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CENTURY MORE HOME • LESS MONEY 3081 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 'sip qrl- O co O c�c GC G O O v Mom. ^VJ W E to Lu W K ) (` 0 Q PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 0,2 ®+"e. ,a ^eii&YN"2 Mills, Short Associates kliowtedge, this inforinaton ImhTheecim lpnio..nr1mday F "m"'h. •.,�"' aaaliJki hlouda Building Cade (6Hi ,,u,,)u 11 PHONE: 772.226.7282 WEBSITE:meznv C.A.#:30698 www.MillsSrtAssociat s.com s3i2o` z,•"oa ° Na ollln 'erilecu <asa'" laa,oua > 700 22nd Place, Suite 2C/2D 100 South 2nd Street, Unit 209 i 462 Lipscomb Street NB, Suite 2 3T 1 112"e„Paof om Vero Beach, Florida 32960 Fort Pierce Florida34950 Pal Bay; Florida 32905 m 14'-2" 3'-0" 19'-11 1(2" I SIC 0 i 1.1 6' 3" 3" VTR 1 1� V R' SLAB CUTOUT FOR J J I L ; SGD THRESHOLD - SEE DETAIL ON SHEET GRP240 M 1 1/2" VTR M q 3" l -..< J I W.M. _. ; 2„ co AAV 3" LAV 6-3 1/2" 15-13(4" 6-10114" 2'-6112'-7" 2'-831411 2'-01(4" KS ��� TUB 2" J „f. - m v AD HOOKUPS o M LAV DW W WATER ? 3" a� .. ... ,.� .... i.: HEATER ' 3 „:. .. 2 `'... CV .\ rFi, ELECTRIC WATER HEATER DRAIN i `r' RANGE �, 3" _ �AHUDRAIN 3" FRIG `„ HV s AIR HANDLER ANDLERORAIN LID cc sK=-- co CO : ; <HOOKUP;._. L °` PLUMBING ISOMETRIC 1'-5" 12'-3" 4'-01' 37=1 1/2" Co 1 PLUMMAT22 LAN ELEV'B' 1I4 -X 34 LAYOUT 11$1' =1'-0" AT 11" X 17" LAYOUT 16'-3" I MORE HOME ° LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 II n� I � V o Ci>ut a m O J W L z r o Q 0 a 0000 t PLAN # / ORIENTATION 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 0A REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC A A . . 1 JIB 3" VTR JIB 1 112" VTR L WC TUB 3�0 W.M. 32 3 LAV 3" 2" (J%sn WC 2" 3" 00000 CO TO 4" EPTIC LINE 37 -1 11 14 -2 3 0 il q 1 1/2" VTR I o I !I 1 Lo LLB cc 121-311 CO a i L 20'-21/2" 16'-3„ n 37'-1 1 /2" PLUMBING PLAN ELEV'B' 114" : V-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT 11 fill I I I I i ��►I CENTURY MORE HOME -LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 r-mim e H w P H w Wade.urner HD,re,; ProductApp(o4i �2A, Index Sheet Upkea 1.083020 Component TAMKO Bldg. Products, Inc. AsphaltShingles Roofing Interwrap Underlayment's Roofing Model/Series o oduct Approval Design Impact Resist, p Attachment method _ A4r-ovaI _ Date Pressures 3dabGlass Seal Elrte AS5.1 12/12/2017 NSA Standard Fastening Pattern. (For use on decks with slopes 2 in. per footto 21 in, perfoot.) One fastener l in. back from each end and one 12 in, back from each end of the shingle for a total of 4 fasteners, Roof RhinoroofU20 ''EL6.1 1212017 N/A For slopes from4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel)to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge, For low slope lless than 4:12) applications it is recommended to overlap 50% pl us I"The use of roofing hamme r, 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 IM leg roofing nails (ring shank preferred, smooth leg acceptable), Covering Doors Windows Therma-Tru Wayne Dalton Fiberglass Overhead Sliding Glass down Vinyl fixed Vinyl Single Hung - Swing door Double Door Door Window Window Fiberglass6-Panel Series9100 Series4780 Series1500 Series1500 Ftti<<35 FL9174.6 FL14634,2 FLI6104.1 F1161031 018 2j13/2018 1:,'-,2017 1427/2017 '227/2017 67 302 so SS 50 61 3? 50 S5 50 Yes yes No No No Jamb, Head, and Threshold Fasteners for this unit include@10 Wood Screws or 1/4" Tap cons. A Physical Shim must be placed in Shim Space at each anchorlocation. Taipcon edge distance MIN 2-112". Wood Screw edge distance MIN 3/4", not to exceed 6" GIL Attach door bracket to jamb w/5/16" x 15/8" lag screws not to exceed 24" CIL. 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" tip me et negative pressures, FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETEIMASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT 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 In 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 Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hale Distance From Window Corners 4" or nearest hole Bldg Framing Penetration In min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8' Minimum Head diameter Min, Corrosion -Resistant Screw Size p8 or Larger Pan Head Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners a or nearest hole Bldg Framing Penetration l"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 PlyGemWindows PlyGemWindows Ply Gem Windows -SO No Ply Gem Windows Vinyl Integral Mull Own &Triple) Window Series1500 F116100.2 10/11/2017 50 Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse 4,5" Dutch Lap F123885.1 12/12/2017 73.6 -73.6 Yes Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples Should be placed approx.12" to 16"apart, Leaveamin.oft/4"clearanceatall openings and stops toallow for normal expansion and contraction, Panels should beoverlapper=d approx.1". Fasten panels approx. 8" or more from the overl@pseam. Siding Ply Gem Siding Mastic Vinyl S''J'ng Board and Batten VerticelVinylSiding FL23885,1 i2112/2017 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 sacin P 8 Ply Gem Siding Mastic Vinyl Siding CedarDiscoueryShake FL238851 12�12�2017 49.4 a94 Yes Nails are galuanizedsteel roofing nails, 1-1/2" long, with 1/8" diametershanks, and 3/8" dia. Heads.18" Ishake) V@ftical nail spacing. 8" horizontal nail spacing, 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 40acing of 12" o,c. Nails are galvanizedsteelroofing nails, 11414"long, with 1/8" diameter shanks, and 3/8'dia. Heads - Or -Staples iY l'bnglegsXljl6'(16 Dia,ineach nail hem. 12"T4 16"Q-4Aluminum HTSoffit, Channel atthe wall 3/4"x1/4" crown staple inadiamond pattern at24"o0,Soffitside 3/4"x1/4"crown stapleat8"O.C. Facia cap 13/4"x0721/4"head trim nail at48"O,C. Shutter Hurricane Storm Panel MFG INC. 24Gauge GelyanizedSteel Nj@sticVinyl Aluminum Soffit Soffit Universal (Vinyl) F1.23352.1 FL121941 12/12/2017 12/15PO17 132,E 80 337 90 N/A No Soffit Ply Gem Siding Aluminum Coils, Inc. United Steel Production Co Wood Connectors HD28-2IF FL17232.3 12/21/2017 (14)0.162"x3-ln" Long (l6d) Nails into Header; (6)0.148"x3"Long (Iod)Nails into Joist United Steel Production Co Wood Connectors KD021NIF FL17241,8 8/14�018 (14)0.162"x3-1/2" Long (16d) Nails into Header; (6)0.148"x3"Long (IOdlNails into Joist United Steel Production Co Wood Connectors MSTA48 FL17244,17 10/17/2019 (25)0148"x2.1/2"Long Nails (9) 0.148" x 1-1/2" Long (10d) Nails intotruss/rafter, (8) 0,148" x3" Long (10d) Nails into Plate United Steel Production Co Wood Connectors RT16A F1.17236.11 2/13/2018 United Steel Production Co Wood Connectors MTW16 FL17244.7 10/17/2019 (14)0.148"x3"Long Nails or(14)0.148"x1-1/2"Long Nails United Steel Production Co Woad Connectors MTW12 FL17244.7 10/17/2019 (14)0.148"x3"Long Nails or(14)0.148"z1.1/2"Long Nails United Steel Production Co Wood Connectors HTT45 F1.17324.2 8/13/2017 Install Directly to Framing with 30d Common or 16d x2-1/2" Pnuematic United Steel Production Co Wood Connectors MSTC40 FL17244.27 10/17/2019 (52) 0.148" x3" Long Nails Minimum United Steel Production Co Wood Connectors MSTC66 FL17244.27 10/17/2019 (72) 0.148" x3" Long Nails Minimum United Steel Production Co Wood Connectors STAD14 F1.17249.3 12/21/2017 (38) 0,148" x3-1/4" long Nails Structural Component United Steel Production Co Wood Connectors ADTr-T2 FL17324,1 12/21/2017 WS8-EXTwood screw or3/8"HDGlag screw - United Steel Production Co Wood Connectors MPAI FL1724413 10/17/2019 (12) 0.131" x 1-1/2" Long Nails Minimum United Steel Production Co Wood Connectors RTIS FL17236.10 2/13/2018 (5)0,131"x1.1/2"Long Nails into truss/rafter;(5)0.131"x2-1/2"Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20872.1 12/12/2017 (5)0.131"x1-1/2' Long Nails into truss/rafter;(5)0.131"x1-Ip"Long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236,10 2/13/2018 (5)0.131"x2.1/2" 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"x3-1/2" Long Nails into Beam; (6)0,162"x3-1/2"Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052,1 8113/2018 (12) 0,162" x 3-1/2" Long Nails into post United Steel Production Co Wood Connectors FM FL17249.1 12/21/2017 (3)0,148"x1-1/2" Long Nails into side ofsill plate; (3)0,148"x1.1/2"Long Nails Into top ofsill plate United Steel Production Co Wood Connectors RS14.100 Ft17244.28 10/14/2019 Installed directly toFraming, (36) Min. 10dx1.1/2"with 10dCommon orl6dSinker. United Steel Production Co Wood Connectors KST272 FL17244.14 10/14/2019 (64) Min, 0,162" xMP" Long Nails United Steel Production Co Wood Connectors HTWM16 FL62231 12/12/2017 (4)1/4"x1.3/4"Powers Wedge bolt toCMU,(8) Min, 0.148"x3.1/2"Long Nallstotruss/rafter. United Steel Production Co Wood Anchor HTA16 FL17680.4 12112/2017 Provide 4" Embedment into CMU and fasten to wood component using 19) 0.148" x I %' Nails United Steel Production Co Wood Anchor HGAM10 FL17699.1 12/12/2017 Provide (4)1/4"x1.3/4"DewahScrewboh+oreq,into CMUand fasten to wood compare nt using (4) 1/4' dia. x 1 %" long Wood Screws ,1`Ip11111I/1�I G. NFRi No 824 cc E OFF: �i�,FSS,ONA' E?C.$ N JUL 092020 w 2 H O 0 W g W O H CQ G O LL Z CC F- 0 Z LU W W H O N Q z I% CC U H O LL Q J a N LU W W a Y CZ z w J 2 REVIEWED FOR CODE COMPLIANC ST. LUCIE COUNT" BOCC IIiO I I � i I III CENTURY " fkr&e', MORE HOME . LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 a L 4C) lot: I. !'V ICL. a I I) a oa Z LU m ~NATtfl 1- Yt H _0 O r Q) 0 E 0 M � � 0 N r w rY O o 00 4-0 O v Q PLAN # / ORIENTATION: 1402 0lK' RH SERIES NAME: DIAMOND PLAN NAIVIE: 3811449 LAST REVISION 2.02 SHEET # GRhP2 1,0 "�7f,7 0 MORE HOPE LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m j d� L7 OG x. AANA 0 V/ M) ® N W � [0 o OO ocou Q PLAN # / ORIENTATION: 1402 BLK / Rli SERIES NAME: DIAMOIiUD PLAN NAME: 38114,19 LAST REVISION 2,02 SHEET# GRP2 1, ����nuu�q�� C' FRS<�ee�i p��,�5 NO 824 ♦ vi W zw _ :9Q: S TE F <uC .4\ d ONA It � Ln Iloilo ��� JUL 092020 ac w 2 H 0 0 0 W F'- W z "• \� O ccQ G B&B SIDING SHINGLES AS SPECIFIED SHINGLES AS SPECIFIED T Ow FLOOR . u u ■ CEMENTITIOUS 9 FINISH 00 WIN LCi n n Isi FLOOR \� 1ST FLOOR PL. HT. w 1 - - El G`I � T t /I v _ � J - _ _ _1 L - ,fin n y- T c . q [. �v _ w rt , t tom_/: n, 4 - - -- `'al 'v°\ - T / \ /t ,/:, ./ -! , \i cT / �. , 1. 0"),`i`"I , r`.. _ _/ J e t , ! -r _ Iloilo! 1ST FLOOR FIN, FLR, > w LEFT ELEVATION'B' 0 3�_.. z FRONT ELEVATION B ' ' 11411: V-0" AT 22" X 34" LAYOUT a 1 11411 _ 1 1-01' AT 22" X 34" LAYOUT ! �� _ � �� �� �� _ 118 -1.0 AT 11 X 11 LAYOUT o 118° -1'-0" AT 11" X 17" LAYOUT z �a 2 REAR ELEVATION'B' 114" : V-0" AT 22" X 34" LAYOUT 118" z V-0" AT I I" X 17 LAYOUT SHINGIES AS SPECIFIED ST FLOOR PL HT. CEMENTITIOUS J# ' I - FINISH - 4 co r� 1ST FLOOR FIN, FLR J 's-a`.'. z 0 �LL r V F- N 0 LL z a J a 4�da F- n4 -/ - SHINGLES AS SPECIFIED Lu 1ST FLOOR PL. HT. Lu >"A - L ) CEMENTITIOUS = ■ _ FINISH co '` iSTfL00RFIN.FLR. „ DC W J 4 RIGHT ELEVATION IB��� 114 _1 ' 0 AT 22 X 34 LAYOUT REVIEWED FOR 118 -1.0 AT I f X 17 LAYOUT CODE COMPLIANCE ST. LUCIE COUNTY BOCC IIII�I�I�IIII CENTURY MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WIN, LLC © 2020 LLJ ■ �s W �0g, 00 a • e i 0 O LL r Q E (� O Ln W ..ten � 00 Q 00 ti PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GKP'P2 2,3 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) (sq. ft.) 1952 SF 937 750 468 520 510 1030 16 4 85 CALCS BASED ON THE FOLLOWING VALUES: -Ridge Vents:15 in 2 of net free area per linear foot -Roof Vents =10in 2 of net free area per unit -Sofft Vents: 6 in 2 of net free area per square fool 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 WIN D 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 (0,105') WITH A MINIMUM 30 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 ASTO 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. 0— TROOF PLAN ELEV'B' 114.1 0 AT 22 X 34 LAYOUT 11811-1.0 AT 11 X 11 LAYOUT FR/ N 7824 ` jr - jc� ATu: E OF � O . V_ r2,` XV JUL 0 8 2020 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC N W J CL N rY W 2 H O O F- 0 W a J W O f— Q O LL z W O z Q 0 W W_ W F— O z V) Q 0 a J z O LU V) O LJ.. z Q J N LU EE W W oC W Q a J N z w J 01 dl�lllll�lll CENTURY MORE HOME < LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Z m Q � J !'V d cm. 14. I= Q 0 DC Fo coo v � ac '' M v RNA 1A�P I o J 1100 0^\ t W O E . M: `M } ) ~ 0 w WO o a 00 oco PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET# GRP2 33 CAULKING LAP &TAPE WEATHER RESISTNEBARRER ATJ0NTSIUPPER ■ �■I■IllI■Il� WINDOW OR DOOR SILL MNIMPLLY EXPANDING PaYURETHANE W&THER AEtp@CAULK BARRIER INTO OPENING &TA"ETO SILL USING SELF ADHERED FLASHING FASTENS9.FADHERED FLASHNGCCRNER USING MECHANICAL FASTENER INSTALL SELF - ADHERED FLASKING AROUND PERIMETER OF OPENING WINDOW & DOOR PAN FLASHING not to scale N C/7 W LU -am 4. .. A, a d..° a. Id SGD THRESHOLD DETAIL R703.8 Flashing. Approved corrosion•resistanf lashing shall be applied shingle -fashion in a mannerto prevent entry of water into the wall cavi y or penetration of water to the building structural framing components, Self -adhered membranes used as flashing shall comply With AAMA711, The flashing shall extend to the surface of the exterior wall finish.Approved corrosion - resistant lashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exteror wall finish or to the waier•resistive barren for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written lashing instructions. 12 The lashing manufacturer's written installation instructions. 1.3In accordance with FMAIAAMA 100, FMPIAAMA 200, or FMWDMA 250, 1.4In accordance with the lashing method of a registered design professional. 2, At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecing lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills, 4. Continuously above all projectpg wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 314" IN HEIGHT. RECESS THRESHOLD IF NECESSARY. 31 1 : V-0" AT 22" X 34" LAYOUT 111211 =1 r-0" AT I I" X 17" LAYOUT 8" C,M.U, BEYOND S,G.D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF, SPECS. PLASTER SAND FINISH SLABISTOOP SLOPE TO DRAIN 1x PT BUCK STRIP (SEE STRUCTURAL) 112" GYP, WALLBD, FURRING & INSULATION CMU - CONCRETE MASONRY UNIT (SEE STRUCTURAL PLAN) DOOR ASSEMBLY ANCHOR ADD'L BUILT UP TRIM AS SPECIFIED (SEE ELEVATIONS) CEMENTITIOUS FINISH SEALANT SLIDING GLASS DOOR FRAME SGD JAMB DETAIL 111211-1.0rAT 22 X 34 LAYOUT 314" = V-0" AT I I" X 17" LAYOUT ROOF FLASHING DETAIL 111211 =1 4" AT 22" X 34" LAYOUT 31411: V-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 NAIL) >,�anuenii�e� No 7824 :* ir ATE" OF � 0 R ,Ire SON A�, ��a, JUL 0 9 2020 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Vi W z a (N LJJ 0 0 H 0 W g W 0 F— CC 0 tL z w H 0 Q w w w �I H zl' N 2 0 z Q, J 0 wl V V) 0 Q J a F_ 0 w > w W Q J 06 z w J D 10 1►III1I1►Ib1 CENTURY,,'' MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 act 1I__ W 0 z C)l !'V GC V DC Z' W Q Cd Fc o�© OyNA'�1��P� 0 J W O E O (y) O z N W . C O 0 0 a I` PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET # GRP2 4,0 I �Illell��l11� CENTURY . u MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, 0.0 © 2020 con m z ■ O N 1 a V W �O co CO y z o � � O E O co O W �- O �O PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2,02 SHEET # GRPZ 43 5 0, BATH 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT KITCHEN 3 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT KITCHEN 2 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT KITCHEN 1 112" =1'-0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT G u M �''•� N No 7 4 •:* z % ATE OF AL,0. SON JUL 0 0'2023 w z H 0 0 E-- 0 Lu I— g w z 0 a 0 u- z w w z F- 0 Q Lu w_ w w F- 0 z N Q 0 a J z 0 Lu 0 u- z a J CL V) F- a O0 o w w cr- DW Lu a Y 06 z w J REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC C III�I�IIIIIII a i RY 6�mjvu MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 z O H act I ON !'V IWI 016.. J l= W CD 0C O �G W H z C®J7�L,®��0 �VO�O o J 1 r N O � O M � � O D N , W D" 0 O o0 0 00 ocov a PLAN # / ORIENTATION: 1402 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 5,1 v EEL — GENERAL NOTES ELECTRICAL LEGEND n,,r„t„yp.Short WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES k°"t1us heotbee °°e'i° I '.' #,,v _, ME, sTE: NSTALLARCFAULTCIRCUITINTERCEPTORS&TAMPERRESISTANTRECEPTRCLES, T at.umdan,n ,n],the2Dv No,� PHONE.772.226.7282 WEBSITE: GARAGE DOOR "'""''''ta�;'o �_1t"'meth �+�� C.A. #: 3os9a www.MiusSnortAssociates.c' m RECEPTACLES SHALL BE INSTALLED ��� OUTLET -110V OUTLET- TV WALL LIGHT S SMOKE DETECTOR o...-.- .1 U, 2 2020� g Na attic, oe,[tficaC;o are 2, ALL ELECTRICAL TO BE SET AT OR ABOVE BASE FLOOD ELEVATION. 0 ❑ OPENER PREWII 1e oos,cdorfmp@a. p eytl�,., ._ 700 22nd Place, Suite 2G/2D: 100 South 2nd Street, Unit 209.: 4620 Li scomb Street NE, Suite 2 %, ��,<" Vero Beach, Florida 32960 Fort Pierce, Florida 34950 Palm Ba ,Florida 32905 3 AIL OUTLETS NWETAREASANDALLEXTEROROUTLETSTOBEGF. �•..•. v 4 ACIDCSMOKEDETECTORSTOBEINTERCONNECTEDANDRESIDENCESHAVINGAFOSSII OUTLET 110U �r�grae`eE"a eas�Qa BURNING HEATER OR APPLIANCE, FIREPLACE, ORAN ATTACHED GARAGE SHALL HAVE AN ® GROUND FAULT OUTLET -PRONE 18"LIGHT BAR FLUSH MOUNT S1C SMOKEDETECTOR1CO2 OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 19 OF EACH ROOM USED FOR 0 INTERRUPTER SLEEPING PURPOSES, PER RULE 98-3.0472 I INSTALLALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 OUTLET 110V GROUND FAULT COACH LIGHT- BATHROOM NTERRUPTER SWITCH SINGLE POLE O SURFACE CAN LIGHT ❑❑ (fl)A FRONT DOOR EXHAUST FAN 0 WATERPROOF 1402 HOUSE LOAD CALCULATIONS 71 OUTLET - 220V SWITCH • 3 WAY COACH LIGHT -R EAR 2 SMALL APPLIANCE 1500VA EACH 3000 0 I—J REAR DOOR n I I C` \` ❑ OPTIONAL FLUORESCENT 1 LAUNDRY 1500VAEACH 1500 p FANPREN+IRE 1'X4'21AMPS SWITCH •4WAY 1400 SF GENERAL LIGHTING @ 3W ! SO. FT. 4200 .. �......u....�,r.... .... ,,.. ..�.. TOR 1 .........."1 .. . a a . �4............... ...... :' W;; 1 WATERHEATER 4500 440 \�.....___•_-.... \ 0 FREEZER0 ..- "" ` —� . -�--i�--3-; ° y 1 DISHWASHER 103o METER MAIN COMBO 150AMP NJ!- " r p ? a 1 DISPOSAL 690 NEMA3R OR 200 AMP NEMA 3R 4.� a� 0 TRASH COMPACTOR 0 1 „ MICROWAVES 1630 / \0 CENTRALVACUUM 0 � c� y y a, y a, 200AMP 8 I I 0 MINI FRIG AND ICE MAKER 0 n C'1H 0 JENN AIRE 0 PANEL IN!i 1 CLOTHES DRYER ELECTRIC 5000 3 . y.;: p 1 RANGE 11600 .. @.. O "y� p COOKTOP 0 \„y 0 WALL MOUNTED OVEN 0bq WIRE ---- SCHEDULE 1 TO POWER CO. TRANSFORMER 2 04 BARE COPPER 3f0 SER AL (FOR 150 AMP) 3 OR 410 SERAL (FOR 200 AMP) PER NEC 1 GARAGE DOOR 1127 . �\4" — a � 0 LANDSCAPE 0 �* 0 POOL PANEL 0 3 r❑ FORDISHWASHER \ . p Carpet 1 J \� \ + .. �•'\ y c \ 1 35,7172 INTERSYSTEM BOUNDING \ t 3 \ FIRST 10,000 100 % 10000 � a r - e? e@'a REMAIN DERQ40°%(25,717) 10287 TERMINATION AS PER NEC250 �y . / 04. N�GFI DW £ GFI y, y _ WIDHOOKUPS 20287 (�II J P. .a �i `� y � ` HEAT LOAD 8750 W 5688 65°% � y HEATER y .. ......... 8 3 - � .u.,..... GFI+WPj AJC LOAD 2.0 tons 3750 VA ,. 0 100°% @ GFI t g y` $ . y ...- � •uu^ F H ATPUMP HEATING WITH ADDNL ELK HEAT p; m ADDED FOR MAXIMUM HEAT LOAD VA) �` :. . . y ," y \\ g\ " VOLT AMPERES 25, 975 VA TO POWER CO. ?, GFI III y'"` l,; 3 TRANSFORMER' BOND TO FOUNDATION STEEL ASPER NEC 250.52(3) 3 06 """' DEMAND LOAD AMPERES 108 @ 240V EYUTILITY COMPANY — 1 LL 8 NEUTRAL DEMAND AMPERES 74 .... HVAC OO ' ` SERVICE INI DISCONNECT ELECTRICAL RISER DIAGRAM y„ NOT TO SCALE ... y \, y .... .........., ate; I �'. :. air o� TV PANEL SCHEDULE' Z .. _ yJ -N` vy Z'i - P e taWau ...._` ���� uu..uuu.u..auuua�.........u....uua�� ..0 uu. # # # DESCRIPTION # H 1 2 RANCTE 40AMP #8 2 Breaker 9c x AHU WITH HEATER 50 AND #6 a 3 4 4 O F \ 5 DRYER 30AMP # 10 I 5 _6 ACU 30AMP # 10 6 4 .a \ \a: Narpel ? 7 7 5 + 8 y Viol , ,:. 9 WATER BEATER 30 AMP #10 9 10 WASHER 20AMP 412 10 \,: y $\ ..-. as ea y O \„ 11 11 12 1 DISHWASHER 20AMP #12 12 Yin _ KEYLESS 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 14 a :..ti.,..Car aI q P " ? / GARAGE DOOR 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20A1VIP #12 16 ❑� OPENERPREWIRE A17 EXT GFCI 15AMP 414 I 17 18 HOOD/ MICRO 20AMP #12 18 y t 8 19 L.;TG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 a,. 23 MAST BED/ BATH 15AMP �I1 #14 23 24 SPACE 24 Al 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 GFI (WP) A 27 BED 3/ BATH 15AMP #14 27 28 SPACE 28 y _ _ ----- y' 71 .. SPACE 29 30 SPACE 30 ELECTRICAL- IST FLOOR ELEU'B' 31 SPACE 31 32 SPACE 32 1 114" = -0" AT 22" X 34"LAYOUT REVIEWED FOR �a CODE COMPLIANCE 1/811 _ V-On AT I I" X 17" LAYOUT ST. LUCIE COUNTY 4 BOCC 1 GARAGE DOOR 1127 . �\4" — a � 0 LANDSCAPE 0 �* 0 POOL PANEL 0 3 r❑ FORDISHWASHER \ . p Carpet 1 J \� \ + .. �•'\ y c \ 1 35,7172 INTERSYSTEM BOUNDING \ t 3 \ FIRST 10,000 100 % 10000 � a r - e? e@'a REMAIN DERQ40°%(25,717) 10287 TERMINATION AS PER NEC250 �y . / 04. N�GFI DW £ GFI y, y _ WIDHOOKUPS 20287 (�II J P. .a �i `� y � ` HEAT LOAD 8750 W 5688 65°% � y HEATER y .. ......... 8 3 - � .u.,..... GFI+WPj AJC LOAD 2.0 tons 3750 VA ,. 0 100°% @ GFI t g y` $ . y ...- � •uu^ F H ATPUMP HEATING WITH ADDNL ELK HEAT p; m ADDED FOR MAXIMUM HEAT LOAD VA) �` :. . . y ," y \\ g\ " VOLT AMPERES 25, 975 VA TO POWER CO. ?, GFI III y'"` l,; 3 TRANSFORMER' BOND TO FOUNDATION STEEL ASPER NEC 250.52(3) 3 06 """' DEMAND LOAD AMPERES 108 @ 240V EYUTILITY COMPANY — 1 LL 8 NEUTRAL DEMAND AMPERES 74 .... HVAC OO ' ` SERVICE INI DISCONNECT ELECTRICAL RISER DIAGRAM y„ NOT TO SCALE ... y \, y .... .........., ate; I �'. :. air o� TV PANEL SCHEDULE' Z .. _ yJ -N` vy Z'i - P e taWau ...._` ���� uu..uuu.u..auuua�.........u....uua�� ..0 uu. # # # DESCRIPTION # H 1 2 RANCTE 40AMP #8 2 Breaker 9c x AHU WITH HEATER 50 AND #6 a 3 4 4 O F \ 5 DRYER 30AMP # 10 I 5 _6 ACU 30AMP # 10 6 4 .a \ \a: Narpel ? 7 7 5 + 8 y Viol , ,:. 9 WATER BEATER 30 AMP #10 9 10 WASHER 20AMP 412 10 \,: y $\ ..-. as ea y O \„ 11 11 12 1 DISHWASHER 20AMP #12 12 Yin _ KEYLESS 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 14 a :..ti.,..Car aI q P " ? / GARAGE DOOR 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20A1VIP #12 16 ❑� OPENERPREWIRE A17 EXT GFCI 15AMP 414 I 17 18 HOOD/ MICRO 20AMP #12 18 y t 8 19 L.;TG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 a,. 23 MAST BED/ BATH 15AMP �I1 #14 23 24 SPACE 24 Al 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 GFI (WP) A 27 BED 3/ BATH 15AMP #14 27 28 SPACE 28 y _ _ ----- y' 71 .. SPACE 29 30 SPACE 30 ELECTRICAL- IST FLOOR ELEU'B' 31 SPACE 31 32 SPACE 32 1 114" = -0" AT 22" X 34"LAYOUT REVIEWED FOR �a CODE COMPLIANCE 1/811 _ V-On AT I I" X 17" LAYOUT ST. LUCIE COUNTY 4 BOCC v M;x� 4� MORE HOME » LIESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLL 9 2020 3r " 6 l 4 r � ynl (Z C►DF Yr R° o !%� 0 tY O O M O D t O o o 0 00 U Q ti I PLAN # / ORIENTATION 1402 BLK/ RH SERIES NAME: DIAMOND PLAN NAME: 3811449 LAST REVISION 2.02 SHEET # GRP2 6,2 (::D_ELECTRICAL -1 ST FLOOR - ELEV'B' 01 �, l i < 114 -1.0 AT 22 X 34 LAYOUT 118" : V-0" AT 11" X 17" LAYOUT 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 I IT OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9B•3,04.72 INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES 0 OUTLET 110V OUTLET TVQ Q WRLL LIGHT GARAGE DOOR OPENER PREWIRE SO SMOKE DETECTOR OUTLET-110V GROUND FAULT OUTLET •PHONE 16"LIGHT BAR (0 FLUSH MOUNT SIC SMOKEDETECTORCO2 0 INTERRUPTER ct 97 OUTLET • 110V GROUND FAULT SWITCH SINGLE POLE COACH LIGHT • O SURFACE CAP! LIGHT BATHROOM El INTERRUPTER FRONT DOOR EXHAUST FAN (=J WATER PROOF 1 OUTLET -220V 3 SWITCH •3WAY COACH LIGHT REAR DOOR f1 I I C� OPTIONAL FAN PREWIRE L RESCENT 1'X4 rIn SWITCH .4 WAY METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 3R 200 AMP INSIDE PANEL 3 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 1010.1.11114 WIR SCHED E 1 TO ER CO, TRANSFO R 2 RE COPPER 3 ASERA OR150AMP) 9 SER AL (FOR 200 NEC !f AMPER�S� 25,975 VA TO POWER CO. �" '' TRANSFORMER _ BOND TO FOUNDATION STEELAS PERNEC 250.52(3) 11AND LOAD AMPERES 108 cYi240V BY UTILITY COMPANY JTRALDEMANDAMPERES 74 ELECTRICAL RISER DIAGRAM NOT TO SCALE v� V PANEL SCHEDULE # # # DESCRIPTION 1 3 AHU WITH HEATER 50 AND #6 1 2 RANGE 40AMP #8 3 4 5 DRYER 30AMP # 10 5 6 ACU 30AMP # 10 7 7 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP 11 11 12 DISHWASHER 2C 13 BATH GFCI 20AMP # 12 13 14 SM APP # 1 20A {, 15 GAR GFCI 15AMP # 14 15 16 SM APP #2 20 17 EXT GFCI 15AMP #14 17 18 HOOD/MICRO 19 LTG-OAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #1 u, 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 27 BED 3/ BATH 15AMP #14 27 28 SPACE 29 SPAp 29 30 SPACE 31 SPACE31 32 SPACE -------------- N CENTURY, MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. S ITE 300 N RCROSS, GA 30071 PONE: 336-282-3606 WJH, LLC © 2020 Ia r •L�J F- -0 O Me THE 5TRUGTURE 15 DE516NED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDIN6 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND 5EOUEN6E TO INSURE THE SAFETY OF THE BUILDIN6 AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NECESSARY 5HORIN67, 5HEETI%, TEMPORARY BRAGIN6, GUY5, AND TIE-DONN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO 5TA13ILIZE AND PROTECT EXISTING AND ADJACENT STRUCTURES AND SYSTEMS DURING GOUR5E OF DEMOLITION AND 6ON5TRUGTION OF THE PROJECT. • THE HOOD FRAME 5TRUGTURE OF THI5 UNIT/MODEL 15 DE516NE:D TO RE515T LATERAL LOADING5 AS PERMITTED BY SECTION 4.35 OF THE SPECIAL DE516N PROV1510N5 FOR HIND AND SEISMIC (50PH5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENIN65 METHODOL06Y PER THE REQUIREMENT5 SET FORTH IN SECTION 4.3.52. A5 SUCH, HALLS HITH OPENIN65 ARE CONSIDERED A 51%LE 5TRUGTURAL PANEL AND MAY NOT REQUIRE HOLDDOHN5 ADJACENT TO EACH HINDOH/DOOR OPENING. • 5HEARHALL5 USED IN THE DE51614 OF THE STRUCTURE ARE DESIGNED TO RE515T BOTH SHEAR AND UPLIFT, AS PERMITTED THROUGH SECTION 4.4 OF THE 5DPH5. A5 SUCH, STUD GLIP5 ARE NOT REQUIRED, EXPECT HHERE NOTED ON PLAN TO RE-515T EXGE55 UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR SHEATHING FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE MWTECTION (ONLY ITI! BAIT STATIONS ARE TO It ITT ) TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, WHIGH MAY INCLUDE 501L-APPLIED TERMITIGIDE5, BAITING SYSTEMS OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEH CONSTRUCTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE ISSUED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOGUMENT WILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT HILL CONTAIN THI FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED /- COMPLETE TREATMENT FOR THE PREVENTION Of 5UBTERRRANEAN TERMITES. TREATMENT 15 IN AGGORDANCI WITH THE RULES AND LAW5 ESTABLISHED BY THE FLORID/ DEPARTMENT OF A61RIGULTURE AND CONSUMER 5ERVIGE'- TH15 MODEL HA5 BEEN ENGINEERED TO RE515T LATERAL FORGE5 RE5ULTIN6 FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATE60RY II 4 5EI5MIG GATE60RIE5 A/B. ENGLO5ED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N WA5 COMPLETED PER THE 6TH EDITION 2017 FLORIDA RE51DENTIAL 4 BUILDING GODE5 (5EGTION5 R301.1.3 (RE5) $ 1609 (BUILDING)) $ A5GE 1-10 STANDARD EXTERIOR WALL SHEATHING REQUIREMENT5: <e> i SHEATH ALL EXTERIOR WOOD FRAMED HALL5 w/ 1/2" PLYWOOD OR 056 FASTENED W/ 2Y2"X0.131" NAILS ® b" O.G. ALON6 PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LON6 DIRECTION PARALLEL TO 5TUD5) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL E06E5 4 ED6E FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHING SHALL BE CONTINUOUS FULL HEI6HT OF 2ND FLOOR HALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS o I6"o.c. USE (8) %"x0.131" NAILS o EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR HALLS EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOH OPENINGS. b. SEE ARGHITEGTURAi_ DRAHIN65 FOR ADD'L HALL GON5TRUGTION REQUIREMENTS. 1. ALL EXTERIOR WAL!-5 CONSIDERED A5 SHEAR HALLS. 8. HHERE PANELS ARE APPLIED TO BOTH FACES OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ®o INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REOUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMBOL 5HEAR PANEL 5PEG. 1/2" PLYWOOD OR 056 FASTENED w/ P3 2Y2"x0.131" NAILS @ 3" o.G. ALON6 PANEL EDOE5 AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 A55EMBLY. HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION ® HO-1 U5P HTT45 HOLDOHN* FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF 6.T. TO GMU1 HALL w/ (1) U5P 5T-1 M5TGM40 STRAP w/ (14)A0 DIA x 2Y4" LONG TAPGON5 INTO GMU. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE W MIN. EMBEDMENT INTO CONCRETE. Do NOT LOCATE EPDXY-5ET ANCHORS WITHIN I %" OF FACE ON CONCRETE FOUNDATION HALL FOUNDATION • DE51614 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DE516145 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARIN6 CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION WALLS WITH 1/2" DIA. ANCHOR BOLTS o 4'-0" o.c. W 1" MIN. EMBEDMENT INTO GONG. OR LISP FA3-TZ (GONG FND) / 5T2-TZ (CMU FRO) STRAPS w/5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE EN05 (SEE FIND DETAIL5). • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE-516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: Vc = 2,500 p5i:....... FOOTIN65 2,500 psi:....... 5LA05 ON GRADE (INTERIOR 4 EXTERIOR) f9 = 60,000 p51 ...... REBAR • ALL CONCRETE EXP05ED TO THE FEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOO1IN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON VIRGIN 501L OR 95% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LA13 EPCE5, AND OTHER LOCATIONS HHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP 5PLIGE-5 ON ALL REINFORCEMENT SHALL BE 48 B/oR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUT SHALL BE A5TM G416 F'c=3000 P51 W MAX %" AGGREGATE • GONGRETL. MA50NRY UNITS SHALL 13E A5TM G90 WITH A MINIMU14 GOMPRE551VE 5TREN6TH OF 1900 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE51GN BASED ON AGI 530/530.1 •EDREINFORCED GMU CORES (A5 INDICATED ON PLAN) 5hALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTING DOi^EL BELOW. PROVIDE MIN 30" 1 AP 5PLIGE WITH FOOTING DOHEL. • GROUT 501 ID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINC25 AND AT ALL HALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6--0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENING5 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDE-R TO REVIEW 4 VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO CONSTRUCTION. FLA -JAN 201 GARAGE SLAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPACTED FILLNIR6114 501L PORCH SLAQ 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIR61N 501L SLAB ON GRADE 3 1/2" GONG. 5LAB W/ bxb WI.4xl.4 WWF (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIR61N 501E FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANOER5 SHALL 13E SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHEfRR5E NOTED. • I-JOI5T/IRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH. 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROCVE ED6E5, FASTEN 5HEATHINS, TO FRAMING MEMBER5 H/ GLUE AND 3"0.131" NAILS A 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED HOOD TRUSSES." • SEE ROOF TRL65 UPLIFT CONNECTOR 5CHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/Ib" MIN. 0513/1"LYHOOD 5HE:ATHIN6 2%, EXPOSURE 1. FASTEN 5HEATHING TO ROOF NEMBER5 w/ R51R5-01 (2-Y& x0.113' RING SHANK) NAILS o b' O.G. 0 PAM"L EPCE5 t o b' O.G. IN FIELD. PROVIDE "H" 51YLE GLIP5 ALON6 UNSUPPORTED ED6E5. FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES W R5R5-01 NAILS 0 3" O.G. • ROOF SHEATHING FOR MAIN ROOF TR65E5 SHALL EXTEND GONTIMUOU51-Y UNDER ALL OVERFRAMING. • TRu55 ALL LAR6E VALLEY SETS. I A5TEN EACH END TO TRUSS BELON W LISP MTW12 AND (2) 310.131" TOENAILS T o EACH TRUSS BETWEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 20 (MIN) RAFTER OVERFRAMIN6 o 24' O.G. FA5TENED TO TRU55 BELOW W LISP M(HI2 4 (2) 3'4.131' TOENAILS EA. END (MAX. 4' LENGTH BETWEN SUPPORT POINT5) • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU% MAR FAGIURER, MLE55 OT11ERWI5E NOTED. • ROOF TRUSS SHOP DW65. 54ALL BI SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRIGA(ION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN Ra f TRUSSES W 2x4 LEDGER FASTENED TO FRAMING W(2) 3"x0.131' NAIL5 o 16" O.G. ((3) 3'4.131" NAILS o 24' OL) W -M- MIT. .•.plitittill . .- 14 ;qj • - -ZE c.50•i 1.. rr �Ji�fS 1�. ♦ 1 ./l\. .J I:.rr • I:.rr ..sue •� �:. lii. .-.� •i li_ 1:4 Window $ Door Allowable Wind Pre55ure5 UP TO 160 MPH Wind Zone Exp G, Ri5k Gat II, Endo5ed 0.15 Internal Pre55ure Goeff. OPENING 51Z€ INTERIOR ZONES END ZONES 3'-0" X b'-8" DOOR AI +35.6 P5F/-38.8 P5F +35.6 P5F/-465 P5F 2'-0" X 5-0" HNDH BI +31.3 P5F/-405 P5F B2 +31.3 P5F/-49.98 P51F 3'-0" X 5'-0" RON Q +365 FlW-39.6 P5F G2 +365 P5F/-482 P5F 8'-0" X 1'-0" DOOR DI +332 P5F/-36.3 P51F D2 +332 P5F/-41.1 P5F Ib'-0" X 1'-0" DOOR EI +31.1 P5F/-34.8 P5F ®+31.1 P5F/-38.6 P5F 6'-0" X (5'-8" 5.6D. P +32.4 P5F/-35.4 P5F F2 +32.4 P5F/-41.2 PSF m End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of men roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowclole pressures w/ a max. mean r4 n)f height of 25ft. Values are permitted to be converted per A5GE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. 6ENERAL STRUCTURAL NOTES • DE516N 15 BASED ON: bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERIN6 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE-516N LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (30 P5F o SLEEPING AREAS) DEAD = 10 P51F (I-JO15T5 4 50LID SAWN) (20 P51F o TILE) LATERAL (SEE NOTES) SEISMIC (SEE NOTES) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE R602.30)) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LEN6TH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENT5 FOR MAX CHARTED CAPAGITY. NOTE: HAN6ER5 USE COMMON NAIL DIAMETERS NOT TYPIGAL FRAMING GUN NAILS. • EXT. 4 INT. BR6 WALLS SHALL BE 2x4 (UNLESS NOTED oTHERN15E ON PLAN) o 161 O.G. 5PF OR 5YP #2 GRADE LUMBER, OR I q_TTER, U.N.Q. NALL5 OVER 9' TALL SHALL BE PER PLAN • ALL HEADER5, BEAM5 4 OTHER 5TRUGTURAL MEMBERS SHALL i ±E 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PIKE #2 (5YP) LUM319,', OR BETTER. (KILN -DRIED). ALL HEADERS HAVE BEEN DE516NFD BASED ON (,ALGULATED LOADS 4 51ZED AGGORDIN6LY. CODE TABLES HAVE NOT BEEN USED. • ALL NON -BEARING INTERIOR 5TUD HALLS SHALL BE CONSTRUCTED' WITH 2x 5TUD' GRADE MEMBERS SPACED o 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING HALLS SHALL I sE: (1)2x4/b FLAT e OPENIN65 UP TO 4', (2)2x4/6 FLAT UP TO 8', • ALL FRAMING LUMBER ` 4ALL BE DRIED TO 15% MG (Ki >-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'L5L' - Fb=2325 psi; Fv=310 psi; E=135AO�b psi • 'LVL' - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 p51 • FOR 2 4 3 PLY BEAM-., OF EQUAL WIDTH, FASTEN PLIE, TOGETHER. WITH 3 ROWS OF 3"xt✓.120" NAILS o 8" O/G OR 2 ROH5Y411x�/2" U5p HOOD 5GREN5 (OR 512° TRU551-01K 5GREII 0 I6" O/G. L15E A MINIMUM OF 3 ROHS, FOR BEAM DEPTHS OF 14" OR (;RAATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY GONDI 1 ION. LOGAIE TOP 4 BOTTOM NAIL5/5GREN5 2" FROM ED6E. 5OLID .;y2" OR 5h., BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOrETHER WITH 3 ROH5 OFy4"x6" U5P HOOD 5GREN5 (OR 6 %' TRU55LOK SCREWS) o Ib" OIG. USE A MINIMUM OF 4 ROH5 FOR BEAM DEP HEM OF 14" OR GREATER, APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GRD0. LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 51UD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INPIGATE5 THE NUMBER OF JACK 5TJ05 REQUIRED, U.N.O.. • FOR 5TUD P05T 5ROUP5 SPECIFIED ON PLANS AS (4),(5) OR (b), FASTEN PLY5 w/(20'x0.131" NAILS o 6" O.G. OR (2)3"x0.120" NAILS Al 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE 50LID BLOGKIN5 IN FLOOR 5Y5TEM UNDER ALL P05T5 CONTINUOUS TO FIND)BEARIN6. 13LOGKIN6 TO MATCH P05T ABOVE!. • FASTEN 2x HOOD PLATE-5 TO TOP FLANGE OF STEEL BEAM5 WITH P.A.F.'s ('HILTI' X-GF PINS OR EQUAL) o 16" O.G. 5TA66ERED, OR 1/2" DIA. BOLTS o 48" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 HOOD POSTS SHALL HAVE LISP CA-4 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"4.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO JOI5T/BLK'G. NAILS 0 4" o.c. NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO 5TUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c BLK'6. BTHN. JOISTS TO TOP PL. 3 TOENAILS 3) TOENAIL5* DOUBLE 5TUD NAILS 0 24" o.c. NAILS o I6" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS o Ib" o.c. DOUBLE TOP PLATE LAP SPLICE 4 NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNERS 4 INTER5EGTING WALL5 (2) NAILS (2) NAIL5 * 2y2'x0.II3 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUMBER 01 NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOW ST. LU11 BOCC seal: JUL 4 92021 t asp W uMotto", �* No 7• �'. TOTE OF Jt 0 Ft ie°9sss S18111111 ON A-:EtO%%� © copyright: MULHERN & KULP Structural Engineering, Inc. ® Z ® a LL, Mo u, 2: ® G) S z: - u., mo a; 2® a: 8 dA I o ppyy m uJ �- =_ m gy••p�. � m � ®L a' 2 me mO e1 � 2 ® W ® LLI m rh 8 c" . Is: a MF,F] a� MR project number: 195-1 9004 projedmgr: JSB drawn by: KWR ssue date: 07-0&20 REVISIONS: date: initial: �00 � W W \� r } HE Ii W F� O z LO 0) d' T k� U) Ld � v D 2 Lt1 U d 1( v ffn] y) F, LL. sheet: 0 S A1111 0 seal: JUL 0 92023 N :911'-1 1 /7" I 19'-9 1/2" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROVIDE SLAB I UNDER D I I I I 5EE ARCHH..PLLAN5 1 I I I I I I I I SLAB ON GRADE I I I I I I g?<9 I 1 I I I �6a I I I I I 1 I I 16'-11"L 20'-2 1/2" 4 I I DI.O 1 — —4 n — — — — — — — — — — — — 5TEP r — — — — — 11 1 I (ONl2" PLAIN GONG. THICKENED 51 I e, I I I GSLAB 1 I I I 4 I I I Dl.o I 1 VARIE5 I � D1.0 I J[I 3 F b I I.0 ( DI.O 1 L-- - - -m --------- -------J PORCH 5LA13 12" WIDE TURNDOWN x 1 Il'-4 1/2" 12" MIN. BELON GRADE — — — — — — — — — — — — — (TYPa 2'-61/2" I6-3" 1 4'-0" 20'-10 1/2" 3l'-I 1/2" SLAB FOUNPATION PLAN 5GALE: 1/8"=1'-oil L:' ON ROOF FRAM I NG PLAN : 1/8"=1'-0" ELEVATION B .. 0 IN _In LAI .. •e.1 MA in IT-0:01R, a L.rr ...�_ .U�!M Ia Q 21 k 1. Ill.!ut t. 1:. rr • I:.r� .��lu� IL Li iWCZ\ : I R kfk A lip 41 11:.na CONNECTION SPECIFICATIONS (TYP. U.N.0) GONNEGTION TYPE GONNEGTOR UPLIFT GAP. FASTENING TRU55 TO DBL TOP PLATE OR BM. U5P RTIbA (<U P2 "X0.148' TO TRU55, (8) 3'X0.148" TO PLATE GIRDER TR. TO P05T (SPAN S20') U5P HTW20 1145# (20) 'X0.148" GIRDER TR. TO P05T SPAN >2 ' 2 U5P HTN20 2290 2 Pam — FLUSH BM. TO P05T U5P HTH20 II 20 3'X0.148" VALLEY TRL65 TO BASE TRU% U5P RTR= 820# 27. 5TIGK-13UILTMTNI2 820# 772574br 2 T RTT ROOF TRU55 TO GMU U5P HTAI6 d 1810# (9) 'X0.148' ROOF GIRDER TR. OR ROOF FLUSH BM. TO GMU U5P HTAIb 1810# (9) I GARAGE 5LA13 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIRGIN 501L PORCH SLAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIRGIN 501L SLAB ON GRADE 3 1/2" GONG. SLAB w/ bxb HAA.4 MF (OR FIBER MESH ILO MF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIRGIN 50IL HOLD—DOWN SCHEDULE SYMBOL 5PEGIFIGATION HD -I U5P HTT45 HOLDOWN" FA5TEN BUILT-UP P05T5 SUPPORTING ROOF 6.T. TO GMU WALL w/ (1) U5P 5T-1 M5TCM40 STRAP w/ (14),V4" DIA x 2Y4' LONG TAPGON5 INTO GMU. (U5E ONE 5TRAP TOTAL PER BUILT-UP P05T, U.N.0) '"ALTERNATIVE TO 5T51b ANCHOR BOLT 5PEGIFIGATION: ANGHOR 14OLDOHN UTILIZING THREADED ROD (REFER TO USP 5PEGIFIGATION FOR ANGHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ USP GIA-GEL 1000 EPDXY 5Y5TEM PER MANUR REGOMMENDATION5. PROVIDE 9" MIN. EMBEDMENT INTO GONGRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN I F4" OF FAGE ON GONGRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • �__-� BEARING WALL ABOVE • —.. — BEAM / HEADER • �':' ':'T EXTENT OF OVERFRAMIN6 1�J • J L METAL HANGER • INDIGATE5 SHEARWALL • INDIGATE5 HOLDOWN REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES �y0IIG n1111, FR/ Jf"00 V N 77824 ; o: :0 ATE OF •:w ORVOP���: © copyright :wf'illl Structural Engineering, Inc. Z J� =Z 8 CD +W J LZ 1 E a E C ♦ CX �E y 5 _< °O E >. aUJ O Sy UJ ao n CC co IV 7 M&K project number: 1 95- 1 9004 projectmgr: JSB drawn by, KWR issue date: 07-08.20 REVISIONS: date: initial: Z 1L Z W LL � I U � ''MI1 W O LLI (L LL M r*_1 Li — sheet: RIGHT HAND S1.0B MA.WNRY LINM DETAILS REINFORGEMEw MARK EE516NATION TOP BOTTONI SHEAR REII�ORGB�NT M3-1 BF&OB/OT -- M6-2 6F8-IB/0T (U #5 MB-3 8FI6-113AT (1) #5 (1) #5 1-0 4 8FI6-213AT 0) #5 ( )) #5 #3 VERTIGAL TIES o 4"o c. w/ 1 180 DEGREE HOOK TOB 61 INTEL MANJPACTUREK ARE: GA5T-GRETE d QUALITY PREGA5T GO. N9IDz I. ALL LIMTEL5 w/ SPANS GREATER THAN 14'-0" 5HALL BE PRE5TRE55W. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINIEL5 5HALL HAVE 4' MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 ksl b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. GMU LOGIC FOUNDATION ""LAIN FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN6S HAVE BEEN EN6INEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITT'OF 1,500 P51F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L IS PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • FASTEN 51LL PLATES TO FOUNDATION WALL5 WITH 1/2" DIA. ANCHOR BOLT5 A 4'-0" o.c. W 1" MIN. EMBEDMENT INTO CONIC. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU fND) 5TRAP5 W5PAGIN5 PER MANUF. PROVIDE A MINIMUM Ol' 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FWD DETAILS). • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE515TANCE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w)' PRESERVATIVE -TREATED WOOD. CONTACT LUMBER E HARDWARE SUPPLIERS TO COORD. • CONCRETE M516N BASED ON AGI 3d8. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51:....... FOOTINGS 2,500 p51:....... SLABS ON GRADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL EN AR AT LEAST 12" BELON FIN15H 6RADE. • FOOTINGS AND 5LAB5 +'N GRADE S'-IALL BEAR ON VIR61N 501L OR 95% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL ''N51DE CORNERS OF 5LAB ED6E5, AND OTHER LOCATIONS WHERE 5LA3 CRACKS ARE LIKELY TO DEVELOP. 00'-0" Of.,RECOMMENDED; 15-0" MAX.) • MINIMUM LAP 5PLIGE-5 ON ALL REINFORCEMENT SHALL BE 46 BAR PIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. GROUT SHALL BE A5TM G416 F'c=3000 P51 W MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM C90 WITH A MINIMUM COMPRESSIVE 5TRENC7111 OF 1900 F51 (F'M = 1500 P51). ALL MORTAR SHALL BE A51 M G210, TYPE 5. GMU DE516N BA5E:D ON AGI 530/530.1 •ID REINFORCED c MU GORES dA5 INDICATED ON PLAW SHALL BE REINFORGf I' W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO t'OND BEAM AT TOP WALL AND SHALL ALIGN WITH F(N)TIN6 POH L BELOW. PROVIDE MIN 50" LAP SPLICE WI rH FOOTIN6 DOWEL. • GROUT SOLID ALL REIW,-)RGED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE 10 BE GONTINUOU5 FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8b" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PL.AN5) • ROUGH OPENIN65 ARE NOT 5PECIFIf[P ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEW 3 VERIFY ALL BLOCK PLAN DIMEN51ON5 PRIOR TO GON5TRU6TION• fLA- M201e REVIEWED FOR `CODE COMPLIANC ST. LUCIE COUNTY seal: JUL D 9 2023 41, No 7824 ATE OF C 'sue' T F lQO�R (} copyr low, Sfru wr ngineerinc, Inc. cv ■z ®� LU z N 8 cD z •w a r o • U d R Wlac = " > s m o W 2 YpR y W C m C N . oe � a I mow M&K project number: 1 95-19004 projectmgr: ,JSB drawn by: KW R issue date: 07-08-20 REVISIONS: date: nitial: W Q� w F" o C.� r } Q, U 0 z r--8 n� � Cif � J w U �w Q' U r� co00 0® LLJ ! l 4L sheet: RIGHT HAND E Oki' MAX. / I HEEL HT. l 8" GMU BOND BEAM N/ (1) #5 GONT. 8 REINF. GMU WAI.L- -5EE PLAN FOR VERT. d HORZ. REINF. SPECS PROVIDE SOLID SHIM BETW'N TRUSS b CONNECTOR IF TRU55 LOCATED LESS THAN I)5" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE W NOPI OR SIM) a EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM TYPICAL SHEAR _iANSFER DETAIL ROOF 2�� 2x4 CATS a Ib"o c. FASTENED TO GABLE END TRU55 w/ (2)3"XO.131" TOENAILS. PROVIDE (1) U5P RT3A CLIP a OVERHAN65 > 12' GABLE END VERTICAL WEB REINFORGING AS REOURIED BY TRV55 MANUF. I HGAMIO CLIP a 36"o c. EXTERIOR SHEATHING EDGE NAILING - 2Ys"x0.131 NAILS a 6"o.c. PROVIDE M015TURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (LISP NOPI OR SIM) 8" GMU BOND BEAM w/ (1) #5 BAR GONT. 8 REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE05 1. 2X PT BUGKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) RON OF ade"x4" TAPGON5 6" FROM ENDS AND Ib" O.G. MAX. TAPGON5 TO BE I4�' MIN, FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 CASE. FASTEN 5HEATHIN6 TO 2x4 BLOGKING w/ 2 %N0.113" RING SHANK NAILS It 6"o.c. ROOF SHTG SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BLOCKING w/ (3)3 Y4'xO.131" TOENAILS EACH END W 3 I/4"x0 NAIL5 2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING a SPACED a 4-0O.G. MAX. 48" O.G. IN FIRST 0) BAYS FASTEN 2x4 TO T' w/ 3Y4"x0.131" OF ROOF �T TO NAILS a 12' O.G. FIT TIGHT BETWEEN TRUSS VE�RT WALL REINF. TO BOTTOM CHORDS EXTEND INTO BOND BEAM FASTEN DRYWALL TO BLOGKING w/5CREH5 /NAIL5 a b" O.G. PER ip i MAI IC 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED a 12" O.G. It EA. 5000E%IVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 24YNO.131" NAILS o Ib" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGTURER5 SPECS. BY WINDOW/DOOR 6. FA5TENIN5 SPECIFICATIONS ARE MINIMUMS. ANY FASTENING REQUIREMENTS MANUFAGTURER PROVIDED BY THE MANUFACTURER WHIGH ARE GREATER THAN THOSE SPECIFIED SHALL 51 TH05E OF NOTES 1-5. 2x8x12" P.T. CENTER BUC OF OPENING 0 Y2' VIA. J-BOLT* (SEE BELOW) 2X4 P.T. TOP BUCK W • 2X8 P.T. BUCK EACH N 51PE OF OPENING PROVIDE (5) J4" VIA. J-BOLT* W/ 5)�" F EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (1) Y2" x 5/b" THICK WA5HER N/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. GURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) * PROVIDII VIA. x 8" LONG" 5GRENBOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF MI55M DURING CONSTRUCTION -N6ARAGE DOOR BUCK DETAIL (1) #5 IN BOND BEAt i I (1) #5 BAR IN PRECAST LINTEL I (2) #55 VERTICAL IN G-FOUT FILLED CELL. IN WALL`, GREATER THAN 30" WIDE, ONLY (1) II'r 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REOV PER PLAN) ENTIRE GOLUMN TO I BE GROUT FILLED ®PROVIDE # OF 1)0WEL5 a SLAB TO FIN. 11 MATCH VERT. BARS w/ 3O" MIN LAP SPLICE NOTE: ALL HOOKS AND 5PLIGE5 TO BE GONSTRUCTED AND 51ZED PER NOTES (5ARA6E DOOR VERT. REINPORCIN6 DETAIL A VA E Nflb SEE DETAIL I FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU K/ U5P HTWMI6 TK5T STRAP. FASTEN STRAP TO GMU w/ (4) A" DIA. x 2 Y4" LONG PONERBOLT 5CREW5 PROVIDE M015TLRE BARRIER PLATE 105P NOPI OR SIM) a EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES a EVERY OTHER BAY FASTENED TO GMU w/ (3) Ya" DIA. x 3Ys" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRU65E5 W (2) 3Y4'xO.131" NAILS o EA. END. ®rRETROFIT DETAIL MITRE PRECA5T CONCRETE LINTELS TO SHARE BEARING ON 81x8" GMU COLUMN. T.tea seal: JUL 092023 aay ' 9 G .t R/�F /4 "psi %% .... NG BATT OR BLOWN — INSULATION PER ARCH FIBERGLASS 51-1I145LE5 OR TILE ROOF PER ARCH APA RATED 5TRUGTURAL 5HEATHING -SEE NOTES 8" GMU BLOCK PER 2011 FBG. 6TH ED. R103.12.1: SOFFITS AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RE515TIN(5 WIND LOADS SPECIFIED IN TABLES R3012(2) AND R3012% FOR WALL5 U511% AN EFFECTIVE WIND AREA OF 10 SQUARE FEET. NOTE.. COORDINATE SOFFIT OVERHAN65 WITH ARCH AND TRUSS MANUR DRANINGS F ^R TO 5D1.0 FOR t 5TRUGT. RMATION — GEILING BOARV -5EE ARC,'rl TYP, GONG.5i REFER TO FOUNDATION DETAILS (PDI D) B PLAN t.... J GRADE Ll- „ � III 111 'I ICf ICI-1�1- 4 �1Tf_I I I_1Ll � ° .: 1J1 111=1I1- �TT!,I' I1 jjj=1 I II III. TT_I� I —I _ GLEAN —1 I 1=1 j 1 MONOLITHIC FOUNDATION COMPACTED 1r-0. W (2J #5 HORIZ. GONT. ON FILL a 95SK MIN CHAIRS 13" MIN. COVER) STANDARD DENSITY TYPICAL I -STORY WALL ,SECTION ¢�OaEc4 SCALE: N.T.S. _����a.O CiROUT LINTEL 50LID :• Ir: .E;.. CONNECTr OF , • r •-" NRY LINTEL TO • r - TOP OF - - r•-r HOOK BENT DOVEL MA50NRY WNA3 LINTEL/ BEAM M13-2 PRECAST LINTEL .. SEE PLAN FOR -SEE PLAN O ►6i SPECIFICATIONS. O ►�i �. ►•* �i ►�i LINTEL blIxall • •♦III►♦* �i Oi -AN6LE GUT AS 1 * �0 STANDARD HOOKIll. i14 t CONNECT ENDS OF MITRED MASONRY LINTEL5 W (1) #5 BENT DOVEL PORCH GNU CORNER COLUMN DETAIL RI C ODIL , ST" LUCdi—�restW m :0 o :U OB \ • e''�.5 /it O N AA- aaaaa © copyright : blI it&p Structural Engineering, Inc. cm ®z ®! w W N � g ® CD m LLI � F 4 0 a c~.:j d d =) c LL J� �w va m E J F D .- � 2 LU y m :11 Fir W C N c M a M&K project number: 195- 19004 projectmgr: JSB drawn by: KWR issue date: 07-08-20 REVISIONS: date; initial: S I W 0 z t- rU�nJ r�W TT � k V Ld W � W h� W v4 � � sheet: • 0` - 0 COMMON TRUSSES 2A FLAT BLOGKING ® 16" o4. FA5TENED TO BOND BM. w/ (1) A"0" LONG TAPGON (2)3 1/2"x0.131' VFRT WALL REINF. TO EXTEND INTO BOND BEAM 2 9/e"x0.113" RING 5HANK NAIL5 ® 3' oL. �g ga, 0CLIP a i Epm GHU i I I BEAM Pid ,. I►�f i • - CONT. -5EE PLAN FOR VERT. O' SHEAR TRANSFER DETAIL AT \\iI INTERIOR SHEARKALL LETTERED DETAILS ARE TYPICAL FOR THIS HOME � SHALL BE IMPLEMENTED IN ALL APPLIGABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. REVIEWED FOR CODE COMPLIANCE ST. LUCIE.COUNTY BOCC NUMBERED DETAILS ARE PLAN SPEGIFIG AND ARE ONLY REQUIRED WHERE SPECIFICALLY INDICATED ("GUT") ON THE PLANS. seal: JUL 0 S 2023 G. `��e�nnoo�p�e ��'Qlr��C'CrJ,�,e•.,G' �'�. i 19y LU S ATE OF :4t L o N i 'S/O N A\- ,%t%4 © copyright : MULHERN & KULP Structural Engineering, Inc. 0111h co u. Z_ wd®® s w ww� W pNo w Z �l � CTl ® Z ® w a w J � a cs E ® r A C LCU Q — M m � w �_ Q A H m ® W ® y m rh W o N ® r> n ww■ IP M&K project number: 1 95- 1 9004 projectmgr: JSB drawn by: i' WR issue date: 07-0&20 REVISIONS: date: initial: Z 5a I� U 0 W Q p Z W 2 2 w 0 0 IL AL \IV (y) � LL sheet: seal: JUL 10 92020, 8" GMU BLOCK (1) #5 FROM FTC. TO BOND BEAM. SPLICE TO BE MIN. 30 GROUT CELL 50LID z a. n =1171 : lll III =1TI— 'M 2=J1- 4 ;I I hI I ICI I Ii ILII >—uI: GOMPAGTED FILL o 95% STANDARD 3 1/2' GONG. SLAB H/ bxb (1) #5 FROM FT6. W1.4xl.4 WWP (OR FIBER ME514 TO BOND BEAM. ILO WWF) ON b MIL VAPOR SPLICE TO BE MIN. CELL BARRIER ON 4" MIN. r50L D GRANULAR FILL ON 95% COMPACTED FILL/VIRGIN 501E MONOLITHIC FOUNDATION H/ (2) #5 HORIZ. CONT. ON CHAIRS 0" MIN. COVER) DENSITY H-ERE 2ND STORY OCCURS FTC. 514ALL BE 1'-4" HIDE K/ (2) #5 BAR5 FOOTIN6 SECTION Al BLOCK DETAIL W" WS GARAGE INTERIOR GARAGE 5LA13 -SEE DTL I/FDI.O MONOLITHIC FOUNDATION W (2) #5 HORIZ. CONT. ON 121H _� CHAIRS (3" MIN. GOVER) MIN. TYPICAL THICKENED SLAB rrA ® INTERIOR (5ARA6E KALL 50ALE: TYP. SILL PLATE -SEE DTL VFDI.O SLAB ON GR/,DE -SEE DTL WOW PLAIN GONG. THICKENED 5LAB (5EE PLAN FOR 51ZE) CENTER FTC. ON HALL ABOVE ,E PER I/FDI.O CONCRETE LEDGE CAN ESE REPLACED BY GM) BOTTOM COURSE CUT TO SLOPE OF GARAGE SLAB TYP. GARAGE 5LA13: 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON C15% GOMPACTED FILL/VIR6IN 501L ULr^"� " `—MONOLITHIG FOUNDATION COMPACTED Ib' H/ (2) #5 HORIZ. GONT. ON FILL 0 95% MIN. GHAIR5 0' MIN. COVER) STANDARD DENSITY HHERE 2ND STORY OCCURS FTC. SHALL 13E 1'-4' HIDE W (2) #5 BARS 6ARA6E CURB DETAIL �U ec�d rn� MONOLITHIC FOUNDATION H/ (2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. COVER) TIEN -'- - - SCALE: N.T.S. PLAIN GONG. THICKENED 5LA13 (SEE PLAN FOR SIZE) LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE'PLAN5. ("GUT") ON THE PLAN5. 13' GMU BLOCK - (1) #5 FROM FTC. TO BOND - BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID TYP, PORCH SLAB: 4" GONG. SLAB ON 4' MIN. GRANULAR FILL ON 95% COMPACTED FILL/VIRGIN 501L 3 1 /2" GONG. SLAB wl bxb WI.4xl.4 WWF (OR FIBER ME514 ILO KW) ON 6 MIL VAPOR BARRIER ON 4" MIN. 6R:ANULAR FILL ON 45% GOMPAGTED FILL/VIR61N 501L a .. • I I=III= a ,, 77—jI�TT—�IIIT-7III GOMPAGTED FILL 0 95% I I'-0' STANDARD MIN. DENSITY WHERE 2ND STORY OCG1R5 FTC. SHALL BE BARS EXTERIOR AALL ® PORCH dJ/ we MONOLITHIC FOUNDATION H/ (2) #5 HORIZ. GONT. ON CHAIRS (3" MIN. COVER) TYP. EXT. HALL BEYOND -SEE DTL 2/FDI.O 6AIRA6E SLAB I J -SEE DTL 2/FDI.O LI � � . I I II I II 11111 �J 12" HIDE CONC. TRENCH FOOTING REI NFORGEMENT -SEE DTL I/FDI.O MIN. CUT EVERY OTHER I" DEEP SAW GUT CONTROL JOINT WITHIN HIRE OF W.W.F. 0 24 HOURS OF POUR MID -HAY INTO SLAB CONTROL JOINT -LOCATE JOINTS o SLAB CORNERS # OTHER AREAS WHERE CRACKS ARE LIKELY TO OCCUR IS' MAX BETWEEN SAWGUfS SLAB ON GRADE -SEE FND. PLAN OTYPICAL SCALE: 3/8"=I'-0" LOCATE ®10' TO Vox.. OR CORNERS WHERE (RACKS LIKELY TO DEVELOP BOND BEAM I GONT. (1) #5 F PRECAST LINI -SEE PLAN CONNECT EA( MA50NRY LIN OF PER/ WAS BENT DONEL (1) #5 FROM F1 BEAM. SPLICE 30" 6ROUT GE GLEAN GOMPAGT cFA 5TANDARI TYPICAL PORCH COLUMN CONNECTION DETAIL SCALE: NONE k �. ATEOf date: initial: ■ LdL f. LJ � cL LQ V/ u Q0 W 0 z 0) LL n�n z Q U w 0 pp o 00 LL (y) > sheet: