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HomeMy WebLinkAboutBuilding PlansPARCEL # 2421-313-0002-000-4 OCCUPIED 1111111111111hC OPI (HOUSE, WELL &SEPTIC OVER 100' AWAY) {NI BED am mA"v flNE SANb.0.60 •L 5.44 25.01 5.5 50g N DRAIN FIELD 37.08 N vi ti. y�l C5 o 2.0'S. I I. _ 31.65 N W 51.96 � g � .-' 4" CONQ WALKWAY. 1 I M -� -- O 21.4 29.98 " ca+c. RrvEwnr b, -0CCUPJ EF"EL.=1�' ,., BLOCK 6 a ► I \ N LOT 22' ,6 ,6� 6N SCALE.1,,_20• `r -J _qZi7_ NORTH !gl i•ft ` �i. V ,66 Q SITE PLA111'i �{ �� Y F , E 3 BLOCK 13 �3 Fr r,, ""4'" ' — LOT 12 .PARCEL ID#24-21-342-000-7 <:: i}' . m rn OCCUPIED v, O F.F.EL=18.0' DESCRIPTION AS FURNISHED: LOTS 22-23 ADMIRAL STREET,. rL. OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, � Y "A MOD" DRAINAGE WITH GRADE SLOPE TO ROAD a N ® : v the final floor elevation is a .minimum of 1.5 feet above the centerline of the road. O N I Property stroll drain into the public right —of —Way 0 to drain the property to the east into . N 0 53.54 22'-0" R. 11 Ch1111 AV CC, . ^ _ - q 06 4' C.L.F. 0.4'W.^ry4 4' C.L.F. 75 �, - SWTH LIMITS OF PLAT. oO?o, 0.8'E. �6� �60 - SET g - CAP �`' 126.00 f SET r spike In C/o 4' C.LF.N CAP AVEMEN SET B.M. ON 5.3'S. �69 16� 4' C.L.F. 6 DRIVE R.EL=SPI 2I NAVDTr Se 6• 6' ' g BEHsiV:Parcel # 2421-331-DO01-000-3occ1TIC :l,�,AUG 2 3 4HOUSE WELL &SEPTIC OVER 100 AWAY y 'I'6' •` 201�WELL & SEPTICOVER 100' AWAY)FROMIT SIDES rr I F 6 ..5 i REAR ZNG. d TECH. bD be i III to IaCC004)J6� 6zrNd -,DO W U Z H O D_ Z O UJ z U) W — n W QC oL QUU) ❑Lug V Z J EW3 ° a0 OW< >- UF- .WN �Z0 ( Jfn0 QW ma0@asw co QWCI V go a c c mo 0o UU W Z com 0z0 O N W m ZO¢ W N gm 0ZQ 04 m o J W mm 05Z (' W < �— mad = Q O W a8 c~oLUU a€ oa-O fir Cm < 3`dE ozQ UU 0 XD-O LLLL011 � 0 c D) Z 12 wQz w�Ui s H Z +fro m .� 0 C) Ir W D 8 Zoz W Ar C3WW ZW ON nc 3 0 w W o ��g (7 z J n m Fr zQ� ~ LLO a;° W Z W J�I IQ 00 6-� W.::)EE W� Q QN 5 Z Z YW to Z ®m zQJw Q Duo N O-C W F a pg E m� rWQ s€�9 WU_Z of IW-Fn¢ % mmyPj m PCd zllW z z a1, Fr cc OLU mN WZm z�0 p W CO LaL 07 CM Uj O G LC) Q U Q N J N h O C) CM Q �<` —� X V ILL L� O Z < W J Of W O S Z ��- 00 N Q ® d z Cfi ® J V- O N LU rry Ld \0X\ NE Gq Mti � *�(. ENS 8 OF A WE I LOf=SHEETS LOT 18 I LOT 19 Parcel / 2421-313-0003-000-1 —� I LOT 20 LOT 21 VACANT I — LOT 21 j) VACANT gb 00 0.7 BLOCK ,>.. —� 129.4T _.W'LLL b g 0' O / 1 129. 15 REMAINDER OF LOT 22 H Np W GaNG SET CAP 10 FEET OOWIM .SET 00 GL ° 1 T NK N WATER LINECl� METERV G.LF. 6 3J'S. g' ESTTMA IED SEWAGE FLON'�300: 0.4E PARCEL 9 2421-313-0002-000-4 OCCUPIED (HOUSE, WELL & SEPTIC OVER 100' AWAY) Parcel g 2421-331-0001-000-3 OCCUPIED (HOUSE. WELL & SEPTIC OVER 100' AWAY) In '0 171E91FKlI1Ft7 v FlNE SAND 0.50 5.44 25.01 5.5 5q w DRA8IN FlELD 7 3.0 VI _ 31.65 � o A 1(96 S O y,o, 21.4 29.98 " caa .ea Y- a 0 BLOCK 6:W F.F.EL=I .'ri ,yam LOT 22 E. P go e" e °' IV Of I. g9 I A g 0') u ® Q v 53.54 34.28 � o a de N 4' GLF. ; 41 0.4'W. 4' GLF. g1 SET 0.. SWTN UTA15 OF 0.11'E. CAP g 126.00' Y' GLF. OSET gti 5.35: 9 CAP' AWi3 SET R.M. ON • gg g' +gA g2IYE R.R. SAKE IN ACUTOUT VD!18 4' C.L.� EL=19.T2' NAVDBR LOT 8 OCCUPIED (SEPTIC OVER. 100' AWAY) -- -I- LOT 10 BLOCK 13 LOT 12 OCCUPIED F.F.ELalEO' SCALE:1"=20' NORTH SITE PLAN SCALE:1 "--W PARCEL ID424-21-342-000-7 DESORPTION AS FURNISHm:LAlS 22-23 AONRAL STREET.. OF TIE "WC RECORDS OF ST. WOE COUNW, FLORIDA. "A MOD" DRAINAGE RTf GRADE SLOPE TO ROAD. the Mal floor Me.. Is nalnhum o1 1.5 feet above the centerline of the rood. Property shall drain Wto Me puWk right—of—way O to anon the property to the east Into . g• (WELL & SEPTIC OVER 1W AWAY) vsI�ectuclo�F)-, VaAe— N2L FILE COPY AUG 2 0 2018 Permitting Departmer St. Lucie County, FL W U Z Q O a Z_ O U s L(Dw �w2�� 7UO s w0 z¢w Qm ��0 N W 0 8e < Xw FW— W O 8 � OUw QU(JDLJL_ 0Zm UZ_j J�r0 O W Q >- �s z�w O?Q QN�Z� F0OIra W O aD. Qm0 W Z NM ��� O W_ �a �U r j N c~o w O O sag aZ oW N J cm ~ 3�E CQZ� 0 � w�0 X(L0 LW0 (0 8 W10 O w00Z 8� . ME! Q» 0 AI€a w� inn. Q 9 0+ (n a�� U II ¢ a a €a U F W "s Zw(DwZ w CnT .2H m. 05I- Zw ... .DON m 3 O W LL Z a C\I 'T c)QW WQ .r cam WZOC7 Z J 10 m 55'S 5C'3C CO p0 �30 W'�¢ � WM O 0� c 5 Z z}w(nZ- PH W-Twg¢ ��o `Oo $ m� a r z -i too N0z gQ8 wCAcc } mma Oc Z�Z z --.5 --3 Z 8ms a ¢¢o fie Zoe`Bm, Zw0 W� tag w U)l4L Q QQ a o o coo122 M...e� �.V V 10 c C o U 0) O00 N J 0 M O Q J X LL co N 0LL U) x� Qz < W J W 0 Z U) Lij y w L 0 IT 0 Q z U C LO O J C� LLti o� �� N V/J W a E o 4�L�j 'x' 0 � m 0 g o -z r FUri Za aogV SHEE 11. W U Z Q H O a T #50 ROD IN FILLED CELL AS #50 ROD IN PER FLOOR FILLED CELL AS PLAN TIED TO PER FLOOR CONT. ROD PLAN TIED TO 1N FOOTER & CONT. ROD IN FOOTER & 2'-1" MIN LAP ` BOND BEAM ABOVE CENTER LINE OF WALL ABOVE �I 1/2"0x8" ANCHOR BOLTS OR BOND BEAM ABOVE YjFT. LAB SLOPES AT 1/8' PER 14 XU E MAX.ION OBOES 1 2 2'-1" MIN. LAP AWAY FROM HOUSE/ 8" C.M.U. 8" C.M.U. 4" CONC. SLAB W/ 2"0x1/8" WASHERS 2x4 P.T. 4" CONC. SLAB W/ FIBERMESH OVER 6M VISQ. " CONC. SLAB W/ PLATE SLAB WIBERMESH OVER 6M VISQ. 10' FIBERMESH OVER 6M VISQ. FIBERMESH OVER 6M VISQ. / 8 MIN. FIN. GRADI. FIN. GRADE 2 f VARIES 8» FIN. GRADE d IN d �I ° \� / ° CLEAN, COMP., W/ 'f / CLEAN, COMP VARIES a c CLEAN COMP., W/ 12 /� BORA-CARE BORA—CARE d < .. BORA—CARE '• , d � CLEAN, COMP., W/ ° \ \\ TERMITICIDE WOOD \� TERMITICIDE WOOD 12 TERATMENT AT " \ TERATMENT AT \ i \ TERATMENT AT °�j BORA—CARE 12 MIN. \\ ° \/ FRAMING WOOD ' ° • FRAMING \ FRAMING TERMITICIDE WOOD \ TERATMENT AT 8 20"x16" CONC. 20"x16" CONC. 1—#5 REBAR �\ '�\�� 2—#50 ROD CONT. \ \\ FOOTER W/ 2—#50 „ FOOTER W/ 2—#50 CONT. (MIN. 25" (MIN. 25" LAP) W/ ROD CONT. (MIN. 25" 1 —4' ROD CONT. (MIN. 25" LAP) 1 —8 3" MIN. COVERAGE 1,_4„ LQP) LAP) W/ 3" MIN. 6 CI 90 HOOK (TYP) COVERAGE AONE STORY 8 BLOCK WAL L SECTIO N GARAGE C RB DETAIL THICKEN EDGEDETAIL OFFSET BEARING FOOTER DETAIL A-2 SCALE : 3/4"=1'-0" A=2 SCALE : 3/4"=1' 0" A-2 SCALE: 3/4"=1'—O" A-2 SCALE : 3/4"=1'-0 SLAB SLOPES AT 1/8" PER „ „ 4" CONC, SLAB (�,500 P,SIJ FT. AWAY FROM HOUSE 1/2 Ox8' J OR G BOLTS OR 5/8"0x6" EXPANSION 2x4 STUD ®16" O.C. #3KD W/ FIBERMESH & 6 MIL, S.Y.P. OR #2 SFF TYP. VAPOR BARRIER 4" CONIC. SLAB W/ WALL BEYOND BOLTS ® 21' O.C. MAX. U.N.O. FIBERMESH OVER 6M VISQ. U.N.O. W/ 2"0x1/8" WASHERS 2x4 P.T. PLATE SP1 OR SP4 ® 32" O.C. TYP. a a FIBERMESH OVER 6M VISQ. ,>, FIBERMESH OVER 6M VISQ. VARIES-4" TYP. 4' CONC. SLAB W 4' CONC. SLAB W ° d DRIVEWAY r CLEAN, COMP., W/ ' SLAB " a,= /"` BORA—CARE Q SITE SILL FORMED ON TERMITICIDE WOOD o e < , d 1, ° <_ d - d TERATMENT AT OP ° a e °. L FRAMING COLD JOINT �\��/a ° /\ \ CLEAN COMP., / ° d 8 ` c°• BORA—CARE 3 F= a LU z o a cn LU — o w [L' r h F—O0-8a [- -0W <tUcoJ )W2 UZ_JLL M 3�o OW<�> m 'fr ° ® Ebb goo—,—, w $°8 �_ w U �� CI m CZ_m W Z r� �E J (ryry cV W �`E° �� V Q mm9 �z< �WcgZ) =oo � ass aW mm ]-z Wf^ J Dmo V cn 0p ENg E H� 8 p0U O Em$ -wa J °gig -ILZ Vu)Q 3mE JLi�O 215 ui D00 JJOZ ma �U s co � g W€a TZ oeo O+ (n H gI JO� w Na ZOZ W ,nr ;2WW ZW pN n�= '�~U C7a OpN mnD Wci— Z NV om LL W} M� �a CD w �a0 � QO J � ZL � w Jar moo WDcc 5WQ ON .}� Z co Zw . Wa 5�..= .. u) Q Ivvi y WQaw[ ��a �` Oa o�e ma H d nE rZJ �,oQ w311 } m.� bm a Zwz z -3 z �s T Eff ° O imW wLLI �� 2 fro Z O (n �" WwQ Q QQ a8o 8x8 THICKENED EDGE 3: V \W/ 1—#50 CONT. A V .TERATMENT AT 1,_4„ FRAMING Q / 2—#50 ROD CONT. (MIN. 25 LAP) H EXTERIOR DOOR SILL W 0 ,o A-2 SCALE : 3/4"=1'-0 c `— o U E OFFSET THICKENED EDGE DETAIL F FOOTER DET. '@ GARAGE DOOR G INT. BEARING WALL FOOTER DETAIL Q 00 p N r , . 4 A-2 SCALE : 3/4"=1'-0" A-2 SCALE : 3/4"=1' 0" A-2 SCALE : 3/4"=1'-0" (ONE STORY) PT 6X6 POST W/ ABU66 0 V ® Cy)_j X L Lw (LL � a U) #50 ROD IN FILLED CELL AS '� � � 4 CONC, SLAB 12,500 P.SIJ PER FLOOR PLAN TIED TO ABU 66 W/ 5/8 EXPANSION BOLT V J ® Q W/ FIBERMESH & 6 MIL, CONT. ROD IN FOOTER & C F— VAPOR BARRIER W/ 2 0x1/8' WASHER Q BOND BEAM ABOVE < LJJ W I— o 50 RO D IN FILLED CE LL �. z „ AS ''^^ U V J 3/4" RECESS ® ABU 44 OR 66 W/ 5/8 EXPANSION ABU 44 OR 66 W/ 5/8 EXPANSION PER FLOOR PLAN TIED TO N SLIDE GLASS DR. BOLT W/ 2" 0x1 /8" WASHER BOLT W/ 2" Ox1 /8" WASHER CONT. ROD IN FOOTER TO W m N � g C.M.U. N 2'-1" MIN. LAP SLAB SLOPES AT 1 PER 10" PER POST SLAB SLOPES 'AT 1" PER 10" PER ABOVE L O a - FT. AWAY FROM HOUSE FT. AWAY FROM HOUSE z z SLAB SLOPES AT 1" PER 10' PER Q Uj . . ° ' a 4. a' FT. AWAY FROM HOUSE Z a) Lo —cj PER MFG.4" CONC. FIBERMESH4" CONC.SLAB OVERW6M VISQ. FIBERMESHSOVERLABW6M VISA. O SPEC Sa° FIN.` GRADE FIN. GRADE ° FIN. GRADE w d W 1 1 /2" /\\ \\ 1 \ 1 44 1' • W/I CLEAN,OMP., � • ''� d /DEAN, COMP., W/ / • d.<° • CLEAN OMP., W/ BORA TERMITICIDE WOOD \ BORA—C RE CARE TERMITICIDE WOOD \ \\ \\ TERATMENT AT \ \ \\ \ TERMITICIDE WOOD TERATMENT AT FRAMING TERATMENT AT SLIDING GLASS DR. FRAMING FRAMING A-2 SCALE : 3/4"=1'-0" 3—#50 ROD EACH 3 4—#50 ROD EACH 3 4—#50 ROD EACH 24"x24" 36"x36" 36"x36„ WAY EuGUttt���i WAY WAY SQUARE SQUARE SQUARE �.�` q ' LPN ` Ns. J PORCH PATIO FTG. DETAIL K PORCH PATIO FTG. DETAIL L ORCH ENTRY FTG. DETAIL y F4 .: A-2 SCALE :_3/4"=1'—O" A-2 SCALE : 3/4"=1'-0". A-2 SCALE :' 3/4"=1'-0° llilll it NOTE. REINFORCEMENT BARS ARE TO BE #5 BAR GRADE 40 UNLESS OTHERWISE NOTED. FOOTING ARE TO BE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF OF SHE PROVIDED 1- ORD INTO R WITH 1-j"XE 4.. F CH/ 2 Co N 49'-5" 17'-2" 12' 20'-3" I I�■�---------- ■O o L 1— 2 31'-0" o I 0 0D -4" BFF +q— OW ------ I " I —0 —4BFF I I ■ I AV w j I � ■ I I E I ■ A-2 A A-2/DISP REF SINK RED m 3: 0 ■ paj C M I Av ■ 18.8' FIN. FL. ELEV. -#4 OPPER )OTE ID L1 I I I ■ I I I PC& A-2 I i 00 LID N \ \ w� I ■ BIFF A-2 \\■ \ A-z A-2 I I L - — — — — — ------ -- ---------^'— —-------� — — — '-1 VC \ 0 '' 4" BFF f r o A-2 SE T -' �- *� - L _ �-- J N ,.y 2 1.. 3 2 j1- I I cif¢% I 'I A I I - � I 00 A-2 r 01) A-2 0 I 1 N I N ■ I I ■ I ,I I I I I I A 2 L-- — — I — — — — , '�ARA�$O61------'--J ■ ■ 2'-8" ■ ■ 18'-0" 2'-8" 8'-5" 5'-4" 12'-4" 23'-4" 49'-5" FOUNDATION PLAN SCALE :'1/4"=1'-0" NOTE: ALL PLUMBING PIPING OVER 2" IN DIA. SHALL BE SECTION R311 MEANS OF EGRESS ` SLEEVED OR AND PROTECTED 2X PIPE SIZE - THUR R311.3 Floors and landings at exterior ANY FOOTER FOUNDATION SHALL MEET FBCP 2603 doors: ANY MISSED DOWELS ARE TO BE REDRILLED AND EPDXY WITH SIMPSON #ET OR EQUAL PREPARE SOIL TO RECIEVE 2500 PSI 4" CONCRETE SLAB W/ FIBER MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN COMPACTED SOIL WITH ( CENTRACOM TERMITICIDE TREATMENT) IN GROUND WITH SOIL © 2000 PSF FOOTER NOTES: REINFORCEMENT BARS ARE TO BE #5 BAR GRADE 40 UNLESS NOTED OTHERWISE. inere snau oe a landing or noor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal' (2-percent). PROVIDED 1- ORD INTO FO WITH 1-J"XB' F■I ■ 7'-0" DOWEL LAYOUT PLAN SCALE : 1/4"=1'-0" ANY MISSED DOWELS ARE TO BE REDRILLED AND EPDXY WITH SIMPSON #ET OR EQUAL 1'-4" W U Z Q w O o_ 0 Z_ Z U b g ^ Ada O w I" =sW ow2E UJ t_ Ui W E m� mo° Oc7 U o W or-� OnZ ~ W 00 cn Q c7 60 m I s Z) 0 U QWo UZ_J 11Um ® W OZQ -iILL ozQ Q w �� acz �mg o�z dS e�o� Qmo W o Z N � = g W Ni !Bdo V' ® (`J EW$ D= rW0 > I . N0-Q ® W 04 �J CQ Zrn W WHO U U7 X a 0 �-- W 2 0 o(o J FZ0 o W Q z ma W1=� sm� gDci W� D � HFr Z + m� 00 cn am€ U 11 F 8 ❑.~ W m� CDWZ Z Wr m=..V W W. ON nc; Wp W lL Z LL CID IPD LL W } r NDvm CDoW q� ��, m5� WLL� ZQ'T F' LL m $n3° WZW JQr m QO �c�n WDW DWGZ(Z }Q Q W �Nui � QQn 0_j ° -j 0 �m �a aE� rWQ08 9 Z W CC }m W W.� rn5 o W �W !-- W 1- Z . Z Z Z a.�a r 8a9 Zm0 =84p W Fr 0 W zoo CD ZW° LLJ(n W r� � ® Q M W M I C un �; 0 2) CD N _j CO r U oMCD<�` O J l�J X ILL M IJ Z < Q w ¢ w F— 0 Z v , 0 F_ O Wro Nw P,n � rZ �_rq ti C) 'nJ V LL Q CN i Y 4 W W A-3 OF SH 0 i N # = cn 3 0 V) W O 0 n0: � (a Q N W io =Ma0 # ovaO 77 0. N (D Q.UjC 1 :1 '4 Lff/t\ I O m I N YPICAL CONDENSING UNIT WI 1/ X1-1/2 TAPCONS TO EACH END H LE EDGE OF UNIT BASE TO CONCRETE LAB 17'-2„ 12'-0" 20'-3" 4" 1'- 4" d 6'-0" 12'-5" 10'-2" 16'-7" 4'-3" COVER PATIO 9'-4" CLG °o ADDUM*l 35 SH 34 SH EGRESS OBS/TEMPdl PR 25 SH WINDOW ■ ■ ■ MT nwi T _0 IC h rn I� BERAKFAST 13'— " ■ R/ 2665 BF I� 9'-4" CLG BSHW AR ED #2 4. BATH 9' 4" CLG 6,-4„ 4,-0„ W 3 2' 3" ro 6'-7" LO LO LIVING �� 9'-4" CLG — 2Q6_ a D EN 1 �0 5 H -- - ■ L1 39 4"KNEE WALL BEL N R&S 9'-4" CLG II 14"BARTOP r SINK A (2�,� /DISP AjVIC 4 m_!- I l -0 CES BAM: M I n 3'-4\„ , 10 MASTER BED II 11 0A 9'-4" CLG OVEN s�XRE �sse /MIc 1 r 14,- -0" - 10'-5" h 2Q6 10'r ' 3'- I BEDS --- 1 9'-4" CLG ■ ° I PR205 BF V DINI D "' 306 D I of"KNRE WALL 0■ 42 W ■ ■Z ■ LAUN. 5S 2 $ LA WC 3'-6" <r 9 _ LG I '-1 separated as required by Table R302.6. ■ ■ ENTRY I N EGRESS Lb 6 o PR 25 S1 j I N 12'-4" CLG WINDOW �j 3 "X60"X30" N N ADDUM#I A N AG RA BOX BELOV� - - 0 - 1" TYP. T 4X4 POST H N 1 22.5"X�o�JTl ■ 2' 1„ 3'-3" 0 AC,,,CFES8- J TYP. 8 RD. COL.W/14" CONC I - - TYP. 2X 0 BEAM W/1/2 FLITC N 2'-1" 2—CAR ARAGE 0 ADDUM #1 9'-4' CL o PROVIDED 3"X36' STEEL POSTIW/ 1# 5 ROD WITH 300 PSI CONCRETE UNIT PROTECTED HB �\ AREt1ES M]3DZ3_1--I------- I \ \ \ 6' 7' GARAGE DOOR I 3'-7" 4'-10" 4'-2" 8'-2" 18'-0" 2'-7" 8'-5„ 5-4" 12'-4" 23'-4" 26'-1,, 49'-5" N I O I v N O W ASE `00 N ADDUH #1 FLOOR PLAN SSC--AA�L--E77: 1 /��4"=V-0Q PLANTSHELF ®8' AFF LOAD BEARING WALLS CABINTS 0 7'-0" AFF TOP NOTE. ALL FILLED CELLS ARE AS SHOWN. SEE BUILDER FOR CABINET BLOCKING HT. ALL WINDOWS ARE AS LABEL. 20 MINUTE FIRE RATING AT GARAGE: 1. 1/2" DRYWALL ON GARAGE WALLS ALL GWB MATERIALS MEETS FBC 2017 SECTION 702.3.1 2. 5/8" DRYWALL ON GARAGE GELING 3. FIRE RATED DOORS TO LIVING AREA z 4. FIRE RATED ATTIC ACCESS 5. FIRE PROOF DUCTWORK REQUIRED BETWEEN AM UNIT N"'AND UVING AREA. n 20MIN.FIRE RATED DOOR TO LIVING AUG ? 0 ­ j AREA W/ SELF ENCLSURE DEVICE-; Perm-tt- J"NON SAGGING FIRE RESISTANT EjCEI�16y�i ti$PI ONLGARAGE ELINGRAS REQUIREDDYWALL BOARDBY St. Lucie COunty _„ FBCR TABLE R302.6 ALL WOOD AND WOOD BASE PRDUCTS SHALL BE PROTECTED FROM AND AGAINST DECAY. ALL EXTERIOR SHEATHING AND SIDING SHALL BE A MIN. OF 8" ABOVE FINISH GRADE LEVEL, AS PER FBC R317. SECTION R311 MEANS OF EGRESS R311.3 Floors and landings at exterior doors. There shall be a Landing or floor on each side of each exterior door. The width of each landing shall not be less' than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2-percent). 1 NEW OCCUPANCY SHALL COMPLY WITH ACCESS CHAPTER 403.2-404.2.4.4 OF THE F.C.B. REQUIREMENTS BUILDING MEETS ASTM E 84 AND ALL FLAME SPREADS AND SDI(803.1,1 THUR 803.9 REQUIRMENTS CLASS C : FLAME SPRED76-200 ; SMOKE- DEVELOPED 0-450 2) ALL GWB MATERIAL MEETS FBCR 2017 SEC 702.3.1 Area Tabulatuons Living: Conditioned Floor' Area: 1523 sf Conditioned Floor Area: 1523 sf 38,489 CUBIC VOLUME entry: 48 sf Patio: 9s garage: 497 sf other: 0 sf Total Area: 2164 sf W U Z F 0 0 Z_ Z e O _0 L W(DOWg 1.1.1 oQ0 U) Wm mQ ZW0 W � W o�Z ~ LU F— �� cn Q m o005 — ULL �° QWo U Z J aW4 Dow O W 1.m J !- 005Z C0 Q � Qmo Z gem �ao0 C7 O NLL E0 oaz � > N NI NCOQ O W N 3mE 0z<n W WHO O vi 0`°o J L00 sa WOF EUj W8a W (n Un c co (rZ + (n v Un II Or am€ W Wrs ZWZ Z U) W W O N a`3 pUl�-i-i za r�Ni� $m u_ W o a �0 W Lo r c c ma0 ZWIZ !!zU��M 1- u-Dj � ado W�� �WM U.0N Z U) Z}W NZN AP Zm ppQa ogo 'I W U C\jQ _ Fm QW Oa Qen W Ha-. nE� Boa t€a Z F- Z�Z Z --j Z l8$ ZOo a� U8� Q�r WesIIC7VLD ¢ _g WO w QO �W� Qw 3Do a� �S V f Nt LU c c Lm C) o � CV J Tn 00 ti a) M O Q NT � J x LL LL 0 C c p U) a) Z W U) o LLI z W y=m Ncn 47 W Q O d CD _ Z A./'� 04 W Lj �\\\\\iiiii a lE n lGlrr////7/r/ �� • \,\GENgF *. 'N 13g, OF f ///rrlll ! 111111i\i1\\ ZiNtt I NU i ,OF —SHEETS R TYPICAL DIM. SHINGLES OVER#15 FELT ON TYPICAL 7/8" CEMENTIOUS FINISH 7/16" OSB SHEATHING OVER 7/16" OSB SHEATHING WITH WEATHER -RESISTANT SHEATHING PAPER AND PAPER BACK WIRE LATH 0'-00FIN. FL. — — — — — — — — — — — — — — — — — TYPICAL ROOF FLASHING 26 'GA.16"WIDE WITH 1—h" GALV. NAILS 0 8" ON EDGE CONTS. WITH %TERPROOFING ROOFING SEALANT LLEY jVD ROOF TO ROOF MEETS FBCPn3.2.1 TYPICAL 7/8" CEMENTIOUS FINISH 5 OVER 7/16" OSB SHEATHING WITH II WEATHER -RESISTANT SHEATHING �LJ PAPER AND PAPER BACK WIRE LATH -0" PL ------------------- \ ------- ZZ ---------------- TYPICAL, 5/8" STUC 0 FINISH ON 8" CMU 9'-4" PL HT m 0'-0"FIN. FL. 0'-0"FIN. 9'-4" PL HT -4" TYP W U Z Q O 0- 2 0 Z_ O Z Q CE F- Ow 1 QW� w OU) Lij UD w Of III r) W � CZ7 Q w (� 5 0 Fn _ U QWo UZJ 1) WW 0 LU 11 ED 0-0 U) LL zenU U) OOQ Q W 0 5 Z Q 0 m 0 < 0 w Z � too ® N rW0 NU)Q Q W u)OZu w cr W0 (' 00-0 ' :E C ui Q onoZJ �r0 LLJ 0 ? U3: Q::)M FW�LQ Z+ 110 II w F- �3WW ZW ON WUU z° cm OWu' H- W% co 4 w ZU J LL) aCaZ cc O ZQ't F Wcd co WDW JWco 0Oc C7 D ccn ZC9 Z .. z � 0 ogs 0 IzQa OUP n Sa N r Z J cn9Z I U)W } 0�Z ¢Z Z�0 aC W Z T11 ❑ Er z00 LU W U) LL :CL-,L Q ©o J l'J O L ! ® O Col J 00 col r- O co O Q J X LL cu L ILL. O O U) z < W _j w rr z �(D m 0U CV �.�. W L O j Q Q tp) O L J a) LL r- O CV � W d NORTH SIDE ELEVATION SCALE 1 /4"=1'-0" _ 4 T y�: L���t�.`�``,�. III N I4\\\\\ SHEET NO A-5 OF SHEETS 23J00I1-12 MG JADI9YT HO TJ39 d1# 93VO DNIHTA31-12 820 "8l`\7 TYPICAL 12"x48" MTL 12 OFF RIDGE VENT I5 5 5 TYP 6'-8" HD. HT -D HD.H 0 -0"FIN. F . 61-1 T-10" TYPICAL 5/8" STUCCO TYPICAL 5/8" STUC 0 FINISH MU ON 8 C FINISH. ON 8 CMU SOUTH SIDE ELEVATION SCALE : 1/4"_V-0" it 9'-4" PL HT OL r'' 0'-0"FIN. FL. W Q Z a N W O a z_ a $ QCc b C mm ui0W �� °ao u) ui 5M cD°o W I�r zIrW �°_ D 0 u5 Q L) °° a-W U Z J m 00 ❑' ❑❑W p uj < O O U) m`9 L W U)) 6Q� V I W �E z Cc mop O—Q Q LLJ ® _ dnA F J iD w Qm❑ ', 1 .20 =N❑ W m ��� sue/ aa �❑U s°°o � E (mo r W❑ N �y o`g o a z LL c\j NUa O 3NE ,J)zcn W u C� �❑ ui 0 (D — I '^TO L z dv CwoL r� C '6 MM �" Irr- 2 NEo LO Wb)Lr) 0 ~Z+ CEO CE m02 gm If H zOz W III�r °5 $ gym= C7WIII wUU ZW C7a ON ODDS n $m CROLL W ZC[O U❑ ZZr} J� F LL.. _;CC n82 [[ d U WZW 6(2 T c9 m QO ; o m W S W I 5 WCO (7 Q❑ Et z Z � J Z }W Qaa >> og�� N W L 3 �mr W W a� P U> r Qa T W J nE� o $ WSW z m WCp -3o z 3 Z zoq =8 WZ Fr Ir O P zoo U)�8. zWU WALL F JU) F. o UQ 38� a � U � Q c/) M W d o Q0) C Ln O p U N J a) 00 N 0 U M o Q ® p' LL X LL 0 V J r, u Z W Q W F— ry 0 vr/1 ) L U Z W 'm NU) \� O 04 7_ �W 5 Q �' LO Z C � J rrnn V _ C\j� LL ~ CIO Q 04 i^ C W CL / //,�SSttQjjjUjlAl. lfll������,```\ A-6 OF SH mmx ROO FRAMINGPLAN SCALE 1/4"=1'-0 A o �i F ❑ w g LLi a o (n Lw 0 W LL- w ❑ w�11 J n CZ'3 m d Q UJ w <�o UZ� ❑22 ❑m O LU <( o � oo LL '('n^^ ®_ ft. (5w ZZI OOQ VJ Q V) ❑5ZCc C� 0m❑ =ag w Z 1f) (D❑U r-W❑ U®\\C�I NU)a O S cn LU N >❑Z_ Er W>O C� 7-0 �...� O W C�g 0 coo � ®J (TO LZO LLJ QDr> FcnLQ Frz+ 00° cr ❑w Z w CZ7 w Z cn�— O 0 (7pw w zao z Z W�LL, H j Z cn Z WQ¢ E- a o TZJ w❑a ^Z FV/Cc oz°Cz Z T Z cE;jFr o� tr wZu zO V V O ZwW FLU-U) U) M Ilm a �� OMN' Z J Lo Qm L- c:) 0q o O w� O ❑ N �Zw cf) Z N Qa 0 c N CC c 8 c M M � 0 0)O ® J `n a� M ~0 0 J LL X co V C 0 LL U) Z < W _j W 0 3: Z a) C� L14T Q m N 4 W dovry / C p Lf) J O CN i -c� W a_ W U Z Q O (L z ■■ ■■ Z ■ ■ Q o U 0 3 V9 _O WLu C O N ONm ZONE 5 Owl W ZONE 5 +25 2 ZONE 5 ZONE 5 0 Q O cn W W +23.2 0 Nrq -33.3 +21.8 +23.2 Lu Z LL m N p -29.4 -26.5 -29.4 0 Z Q W om- DOU5 � _ ma° ■ ■ ■ r ILL mdO U Z'01 0 Lu ; I o OWQ OjO ♦ ) Q of -`0E >Zo V J L.I� `° ° a I — BEN LL rn➢ 5 -- Z Cca w o W o$ 0�_ dn� 05Z � Q so> m o ■ QCY1 ❑ O TN< W Z Pi a v ■ c~oOU O N E � Lu > bF. oa O W N 3'E 0 Er ■ II WHO C� ZONE 5 I f X a 0 +22.6 Mu I III / \ pO ■ W 0 ui O II III/ \I 110 0M J -28.0 ail I--y Jr0 ■ I n ZONE 5 �, Zu o �Z iLLOM +22.6 w F o II ■ -28.0 Q�ri �In `p ON Ir Lo ■ I w (p Lo wno ZONE 5 ® Qo+ � aa. +22.6 OUH w W$ LuFW ZW OWN —28.0 Oz W �r m=z ■ W LL W Q CoLL L' a / --- I ■ ZWO Uz -JLo 26 2 /\ ■ --- I I �aU F�M m LLo d3o 5 11 I �D[[ �LuCo O ON roe +22.6 11 Z z Qa o g � �3N -28.0 ■■ ■ ■ ZQQ OUP 'o ■ W f-d aEn ZONE 5 TZ-i Loo +25.2 cii O Z as scaaa. Lli ZONE 5 z Z Z z ada ZONE 5 I ap z_�o ga= +23.2 +21.8 -29.4 . ._ / LU yg WoCi Z O a Lli ■ I ® -\ \i� ■ W(n LL a0 (QQ 3ao ❑NL o Q d' W O ■ ■ C Lo p V Lm O N J OD WIND LOAD PLAN — aa)i M ~o Q I ' 0 SCALE: 1/4"=1'-0" U � O , MRH = 25' L " ,c O BUILDING WIDTH = 49.41' U) a� O U) BUILDING LENGTH = 52.6' �, Z ROOR SLOPE = 5/12 Q w J ■ ■ ■ ■ -za— Of W ZONE 5 FLORIDA BUILDING CODE 2017 6TH EDITION ~ O z +45.2 3-SECOND WIND GUST U) V _ —43.3 W � m N U) 04 W Q O Z _c> rzn Ccq J V ~ O N w L W a P l[ r` T /lC • � NAIti fill 1111% o\ SHEET NO A�8 OF SHEETS OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND i 200 AMP SERVIOE- 200 0 3/0 OR 250 MGMCOPPER AMP _THWN 3 COPPER IN 2 1/2" CONDUIT METE #6 COPPER TO 60 AMP MAIN PULL—OUT TO AC —COMP. DISC. 6 COPPER TO AHU 12 COPPER —TO BEDROOM ■ ■ AND GFI OUTLETS ■ ■ TYP. ELECTRICAL #8 COPPER TO OVEN NEL (42 CIRCUITS #14 COPPER TO LIGHTS AND OUTLETS FAN/ LIG T #4 BEAR COPPER GFI/WP 6, 0O j -----� AFCI AFCI AFCI #2 GROUND TO 5/8' ROD (10' DEEP) D I UNDERGROUND ALSO SERVICE TO B BONDED TO BOND BEAM STEEL -- IIIG 4 L. . — ■ SERVICE BY , POWER CO AND FOOTER STEEL RE -BAR u AFCI O SD/GARB. FAN/ LIGHT Q / FI I i AFC139 all (II o u FCI SD/, CAi—ti' I GFIGFI 11 I I I II ---FGI O SD/GARB. O SD/CARE. I o- AFC II — II AFCI AFCI PANEL 200 AMP. ------------------ II I ■ 11 GFI/WP ■ ■ I I FAN/ LIGHT FAN/ LIGHT AFCI ELECTRICAL RISER SCALE : NIS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/ APPLICABLE PROVISIONS OF NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. ALL BED ROOMS TO HAVE ARC FAULT OUTLES ALL KITCHEN AND BATHS SHALL HAVE GFI FAULT OUTLES BUILDING ELECTRICAL CODE NEC. 2014. ALL SMOKE DETECTORS ARE TO BE INTERCONNECTED. ELECTRICAL PLAN SCALE : 1/4"=V-0" _ ELECTRICAL LEGEND SINGLE POLE SWITCH $y 3-WAY SWITCH 4) DUPLEX RECEPTACLE OUTLET AFCI0 ARC FAULT DUPLEX RECEPTACLE OUTLET Jam` HALF -HOT DUPLEX RECEPTACLE OUTLET SNP DUPLEX RECEPTACLE OUTLET (WEATHER PROOF) ,QbFI GROUND FAULT OUTLET 0 220V OUTLET FAN/ LIGHT FAN/ LIGHT COMBO BRACKET LIGHT SURFACE LIGHT CAN LIGHT 2x4 FOUR BULB FLUORESCENT FIXTURE 0 EXHAUST FAN 0 SD/CARE. SMOKE DETECTOR HARDWARE (TO HAVE BATTERY BACK-UP) SMOKE -CARBON MONOXIDE COMBO KI CAT 5 CABLE N TELEPHONE JACK LO DISCONNECT o ELECTRICAL PANEL 200 AMP, FAN/LIGHT COMBO PREWIRE ONLY �- GARAGE DOOR OPENER JAI FLOOD LIGHT NOTE: ALL BED ROOMS TO HAVE ARC FAULT OUTLES AFCI outlets are required to be in living rooms, dining rooms, sunrooms, family rooms, dens, libraries, bedrooms, parlors, and similar rooms or areas. NEC 2011 section 210.12. All outlets to have in all areas specified in NEC 2011 210.52 all 125 volt, 15 and 20 ampere receptacles shall be listed tamper -resistant receptacles. NEC 2011 section 406.12. Electrcal must comply with dwelling/garage opening protection. garage door must be 20 minutes fire rated and self -closing. FBRC 2014 section R302.5.1. W U z Q t- O a ❑ z_ z c e U b C -O w Q W W =�$ °ao U) W 52o 0 W CL fr ❑ <BN'ozw Q U)0 < 8g`§ ILw 8`mQ❑ U❑WO W <ao;o- LL oz 2Q Q W - m � �❑0 ch nW 05Z CO Qm❑ 7 ^ a (0 ❑ O C/ O r� E `a �W❑ 1 oaz W N�Q ® i`� 3�E (1)z❑vi W W 3 o (D Ua0 �— .2, O OHO J mz $ WLjj a �m 00 ❑ C0 g e wrrLo .gW �W IS o + CO W UUu g W m� (3 W W Z W O N a.H OD C\1 pwLL Za o�i� €off 07 111 W o v � g Ao� ZaUO Z<T Wm n o WCDZ)J� U�nQO W d Q ❑ to zz e£�g�ogW� Cl)OQa o Co R � NCCWWQon- ffna F a aE£ r W J 5° P cn❑z aid 0WW m� tW� z°.z 3 Z g Q Zoo $� Fr Ir o a - wZ� O=mm /� C zOO V%°C U U U W W G7 r.� WW� o oQ 3°° o� T� U T Q W W �� 'O Q0) CD ON J Q M ~o U .�� O _j X ^ L LL co LL O U)® U) Z � W Q U) ry W O �/1 Z v J W .gym tea) N W Z _ C/' ® J v LL ~ ��_//�� N L U VJ a_ W a A-9 OF SH m F\- I 00 I J 00 v J iAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST 8r PRESTRESSED U-LINTELS "'�'``►""' GRAVITY SYMBOL LENGTH TYPE BU8 8Fe-0B BF12-O8 BF18-OB 8F20-OB BF14-� BF2B-OB aF32-0a 8FB-1B 8F12-1B 8F16-1B BF20-1B BF24-1B BF28-IB 8F32-1B L-1. 2'-10'(341 PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3165 4473 6039 7526 9004 1O472 11936 t-2 3'-6" (42' PRECAST 2302 313E 3377 4689 6W1 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 L-3 4'-0° (46� PRECAST 2029 23M 2496 3467 4438 5410 fi3B4 73H 2646 4473 6039 7525 9004 10472 11936 L-4 4'-6" (54' PRECAST 1651 1787 1913 2657 3403 4149 4896 5544 2170 4027 6039 7526 1 9004 10472 9668 L-5 5'-4" (64' PRECAST 1184 1223 1301 INS 2317 2826 333E 3846 1665 2989 5057 6096 5400 6424 7450 L-6 5'-10"(70' PRECAST 972 10aa t059 1 1474 1889 2304 2721 3137 1459 $484 4144 5468 4437 5280 8122 L-7 6'-6" (78', PRECAST 937 -- 2103 3253 2746 3358 3971 4555 1255 2101 3396 5260 7134 8995 fi890 L-8 7'-6" (901 PRECAST 767 1029 1675 23B5 1904 2439 22188 3333 1029 1975 2610 3839 5598 1 6513 1 5047 L-9 9'-4" (112' PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1315 2544 1 3469 4030 3IZ7 L-10 10'-6'(126') PRECAST 456 482 802 1125 915 1 1122 1328 1535 859 1025 1514 2051 2774 3130 2404 L-11 11'-4"(136' PRECAST - 445 598 935 1365 1854 2355 1793 2075 598 935 1355 1854 2441 3155 4044 L-12 12'-0'(144' PRECAST 414 545 a54 1254 1689 2074 1579 1818 555 894 1254 1693 2211 2832 3590 L-13 13'-4°(160� PRECAST 362 427 726 1028 1331 1635 1224 1418 485 74B 1076 143B 1855 2343 2920 L-14 14'-0"(168') PRECAST 338 381 W 919 1190 1462 1097 1260 455 700 1003 1335 1714 2153 2666 L-15 ' 14'-B"(1761 PRESTRESSED. N.R. RR MR MR MR MR MR 455 755 1370 2045 2610 318B 3765 L-16 15'-4"(184")PRESTRESSED N.R. RR NR MR MR MR MR MR 420 as 930 1250 1855 2370 2890 3410 L-17 17'-4"(208") PRESTRESSED N.R. RR MR MR MR MR MR 310 950 1400 1800 2200 2600 L-18 19'-4"(232' PRESTRESSED N.R. RR xR MR MR MR MR 240 400 750 1090 1400 1720 2030 L-19 21'4°(2567 PRESTRESSED ' N,R• MR MR NR MR MR MR MR 183 330 610 940 1340 1780 2110 L-20 22'-0"(2647 PRESTRESSED N.N. MR Np MR MR RR MR NR 1so 300 570 am 1250 1660 1970 L-21 24'-0°(2881 PRESTRESSED N.R.. MR N4 MR MR MR MR MR 130 240 470 720 1030 1350 1610 8" PRECAST & PRFSTRFSSFD U-1 INTFIS UPLIFT LATERAL SYMBOL LENGTH IYPE,. 8FB-1r 8F12-1T BF16-1T W29-iT BF24-IT 8F28-IT BF32-IT 8U8 8FIT aTi-2r Bn2-2r of e-2r BF2o-zr aF24-zr Bvee-zr BF32-zr L-1 2'-10"(341 PRECAST 2727 2B78 4101 5332 6569 7011 9055 2021 2727 2784 3981 5190 6407 7630 8857 2021 L-2 3'-6" (42' PRECAST 2165 2289 32e0 4237 5219 M7192 1257 1257 2I-0 2215 3165 4125 5091 6061 7038 L-3 4'-0' (48' 1878 1989 2832 3580 4532 5387 6245 936 936 1978 1925 2750 3583 4422 5264 6110 L-4 4'-6" (54' PRECAST 1860 1762 2507 3257 4010 4767 5525 727 727 1660 1705 M3171 3913 4658 5406 L-5 5'-4" (64' PRECAST 139P 14841106 2741 3375 4010 4648 505 505 1393 1437 2670 3293 3920 4849 L-6 5'-10"(70� PRECAST 1272• 1357 2505 3084 3665 4247 416 418 1272 1315 2441 3010 3583 4157 L-7 6'-6" (781 PRECAST 11416 1200 2250 Z769 3290 3012 707 887 1141 1182 2192 2703 3216 3732 L-8 7'-6" (90' PRECAST 959* 912 1914 2354 Z797 3240 591 657 990 1029 1907 2351 Z797 3245L-9 9'-4* (112') PRECAST BOt* 512 1269 15M 1852 2144 454 630 801 755 1192 15M 1910 2271 2634 L-10 10'-B'(126') PRECAST 716* . 998 793 1027 1261 1496 1731 396 493 716 811 1039 1389 1711 2034 2358 LL-11: 11'-4"(1361 PRECAST. 886" 439 e9e 899 1104 1309 1515 363 556 666 535 905 1295 1595 logo 2198 L-12 12'-0'(144� PRECAST 607* A00 331 B16 tact 1186 1372 340 494 631 486 919 1209 1514 1799 2086 L-13 13'-4'(1601 PRECAST R 340 BBB 841 997 1153 302 39a 573 409 e82 1004 1367 1637 1897 L-14 14'-O'(16n PRECAST 45B* 316 493 B35 778 922 1065 548 378 829 922 1254 1567 1816 L 15 14'-81176'PRESTRESSED 243 295 459 591 724 857 990 357 243 352 582 852 1156 1491 1742 L-16 15'-4(184' PRESTRESSED 228 z7e 430 553 677 Bit 92.5 NA 3Z7 7 228 329 $42 791 1072 1381 1676 L-17 17'-412081PRESTRESSED 188 236 341 464 597 670 774 N.R. 25s 188 276 449 60 874 1121 1359 L-18 19'-41232")PRESTRESSED -165 za7 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 L-19 21'-41256°) PRESTRESSED 145 11 27! 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 L-20 22'-012641 PRESTRESSED ' 140 137. 180 205 255 322 343 457 1 418 607 493 1 771 1 558 947 N.R, 161 L-21 24'-01288') PRESTRESSED IT7 124 1 165 186 1 20 290 1 312 1 408 1 380 538 447 1 680 1633 515 NA 135 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS w.n GRAVITY SYMBOL LENGTH TYPE 8RU6 BRF6-M 8RF6-lB 8RF70-0 8RF10-1 BRF14- 811RF14-1 8RF18-0 BRF1B-1 BIB22 8RF22-t FZa 8R-0B MM-1B 8RF3B- 8RF30-1 D-1 4'-4" (52' PRECAST 1489 1591 3053 29e2 3954 4929 5904 6880 1027 3412 4992 6472 7947 9416 IOUs D-2 4'-6" (54� PRECAST 1357 1449 2792 2714 3600 4457 5375 6204 1702 3412 4982 6472 7947 9416 IBM D-3 5'-8" (6n PRECAST: 785 932 I502 15M 2053 2566 3075 3585 1153 218T 4074 6472 8516 5814 ON D-4. 5'-10"(701 .PRECAST 735 T79 15M 1449 1924 2400 2876 3352 1103 205Y 3811 B472 8516 5450 6411 D-5 6'-8*. (80� PRECAST . 822 907 1077 2833 06 3223 3872 4522 907 1677 2933 4100 6730 8177 B7o7 D-6 7'-6" (90' PRECAST 665 761 1377 2252 ION2451 2944 3439 764 13T/ 2328 3Ba9 5482 8624 5132 D-7 9'-8" (116' PRECAST 371 420 535 834 12s3 M 2179 1342 2618 1s14 3595 1886 2875 TYPE DESIGNATION # MWEBt1 R Q D P MATERIALS ` GENERAL NOTES SAFE LOAD TABLE NOTES - - F -FILLED NTH GROUT / u - UNFILLED Q d. .. " CLEAR L' CD 1. 2. • fc precast lintels = 3500 psi. fc prestressed lintels = 6000 psi. 1. Provide full mortar head and bed joints. 1 2. Shore filled lintels as required. 1. All values based on minimum 4 bearing. Exception. Safe loads for unfilled lintels must be reduced b 20% if bearinglength is less. than 6-1/2". QUANTITY OF 5 REBAR AT # BOTTOM OF LINTEL CAVITY F < W x:' .'a ''4 C.M.U. 3. Installation lintel 3. f c rout = 3000 psi maximum 3 8 aggregate. g p / /, of must comply with the architectural and/or structural drawings. PY " /Safe loads for all. recessed lintels on 8 nominal bearing. g m. a 4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2 long notches at the ends to accommodate 2. N.R. =Not Rated. Q C (' 8 1 1 B 1. / T N ''a' ' GROUT minimum net area compressive strength = 1900 .psi. vertical dell reinforcing and grouting. 3. Safe loads are total su grlr71 osed allowable load P p on the section specified. - V I `� 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. p 5.AIl lintels meet or exceed L/360 vertical deflection, except lintels 1T-4",and longer with a nominal height of 8 meet or exceed L 180. 9 9 / 4. I,5. Safe loads based ongracjg 40or rode 60 field rebar. g Additional lateral load ca®®Eity be obtained by the designer, -J z 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel. cavity. :. can by providing addional reinforced maso r4t above the precast lintel. NOMINAL WIDTH QUANf TY OF #5 • e # 5 REBAR AT BOTTOM OF LINTEL. CAVITY 7. 270 low relaxation. 7/32 wire per ASTM A510. 7. 7 32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage B. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonr units. y r ' 6:, One #7 rebar may be suggtituted for two #5 rebars in B" lintels only. NOMINAL HEIGHT - T TOP REBAR 8. Mortar per ASTM C270 type M or S. 9. Safe load ratinge based on rational design analysis per ACI 318 and ACI 530 7. The designer may evaluate concentrated loads from the safe load tables by calculatin the maximum 7-5/8"ACTUA BOTTOM REINFORCING PROVIDED IN LINTEL 8" PRECAST W/ 2 RECESS DOOR U-LINTELS UPLIFT LATERAL SYMBOL LEN( 7} IYPE BRFB-iT &tF8 2 BRF10-1 8RF10 aRFl4-1 BRFl4 ORFIB-1 BRF18 8RF22-1T BRF22-Zr 8RF26-iT 8RF26-Zr 8RF30-1 &870 8RU6 BRF6 D-1 4'-4" (521 PRECAST 1244 1573 2413 3280 411E 4967 5825 932 932 1244 1519 2339 3170 400B 4850 56% D-2 4'-6" (541 PRECAST 1192 1507 23r1 3121 3937 4756 5577 853 853 1192 14% 2240 3036 3037 4643 5453 D-3 5'-B" (681 PRECAST 924* 1172 1795 2423 3055 3589 4325 501 501 9za 113z n4f 2357 205a 3803 4230 D-4 5:'-10"(70' PRECAST 896* 1138 1742 2352 2955 3581 4198 469 469 898 1099 19®6 t 1 t 2268 2891 3497 4106 D-5 6'-8° (801 PRECAST 77B 882 42 un 3107 3642 830 1100 776 956 97 2509 3035 3563 D-6 7'-6" (907 PRECAST 658 697 ts !1762 23 2280 2225 ut3 2753 6903157 nos ]OBB 32z7 1995516 710 941 614 t D-7 9'-8° (116'PRECAST* 433 MOF 89 1729 2450 9 Feslsting moment and shear at d-away from the face of support. (VARIES) *REDUCE VALUt by 15%' FOR GRADE 40 FEW REBAR 8; For composite lintel heightg not shown, use safe load from next lower height. 8" NOMINAL WIDTH 9f All safe loads in units of Pounds per linear foot. I W U Z Q 0 o_ p z p z Q 0 OW m a ❑W2 LU mg� OU� //) 1,' VJ �� a Em en zWp W mpoo N�N irW �-C LU NNc 9 iri)Va Aga Qao U Z9a opW 0 LLI Q m=m 030 U) ®EE @ WUJI ZV � a'9 5 ; E t0�c OzQ P00 W /�/ amo 35W p�z C0 1..1� `i> On C g W Z 0O\ oho a maN r�000 C� E r LU p / N r D-Z N�Q 0 W N a� 3�E ZZ Cl) W LU ` O (D U) LU 2 p it (0 -J 15 E r 0 (nZQ �0Z ma �U3 omc soR Q::)0 IS Cc0 2i20 E g H-�LO °", o$m W Z + UC) II (D Ir gm� ZpF- W y'r ZW ON or CO nz`_; FnFW W W LL Z a OD C\I (1 W 't €° f- lL z O , 0 Z J LO ZQcd'3 WCO a Wo= a=0 FEa00 WZW Dj Ji.3`r O] 00 .TO Wpm WCO O ON 16 Z m Z m Z >-W 0Q° gt w CM U� n Oa WQQ N d V rZ-iLU don 1np _Z WTnW a9� W m O1WEF m Zrz 3 '7 Z 8aQ Q00 Zcor LcIt r5r W Z � Z-0 3- U)Wcf) �a WHo C0 c UQ 0 rn 3 o � U oQ M W 10 C Lo o C.) O N ._-1 N 00 r'' 0 UM M o <C O J U LL 0 Cn o U) U) �, o < W Q W O r/) z W ��-'m �cn N LLI 0 1C) Q Uj d rZ �_ O Lj J v IL ~ c 04 U) W W i12 Irl> A - 10 OF_SH 2x12 #2 SYR W/ 1/2" PLYWD OR 7/16" O.S.B. FLITCH 2x4 CRIPPLES UNDER HEADER & 0 END OF HEADER -� 12 x8" "J OR "L" BOLTS OR 12'x6" EXPANSION BOLTS 4" MIN. EMBED © 21" O.C. MAX. U.N.O. W/ 2"0x1/8 WASHER 2x4 P.T. BOTTOM PLATE i I A HEADER DETAIL @ I A-11 SCALE : NONE W U Z h Q O a Z_ PROVIDE STD. BLOCKING PROVIDE STD. BLOCKING FIRST THREE TRUSS FIRST 'THREE TRUSS °® 0 BAYS PER BLOCKING BAYS PER BLOCKING Z n DETAIL ! 8d - 4' OC DETAIL r 8d - 4' OC 0 $ I I ° PROVIDE 4 #2SPF F ROOF ~ ° ° ALL LAPS 25" -MIN. (TYP.) a ^ • v § THING CAB BRA AT E SHEATHING w(9 W VERTI L TRU VIER I AL US- 0 O a PROVIDE 4 M ER V 42 WALL SHEATHING " WALL SHEATHING HTS 24 DOWEL LAPPED WITH 01- W T 8 "X"-BRACING 0 UNS OR AIL d " PROVIDE 4 M R ER w MTS 12,16,18 WALL REINF. 10' HOOK 0 nag I UI- m� X -BRACING UNS OR N TOd 1 LSTA MIN. C7W0 w g� TRUSS BAYS BACK P R OC: BLOCKING DETAIL gLF TRUSS BAYS BACK R 6' OC. GABLE TRUSS 12.16,18,24,3fi E1-#5 REBAR VERT. ® �jz 2x4 TREATED SPF BLOCKING DE A L CORNER CONT. FROM J � zo Q u) BOLTED TO POURED FOUNDATION TO BOND BEAM. p — a2n � LINTEL W/ 1 /2"x8" AB L 3/16"x1 m aX.. 0 �11 W o OR 5/8" REDHEAD 0 16d 6"OC ° 1/4" Q W 0 w N • [�\) , vvM' C ILl32 0 C. LLI TAPCONS L-p m m m 2-#5 BAR - 25" MIN. �� lEd -16"OC TRUSS BEAM OR "o z p Uri L my OVERLAP SPLICE FRAME WALL 1-1 /4' J F e OE ILL $ TRUSS #5 CORNER BAR Z p Q m Z Q ° BRACE ALL MISSED STRAPS W/ TAPCON GROUTED CELL - p ® nm° AT EACH TRUSS. DBL STRAPS 0 j Z BRACE r AT GIRDERS.. EACH TAPCON = Q m 0�2 =a 500LB UPLIFT 2N W m�8 g W TYPICAL 1- E = a CAL CORNER �� m I I RAP o MISSED STRAP c.� E VERTICAL Iwo > ' °s L WALL REINF. C CONNECTION D W L a �=m Z N CMU GABLE END FRAME GABLE END N o I A-11 SCALE NONE A-11 SCALE 3/4 =1 -O" � 0 Q W �!� 3� E Z_ cn SEE FOUND/FLOOR PLAN FOR REINF. REQUIREMENTS 3 0 (� U) O B 1/2" COVE ° GABLE END WALL DETAIL �i w o� aca A-11 co SCALE NONE m STANDARD HOOK BOND BEAM z 0 cn 0 I g % I- 8 TOP CORD. BLACKING AT 4, w Z a' " w0_ 2°n I O.C. MAX: IN FIRST 3 6 MIN. —�—. w om� FRAMING SPACES AT EACH a a p o o END. QDri8 ROOF SHEATHING �wai€ �z LO TYPICAL: 8"x8"PLYWOOD GUSSET a TO EACH FACE W/ 486d NAILS TO e d VERT. REINF. U U) am€ 434 EACH CHORD SPACED AT 48" O.C. 2x4 #2 SP PI z r 1N GROUTED Z 0 Z III r a �� MAX. CELL 9 w w Z w O a 2x3 1/2" x 7 BOLT W/ w U U Z° N,t 4 NUT & 2x2x1 /8 O hw LL w} M WASHER Z v OR ��� J�c� m po .; DUILDING WIDJ( )-FO 3" CUT ', a W39 Z W � w� p 00 s 354 E 4" OC Z N Z } W � Z �i � � • • • • • ea.4• zQQ D d n 0d � n - 3x4 3x4 3x4 _- FILLED CELL ;. 2'-1° LAP. IN: w r a $E� 2x4 #2 SPF X-BRACE W/ W J°p 48' O.C. MAX. Q o 2 12d NAILS AT EACH =' N 0 Z n CONNECTION ON6Y ONSPANS ICLEANOUT 8 w W m OVER 16'-0„ - F- Z. Z Z 7 ") Z S8a BUILDING LENGTH poo �' pi D PIGGY BLACK DETAIL Z�r o L8 ` A-11 SCALE : 3/8"=1'-O" FOR GABLE END FRAMING ONLY w Z STANDARD HOOK Zo0 eA V1 �I „„�,� pUU w w(J) 2 m ALL FIREBLOCKING.MMEETS FBCR 2017 SEC 702.3.1 ROOF SHE: LAYOUT FRAME WALL TO H WALL,, REINFORCEMENT DETAIL ' DOUBLE TOP PLATE TRUSS CONNECTOR A-11 SCALE: NONE F AND DIA"PHR.AM BLOCKING G BLOCK WALL CONNECTION CRIPPLE STUDS TRUSS (OR A-11 SCALE : NONE (A-11 SCALE NONE B K STEP DOWN TIE BEAM A-11- SCALE : 3/4"=V-0" HURRICANE CUPS OR TRUSS ANCHORS - SEE ROOF TRUSS LAUOUT FOR SPECIFICATIONSTRUSS CONNECTORS SEE ROOF PLAN STRAP TOP PLATE & HEADER TOGATHER W/ MSTA12 0 32" O.C. MIN. U.N.O. 2x4 STUDS 0 16" O.C. #3KD SYR OR #2 SPF MIN. U.N.O. HURRICANE CLIPS SP1 OR SP4 0 21" O.C. MAX. NT. LOAD BEARING WALL TYPICAL: 2x4 #2 SPF CONTINOUS LATERAL BRACE ATTACH TO TOP CHORD OF TRUSS BELOW W/ 2-16d NAILS AT 48' O.C. MAX. 20 2 3x4 M'I �XI ICI 1' �ILy, itSIMPSON •12 • EACH STUD HEADER PER SCHEDULENAIL s ,spi •4 a a d /1r 12 12 0 5n PRE-ENGINEERED TRUSS 024" 5� C c:O ) O V G.C. W/ HURRICANE ANCHOR ON PRE-ENGINEERED TRUSS 024" N J 2'-1" LAP 2'-1" LAP EACH TRUSS. (SEE TRUSS LAYPUT FOR TYPE ANUF.) O.C. W/ HURRICANE ANCHOR ON EACH TRUSS. (SEE TRUSS Q M ® 0 PROVIDE BUILD. LAYPUT FOR TYPE & ANUF,) J PAPER OR STEEL R-30 MIN. PROVIDE BUILD. C LE c U PLATE BETWEEN INSULATION PAPER OR STEELS LL 0 TRUSS & C.M. . PLATE BETWEEN VARIES J U) VARIES TRUSS & C.M. . SEE ELEV. 0 U) 1-#5 BAR yyyyyyySEE ELEV. Z CONT. (MIN. I¢-- 25" LAP) W U) 5d COOLER NAILS OR W LLI TF_Q GW854 0 7" O.C. 5d COOLER NAILS OR t i 0 1/2" GYP. BOARD GW654 ®7" O.C. f Z FASCIA FILLED BOND BEAM W/ 1-#5 0 1 /2" GYP. BOARD 1- 0 SEE ROOF CONT. W/ 25" SPLICE MIN.°" FASCIA m CV CV W PLAN FOR PRECAST HEADER W/ SEE ROOF FILLED BOND BEAM W/ 1-#5 0 U U5Q MT 7_1 � O.H. 1-#50 FOR OPENINGS PLAN FOR CONT. 'W/ 25" SPLICE MIN. LENGTHS OVER 6'-0" OR POWERS O.H: PRECAST HEADER W/ N P.T. SILL PLATE POURED CELL METALVERT DRIP LO P.T..EFURRING AL -FOIL LGWi R 3/4" METAL DRIP EDGE OVER Fr �6'-0" OLENGTHS FOR R POWERS NGS 40.0. C N O 1/2"x8" ANCHOR W/ 1-#5 BAR AS SPECIFIED BY BUILDER INSULATION OVER P.T. 1x BTE@DfBlmlE1R BUCK r LL ~ BOLTS AT 21" O.C. CONT. NON-STRUCTURAL 2x6ST CV ' w/ #3 SCREWS OR NAILS ® AS SPECIFIED BY BUILDER ON EACH SIDE OF LLI TYPICAL FR I N G AND 8" O.C. ON EDGES AND 12" NON-STRUCTURAL 2x6ST GARAGE DOOR /1 O.C. IN MIDDLE OF GYPSUM #50 ROD IN FILLED CELL AS / �- V�I�1bOOW�IXED PER FLOOR PLAN TIED TOui S OPENINGS STEP DOWN TIE BEAM (WITHOUT DOWEL TO FL) GLASS U.N.O. CONT. ROD IN FOOTER & SILL BOND BEAM ABOVE SCALE : NONE A-11 SCALE : 3/4"=V-0" CELL {5 BAR -ROM '0 FTG. W/ 10" HOOK MIN. CEMENT TEXTUREED FINISH U.N.O. 2x4 SPRUCE 7/16" OSB ROOF ..... SHEATHING: CONT. 2x6 SPRUCE SHEATHING 1/2" CDX PLYWOOD OR 7/16" OSB OR RAFTERS c i SHEATHING: -----_-_ 2'-1" MIN. LAP (OR TRUSS 1/2" CDX PLYWOOD NAILING SCHEDULE: OR 7/16" OSB 8d RING SHANK NAILS. 6" D.C. GABLE ENDS 4" 0. OR 1/2" I -III 7� 6' OSB ROOF NAILING SCHEDULE: S�E4TH,NG '' 8d RING SHANK NAILS. I 4" O.C. ON EDGE U. DER VALLEY 12" O.C. INTERIOR 8" FIN. GRADE LSTA12 OR 12" MIN. 1/2"x4 LAGS. WALL SHEATHING ROOF SHEATHING 48 2x4 TRUSSS T & GABLE END SHEATHING NOTE: GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER DORMER AND/OR CONV. CEMENT TEXTUREED -- PRE -CAST FINISH U.N.O. SILL #50 ROD 1N FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN FOOTER & wal BOND BEAM ABOVE 2'-1" NIN. LAP 4" CONC. SLAB W/ FIBERMESH OVER 6M VISA. a , a 8" FIN. GRADE 1L4_,n \� 1' 4" CLEAN, COMP., TERMITE TREATED FILL 20%16" CONC. FOOTER W/ 2-#50 ROD CONT. (MIN. 25" 61PLI 90 HOOK (TYP) FRAME VALLY DETAILSHEATHING DETAIL A-„ A-11 N ONE STORY 8" BLOCK WALL SECTION SCALE : NONE SCALE NONE A-11 SCALE : 3/4"=V-0" / 12" MIN. I 1/2"Ox8" ANCHOR BOLTS CAD 24" O.C. MAX. U.N.O. 2' W/ 2"0x1/8" WASHERS 4" CONC. SLAB W/ 7,> FIBERMESH OVER 6M VISA. 4" e b a d a \ CLEAN, COMP., • ,•. • TERMITE TREATED FILL 4' GARAGE . \. � GARAGE DOOR Al' A-11 SCALE : 3/4"=1'-0" 20"x16" CONC. FOOTER W/ 2-#50 ROD 6QPAC1 )) CONT. (MIN. 25" 90 HOOK (TYP) HOR OF_SHE Annl IMdk1 J7 OSB EXTERIOR SHEATHING CMU WALL & 1-1/ 2' x FASTEN 2"X4" STUDS HEADER IAPCONSCONC. SCR. FASTEN 2'xa" STUos " CEMENT rExTUREEo W/#50.40 WEATHF�R STRUCTURAL NOTES WITH STRAP TOP WITH STRAP TOP FINISiSLr RNNF DECK SIMPSON SP4 OR SP2 FASTEN 2'X4" STUDS SIMPSON 6P4 OR SP2 WITH STRAP TOP PRDfJFING SEA> kNT GRAVITY LOAD AND SP4 OR SP1 3 RAINAGE PLAN ** ** BOTTOMAND OR SP1 BOTTOM T.O. PL. AND SIMPSON OR SP1 SP2 T.O. PL 4 PER BACK LA TAPCONSCONC. SCR. ROOF -ALL DEAD LOADS PLUS 40 PSF LIVE LOAD BO T.O. PL. W 5000 WEATHER FLOOR -ALL DEAD LOADS PLUS 40 PSF LIVE -LOAD oRAwacE PLANE OVERLAP PROOFING -SEALANT STAIR -ALL DEAD LOADS PLUS 40 PSF LIVE. LOAD CONTROL BEAD FLASHING 2"X4" OR 2°X4" OR 2"X8" ®16" O.C. 2"X4" OR AND PRE-ENG TRUESSES 2"X$" ®16" 2"X8" 0 16" MEMBERANE STRIP OVER **WIND LOAD** i. O.C. QOF O.C. WOOD FRAME / MASONRY PRE-ENG. R TOBg TOBg TRUSS coNNcnoN 160 MPH TOBB R-30 MIN. ETAL OR PLASTIC SULATION 2 WEEP SCREEN 1x4" PT BUCK W/ IN W T-- MEMBERsTRIP covERwc FASTENED PER "' **CODES* wood FRAME / MASONRY MANUFACTURERS FBCR 2017 6TH EDITION SECURE SOLE PLATE �SECURE SOLE PLATE I SECURE $OLE PLATE INTERSECTION UNDER ='' WITH 1/2 X6 J-BOLTS WITH LSTk12 OR O EXPANSION j': SPECIFICATIONS .WITH 1/2..X6. J-BOLTS q .. JOINT EQUAL TO PROTECT 2".GYP. BOARD W 5 $ RED HEADS OR 5/8' RED HEADS W/ 1/2 x4 FAGS. 48" BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-83) TO TRUSS' WRAP BT-2XOXL-9" WIDE TO ;,-.� 1/2" GYP. BOARD OVER 3/4' W 2"0 WASHER 21" 2"$ WASHER '® 21" O. EXTEND 2' P.T. FURRING AL -FOIL / I O.C. WALL SEE - MANUAL OF STANDARD PRACTICE FOR DETAILING' REINFORCED O.C. BELOW THE CMU. - INSULATION /� CMU WALL SEE PLA w/-#7 SCREWS OR NAILS ® FOR DOUBLE WINDOW; FASTEN MULL 70 2x8 #2PT CMU WALL SEE PLAN) PLAN FOR FOR SCTRUCTURAL E CEMENT B"N I EDGES AND 12" HEADER PER MANUFACTURERS SPECIFICATIONS CONCRETE (ACI 315-83) FOR SCTRUCTURAL SCTRUCTURAL 5�ExTUReeD FINISH n o D.C.0 INMIDDLEof GYPSUM INFORMATIONAMERICAN CONCRETE INSTITUTE INFORMATION INFORMATION 74' MAX ROUGH OPENING IN CB WALL p KNEEWALL DETAIL RAKE KNEEWALL DETAIL C KNEEWALL ROOF DETAIL EXTERIOR WINDOW WEATHER STRIPPING PALM BEACH COUNTY aY1 ..„.: " B "_ . " „ STUCCO FLASHING DETAIL @ NATIONAL CONCRETE MASONRY ASSOCIATION -12 SCALE :1/4=1-0 A-12 SCALE :1/4=l-o A-12' SCALE':1/4"=1'TO EXTERIOR WINDOW FASTING DETAIL D CMU FRAME INTERI-AC'E E AMERICAN INSTITUTE OF STEEL CONSTRUCTION A-12 SCALE : NONE A-12 SCALE : NONE CMU WALL TRUSS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1982 & HEADER R-30 MIN. WALL & 3 16 CONC. SCR. W / i CMU'WALL HEADER 1li/q' (MIN) ; [CMU EMBEDMENNT .:..:, & HEADER _ - (2) 3/16 CONC. SCR. >_ �' •� 6 W/ 1-1/4" (MIN) . (MAX) (3) 10d 6" (MAX) 2 x 2x§�S) , '. 3/16 CONC. SOR. W/ :' BLOCK & SHIM _:. 1-1/4" (MIN} AS NEEDED r EMBEDMENT (YP) �c- BLOCK & I 3/16 CONC SHEATH AS 3/4'NV+WJCK W/ WIN �lx4 PT BUCK c� X OR ¢ SCR. W/ 1-1/4" (MIN) FASTENED PER t0- BETTER) FASTEN PER EMBEDMENT U MANUFACTURERS SPECIFICATIONS DETAIL (TYP) O 1x4 PT BUCK FOR DOUBLE WINDOW, FASTEN MULL TO 2x8 #2PT "'. 'MAX) (OR BETTER) � HEADER PER MANUFACTURERS SPECIFICATIONS FASTEN PER DETAIL _,� 74" MAX ROUGH OPENING IN CB WALL FASTENING FOR DOORS UP TO (2) 3080 j, : 6 (MAX) ; SPt DOOR FASTING DETAIL `FASTENING F HALF —ROUND ARCH FRAMING DETAIL G CONCRETE; BLOCK WALLS, 8 FOR DOORS UP -1 2 , A-12' SCALE • NONE' DOOR FASTING DETAIL - . I ION EDITION AND SUPPLEMENT "MATERIAL" MATERIAL A. CONCRETE: ALL CONCRETE SHALL BE NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF E 3000 PSI AT 28 `DAYS OF AGE. LATE B. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE OF NEW BILLET STOCK, CONFORMING WITH ASTM A 615 GRADE 60. E W/ CONCRETE PROTECTION FOR REINFORCING BARS: THE 8 FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOOTINGS: 3 INCHES BEAMS AND COLUMNS: 1 1/2 INCHES' SLAB ON GRADE: 2 INCHES C. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36, SIGN WEDGE O.C. W/ 2" FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND STANDARDS. ALL BOLTS TO BE ASTM A3�?5. ALL WELDS TO BE PERFORMED BY CERTIFIED WELDERS A-12 SCALE : NONE CONCRETE BLOCK WALLS �. ° F ONLY. SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER H R LJ VV \ � '° � �. . \ SCALE : NONEAPPROVAL PRIOR TO FABRICATION. A-12 ' v• \ G DIM. SINGLES OVER 15# FELT ON 15/32 CDX OR 7/16" OSB (MIN. RATED ,„_,/�j�/� SEE DETAIL A-2 COLD -FORMED STEEL TUBING: ASTM A500, GRADE B "�,1$#24)(IF TILE ROOF I5 USED SEE TILE _ MANUFACTURERFORREC ED DIM. SINGLES OVER 15# FELT ON 15/32"-,+,a-"' ` HOT -FORMED STEEL TUBING: ASTM A501 m 12 .,,SHEATHING) CDX OR 7/16" OS8 (MIN. RATED ,. - 5 MANUFACTURER IR�OR RECUSED SEEDTLETYPICAL EXT/INT KNEE WALL DETAIL STEEL PIPE: ASTM A53,TYPE E OR S,GRADE B .�. _ . PRE-ENGINEERED TRUSS ®24 A-12 SCALE : 3/4"=1'-0" (FRAME EXTERIOR WALL SIMILAR -USE J-BOLTS) O.C. W/ HURRICANE ANCHOR ON 5 BOLTS: ASTM A307, J-TYPE' U.O N. SHEATHING) � ANCHOR BO : • ACH TRUSS. (SEE TRUSS PRE-ENGINEERED TRUSS ®24 HEADED STUD TYPE SHEAR LAYPUT'fOR T ANUF.) O.C. W/ HURRICANE ANCHOR ON (B) = DAMAGED AREA. O"MIN TO 12" MAX EACH TRUSS. (SEE TRUSS LENGTH OF CRACK OR BREAK IN WEB. CONNECTORS: ASTM A108, GRADE 1015 OR DIM. SINGLES. OVER 15# FELT ON 15/32" PROVIDE BUILD. CDX OR 7/16- OSB (MIN. RATED. R-30 M!IN. LAYPUT FOR TYPE & ANUF.) PAPER OR STEEL - 1020, COLD FINISHED CARBON CDX OR TILE ROOF IS USED SEE -TILE 12 PLATE BETWEEN IN .ULATION PROVIDE..BUILD. •(S) _ (2)2x4-SCABS. SAME GRADE, ASPECIES AS WEB MEMBER.; MINIMUM 16#MANUFACTURER FOR REC ED — TRUSS . . . PAPER OR STEEL LENGTH .OF SCAB MUST BE THE GREATER OF: STEEL, WITH DIMENSIONS SHEATHING) " 5 VARIES PLATE BETWEEN VARIES 1. 68" T LENGTH OF DAMAGED AREA (B). MINIMUM OF 34" ON COMPLYING WITH AISC PRE-ENGINEERED TRUSS 024" SEE ELEV. TRUSS & C.M. SEE ELEV. BOTH SIDES OF THE O.C. W1 HURRICANE ANCHOR ON DAMAGED AREA OR SPECIFICATIONS. EACH TRUSS. (SEE TRUSS - f 2. 80% OF THE ORIGINAL WEB LENGTH WITH A DOUBLE ROW OF LAYPUT FOR NUF.) 5d COOLE I UNFINISHED THREADED F� NAILS OR 10d COMMON NAILS GW654 ®7`' O.C. SPACED 4" O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FASTENERS: ASTM A307, GRADE A, REGULAR Sd COOLER NAILS ORAS SPECIFIED R BUILDERSEE ELEV. 1 2" 'GYP.'BOARD FOR ADDITIONAL VARIES GWB54 ®T O.C. NAIL SPACING INFORMATION. NON-STRUCTURAL 2x6ST FASCIA .1. / LOW CARBON STEEL BOLTS AND FILLED BOf�D BEAM W/ 1-#5 0 1/2" GYP. BOARD 0 sd COOLER NAILS 0 SEE ROOF CONT. W 25" SPLICE MIN. FASCIA NUTS. PROVIDED EITHER METAL DRIP EDGE ws54 0 7" O.C. PLAN FOR / NOTE: FIELD REPAIRS MUST COMPLY WITH OVER P.T. ix. HURRICANECLIPS OR TRUSS O.H.RECAST HEADER W/ SEE ROOF FILLED BOND BEAM W/ 1-#5 0 ALPINE DESIGNS AND SPECIFICATIONS, HEXAGONAL, OR SQUARE, HEADS 2x12 #2SYP W/ 1/2 ANCHORS.- SEE ROOF TRUSS PLYWD OR 7/16" O.S.B. ASCIA LAUOUT FOR LENGTHS 1-#5 FO :OPENINGS PLAN FOR CONT. W/ 25" SPLICE MIN. FLITCH (U.N.O.) SPECIFICATIDNSTRUSs METAL RIP EDGE OVER i�6'-0'.:.OR POWERS O.H. PRECAST HEADER W/ D� AND NUTS, EXCEPT USE ONLY CONNECTORS SEE ROOF PLAN EL LENGTHS 1 Od CO MON (0.148'X3') NAILS SEE ROOF OVER`P.T. 1x STEELI LINBOARD OVER 3/4" 1-#50 FOR DOUBLE ROW, STAGGERED \ HEXAGONAL UNITS FOR EXPOSED PLAN FOR FOR STRAP T cATHERw/ Msrnlz ®3zPLATE & R P.T. FURRING METAL DRIP EDGE O.H. AS SPECIFIED BY BUILDER NG AL-FOILVER 6 -0 OR POWERS + LENGTHSVER P.T.P1x += BACK FACE \ CONNECTORS. D.C.ocMIN. U.N.O.uNoNON-STRUCTURAL 2x6ST INSULATION DTEFEACH ID BUCK p, = �� w/ #7 SCREWS OR NAILS ® BIAS SPECIFIED BY BUILDER ON EACH SIDE OF ' TYP. � ° = FRONT FACE � NON-STRUCTURAL 2x6ST GARAGE DOOR R O.C. ON EDGES AND 12' O.C. D. LUMBER; ALL FRAMING LUMBER SHALL BE STRESS GRADE N0. 2 SPF IWNd6WL§R'O€lXrEFSUM WALL #50 ROD IN FILLED CELL AS o + o + o + o t o @LOA4N U.N,O. PER FLOOR PLAN TIED TO LUMBER WITH MINIMUM Fb = 1200 PSI AND MOISTURE CONTENT CONT. ROD IN FOOTER & + 0 + 0 + o + o + SILL BOND BEAM ABOVE NOT TO EXCEED 19%. ALL FRAMING LUMBER IN CONTACT WITH CEMENT TEXTUREED CEMENT TEXTUREED CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE FINISH U.NR.O. PRE CAST I FINISH U.N.O. I STy G ER SILL 1/2"Ox8" ANCHOR BOLTS NAIL S ACING DETAIL TREATED LUMBER. #50 ROD 10 FILLED CELL AS I ® 24" O.C. MAX. U.N.O. ABU 44 OR 66 PER FLOOR PLAN TIED TO W/ 2"0xl/8" WASHERS E. UNREINFORCED CONCRETE MASONRY: HER EXPANSION BOLT CONT. ROD.. IN FOOTER & W/ 2"0x1/8 WASHER :, a 8" C.M.U. BOND BEAM ABOVE F8.C.M.U. M CRACKED OR BROKEN WEB REPAIR DETAIL MASONRY: ALL MASONRY WALLS SHALL BE OF CONCRETE BLOCK POST I SLAB SLOPES AT 1" PER'10" PER FT. 2'-1" MIN. LAP 2'-1" MIN:. LAP AWAY FROM HOUSE a-12 SCALE : 3/4"=1'-0" UNITS CONFORMING TO ASTM C90 PLACED IN RUNNING BOND 4" CONC. SLAB W/:FIBERMESH �� FI CONC. SLAB W/ � FIBE MESHS VERW6M VISA. WITH TYPE "S" MORTAR AND REINFORCED WITH FIBERMESH AVER 6M VISQ. I I PATTERN OVER 6M.. VISO. a { DUR-O-WALL OR EQUAL, EVERY OTHER COURSE. FIN. GRADE FIN. GRADE I. 4„ E a 7- 7 „ a \ 8 FIN. GRADE ° a, —� F. EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL BE KEPT ° " ° a a /� / �\\/\ PR - NG TRUSSESDRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. SEE FOUNDATION FOR FOOTER SIZE ° sa P• • \ ° ''. \ CLEAN, COMP., 12" MIN. / .Q PRE E PRE-ENG TRUSSES TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR. <--- 12" MIN. a / ° °'°° \ • \ TERMITE TREATED FILL \� \ \ CLEAN, COMP., ®24 O.C. • .<. • . TERMITE TREATED FILL \ \ \ \ SIMPSON HANGER SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING, CLEAN, COMP., 20' xl6' CONC. 20"x16" CONC. ETC. PROVIDE END BRACING OR SHORING NECESSARY TO AVOID �\ 2-#50 \ \� �\ FOOTER W/ 2-#50 2x4 STUDS ROD CONT. (MIN. 25" \ �/ \ SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR SEE FOUNDATION FOR FOOTER SIZE 4-#50 ROD EACH 1'-4" LAP)l ROD)) CONT. (MIN. 25' " WAY 6" ACI 90 HOOK (TYP) 1 -4 6� PACI 90 HOOK (TYP) STRUCTURES. BACKFILL IN HORIZONTAL LAYER, MAXIMUM OF (2)2x12 LEDGER w/ 12" THICK, ,AND COMPACT TO A MINIMUM OF 95% MAXIMUM » TION(4)16d NAILS ® EA. STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMMETRICALLY, ONE STORY 8 BLOCK WALL SESTAGGERED � PORCH :PATIO FTC. DETAIL �K � gGARAGE DOOR ANCHOR. sruD ANDA-12 SCALE : 3/4"-1'-O" PATTERN w/ 16d NAILS TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGING SCALE : 3/4"=1'-0° - SCALE : 3/4'=1'-0" 202 TO 2x12 ACTION AGAINST WALLS OR BUILDINGS. rN__-�(2) 2X12 LEDGER DETAIL G. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES A-1z SCALE : 3/4"=V-D" SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR %ITUATIONS ELSEWHERE U.O.N. MID=WALL INSULAT SP2 OR SP4 ® 32" O.C. TRUSS CONNECTORS SE 4 STUD @ 16" O.C. ROOF PLAN DBL. 2x4 TOP P DBL. TOP PLAT SIMPSON LSTAt EA. STUD BLOCKING OR SP4 ®1":. 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