9 w °? a Z W N M J N WWW,FDSENG.com U El D Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. m Z ■ O N H 0— V W PLAN # / ORIENTATION; 3811449 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP2 43 1'-4"-7 4 1'-31 /2"� 6' O. BATH II � I II II II 112 -1-0 AT 22 X 34 LAYOUT 11411=1'-0" AT 11" X 17" LAYOUT KITCHEN 3 11211:11-011 AT 22" X 34" LAYOUT 11411=1'-0" AT 11 t1 X 17" LAYOUT W36 30 KITCHEN 2 W3012 W36 30 MICROWAVE O EIfCTRIC � RANGE 11211=1'-0" AT 22" X 34" LAYOUT 11411:11-0" AT 1111 X 17" LAYOUT 1'-31 /2" 1'-31 /2" 3-91 /2" BATH 2 11211=1'-0" AT 22" X 34" LAYOUT 11411=1'-0" AT 1111 X 17" LAYOUT KITCHEN 1 11211=1'-0" AT 22" X 34" LAYOUT 11411.11-0" AT 1111 X 17" LAYOUT • M F3 h . ti S t'. • v W o N N Ip J O �j o w u a v @ QcJ N a wcl: O�LLLL o CO = vo Q O F- Z�M^6 LLW mm a0 4 Z� r IL WN M Y U) Q U J WWW.FDSENG.COM U ❑ Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. 0 Q W fM-M] O W E� PLAN # / ORIENTATION 3811449 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP2 5,1 r SERVICE DISCONNECT ELECTRICAL -1 ST FLOOR - ELEV `0' 1A 11-1-0 AT 22 X 34 LAYOUT 118" = V-0" AT 11" X 17" LAYOUT Al GENERAL NOTES 1, INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES, RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 201.12 & 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-3,04,72, INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 1402 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1400 SF GENERAL LIGHTING c@r 3W / SO. FT. 4200 1 WATER HEATER 1 REFRIGERATOR 0 FREEZER 1 DISHWASHER 1 DISPOSAL 0 TRASH COMPACTOR 1 MICROWAVES 0 CENTRAL VACUUM 0 MINI FRIG AND ICE MAKER 0 J ENN AI RE 1 CLOTHES DRYER ELECTRIC 1 RANGE 0 COO KTOP 0 WALL MOUNTED OVEN 1 GARAGE DOOR 0 LANDSCAPE 0 POOL PANEL FIRST 10,000 cr 100 % REMAIN DER �7a 40 % (25, 717) 4500 1440 0 1030 690 0 1630 0 0 0 5000 11600 0 0 1127 0 0 35,717 10000 10287 20287 HEAT LOAD 8750 W 5688 65% A/C LOAD 2.0 tons 3750 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEA1 ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES DEMAND LOAD AMPERES NEUTRAL DEMAND AMPERES 25,975 VA 108 @3a 240V 74 ELECTRICAL LEGEND WPll MOUNTED FIXTURES CEILING MOUNTED FIXTURES OOUTLET 110V O OUTIfT-N O WRIIIIGHT 101 GARAGE DOOR OPENERPREWIRE 3O SMOKE DETECTOR OGROUND OUTLET -flUJ FAULT PH . OUTSET -PHONE 16'LIGHT BAR OO FLUSH MOUNT SAC SMOKEDETECTOWCO2 INTERRUPTER O � OUTSET-110V GROUND FAULT SWRCH-SINCiEPOlE COACH LIGHT - 0 SU�rACECAN LIGHT ❑❑ BATHROOM INTERRUPTER FRONT DOOR EXHAUST FAN WATER PROOF ILI 0 OUTLET -220V 3 SWITCH -3WAY z �CHl1GHT- REAR DOOR n C � OPTIONAL fRNPREWIRE � FLUORESCENT 1'A4'21AMPS SWITCH 4WAY � �� 1 'mod W Z 0 U) W J W 0 �Gr Ha Zt W� N N o F-C4 Op t J Z li7 eo LL Q CJ N W Uj OF- W�'mC" M LLW�moa 5,0 z� : 'U, WN M U 3 WWW.FDSENG.COM ° El 0 U Lakewood Park Job 8021 Lot 0021 Block 0080 7409 Belleair Ave Ft Pierce, FL 34951 8/20/2021 Century Communities expressly reserves its common law copyright in these plans. Plans are not to be copied, reproduced, or changed, in any manner whatsoever, nor are they to be assigned to a third party without written permission and consent of Century Communities. C.7 Z 0 i LA— Ncz y� Jj Q L7 V GC f-- V W J W PLAN # / ORIENTATION 3811449 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION APy 2,05 SHEET # GRP2 6,2 REVISION SUMMARY NO. I DATE A.B. Anchor Bolt Abv. Above Adj. Adjustable A.F.F. Above Finished Floor ALT. Alternate Bm. Beam B/Beam Bottom of Beam Brg. Bearing Cant. Cantilever Cir. Circle Clg. Ceiling CJ Control Joint Col. Column Cont. Continuous Dbl. Double Dia. Diameter Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation E.O.R Engineering or Record Ext. Exterior Exp. Expansion F.B.C. Florida Bldg. Code Fin, Fir. Finished Floor Fir. Floor Fdn. Foundation REVISION DESCRIPTION ABBREVIATIONS DESIGNER Fir. Sys. Floor System PSF Pounds per square foot F.O.M. Face Of Masonry P.T. Pressure Treated Ft. Foot / Feet Rad. Radius Ftg. Footing Req'd. Required Galy. Galvanized Rm. Room G.C. General Contractor Rnd. Round G.F.I. Ground Fault Interrupter S.F. Square Ft. G.T. Girder Truss SHT Sheet Hdr. Header S.L. Side Lights Hgt. Height S.P.F. Spruce Pine Fir Int. Interior Sq. Square K/Wall Kneewall S.Y.P. Southern Yellow Pine L.F. Linear Ft. Thik'n. Thicken Mas. Masonry T.O.B. Top of Block Max Maximum T.O.M. Top of Masonry Min Minimum T.O.P. Top of Plate M.L. Microlam Trans. Transom Window Mir, Mirror Typ. Typical Mono Monolithic U.N.O. Unless Noted Otherwise N.T.S. Not to Scale Vert. Vertical O.C. On center V.L. Versalam Opn'g, Opening VTR Vent through Roof Opt. Optional W Washer Pc. Piece W/ With P.L. Parallam W.A. Wedge Anchor PLF Pounds per linear foot Wd Wood Pit. Ht. Plate Height WP Water Proof TERMITE SPECIFICATIONS SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEP/�.RTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. - -NOTICE TO BUILDER AND ALL SUBCONTRACTORS- - IT IS THE INTENT OF THE ENGINEER LISTED IN THE TITLEBLOCK OF THESE DOCUMENTS THAT THESE DOCUMENTS BE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO: 1. REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE ENGINEER ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 2, SHALL STRICTLY OBSERVE ALL APPLICATION CODES DURING THE COURSE OF CONSTRUCTION INCLUDING ALL STATE, CITY, AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. 3. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES, OR THE CONTRACTION TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS OR RELATED CODES. 4. THE FRAMING PLAN SHOWN INDICATES THE "TRUSS SYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSS SYSTEM ENGINEER (DESIGN PROFESSIONAL OF RECORD). THE TRUSS DESIGN ENGINEER (DELEGATED ENGINEER) HAS FINAL, RESPONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSS PROFILE, AND IS TO SUBMIT A FINAL SET OF TRUSS ENGINEERING SIGNED AND SEALED TRUSS DRAWINGS TO DESIGN PROFESSIONAL OF RECORD FOR REVIEW PRIOR TO FABRICATION 5. 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. 6. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO OUR QUALITY ASSURANCE MANAGER AT 321-972-0491 IMMEDIATELY. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE THE ENGINEER WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE ENGINEER. PAYMENTS WILL BE MADE IN ACCORDANCE TO THE TERMS OF THE AGREEMENT. CENTURY COMPLETE 3811449 MODEL B LH GENERAL. STRUCTURAL NOTES CAST IN PLACE REINFORCED CONCRETE 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" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EA WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. FIBER MESH LENGTH SHALL BE %2" TO 2", DOSAGE AMOUNT SHALL BE FROM 1.0 TO 1.5 LBS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S AND SHALL COMPLY WITH ASTM C1116 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 60 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORT. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05/L1. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) 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 ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S,I. FOR THE CONCRETE STRENGTH. MASONRY 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE 01 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 ARE REQUIRED Ca INSPECTIONSQ IN CONSTRUCTION DAYS OF 3000 PSI SLUMP 8" TO 11 . CONTINUOUS MASONRY UR G 4. GRADE 60 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 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 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 112" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/11_1, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14 11. CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. GROUT SHALL BE FLUSH WITH TOP OF WALL. 19161191 1. ALL EXTERIOR WOOD STUDS WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. STRUCTURAL WOOD FRAMING MEMBERS,(I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE SPF #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 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 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8. ALL ENGINEERED LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP (1.7E FB=2400 PSI) MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: 9.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB 9.2. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLASH TO EXTERIOR WALL FACE. 9.3. WALL SHEATHING:'/s' STRUCTURAL I OSB EXPOSURE 1 OR '%2" RATED OSB EXPOSURE'_ 1 (SPECIFIC GRAVITY, G=0.50, MIN.). A MINIMUM i$' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGE AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 10. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDtyDMETAL OR WOVEN WIRE LATH SHALL -BE_ATTACHED -TO WOOD SHEATHING WITH 1Y2' LONG, 11 GAGE NAILS HAVING A 7/s' HEAD, OR 1 %2' LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1062 OR C1787, OR AS OTHERWISE APPROVED (REF. 2020 FBC-R-R703.7.11 STRUCTURAL STEEL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM F3125, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325 U.N.O 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL 3. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION, AS DEFINED IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 316' UNO. 4. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECT ION DETAILS INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 5. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.. 6. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS O UCTS ASSOCIATION, 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE: WITH THE FRAMING DESIGN LOADS: 6, DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS, TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS.AND STRUCTURAL PLANS FOR MORE INFO. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 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 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) %"x 2%" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1660#). IF CORNER STRAP IS MISSED, CONTRACTOR IS TO INSTALL (2) SIMPSON HGAM1Cl W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 5. NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR.- IF GIRDER TRUSS CONNECTIONS ARE MISSED,CONTACTTHE FOR FOR SUBSTITUTION. 6. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2PJD FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 2112" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. STRUCTURAL DESIGN CRITERIA CODE CRITERIA • 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). • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16). • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13). • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION. • WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION. • APA PLYWOOD DESIGN SPECIFICATION E30-16 • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16 • ALUMINUM DESIGN MANUAL - AAF-20 GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 10 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 40 40 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM / READING ROOMS 60 (PSF) COMMENTS: BALCONIES/ DECKS 40(PSF) d. A SINGLE CONCENTRATED LOAD BALCONIES OVER 100 SQ:FT 100(PSF) APPLIED IN ANY DIRECTION AT ANY LIGHT STORAGE 125(PSF) POINT ALONG THE TOP. GUARDRAILS AND HANDRAILS 200(LBS)(d) f. BALUSTERS AND PANELS FILLERS GUARDRAIL IN -FILL COMPONENTS 50 (LBS)(f) SHALL BE DESIGNED TO WITHSTAND STAIRS / NON SLEEPING ROOMS 40 (PSF) A HORIZONTALLY APPLIED NORMAL SLEEPING ROOMS 30 (PSF) LOAD OF 50 POUNDS ON AN AREA LIBRARIES - STACK ROOMS 150(PSF) EQUAL TO 1 SQ. FT. HABITABLE ATTICS SERVED w/ FIXED STAIRS 30(PSF) PASSENGER VEHICLE GARAGI:S 50(PSF) DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 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 *** TL MAX 1/2" WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 124.0 MPH EXPOSURE CATEGORY C BUILDING CATEGORY it BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFE ICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 60 ft EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND PRESSURE AND WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION SUCTION DIAGRAM AREA 4; (5� (+) 38.8 (+) 38.8 �. 10 - 19.99 - (-) 42.0 (-) 51.8 20 - 49.99 CCU (±)37 DO(37.0 +) 39.2 47.6 50 99.99 E J + 34.6 _ 7. 3 8 `FJ + 34.6 - 43.4 5� > 100 G` J (+) 32.9 - 35.0 CH-) (+) 32.9 - 39.2 0, `4 j II a GARAGE DOORS* SOFFIT 9'-0" x 8'-0" 16'-0" x &-0" � (+) 34.0 (+) K (+) 38.8 DIAGRAM - 38.5 O 36.4 O58 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. 'a" = END ZONE IS ONLY WITHIN 4'-0' OF ALL EXTERIOR BUILDING CORNERS. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDER TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SHEET INDEX SO I NOTES & SCHEDULES I I S1 FOUNDATION PLAN B S2 ROOF FRAMING PLAN B L1 LINTEL PLAN B L2 LINTEL CHART & NOTES SN I NOTES & SCHEDULES Di FOUNDATION DETAIL:; D2 FLOOR FRAMING DETAILS 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 ooz 'as .,.% Nil L_ C, �rg w E r wO Imps lug �� in 00 U� �3) oa 0 w oo z sc m r J r o LL a a C M dp N wa w 0cr ®OLLLL o ,q Z=a�� �o aL 50oQ o 0 �No m LL a Q d 4100 Z N M ' J U W W W.FDSENG.COM LOT 21 BLK 80 LAKEWOOD PARK 7409 BELLAIR AVE. FT. PIERCE, FL 34951 O J f= z cc m 0 0 Q r402 ORIENTATION BLK SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.01 SHEET # So MAIN FLOOR LEGEND SYMBOL I DESIGN DESCRIPTION I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT —< 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY C WIND PRESSURE AND SUCTION (PSF) EFFECTIVE WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[6:12] AREA ROOF 1 2e I 2n 2r 1 3 1 3e I 3r 68 93 68 93 68 93 - 10 GABLE -49.95 -49.95 1 -79.64 1 -79.64 1 1 -79.641 -102.64 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 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: SHINGLE: 1%2' EXP. 1 (40/20) TILE: 1/32" EXP. 1 (4/zo) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/2', SHEATHING SHALL BE FASTENED a� aa a WITH ASTM F1667 RSRS-03 10d (2'%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �t� n` Oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING - [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN B SCALE: 1 /4" = 1'-0" @ 22x34 SCALE: 1/8" = 1'-0" @ 11x17 BW# INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN, SEE 2x ARCHITECTURAL PLANS FOR WALL WIDTH, 2x4 MINIMUM U.O.N. INDICATES BUILT UP COLUMN, SEE C# FRAMING PLAN FOR SIZE, DETAIL WF37/SN FOR PLY ATTACHMENT AND UPLIFT ® CONNECTION SCHEDULE ON SN FOR C# * INDICATES NO BOTTOM CONNECTOR REQUIRED. ATTACH BASE w/(4) 12d TOENAILS. INDICATES AN OPENING HEADER H# CONSTRUCTED PER HEADER SCHEDULE ON SHEET SN INDICATES STRUCTURAL BEAM SEE B# DESIGN AND ATTACHMENT SPECIFICATIONS PER BEAM SCHEDULE ON SHEET SN. INDICATES UPLIFT CONNECTOR. SEE OUPLIFT CONNECTOR SCHEDULE ON SHEET SN O WINDOW PRESSURE - SEDEI SO FOR MORE INFORMATION. INDICATES LINTEL PER LINTEL PLAN L1 FRAMING NOTES: 1. SEE WIND SPEED CHART ON SN FOR WINDOW PRESSURES GENERAL NOTES: 1. THE FRAMING PLAN SHOWN INDICATES THE "TRUSS SYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSS SYSTEM ENGINEER (DESIGN PROFESSIONAL OF RECORD). THE TRUSS DESIGN ENGINEER (DELEGATED ENGINEER) HAS FINAL, RESONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSS PROFILE, AND IS TO SUBMIT A FINAL SET OF TRUSS ENGINEERING SIGNED AND SEALED TRUSS DRAWINGS TO DESIGN PROFESSIONAL OF RECORD FOR REVIEW PRIOR TO FABRICATION 2. INSTAL TEMPORARY & PERMANENT TRUSS BRACING IN ACCORDANCE w/ THE MORE STRINGENT REQUIREMENTS OF THE TRUSS SUPPLIER DETAILS, I HE DETAILS SHOWN ON DWG. D2 OF THE STRUCTURAL DRAWINGS, OR THE REQUIREMENTS OF BCSI. 3. ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES WITH IN THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO CONSTRUCTION. 4. SEE SHEET SN FOR DESIGN SCHEDULES AND NOTES: FOUNDATION SCHEDULE / COLUMN SCHEDULE / BEARING WALL SCHEDULE / BEAM SCHEDULE / HEADER SCHEDULE / CONNECTION SCHEDULE / FLOOR AND ROOF NOTES. PLAN KEY NOTES BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---- STOP ----- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES. WALL TYPE CENTURY f 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC @ 2020 •B��BF a ' �10, omoa3o �1,:Jj 4 000a '•i Oo4=--C�9'=w0 h ya N I .. .z'�w'� w � ou, o N , om3o- LL a ap0� uGC9 z wrANoo w aQ�r>c WJJLL CL z '5O 10 0 � co v Q a 0 00 N ZN m J (n a ZD 10 OU ❑ ❑ W W W.FDSENG.COM LOT 21 BLK 80 LAKEWOOD PARK 7409 BELLAIR AVE. FT. PIERCE, FL 34951 0 SYMBOL DESIGN DESCRIPTION o i_ z V) w 0 o o Q 2x INTERIOR BEARING SHEARWALL - SEE 11,,1171',' BEARING WALL SCHEDULE ON SHEET SN FOR REQUIREMENTS. LAN # /ORIENTATION INDICATES BEARING WALL SEE BEARING 1402 BLK I I I I I WOOD BEARING SCHEDULE ON SN SERIES NAME: MASONRY WALL TOP Qa 8'4" DIAMOND PLAN NAME: 3811449 LAST REVISION 2.01 SHEET # GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY AND LOTTS. III, III�II; CENTURY ° lei o — TOP KNOCK coly J •°° OUT/LINTEL BLOCK F = FILLED w/ GROUP Q U COURSE w/145 TOP, U = UNFILLED CELL ¢ =Z N 4° MIN R = RECESSED U2 QUANTITY OF #5 Z GROUT REBAR (BOTTOM) 3091 GOVERNORS LAKE DR. zo 8F16-1 B/1 T 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 7%" ACTUAL LINTEL (VARIES) NOMINAL WIDTH 8" NOMINAL TYPICAL LINTEL DETAIL TYPE DESIGNATION 0 Q�ow �✓^� .- ®- 0=��4 a LINTEL DESIGNATION SCHEDULE w o �20 Ng� MARK LINTEL DESIGN MARK LINTEL DESIGN 3 Ci�N Qa ,. $a ¢N �� {h,4 A 8RF6-OB/1T O 8RF14-OB/1T z w o: L 0 0 N w o y O 8F8-OB/1T O 8F16-OB/1T w WQLL c 8RF141B/1T N O BF20-OB11 T O O O 03� 3oN LL D O 8F16-1B/1T 0° 8RF22-OB/iT rA 0 8F20-1B/1T O 8F24-OB/1T m 00 J C) OM N 00 O 8RF22-iB/1T O 8RF3006/1T inn lJi. 00 Z xt oo � tL-0, Z o L a O 8F24-iB/1T 0 8F320B/1T A 4� � C,47 W .;J LLLL O uj 0 H O 8RF3016/1T s O 8F2816/1T -a � o ,k = c o ~O 8F32 1 B/1 T 8F40 1 B/l T 0 J =L �� N (� � 8F12-1Bl1T uOr8F71�6�2B/2T w ZN M'- 2 GENERAL INSTALLATION NOTES: El El 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. WWW.FDSENG.COM 2. SHORE FILLED LINTELS AS REQUIRED 3. INSTALLATION OF LINTEL MUST COMPLY w/ THE ARCHITECTURAL AND STRUCTURAL XX DRAWINGS 4. U-LINTELS ARE LOCATED MANUFACTURED w! 5%" LONG NOTCHES AT THE END TO `• ��� LOT 21 BLK 80 ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING.' - 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" `�� LAKEWOOD PARK AND LONGER w/ NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180 7409 BELLAI R AVE' 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY FT. PIERCE, FL 34951 7. 7/s2" 0 WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE 8. CAST -IN -PLACE CONC. MAY BE PROVIDED IN COMPOSITE LINTELS IN LIEU OF CMU 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. FLORIDA APPROVAL NUMBER 158.1 — - 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-926 OR OTHER APPROVED COATING 12. LINTELS LOADED SIMULTANEOUSLY w/ VERTICAL (GRAVITY AND UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE FOR COMBINE LOADING WITH THE�� LL. s FOLLOWING EQUATIONS: APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD GENERAL MATERIAL NOTES: V 1. fc PRECAST LINTEL = 3500 P.S.I. 2. fc PRESTRESSED LINTEL = 6000 P.S.I.- 3. GROUTED PER ASCM C476 fg = 3000 P.S.I. w/ MAX %" AGGREGATE AND 8" TO 11" SUMP 4. CMU PER ASTM C90 w/ MIN NET AREA COMPRESSION STRENGTH = 2000 P.S.I 5. REBAR PER ASTM A615 GRADE 60 D O 6. 270 LOW RELAXATION 7/32" WIRE PER ASTM A510 O t. 7. MORTAR PER ASTM C270 TYPE M OR S GENERAL LINTEL NOTES: _ - 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. 145 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EACH END BASED ON CAST CRETE, LOTTS, AND QUALITY LINTEL SPECS. 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINT ELAND ►S APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY </� AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD. DIMENSIONS SHOWN ARE CLEAR SPAN ONLY WALL TYPE SYMBOL DESIGN DESCRIPTION 2x_ INTERIOR BEARING SHEARWALL - SEE BEARING WALL SCHEDULE ON SHEET SN FOR REQUIREMENTS. Lu INDICATES BEARING WALL SEE BEARING C O w � 0 WOOD BEARING SCHEDULE ON SN O Q MASONRY WALL TOP @ 8'-0" ��� AN # /ORIENTATION D Q-- - -- - - 7 1402 BLK 1 SERIES NAME: D D Aw DIAMOND D 0 D 0 � X� 0, ° � . PLAN NAME: 3811449 LAST REVISION LINTEL PLAN B A� �' r "� � ��� � �.�� �y x, 2.01 SHEET# SCALE: 1 /4" = V-0"'T 22x34 SCALE: 1 /8" = V-0" a@ 11 x17 SEE PLAN FOR TOP OF WALL AND LINTEL INFO ° 4 a 4 " ° a q PRECAST LINTEL RECESSED LINTEL 4 AS NEEDED FOR TRANSOM HEIGHT 4 TRANSOM OPENING ° d <a a / \ FRAME INFILL, BY BUILDER, SEE ° d ° a WF0112 FOR MORE d ° INFORMATION ° PRECAST RECESS LINTEL, OR ° BUILDER OPTION BELOW 4 ° d ° d q 4 d OPTION: IN LIEU OF PRECAST LINTEL G.C. MAY USE a 2-2x8 HEADER TURNED SIDEWAYS. ATTACH FIRST PLY OF 2x8 TO MASONRY WALL w/ HU26 HANGER @ EA. END USING 4-Y4" O x 0/4" TAPCON'S INTO ° MASONRY & 2-1Odx1Y2" NAILS INTO HEADER. THEN APPLY THE SECOND 2x8 PLY TO THE FIRST w/ 10d@6" ° V.l... J IHUUGI'SCU OPENING, SEE PLAN 2x8 LEDGER #2 SYP (P.T. IF MAS.) w/ (3) 16d NAILS TO STUD OR (2) 1/4"x3 1/2" TITENS TO MASONRY @ 16" O.C. 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. wl SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE - 8" CMU WALL OR- 2x4 #2 SYP STUDS @ 16" O.C. 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. NOTCH STINGERS 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 FOR BEARING ON STANDARD (3) 2x12 (2) 2x12 HDR. STRINGERS W/ SIMPSON A34 FLOOR CLIP @ LANDING (USE (2) SHEATHING SIMPSON A34 CLIPS EA. END (2) 2x HDR. w/ S (3) 2x STUDS AT EA. END FOR BEARING CONNECTION (USE SIMPSON HUC212 FASTENED TO (3) 2x STUDS FOR HANGER CONNECTION) (ALIGN W/ BOTTOM OF LOWER STRINGERS) STANDARD (3) 2x12 STRINGERS W/ SIMPSON A35 CLIP AT LANDING (USE (2) SIMPSON A35 CLIPS FOR CENTER STRINGER) R302.7: UNDER STAIR PROTECTION ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR ACCESS PANEL SHALL HAVE WALLS UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD TYP. LANDING FRAMING SECTION MIN.(1) 2X STUD @ TOP OF SIDE STRINGER (TYP.) (1) 2X12 #2 SYP SIDE STRINGER EA, SIDE OF STAIR (P.T. IF CMU WALL) - FASTEN TO EA. STUD WI (3) 16d NAILS (MIN. (3) STUDS) OR TO CMU W/ (2) %"XV2," 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'-0" WIDE STAIR) - FASTEN MID -STRINGERS) TO BEAM W/ (2) SIMPSON A35 CLIPS OR SIMPSON LSSU210/USP LSSH21 0 HANGER (2) 2X12 #2 SYP BEAM REQ'D @ END OF LANDING FOR STRINGER CONNECTION - BEAR BEAM DIRECTLY ON (3) 2x STUDS OR FASTEN BEAM TO LEDGER W/ (2) SIMPSON HUC212-2/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 FOR CENTER STRINGER) INSTALL 2x BLOCK EA. SIDE @ CENTER STRINGER CONNECTION STANDARD (3) 2xl2 #2 SYP STRINGER - SEE GENERAL STAIR FRAMING INFO. 2x FRAMED WALL - LOCATED AS PER — ARCH. DWG'S. DEPTH OF LANDING 9'-0" MAX LANDING LENGTH 15' -0" MAX STRINGER LENGTH TYP. LANDING FRAMING PLAN 0 Z 0 g LL 0 77ST�AtNaDA�RD�(3) ENGINEERED TRUSS - SLIGHTLY AS REQ'D. STAIR FRAMING OCKING @ EA. NGER CONNECTION l2 STRINGERS 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 w/ 1/4"X31/2" TAPCONS @ 16" O.C. VAPOR BARRIER BETWEEN Z. 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) SD02 GENERAL STAIR SECTIONS & PLAN SCALE: 3/4" = 1'-0" @ 22x34 SCALE: 3/8" = V-0" @ 11x17 36" MIN. LAP 25" MIN. LAP � � 20" MIN. LAP _ F #5 REINF. BAR w/ 1''" #5 REINFORCEMENT BAR L #3 OR #4 REINFORCEMENT BAR RADIUS @ 900 BEND ` #6 REINFORCEMENT BAR 1 #6 LAP SPLICE #5 LAP SPLICE #3_.& #4 LAP SPLICE I= _— 101, TYP. REBAR SPLICE_ SCALE: 3/4" = 1'-0"@ 22x34 #5 STD. 90' HOOK SCALE: 3/8" = V-0" @ 11xl7 FILLED CELL w/ 145 o VERTICAL EA. CELL 0 = LINTEL, SEE PLAN PRECAST LINTEL, RECESSED o 0 - ?,6'O.S.B. EA. SIDE F LINTEL WHEN REQ'D ° 5%2' DIA. x 8" "J" BOLT, 2x BLK'G TO O.S.B. NOTE: MAY CUT BACK 2x8 P.T @ MIN. 5 LOCATIONS N M w/2-8d EA. END TOP TO ALLOW CONT. 2x4 CONT. WD TRIM EDGE VIEW BLOCKING AROUND CURVED w/ 2 _ o TAPCON ANCHOR TO 2x8 MIN. 2x6 P.T. WD JAMB - _ TRACK MOUNTING DETAIL 0 c M Y2'x8" A.B. w/2" WASHERS o �7 MIN. 5 PER JAMB, SET IN 2x8 w/ 2-16d TOE TYP. FILLED CELL w/ 245. MASONRY NAILS EA. END (o WALL, SEE �- �/16" OSB w/6d NAILS @ PLAN 16" O.C. TO SIDE AND 2x6 SYP12 P.T. U , TOP NAILER 2x BUCK, 2x4 SPF CONT. BLOCKING m SEE MS11/L2 ATTACHED TO'/16" OSB w/ OVERHEAD SECTION DOOR -- 2-8d NAIL TRACK w/ %/8"X%" STEEL LAG , OPENING, SEE PLAN BOLTS, MIN 6 PER TRACK TO o co JAMB, w/ WASHER � C� DBL LINTEL TRANSOM F01 MASONRY ARCH FRAMING MS 12 GARAGE DOOR INSTALLATION SCALE: 3!4 SCALE: 3/4" - 1'-0"@ 22x34 SCALE: 3/4" 1' 0" @ 22x34 SCALE. 3/8" = V-0" @ 11x17 SCALE: 3/8" = V-0" @ 11xl7 SCALE: 3/8" = 1'-0" @ 11x17 A O` SPECIFICATIONS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS A 4^wr-4,, OR QUALITY/ LOTTS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-08 8F12-0B 8F16-0B 8F20-OB 8F24-00 8F28-OB 8F32-OB 8F8—lB 8F12-18 8F16-18 BF20-18 8F24-1B 8F28-1B 8F32-1B 2 -10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 17) 8672 10294 1 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(36) 7342(19) 8733(19) 10127(19) 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168(45) 6036(19) 7181(19) 8328(20) 6'-6" (7B") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825 (14) 7 -6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 389E 5681 8467(44) 6472 (15) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(3/) 6390 (4/) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3B) 4754 (45) 11'-4" (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'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1509 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 1 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 3/16" X 3" 12" O.C. 1 2 x 6 3/16" X 3" 12" O.C. 2 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 MS1 MASONRY BUCK INSTALLATION SCALE: 3/4" - 1'-0"@ 22x34 SCALE:3/8 1'-0" 611x17 'SIMPSON SP4 w/ (6) - 1Od x 1 1/2" - SP6 FOR 2"x6" WALLS, SP8 FOR 2"x8" WALLS TYP. BOND BEAM 8" x-' 8" x 16" K.O. LINTEL BLOCK FILL w/3000 P.S.I. CONC. w/l #5 DIA. REBAR (U.N.O. ON PLANS) CMU WALL MONO OR STEM WALL FOUNDATION - (AS PER PLANS) z 00 FINISHED GRADE i SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AW-4all" OR QUALITY/ LOTTS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8—lT 8F12—lT 81`16-1T 8F20—IT 8F24—IT 8F28—lT SF32—IT 8F8-2T 81`12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (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 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 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(1o) 3039(1o) 3508 (9) 727 1166 1634 2102 2571 3039 3508 T-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)1 1694 (8) 1954 (7) 14'-8" (176") PRESTRESSED 239 323 519 (13) 671 (13) 823 (13) 976 (14) 1129(i4) 246 390 655 968 1324 (6) 1625(11) 1874 (i1) 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) 166 261 424 616 831 (8) 1057 (14) 1225 (14) 21'-4" (256") PRESTRESSED 142 198 306 (11) 393 (11) 480 (11) 567 (11) 654 (a) 142 230 369 531 713 (7) 903 (13) 1046 (13) 22'-0" (264") PRESTRESSED 117 112 295 (1o) 378 (11) 461 (1o) 545 (11) 629 (r1) 137 221 354 508 681 (7) 861 (13) 997 (13) 24'-0" (288") PRESTRESSED 124 175 267 (1o) 341 (to)l 416 (lo)l 491 (1o) 566 (1o) 124 200 316 450 600 (7)1 756 (12) 875 (13) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. MASONRY TO WD BIRG WAL SCALE: 3/4" = V-0" @ 22x34 SCALE: 3/8" = V-0" @ 11x17 DOUBLE 2"x TOP PLATE 'SIMPSON SP2 w/ (6) 1Od TO STUD & (6) 10d TO PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. (U.N.O.) 21'x #2 P.T. (AS PER PLANS) w/ 5/8" x 10"'J' BOLTS OR 5B'tx IU' EXPANSION ANCHORS w/ 2" x 3/16" PLATE WASHERS & NUTS @ 24" O.C. VERTICALLY OR (6) 1/4" x 3 1/4" TAPCONS @ 16" O.C. VERTICALLY *SIMPSON SSP w/ (4) 10d x 1 1/2" TO STUD & (3) 10d x 1 1/2" TO PLATE '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 EXPANSION ANCHO 8/ x_ 3/16" PLATE WASHE 80 @ 24" O.C. OR (6) 1/4" x 3 1/4" TAPCONS @ 16" O.C. 11=11��ICcI� CENTURY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 °ti€6i4Fit,._ ���I�m �g t� •`,�[y.-Ism 0 Z. w�oG��g o'o91u��' z'y 1' " H 2 I;y6 Quo = T.0 �m3� - u00 00 N NN c0 J Q) 00Z u 00 Lo C J � W ''a C r� v N wa W IJ L- 0 Z O z s 5 < o p „ 0 La U) M N ZN Q � O U U J ❑ ❑ W W W.FDSENG.COM LOT 21 BLK 80 LAKEWOOD PARK 7409 BELLAIR AVE. FT. PIERCE, FL 34951 41: U J F�- Z Lu m p 0 LAN # / ORIENTATION 1402 BLK PLAN NAME: I 3811449 LAST REVISION 2.01 SHEET# L2 FOUNDATION SCHEDULE BEARING WOOD WALL SCHEDULE HEADER SCHEDULE SIMPSON - CONNECTOR SCHEDULE (2)- 2x TOP PLATE BEYi�ND 15/32" OSB EXPOSURE 1 MARK TYPE CONNECTOR & FASTENERS SPF SYP g SHEATHING FRAME TO HETA16 w/ (9)10d x 1 1/2" OR O MASONRY HETA20 w/ (9)10d x 1 1/2" 1775 1810 FRAMEFRAME O H2.5A w/ 1 F OB { 0)8d NAILS 535 565 SOLID 2x BLOCKING FRAME TO H10A w/(18)10d x 1 1/2" 1015 1040 O FRAME H10A-2 w/(18)10d x 1 1/2" AT 2 PLY TRUSSES 930 1080 @ALL SHEATHING EDGES (II�� i�ICll C E" N T U RY$. MARK SIZE DEPTH REINFORCING MARK STUD SPACING CONNECTION &FASTENERS LUMBER SPECIES FT UPLIFT CAP. MARK HEADER SIZE HEADER NOTES TO P BOTTOM F1.5 V-6" x V-6" 1'-0" 2 #5 E.W. BOT. [BW1 16" (2)16d TOENAILS (3)12d TOENAILS OR (2)12d END OR BOX NAILED #2 SPF NO UPLIFT H1 (2) 2x6 #2 SPF 1. wtYZ" FLITCH PLATE VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN. IF ON 2ND FLOOR 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 (2) 2x8 #2 SYP w/ /z FLITCH PLATE BW3 16" (2) SP2 w! (6)10d NAILS (2) SP1 w/ 6-10d w/ ANCHOR BOLT #2 SPF 804 - F2.5 2'-6" x 2'-6" 1'-0" 3 #5 E.W. SOT. H3 (2) 2x10 #2 SYP w/Y2' FLITCH PLATE SEE PLAN FOR CONN. 3. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/SN. 4. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 5. FASTEN HEADERS TO KING STUDS w/ 3-12d TOENAILS PER SIDE w/ LSTA30 @ EA. END OF HEADER CONNECTING HEADER TO JACK STUD 6. FASTEN HEADERS TOGETHER w/ 2-ROWS OF 12d@12" O.C. EA SIDE 7. HEADER SIZES SHOWN ON PLAN ARE MINIMUM REQUIRED. THE CONTRACTOR SHALL HAVE THE OPTION TO ADD PLIES OR INCREASE THE DEPTH OF THE HEADER IN ORDER TO PAD OUT FOR ACTUAL WALL THICKNESS. O FRAME TO MTS12 w/(14)10d x 1 1/2" (AT EXTERIOR 850 990 (SEE SECTION X-X) 'I FRAME LOCATION INCLUDE (3) 12d TOENAILS) 15/32" OSB FRAME TO MGT w/(22)10d NAILS AND 5/8" A.T.R. w/ 12" EXPOSURE 1 C D O 3330 3965 MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY SHEATHING FRAME TO HTS20 w/(24)10d x 1 1/2" (AT EXTERIOR OPENING OF 1125 1310 FRAME LOCATION INCLUDE (3)12d TOENAILS FRAME TO (2) HTS20 w/(48)10d x 1 1/2" (AT EXTERIOR 2250 2620 X [:: FRAME LOCATION INCLUDE (6)12d TOENAILS C HGT-2 w/ (16)10d NAILS AND (2) 5/8" A.T.R. FRAME TO O MASONRY `^'/ 12" EMBEDMENT w/ SIMPSON "SET" 6485 10345 x EPDXY (HGT-3 FOR 3-PLY) E - LL FRAME TO FGTR w/ (18) 1/4" x 3" SDS WOOD SCREWS -�' UJI O U) OH 3400 4725 2x STUDS BEYOND. MASONRY AND (2) 1/2" x 5" TITEN HD ANCHOR BOLTS SEE PLAN u O FRAME TO (2) LGT2 w/ (32) 16d SINKERS & (14) PROVIDE BLOCKING n LL � 3500-M 4060-M AS REQUIRED PER O O J2 MASONRY/ 1/4"x21/4"TITEN(2PLYTRUSS) 3240-F 3770-f SECTION c~nw00� FRAME OR (28) 16d SINKERS FOR FRAME (EA) N Lu 2 O FULL HEIGHT SHEET FRAME TO (2) LGT3 w/ (24) 114" x 3"SDS SCREWS O FLOOR SYSTEM �`z J3 MASONRY / & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 4730-M 6570-M O FRAME OR (52) 16d SINKERS FOR FRAME (EA) 5010-F 6960-F 2x4 P.T. BASE PLATE BEYOND SEE BEAM TO HU410 OPT HUC410 w/ (18) 16d & (10) 10d G#2680 A PLAN O BEAM NAILS U#1895 2x RIBBON OR BLOCKING O BEAM TO HU410 OPT HUC410 w/ (18) TITEN G#4500 BETWEEN FLOOR SYSTEM L MASONRY 1/4" x2 3/4" & (10) 10d NAILS U#1800 BEAM TO HU46 OPT HUC46 w/ (6) 10d NAILS & G#1785 G#3000 VERTICAL HORIZONTAL_ LZ MASONRY / (12) 1/4" x 2 3/4" TITEN (TO MAS.) U#1135 U#1135 n AT ALL PANEL BLOCKING FRAME OR (12) 16d & (6) 10d (FOR FRAME) SYP-F SYP-M WALL ELEVATION DIAGRAM RAM10 - - -- - - LOCATIONS SHALL BE MIN 2 X 4 2 HETA16 OPT 2 HETA20 #2 SPF TURNED VERTICAL W/ FRAME TO {) () 2035 1920 O 1-PLY w/ (10) 10d x 1 1!2" OR _ 7/16" FLITCH PLATE TO W/ (2) 12d MASONRY 2500 2365 2-PLY w/ (12) 16d TOENAILS EA. END. NAIL FLITCH "S" NAIL 3/8" HTSM16 w/ (8)10d NAILS AND (4) 1/4"x2 1/4" 3/8" PLATE TO VERTICAL W/ (4) 8d TAPCONS 955 1110 SPACING NAILS FRAME TO OR O MASONRY HTSM20 w/ (10)10d NAILS AND (4) 1/4"x2 1/4" 955 1110 TAPCONS 3/4, 1/2" 1/2" P FRAME TO H10S w/ (8) 8d x1 1/2" NAILS AND (2) 3/8"x4" 780 910 (2) 8d NAILS @ 3" O.C. O MASONRY TITEN HD 111 STAGGERED FOR SHEATHING DTT2Z w/ (8) 1/4" x1 1/2" SDS WOOD o 0 0 0 ° o ° -- FRAME TO ® SCREWS AND (1) 1/2"0 A.T.R. EPDXIED w/ 1835 2145 1/2" VERTICAL BLOCKING MASONRY SIMPSON "SET" (SEE NOTE #4) - HTT5 w/ (26) 10d x 1 1/2" NAILS AND (1) 5/8" 0 FRAME TO SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X O 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"� FRAME TO ( ) A.T.R. EPDXIED w/ SIMPSON "SET" 3640 4235 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, O MASONRY SEE NOTE #4 BELOW ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ( ) i FRAME TO ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM /$ OT H10S w/ (24) 10d x1 1/2" NAILS 770 910 FRAME SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END FRAME TO HM9KT w/ (4) 1/4"xi 112" SDS WOOD JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT U MASONRY SCREWS & (5) 1/4"x2 1/4" TAPCONS 760 760 PENETRATE SURFACE MORE THAN VGT w/ (16) 1/4"x3" SDS WOOD SCREWS & O FRAME TO (1) 518"0 A.T.R. EPDXIED W/ SIMPSON "SET" 3555 4940 MASONRY w/ 12" MIN. EMBEDMENT O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. FRAME (2) VGT w/ (32) 1/4"x3" SIDS WOOD SCREWS O MASONRYY & (2) 5/8" 0 A.T.R. EPDXIED w/ SIMPSON 5170 7185 © NAIL AT TOP PLATE TWO ROWS @ 4'" O.C. w/ 8d COMMON NAIL "SET w/ 12" MIN. EMBEDMENT © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. VGT wl (16) 1/4"x3" SDS WOOD SCREWS & FRAME TO OX HDU4-SDS2.5 w/ (10) 1/4"x2 1/2" SDS WOOD 3285 4565 O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL,. FRAME SCREWS & {1) 5/8"� A.T.R. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O FRAME TO (2) HTT5 w/ (52) 16d"x2 1/2" NAILS & Y FRAME (2) 5/8" 0 A.T.R. (SEE NOTE #4) 8750 10180 w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d GENERAL CONNECTOR_ NOTES:_ F 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. BEAMS w/ 2 12d TOENAILS. O © G 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL MEMBER IF 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.OON PLAN. GABLE END. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2". FOR CONNECTOR CALL OUT. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #2 2"x4" TO TRUSS 1/8„ SURFACE MORE THAN,$ 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). O MINIMAL CONNECTOR LINO ON FRAMING PLAN (T!3�13 WALL SHEATHING INSTALL & NAILING SCHEDULE 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ SCALE: N.T.S. REV. FBC 7TH ED. 2020 LINTELS/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 MODE 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 VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS SUIT GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 F3.0 3' 0" x 3'-0" 1'-0" 4 #5 E.W. BOT. FEW 16" (2)16d TOENAILS (3)12d TOENAILS OR (2)12d END OR BOX NAILED #2 SPF NO UPLIFT H4 (2) 2x12 #2 SYP 1 „ w!/z FLITCH PLATE F3.5 3'-6" x 3'-6" 1'-0" 4 #5 E.W. BOT. BW5 16" SP2 w! (6)10d NAILS (1) SP1 w! 6-10d w/ ANCHOR BOLT #2 SPF 402 H5 a � (2) - 1 /4' x 11 /4" LVL 2.0E Fb=2600 PSI F4.0 4-4- x 4'-0" 1'-0" 5 #5 E.W. BOT. W1H, LLC,k i®3®' <' rs BW6 16" (2) SP2 w/ (6)10d NAILS (2) SP1 w/ 6-10d w/ANCHOR BOLT #2 SPF 804 H6 a (2) 1 /a" x 9 74" LVL 2.0E Fb=2600 PSI i, F4.5 4'-6" x 4'-6" 1' 4" 5 #5 E.W. BOT. 7 12" (2)16d TOENAILS (3)12d TOENAILS OR (2)12d END OR BOX NAILED #2 SPF NO UPLIFT H7 (3) 2x10 #2 SYP w/ 1" FLITCH PLATE i=o - oa o r. V, ' • � N T O t Q � N �< ,�iOOfZ ¢�O. ��• aLLyS� oU� O W W W411 Qk < ,� yY¢ , ~�� •• �2 = o �)`•' r','4s w" `�'^s'k ^�°�� <w w�`s���wa ` � �g ~ W Boa« F5.0 5'-0" x 5'-0" 1'-4" 6 #5 E.W. BOT. frBWB L.� 12„ SP2 w! (6)10d NAILS (1)SP1w/6-10d w/ ANCHOR BOLT #2 SPF 535 HEADER SUPPORT REQUIREMENTS GENERAL FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. 4" 2500 PSI CQNC. SLAB WITH W1.4xW1.4 OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3. GC/ BUILDER, SEE ARCH PLANS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ'D FOR DOOR(WINDOW INSTALLATION ALONG w/ DIMENSIONS NOT SHOWN ON FOUNDATION 4. CONSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5. NO WOOD STAKES PERMITTED IN FOUNDATION. 6. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18/D1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS, IF REQUIRED. 7. STEEL BENDS AND LAP SPLICE SEE FM18/D1 AND FM19/D1 8. ALL EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 9. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS ON THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, ° COMPACTED IN 12" LIFTS TO AT LEAST 95 /° OF MAX. DRY DENSITY AS DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR). 10, R.403.1.4 MINIMUM DEPTH: EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES (305mm) BELOW THE FINISHED GRADE OF GROUND SURFACE. OPENING 2x4 WALL 2x6 OR 2x8 WALL - BW9 �� 12" (2) SP2 w! (6)10d NAILS (2) SP1 w/ 6-10d w/ ANCHOR BOLT #2 SPF 1070 SIZE JACKS EA END KINGS EA END JACKS EA END KINGS EA END - 1' 0" - 3'-11" (1) (2) (1) (2) BW1p 12 (2)16d TOENAILS (3)12d TOENAILS OR (2)12d END D BOX NAILED #2 SPF NO UPLIFT 4'-0" - 8' 11" (2) (3) 2 () 2 () 9'-0" - 16'-0" (3) (4) (3) (4) BW11 12 SP2 w/ (6)10d NAILS (1) SP1 w/ 6-10d w/ANCHOR BOLT #2 SPF 535 2x CRIPPLE STUDS @ 16" O.C. W/ (1) SIMPSON SP2 CONNECTOR @TOP AND BOTTOM. -PROVIDE (3) 2x CRIPPLE STUDS BELOW ANY GIRDER TRUSS BEARING OVER HEADER. CONNECT G.T. TO STUD W/ (2) SIMPSON HTS20 STRAPS AND CONNECT BOTTOM OF STUD TO HEADER W/ (2) SIMPSON HTS20 STRAPS, U.N.O. (IF STUD IS LESS THAN 10" TALL THEN USE SIMPSON CS18 INSTALLED FROM BOTTOM OF HEADER, UP STUD, OVER TOP PLATE & BACK DOWN OTHER SIDE OF WALL TO BOTTOM OF HEADER - 2x DOUBLE FASTEN STRAP W/ (2) 10d NAILS @ 3° O.C) TOP PLATE HEADER, PER PLAN UP -SET FASTEN HEADER HEADER TOGETHER w/ (oPT.) 2-ROWS OF 12d HEADER, PER @12" O.C. EA SIDE DOWN -SET PLAN HEADER (OPT.) SIMPSON LSTA30 EA. SIMPSON LSTA30 EA. END OF HEADER o END OF HEADER (CENTER @ BOTTOM OF (CENTER @ BOTTOM OF HEADER HEADER WRAP OVER7 o ) ) - TOP PL. AS REQ'D. KING STUD, SEE - CHART ABOVE SIMPSON SP4Wl (6) 10d WINDOW DOOR JACK STUD, SEE OPENING, OPENING, NAILS @ 24" O.C. CHART ABOVE SEE ARCH SEE ARCH CONNECT GIRDER TRUSS DIRECTLY TO HEADER W/ (2} SIMPSON BASE CONNECTION HTS20, U.N.O. PER PLAN AND SILL PLATE, SEE BEARING WALL NOTE 1 SCHEDULE, THIS PAGE NOTES: 1. OPENINGS GREATER THAN 4'-0" PROVIDE 2-2x SILL PLATE w/ A35 CLIPS EA SIDE 2. BASE CONNECTION PER BEARING WALL SCHEDULE, U.O.N. ON PLAN. 3. NO TOP PLATE SPLICES SHALL O(;CUR OVER OR WITHIN 2-FT. OF HEADER. FRAMING, TYP HD SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 3/8" = V-0" @ 11 x17 ' M r f o M CO N 00 NLo 0 o 't ® V) ` I ° 8 J Lu ^ ° L` n 4 71 ii � J � L Z � Z m c °' � 0 a 2 m o Q o le m g T' a IL � � .� N � a J z N r� y= v J � O U � � www.FDsatvG.coM LB=2 12 (2) SP2 w/ (6)10d NAILS (2) SP1 w/ 6-10d w/ANCHOR BOLT #2 SPF 1070 x HEADER, SEE PLAN FOR SIZE CONNECTOR TOP AND BOTTOM PER & LOCATION, SEE HD/SN FOR SCHEDULE ABOVE MORE INFORMATION 2x TOP PLATE SEE, WF17/SN T/ WALL 7 FOR ADDITIONAL INFO SEE PLAN MASONRY WALL 7 2x MID -SPAN BLOCKING w2-12d TOENAIL EA. SW= SHEARWALL @ DESIGNATED ON PLAN END ONLY FOR WALLS 7i TALLER THAN 8'-0" AND REQUIRES MIN /i6 OSB PLYWOOD w/8d INT. BEARING WALL NAILS @ 4" O.C. IN ATTACHED TO EXT. FIELD AND EDGE TO BEARING WALL, SEE ONE SIDE OF WALL. MS03/L2 FOR CONNECTION INFO. ALL SECOND FLOOR 2x STUD WALLS w/ SHEATHING ATTACHED 2x STUDS w/ NO UPLIFT, PER TB131SN ACTS AS SEE CHART ABOVE FOR SHEARWALLS - O.C. SPACING AND PLAN FOR LOCATION AND WALL SIZE (2x4 UNO) ANCHOR BOLT: YZ' A.B. R A T R. OR TITEN HD w/ SIMPSON SET @ OR ATTACH STUDS T&B w/ 32"2-GUN NAILS o.C. w/ EMBEDMENT OF 7" MIN (IF @ STEP, 7" MIN PAST LOWER SLAB. ONLY IF INDICATED BRG WD WALL c,CHEDULE, SEE PLAN FOR BEARING SEE FOUNDATION FOR WALL LOCATION FOOTING TYPE & SIZE �, n I BEARING WALL DESIGN V V SCALE: 3/4" = V-0" @ 22x34 SCALE: 3/8" = V-0" @ 11x17 LOT 21 BLK 80 LAKEWOOD PARK 7409 BELLAIR AVE. FT. PIERCE, FL 34951 COLUMN SCHEDULE MARK COLUMN SIZE FIRST FLOOR BASE CONNECTIONS, SEE PLAN FOR SECOND FLOOR CONNECTIONS UPLIFT(Ib) C1 (3) 2x #2 SPF (4)12d TOENAILS NO UPLIFT CZ (3) 2x #2 SPF DTT2Z W/ )z' ATR & (8) Y4" X 1 YZ'OPENING SDS SCREWS 1800 C3 (3) 2x #2 SYP (4)12d TOENAILS NO UPLIFT BEAM SCHEDULE GENERAL BEARING WALL NOTES: 1. ALL STRUCTURAL LUMBER DESIGNATED AS SYP SHALL BE SYP #2 AND ALL STRUCTURAL LUMBER DESIGNATED AS SPF SHALL BE SPF #2 U.N.O. 2. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 3. CONTACT E.O.R. IF SP4'S, SP6'S OR SP8'S CONNECTORS ARE SUBSTITUTED, TO VERIFY STRUCTURAL REQUIREMENTS. 4. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEE WF06/D3 AND FB06/D3 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 5. ALL TOP PLATES AND SILL PLATES SHALL BE THE SAME SPECIES AS THE WOOD STUDS. C4 (3) 2x #2 SYP DTT2Z w/ %" ATR & (8) Ya" x 1Y2' SDS SCREWS 1825 MARK BEAM SIZE SIMPSON -CONNECTIONS USP -CONNECTIONS gM1 (2) 2x8 #2 SYP w/ 7i1s' OSB FLITCH PLATE WOOD POST (2) HTS20 CMU-COLUMN 2 HETA16 U.N.O.UNOON FRAMING PLAN FASTEN BEAM PLY'S: 2- ROWS OF 12d @ 12" O.C. EACH SIDE, TYPICAL WOOD POST (2) HTS20 CMU COLUMN (2) HETA16 U.N.O. ON FRAMING PLAN FASTEN BEAM PLY'S: 2- ROWS OF 12d @ 12" O.C. EACH SIDE, TYPICAL C5 4x4 P.T.#2 SYP POST ABU44 w/ 5/8" ATR & (12)16d NAILS FIRST/SECOND FLOOR CONN. G = 7570 U = 1900 BM2 (2) Zx10 #2 SYP w/ �/6" OSB FLITCH PLATE. C6 6x6 P.T. #2 SYP POST ABU66 w/ %" ATR & (12)16d NAILS FIRST/SECOND FLOOR CONN. G = 18205 U = 2475 C7 8x8 P.T. #2 SYP POST ABU88 w/(2)5/$'ATR & (18)16d FIRST/SECOND FLOOR CONN. G = 23140 U = 2570 BM3 (2) 2x 12 #2 SYP w/ 7 FLITCH /s' PLATE. PLATE. C8 3.5" x 3.5" P.L. 1.8E Fb=2400 PSI (WOLIWOOD IF EXT.) HDU5-SDS2.5 w/ 5/" ATR AND (14) Y4'x2Y2" SDS WOOD SCREWS 5645 BM4 (2) 1 %4'"x11 Y4' LVL 2.0E Fb=2600 PSI POST (2) HTS20 CMU COLUMN (2) HETA16 U.N.O. ON FRAMING PLAN FASTEN BEAM PLY'S: _ . - 2- ROWS OF Ya"x3Y2' SDS WD SCREWS @ 16" O.0 TYP. EA. SIDE WOOD POST (2) HTS20 CMU COLUMN (2) HETA16 U.N.O. ON FRAMING PLAN FASTEN BEAM PLY'S: ___ __ __ _ 2- ROWS OF %a"x3%" SDS WD SCREWS 16" O.0 @ TYP. EA. SIDE 2x4 SPF#2 w/ 2-12d NAILS @ 24" O.C. @ PARALLEL TRUSS CONDITION ROOF TRUSS to-2.0E %a"MIN. SPACE SIMPSON DTC w/4-8d NAILS TO TOP PLATE AND 2-8d NAILS @ SLOT @ 4'-0" O.C. MAX 2x STUDS @ 24" O.C. MAX C9 3.5" x 5.25" P.L. 1.8E 3.5" xNI.2 Fb=2400 PSI (WOLMANIZED IF EXT.) a �� HDU5-SDS2.5 w! / ATR AND 14 Y4"x2 Y2" SDS WOOD SCREWS ( ) 5645 BM5 � 3 (2) 1 /a''x9Ya" LVL Fb=2600 PSI C10 3.5" x 7" P.L. 1.8E Fb=2400 PSI (WOLMANIZED IF EXT.) HDU8-SDS2.5 w! 7/$" ATR AND (20) Y4'x2Yz" SDS WOOD SCREWS 7870 BM6 (2) 1 3/4'x16" LVL 2.0E Fb=2600 PSI C11 5.25" x 5.25" P.L. 1.8E Fb=2400 PSI (WOLMANIZED IF EXT.) HDU8-SDS2.5 w/ �/ " ATR AND � „ $ (20) Y4'X2 /z SDS WOOD SCREWS 7870 GENERAL COLUMN NOTES: 1. ALL STRUCTURAL LUMBER TO BE SYP#2 OR SPF#2 LINO ON PLAN. 2. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR. 6" BM7 (3) 2x10 #2 SYP w/ 1" FLITCH PLATE FASTEN BEAM PLY'S: 2 ROWS OF 12d @ 12" O.C. EACH SIDE, -TYPICAL FASTEN 2- ROWS OF 12d @ 12" O.C. EACH SIDE, TYPICAL EMBEDMENT FOR 5/8" ATR. 8" EMBEDMENT FOR 7/8" ATR. 3. P.L. COL. TO BRG DIRECTLY ON FOUNDATION. CUT BASE PLATE AS REQ'D. G.C. TO PROVIDE MOISTURE BARRIER 4. IF COL. IS CALLED OUT ON 2ND FLOOR, THE BASE CONNECTION IS NOT REQ'D. SEE PLANS FOR BASE CONNECTION 5. VALUES HAVE BEEN REDUCED FOR NARROW FACE APPLICATION. CONNECTIONS SHALL BE INSTALLED ON NARROW OR WIDE FACE PER SIMPSON TC-SCLCLM 2x PT BOTTOM PLATE a A NON-BRG INTERIOR WALL WF 1 $ SCALE: 3/4" = V-0"@ 22x34 SCALE: 3/8" = V-0" @ 11x17 w/ (2) 12d TOENAIL CONS. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT INSTALL MIN. 25" LAP OB MINIMAL CONNECTOR LINO ON FRAMING PLAN SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM UPLIFT GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING O CONNECTOR FLUSH WITH STANDARD 90 C MINIMAL CONNECTOR LINO ON FRAMING PLAN TYPICAL TOP OF WALL DEGREE HOOK TYP. CONT. BOND BEAM 8" x C x 1 L K.O. LINTEL 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD (SEE PLAN) BLOCK FILL w/ 5 DI PSI WALLS AND/OR BEAMS GROUT w/ (1) #5 DIA. REBAR O J • • BM8 3 1 (3) 1 Fb= /4' LVL 2.0E Fb=2600 PSI x/ Y4" FLITCH PLATE FASTEN BEAM PLY'S: {�„ , 2- ROWS OF ;a x3/2' SDS WD SCREWS @ 16" O.0 TYP. EA. SIDE FASTEN BEAM PLY'S: 1n� 1��� 2- ROWS OF a x3r2 SDS WD SCREWS @ 16" O.0 TYP. EA. SIDE _ GENERAL BEAM NOTES: 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF 13EAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. PROVIDE SCREEN WHEN BLOCK BELOW IS NOT HOOK LINTEL UPLIFT CONNECTOR REQUIRED TO BE FILLED. REINFORCING n CL TYPICAL SEE PLAN Z W INTO SIDE N in a CL U STANDARD 90 z N a VERTICALS a w � DEGREE HOOK (TYP.) PROVIDE 3"x3" HOLE GROUT TO BE Z w O FLUSH WITH 10" g Q IL IN BOTTOM OF _--TYP. BOND BEAM TOP OF WALL HOOK PRECAST LINTEL TO TYP. 8" x 8" x 16" K.O. EXTEND WALL REINF. LINTEL BLOCK THROUGH AS REQ'D. - FILL w/ 3000 psi PROVIDE STD. (DO NOT CUT STEEL) PRECAST "U" LINTEL(S) FILLED CONC. w/ (1) #5 90' HOOK W/ MIN. REBAR BOTH SIDES REBAR BOTH SIDES REBAR BOTH SIDES OLID W/ 3000 PSI GROUT (SEE DIA. REBAR 25" LAP SPLICE LINTS & LAN FOR REINFORCEMENT) OF OPENING U.N.O. STD. 90 DEGREE ON EA. END OF OPENING RU U.N.O. J7�01` OPENING U.N.O. CORNER FILLED w/ 3000 psi INDICATES GROUT w/ (1) #5 PROVIDE l FILLED CELL DIA. REBAR KNOCK -OUT BEAM w/ 1 #5 PROVIDE KNOCK -OUT INDICATES FROM FTG. TO BLOCK FOR FIRST ( ) COMPLETE CMU BAR BLOCK FOR FIRST FILLED CELL COURSE BELOW COMPLETE CMU COURSE FROM FTG. TO SILL & FILL SOLID BELOW SILL &FILL SOLID BEAM w/ (1) #5 W/ (1> #5 BAR W/ (O #5 BAR FOR ALL BAR -- ---- 8" x 8" x 16" WINDOW OPENINGS T-8" � CMU U.N.O. AND LARGER 8" x 8" x 16" _ CMU U.N.O. 25" MIN TYP. DOWEL (AC 530)LAP TYP. DOWEL 25" MIN LAP (ACI530) SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN -, FOOTING REQUIREMENTS FOR LOCA' _'N SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FOR LOCATION FOOTING REQUIREMENTS BLOCK WALL REINFORCEMENT MS24 SHEAR FRAME aC� SINGLE OR MULTIPLE WINDOWS M SO SCALE: 1/2" = -0 "@ 22x34 SCALE: 1/2" = -0 "@ 22x34 SCALE: 1/4" = 1'-0" @ 11x17 SCALE: 1!4" = 1'-0" @ 11 x1 7 Z w m O O Q 2x TOP PLATE WITH 2-ROWS • � OF 12d @ 3" O.C., TYPICAL 2x4 STUDS, .• PER PLAN � TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUD AT ALL EXTERIOR CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ 4-16d NAILS (2 ON EA SIDE) 2x8 STUDS, PER PLAN (SIM w/2x6 STUDS) DOUBLE 2x8 PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK TOP PLATE OUT TOP PLATE ATTACH w/ 2-ROWS OF 12d @ 3" O.C. (SOLID BLOCK w/ 2x6) TOP PLATE TRANSITION 2x TOP PLATE WITH - OF 12d 3" O.C., TYPICAL @ PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN TOP PLATE SPLICE 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Zw/12-16d NAILS 8" �7N 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 OVER STUD TOP PLATE SPLICE W F 1 7 SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 3/8" = V-0" @ 11x17 w m oo °O � 1" 1 2 1r 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 ( ) ) i „ 4-2x_ LAMINATION PROVIDE ;4 Ox5/2' 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 F37 SCALE: 3/4" = V-0"@ 22x34 SCALE: 3/8" = V-0" @ 11x17 HEADER, SEE PLAN FOR SF E HD/SN FOR ADDITIONAL HEADER LOCATION AND SIZE INFORMATION - 7 - o s.B. - EACH SIDE 2x BLOCKING TO O.S.B. w/ VV ��� Vo8 2-8d EA. END EDGE VIEW HEADER, SEE PLAN FOR LOCATION AND SIZE � , 3 16d COMMON =; NAILS, TYP 2x8 w/ 2-16d TOE NAILS EA. END 7 /s" OSB w/6d NAILS 16' O.C. @ TO SIDE AND TOP NAILER--- 2x w/ 2 16r1 TOE NAILS EA. END 2x4 SPF CO NT. BLOCKING ATTACHED TO 7/s" OSB w/ 2-8d NAIL OPENING FRAMING, SEE T-C)" MAX OPENING HDlSN FOR ADDITIONAL - INFORMATION WOOD FRAMED ARCH F02 SCALE: 3/4" = V-0"@ 22x34 SCALE: 318" = V-0" @ 11x17 LAN # / ORIENTATION 1 ��%% 1�OL BLK SERIES NAME. DIAMOND PLAN NAME: 3811449 LAST REVISION 2.01 SHEET # SN GRADE (SLOPED PROVIDE 13" WIDE RECESS @ , AWAY FROM BLDG.) GARAGE DOOR. EXTEND 6" II;I III CURB FOR MAS. @ � w � w_ BEYOND F.O.M. EACH END, TYP. cn FRONT WALL w CENTURY GRADE (SLOPED SLAB REINF. 8., ELEV. 0'-0" W/ (1) GRADE (SLOPED #5 REBAR CONT. Q SLAB REINF. Q GRADE (SLOPED SLAB REINF. AWAY FROM BLDG.) (SEE PLAN) ALIGN DRIVE w/ BOT. OF RECESS .- OF GARAGE Q AND PITCH TOWARD DRIVEWAY > ( SEE PLAN AWAY FROM BLDG.) > > (SEE PLAN) F.F.E. F.F.E. F.F_E. AWAY FROM BLDG.) F.F.E. F.F.E. ' 4" CONC. AY / " z SLAB REINF. C° -- SLOPE SEE PLAN Z J EXP. JOINTS 10 C. TYP. YP. io • (SEE PLAN) �� ``< -�— SLOPE (SEE PLAN) o? , . '.� ? �� /, 3091 GOVERNORS LAKE DR. SUITE 300 8 zo NORCROSS, GA 30071 / Lo (1)#5CONT. PAVERS r � ` SLAB REINF. PHONE: 336-282-3606 (2) #5 CONT. (2) #5 CONT. (SEE PLAN) WJH,y.e339a��F, (2) #5 CONT. SEE FM01 @ 1 STORY (2)#5 REBAR T ^' �\ J r •�'< ORF-008 @ 2 STORY SEE FM01 @ 1 STORY OR FM08 @ 2 STORY = oafN> �snll ,10 000�-� SINGLE STORY FTGFM08 SECTION GARAGE THICKENED EDGE F M O3 2—STORY FOOTING F M 08 SECTION GARAGE DOORwwaQw F M 09 QLL��zaSa "14 Now. , �o� vas � � k � a ° t • "• F M O SCALE: 3/4" = 1'-0" @ 22x34 3/8" = 1'-0" 11x17 F M O2 SCALE: 3/4" = 1'-0" @ 22x34 SCALE: 3/8" = 1'-0' 11x17 °� SCALE: 3/4" = l'-0" @ 22x34 SCALE: 3/8" = 1'-0" @ 11x1'7 SCALE: 3/4" = 1'-0" @ 22x34 SCALE: 3/8" = 1'-0" @ 11x17 SCALE: 3/4 = 1 -0 @ 22x34 SCALE: 3/8" = 1'-0" @ 11x17 �O w K � o � .,e '' • • • • • • , yy SCALE: @ w yN RECESS SDAB 3 z�oP. CL BRG. WALL CL BRG, WALL PROVIDE R AS RE O DOO Q m3� P. 2x BRG. WALL -SEE PLAN 2x BRG. WALL - SEE PLAN STEP DOWN (SEE PLAN) _ VERIFY RECESS DEPTH & z FOR MORE INFORMATION FOR MORE INFORMATION SLAB REINF. WIDTH w/ MANUF. SPEC'S w w SLAB REINF. 2„ SLAB REINF. STEP DOWN (SEE PLAN) SEE PLAN 8" ( ) — (1) #5 CONT. g I— w w SLAB REINF. U) > (SEE PLAN) GO 00 N J (SEE PLAN) (SEE PLAN) F.F.E. F.F.E. g- ci F.F.E. F.F.E. o �' �, ° z u_ z — ,, - o avM� N W W , SLAB REINF, SEE PLAN 00 - o Z \� V \ �� �� �� ,/,'/✓, �/� �v v' • • ., o rn m¢ a (2) #5 CONT. - (2) #5 CONT. w v�y� - v /v $ . a' a o N _� V-4' @ 4" 1-STORY 4" 1'-8" @ 4" 1-STORY 4" v y ry;` • „% `/ /� y�`��� SEE FM01 @ 1 STORY PAVERS SEE FM01 1 STORY @ �, OR FM08 @ 2 STORY Z Lo "' o ai www.FnssNccoM '� \, 2-STORY 1 �_8 @ ��! �. 77" OR FM08 @ 2 STORY 2-STORY i LOT 21 BLK 80 8., 4' loe LAKEWOOD PARK 7409 BELLAIR AVE. STEP DOWN NON BRG. FT. PIERCE, FL34951 INTERIOR BEARING WALL STEP DOWN B FARING F M 11 FM12 SCALE:3/4"=1'-0"@22x34 SCALE: 3/8' = 1'-0" @ 11xl7 SECTION SHOWER C F M 14 SCALE: 3/4" = 1'-0,, @ 22x34 EXTERIOR BEARING RECESS F M 15 SCALE: 3/4" = 1'-0" @ 22x34 F M 10 @ 22x34 SCALE. 3/4" = 1'-0" @ 22x34 SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0" @ 11x17 SCALE: 3/8" = 1'-0" @ 11x17 SCALE: 3/8" = 1'-0" @ 11x17 SCALE: 3/8" = 1'-0" @ 11x17 ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD %8' SAWCUT x %4 SLAB THICKNESS WHERE BENDING THE BAR WITH MIN. BAR LAP OF 25" SHOWN ON SLAB REINF. FOUNDATION PLAN (SEE PLAN) I a LU O U)i w _ zo z� (2)#5 REBAR w Z n w a #5 CONT. REINF. SEE I " FOUNDATION PLAN FOR QUANTITY }a (2)#5 BENT BARS w/ MIN. w W 25" LAP SPLICE w� U) (2)#5 REBAR 16" #5x25"x25" CORNER CONTINUOUS MI 4. BAR ONE EACH HORIZ. REBAR, TYP. U.N.O. CONTROL JOINT TYP. CORNER BAR DETAIL TYP. STEP' FOOTING DETAIL FM20SCALE: FM 1 "C� SCALE: N.T.S. FM18 SCALE: N.T.S. N.T.S. SLAB REINF. (SEE PLAN) PAVERS TYP. SLOPE GRADE 0 Cow �� ` ` v` `� o � \ r z MIN. DEPTH OF GRADE BM. SHALL BE 8". EXTEND GRADE BM. I' 8" (1) #4 BAR CONT. CENTERED DEEPER AS REQ'D FOR LARGER 2" 0 SCH40 STEEL PIPE W/ GALV. G120 FILLED W/ CONCRETE } � m � • • M� IN FTG. FOR 8" DEEP GRADE 4" PVC SLEEVE GRADE CHANGE AND/OR STEPS. BM. OR #4 @ 10" O.C. FOR _ io "' THRU FOOTING DEEPER GRADE BM. O 0 SEE FIND. PLN. 0 U Q FOR SIZE &REINF. GRADE BEAM PAVER THRESHOLD PIPE PERPENDICULAR TO EXTERIOR FOOTING LAN # / ORIENTATION FM32 SCALE: 3/4"=1'-0" @ 22x34 SCALE: 3/8" = 1'-0" @ 11x17 CONCRETE SLAB PER PLAN 2" 0 SCH40 STEEL PIPE W/ GALV.ol G120 FILLED W/ CONCRETE 14�2 ��� TOP 245's x48" c° SERIES NAME: CENTERED @ PIPE 4" PVC SLEEVE a PENETRATION DIAMOND PLUMBING LINE (( ` • o A4NCHOR BOLTS W/ MIN./MAX. 3" N ° EMBEDMENT PLAN NAME: BASE OF PIPE BOLLARD TO SET IN ° CONCRETE FOOTER 3811449 is • SEE FND. PLN. o a n a a co .Y�x � LAST REVISION FOR SIZE &REIN 8" MIN CONCRETE SLAB PER PLAN 2.01 PIPE PERPENDICULAR TO_INTERIOR FOOTING ELECTRIC WATER HEATER SHEET # -- - - - GAS WATER HEATER FOUNDATION PENETRATIONS TYPICAL 1 BOLLARD DETAIL " 22x34 Dl SCALE: 3/4" - @ F M 23 SCALE: N.T.S. l'- SCALE: 3/8" = 1'-0" @ 11x17 IINIMUM 2x4 CROSS RACING (SEE PLAN OR LOCATION) - 12d PER JOINT CHORD BRACING MIN. v CROSS BRACING, TYP. TB01 SCALE: 3/4" = l'-0" @ 22x34 SCALE: 3/8" = l'-0" @ 11x17 TB03 BLOCKING TO COMPLY w/ APA RECOMMENDATIONS FOR SPAN RATING OF SHEATHING OR USE ALTERNATE TO BLOCKING, PER TB03 THIS PAGE FOR WIND SPEED < 160 MPH ** ALTERNATE SPAN RATED 32/16" IS THE SPAN RATING THE PLYWOOD THICKNESS IS 16/32' IF 1%2' IS USED THEN THE ALTERNATE BLOCK IS NOT REQUIRED AT HIP SECTION NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. *DIAGONAL SPACED AT 20'-0" O.C. MAX. SAME SPACING AS BOTTOM CHORD LATERAL BRACING NAIL OVER X-BRACE AS SHOWN NAILS @ EACH TRUSS WEB INSTALL BLOCKING ATTACH WED FOR NAILING CROSS BRACING TYPICAL TB02 SCALE: N.T.S. 2U-0" MAX 20'-0" MAX T1301 C'f w N\ TB04 '- RIDG .. > ><C1 TOP MAX CHORD BLOCKING FOR I FIRST ITI 2x4 #2 @ 16" (4) SYP O.C. BAYS w BOTTOM CHORD GABLE END BRACING @ J 4'-0" O.C. MAX. FOR FIRST (4) BAYS REQUIRED MIN. PERMANENT TRUSS BRACING PLAN TB05 SCALE: N.T.S. CONV FRAMING ABOVE 2X4 STUDS & PLATES @ 24" O.C. EA DIRECTION TYP. LINO CONV FRAMED RIDGE 2x8 BLOCKING NAILED @ 2x6 SPF#2 VERTICAL SCAB WOOD SHEATHING, FASTENED w/ 4-12d EA SIDE w/ 3-12d WHEN @ 48" O.C. w! 4-12d TOP SEE TB13/SN MIN WHEN NEXT TO REQ'D w/ 2-MTS12'S AND BOT OR H5 OR PRE-ENG TRUSS, SEE HCLR/LL IN PLACE OF 4-12d PRE-ENG SEE PLAN FOF PLAN 2x8 SYP#2 RIDGE BEAM WOOD TRUSS TOP OF BEAM 2x6 SPF#2 RAFTERS @ 24" CD O.C. w/3-10d COMMON El - TOENAILS TO RIDGE BEAM 2X4 SPF#2 COLLAR TIE DB TB EVERY 3RD RAFTER 1313r�jj 2x4 SPF#2 w/2-#7x3Y2' WOOD SCREWS EA TRUSS PRE-ENG. TRUSS OR H5 @ 48" O.C. w/ BEVEL CUT (OPTIONAL) CONT. ROOF SHEATHING ATTACHED PER SEE SECTION B-B 2x DBL TOP PLATE TB13/SN ABOVE CONY. FRAMED AREAS TRUSS BRACING/BLOCKING NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE TRUSSES ARE ERECTED. INSTALLED AS THE INADEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB, CB, BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3)12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT. < 6 6. SEE TYP. TRUSS BLOCKING DETAILS. ALT. BLOCKING WOOD 3 TO 4 TRUSS SPACES PRE-ENG -- WOOD SHEATHING, DIAGONAL TRUSS WOOD TRUSS SEE TB13/SN -- @ 8'-0" MAX 2X4 CONT. @ T & B CHORD CONC. MASONRY, — STEEL, OR WOOD SUPPORT, SEE PLAN A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING [Rj w I vi W 2x4 BLOCKING u gBETWEEN TRUSSES2x DBLTOP w/ 2-12d NAILS @ EABRG WALL, 2x4 BLOCKING ALTERNATE PLATEEND, CONT EA BAYSEE PLAN DIRECTION, AS SHOWN FASTEN FOR TYPE TO EA. TRUSS w/2-12d NAILS TYP. WOOD TRUSS BLOCKING SECTION B-B @ RAISED HEEL DETAIL TB06 BLOCKING/CONV. FRAME DETAILS SCALE: 1/2" = 1'-0"@ 22x34 SCALE: 1/4" = 1'-0" @ 11x17 DU zz `r U W � J m a o .;t >� 0 v 0 0 z w "t a o v� OU z z �U cn < U) Co J Co 2X4 SYP #2 P.T. FRAMING w/ SHEATHING PER TB13/SN SEE FLOOR PLAN FOR COL UMN SIZE & BASE CONNECTION INFO. SECURE 2X4 P.T. BTM PLATE w/ %"&' ANCHOR BOLTS SET IN SIMPSON HIGH -STRENGTH EPDXY 6" MIN. EMBEDMENT SQUARE CMU BLOCK BASE W/ 245 VERT. FILLED SOLID, SEE ARCH PLANS MORE INFO. SEE PLAN MIN 2x4 SYP OR SPF BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD MIN 2x4 ALONGSIDE TOP CHORD WHEN REQ.D TO PREVENT PLYWOOD SPAN FROM EXCEEDING 24" MAX SPAN EITHER SIDE, IF REQ'D ROOF SHEATHING, SEE TB131SN FOR SPECIFICATIONS > PROVIDE 2x4 MIN, BLOCKING AT C OF HIP/RIDGE, TYP. BETWEEN TRUSSES w/2-12d NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS RIPPED 2x4 SYP#2 A NAILED TO TOP CHORD OF HIPPED NA TRUSS w/ 12d NAILS @ 6" O.C. TRUSSES 2-12d NAILS AT 12" O.C. MAX HIP TRUSS HIP G.T. ALTERNATE TO BLOCKING HIP/7�T[0CAL IGE BLOCKING E: 3SCALE: 3/8= 1'-0" @ 11x17 2X4 #2 SYP BLOCKING @ 16" O.C. W/ (2) 16D NAILS EA. END. OVERLAP TRUSS BRACING AT LEAST ONE TRUSS SPACE 5 OVERLAP BRACING w/ 3-12d NAIL PER JOINT **SPACED AT 15'-0" MAX TRUSS BRACING OVER LAP TB04 SCALE: 3/4" = l'-0"@ 22x34 SCALE: 3/8" = l'-0" @ 11x17 SEE [RSH] SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 WALL AND ROOF SHEATHING, SEE (MIN. FIRST 4 BAYS) SYP BLOCKING TB13/SN FOR SPECIFICATIONS @ 16" O.C. { \ 2x4 SYP OR SPF CROSS �\ \ BRACE APPROX. 8" FROM \ RIDGE THEN 48" O.C. AFTER. \ NAIL w/ 3-12d @ EACH END & @ CROSSING AT 45° ANGLE. (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) 4 SYP OR SPF CONT 2x S SPANNING (4) TRUSS BAYS (8'-0") NAILED w/ WALL AND ROOF SHEATHING, SEE + TB13lSN FOR + SPECIFICATIONS 2x4 SYP L BRACE FOR GABLES 3' 0" TO 5'-11 " 2x6 SYP L BRACE FOR GABLES 6'-0" AND TALLER. + ATTACH L BRACE w/ 12d NAILS @ 4" O.C. GABLE TRUSS _ _ 8d NAILS @ 4" O.C. I I CONT. 2X4 #2/�� SYP W/ 10D X, 0.13 8" 0. C. \ \ I � (2) OD X 0.131 \ \ TOENAILS EA. \ \ SIDE \ �\ n\ ////\\ \ 3-12d TO CHORD (MIN 1ST / 12" LONG 2x4 #2 SYP 2x4 SYP OR SPF BLOCKING @ 48" O.C. MAX w/ 2-16d 4-12d EA END TRUSS 2X4 BRACING @ 48" O.C. 4 BAYS) FASTEN (1) SIMPSON HGA10 BRACE , BLOCK AT BRACE Y2' GAP — SIMPSON HGAM10 OR CONNECTOR FROM DIAGONAL � LOCATION, FASTEN TO HETA16/20 @ 48" O.C. MAX 2x4 SYP OR SPF BLOCKING BETWEEN TRUSSES @ 48" BRACE TO BLOCK/PLATE + SILL PLATE w/ 1Od @ 3" / - O.C. EXTERIOR O.C. MAX. FASTEN TO EA. NAIL GABLE TRUSS -1INTERIOR TRUSS w/ 3-12d NAILS EA. US END ® \ TO TOP PLATE w/ 1 16d NAILS @ 4" O.C. @ CMU WALL 2x8 P.T. PLAjfE II 1 „ HM - 4 BAYS 1 AT 48' O.C. N. \ a KNOCK OUT \ \ \ \ • NAIL TOP OF "T" TO GABLE TRUSS w/ 2-12d AND 1 SIMPSON H8 w/ COURSE MASONRY WALL 2x4 SYP BLOCKING — / `( SIMPSON A34 @ 48" O.C. MAX w/ /� OR (USP MP4) - 10-10dx1Y2" NAILS ROOF SHEATHING SEE 3-12d NAILS EA. END A @ 48" O.C. FASTEN (1) SIMPSON HGA10 @ 48" TB13/SN FOR ATTACHMENT O.C. w/ 8-Y4'x1Y2' SIDS WOOD SCREWS OVER JACK TRUSSES, SEE GABLE END TO TOP PLATE / BEAM PLAN. FRAMED WALL OR BEAM \ 1/2" GAP BELOW, SEE PLAN. \ @ WOOD FRAMED WALL k2X4 @ WOOD FRAMED WALL LOCKING w/ (GE01GABLE END BF�ACE NAIL TOP OF"T"TO 2-12d TOENAILS NON -BEARING EXTERIOR WALL _ GABLE TRUSS w. 2-12d TB 14 SCALE: 3/4" = 1' 0"@ 22x34 AND 1-SIMPSON H8 w/ SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 3/8" = 1'-0" @ 11x17 1ODx1 Y2' NAILS @ DUTCH GABLE SCALE: 3/8" = 1'-0" @ 11x17 U) z Q n. U G: < w w U) W w D: 0 z g w U cy- w w (n U) w FASTEN BEAM TOGETHER w/ SIMPSON LSTA18 CENTERED ON OUTER BEAM CORNERS w F SEE ROOF PLAN FOR TRUSS 0 CONNECTION INFO AND z LAYOUT DESIGN 2x BEAM w/ Y2" FLITCH PLATE, SEE PLAN FOR SIZE AND LOCATION NOTE 2 OPTION A - BEAM SPLICE CENTERED OVER COLUMN BELOW, FASTEN BEAM TOGETHER SEE PLAN FOR BEAM TO w/ SIMPSON HUC410 COLUMN CONNECTION BUCKET, SEE PLAN w z NOTE 2 OPTION B_ MIDDLE SPAN EE PLAN OR CAN BRICK PAVERS OR SLAB PER FOUNDATION PLAN STEMWALL OR MONOLITHIC _ ,. . FOUNDATION PER LSEE FLOOR PLAN FOR FOUNDATION PLAN, SEE COLUMN SIZE AND BASE ALTERNATE BASE FOR CONNECTION INFO. MONOLITHIC FOUNDATION OPTION C SEE FLOOR PLAN FOR COLUMN SIZE & BASE r CONNECTION INFO. 1. 2x BEAM w/ Y2" FLITCH PLATE, SEE PLAN FOR SIZE AND LOCATION NAIL BEAMS TOGETHER PER BEAM SEE FOUNDATION SCHEDULE ON SHEET SN 2. BEAM SUPPORT SEE PLAN FOR SIZE AND LOCATION PLAN FOR MORE INFO ALT. BASE CONDITION- PORCH COLUMN FRAMING C D 12 SCALE: 314" = 1'-0" @ 22x34 SCALE: N.T.S. SCALE: 3/8" = 1'-0" @ 11x17 PRE-ENGINEERED WOOD TRUSS, SEE FRAMING PLAN FOR TRUSS LAYOUT INFO. 2x4 TOP AND BOTT @ 16" O.C. w/ 2-12d NAILS EACH END AND 4-12d NAILS AT EACH INTERSECTION SHEATHING, SEE TB13/SN FOR SPECIFICATIONS 2x8 STUDS @ 16" O.C. SEE ELEVATION TOP OF WINDOW 2x8 CONT. PLATE SHEATHING, SEE TB13/SN FOR SPECIFICATION 2-12d NAILS EA END, TYP ROOF SHEATHING, SEE RSH SCHEDULE ON FRAMING SHEET FOR SHEATHING AND FASTENERS. TRUSS CONNECTION, SEE PLAN 2x TOP PLATE FRAME OUT TO BLOCK EDGE A 2x SYP#2 BASE PLATE TOP KNOCK OUT COURSE i- 2x SPF#2 @ 16" O.C. MIN., SEE PLAN EXTERIOR SHEATHING ATTACH PER SHEATHING NOTES ON SN. SHEATH TOP AND BOTTOM OF KNEEWALL OTHERWISE SP2 CLIPS TOP AND SP1 CLIPS @ BASE ARE REQUIRED Y2'x8" ANCHOR @ 32" O.C. AND 6" FROM THE END m M-- CMU WALL Ll El KNEE WALL Cal ENTRY (OPTION L ' 1 SCALE: 3/4" = l'-0"@ 22x34 SCALE: 3/8" = l'-0" @ 11x17 FIBERGLASS SHINGLES OR TILE ROOF, SEE ARCHITECTURAL PLANS �\ ROOF SHEATHING, SEE RSH SCHEDULE ON FRAMING SHEET FOR SHEATHING AND FASTENERS. TRUSS ANCHOR, SEE PLAN �— STRUCTURAL SOFFIT, SEE PRE-ENG WOOD SF01/D2 TRUSS FILLED CELL - 145 DIA. REBAR w/ 3000 PRECAST "U" LINTEL w/1#5 CONT. FILLED CELL - 145 DIA. REBAR w! 3000 PSI CONC., SEE PLAN & FILLED CELL SPACING CHART FOR LOCATIONS (1) #5 CONT. IN SILL GROUTED SOLID FOR MASONRY WALL w/ #5 DOWEL 7" ALL WINDOWS T-8° - INTO FOOTING EXTENDED 25" AND WIDER (ACI 530) ABOVE SLAB, SEE PLAN FOR LOCATION AND ARCH FOR FINISHES, TYP. F.F. GRADE FOUNDATION, SEE PLAN 1-STORY WALL SECTION S01 SCALE: 3/4" = 1'-0"( 22x34 SCALE: 3/8" = 1' 0" Ci 11x17 SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW — 2x4 CONT. BLOCKING w/ 12d '-- —ALUM DRIP EDGE NAILS TO EACH TRUSS WEB BRG WALL TYPE I2x2 \ PRE-ENGINEERED WOOD PER PLAN 2x SUB FASCIA TRUSS, SEE FRAMING PLAN #2 P.T. MIN, FOR TRUSS LAYOUT INFO.FA ENED PER NOTE 77 2 BELOW CONT VENTED OR SOLID SOFFIT 2x4 CONT. BLOCKING w/ 2-12d CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP NAILS AT EACH END, TYP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) -------- 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SO. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3 3/s' x 3" TITEN @ 16" O.C. WOOD w/ 0.148"x 3 Y4' @ 16" O.C. KN EEWALL ENTRY 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION - GUIDE J WF27 SCALE: 3/4"=1'-O"@22x34 �03.��l �3/4"TURAL SOFFIT SCALE: 3/8" = l'-0" @ 11x17 SF01 -O" STRUCTURAL ALUMINUM SOFFITS >1'-4" BLOCKING REV. 26.202REQUIRED, FOR SOFFITS <1'-4" MID BLOCKING 0 BE USED JUST NOT REQUIRED. VINYL SOFFITS >1'-O" SHALL ITH GABLE ROOF. 2x6 SYP#2 CONT. w/ 3-#5x4%" WOOD HAVE MID BLOCKING PER R704.2.1 OT FOR HIP ROOF. SCREWS @ 16" O.C. MAX. OR IF MASONRY *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ESIGNED ONLY FOR WALL USE 3-Y4'x3Y2' TAPCONS @ 16" O.C. HE INSTALLATION PREFAB PRE-ENG TRUSS F SHINGLE & METAL OR 2x6 SYP#2 @ 24" O.C. OOF FINISH. 12 ROOF SHEATHING SEE PLAN F WALL 5-12d NAILS 2x6 TO 2x4 SIMPSON H3 CLIP / 2x4 SYP#2 @ 24" O.C. — 4'-0" MAX. 2X4 SYP#2 CONT. w/ 2-#5x4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE 2 Y4"x3Y2" TAPCONS @ 16" O.C. SHED ROOF CONNECTION S R 01 SCALE: 3/4" = 1'-0"@ 22x34 SCALE: 3/8" = 1'-0" @ 11xl7 III�I�IIIIIII CENTURY,, 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 00 � a O N 2 N p O to V 4; 00 Z xt , �3n00 c w 05 4 dj M dam" N lAJ W. �MLLV- o a Z = ccn: O frd mo< 0 w== N 5 X. O 202c < 0� M� U inN OU ❑ ❑ W W W.FDSENG.COM LOT 21 BLK 80 LAKEWOOD PARK 7409 BELLAIR AVE. FT. PIERCE, FL 34951 F— O J z w m 0 0 < LAN # / ORIENTATION 1402 BLK SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.01 SHEET# D2