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HomeMy WebLinkAboutAPPROVED 1912-0472z PIN a. 73 0 C) x a Lu U z C) 7tu LLI (S) LLJ C) C) cn 0 CL C0 Cl) t% ci 00 cq Ch z cqoo C; 0 0 407 " YD E4 A (a o z Wx��� 1.4 t4 z C; 0 H� C4 0) 0 U) re Qi o w OD o GNGINUKING 5UL: ThI5 5TRIA-JRff HA) DF51GWI) I C) NVE'l I II' . LC l,1DlN'-] KICU'LIUMENT5 Of THE stil OF THE f[OP,.IF;A Mfl IAN(7 CC IDr 201,4, AND A5Cff - 7_ 10 FOR 51 RiJCIIJPAI- �LEMrfNlS ()Ni 'WI tlUp f FRVP, PX. 8530 U.5. H::CHV,AY f, 51JITt 8 VI(7,GO rl. 32.)7C; PROrE551ONAI NGINFrRO 24G8i I 5CALI: AS NOI LD I REV1510�15 103,15-20 1 initial Jwo DIMEN51ONE-D f 00TFRI NT PLAN 15HE�l m 5 1'- t 0" 71-(Y 17- 6 I A ' PF3 41 1-4" W-.9' I 1-(Y. 1 5'- 9" -011 10 -1 0� 1 1-01 241-Glt CT r— — — — — — — — — — — — — — — — — — — — — — -- — — ------ — — — — — — — — — — — — — — — — — - L • -------- —- I F -- - - - - - - - - - - 7-0' 411 5Tff qI 4" Ct 31- 1 (Y' I ,-o, - 5tiqwffR. rD 9,-o" 2- -61 �PF3) I. �PF3) 00 � 2'-2" 5TEF 2' o(D c - - - - - - - - - - - - - - - - - - - --- T- 0" 'IPF`3) 1:10 - Z-G, - 12 -0' 211 L-4- al 12q-21 ct " '_III •� �IIjEI IiE �!I -!, -_Q�__� fiiI� C -IIII — - --- IZ-G' A °- I a° ,► ! � � I I I �PF3) 12. -21- + 100 1 001 12-21` TF3) 0 1 1 1211 14� cil 51-A55T L FA-TFIfRN + I2'-2� - - - - - - - - - - - - - - #4 D()I-1 om "3-11- @ 8" O.C. - - --- - - - - - - - - - - #4 OP 5-FL. 0, 2" 0. C. I 1 100 . ..... ...... Q I I I RECESSED ct. 5HOWER 24'-Or 2'-2' I -(YI rE 10 I�PFF3) 00 4' -0" 09 co). 0). L - - - - - - - i L - - - - - - - - I - - 5TEF 4" 5TEF 1.-.3/4" Y t 2" PTCEt35 iff-C155Mi 4'- 10" J K5, 0(00 0 0 0 41- t 0` 110K CAR. D c 2-2' 1 lL-*(U+ n) Q a Q L -------------- 11-4 I I ol'-4 41-411 )l - 4 8" ---- I I-cp IL It D � 1\�F3) 41-4` I 0,-u: 5-10' 1 1-101, G1-211 -201-1(Y 83;-01 e'-4" PILE/GKADF- 131AM FOUNDATION FLAN 5CALL': 114` = 1'-0" 4'-4" NOTES @ 8" O.C. ON G Mil. VAMP 5APKIi?, ON CLEAN JCFMIlL-IFEAILL) PILL. FIR5f VIRKILIFTO 5E 2" rRON/1 FA-Cr OF PILE WIl"ll R-MAINI)CK@ r.'O.C. FKOVIC)lf ADDITIONA-L r100PI, @ I 6' C.C. I Q, 5:JF7P0Pl TOP 5Tfft M1F7f. NOT 511QWN, QI h1EF,'RI,51f PROVID(G) #3 5TIKJ,---) @ G- O.C. EACH 901! Of PILE, PFIZOVIDE Co?,NER 5AR5 Wil H 24"iAP FOR FACd 5FAM BAR. CONTRACTOR MAY STOP -RADE BEAM 5TEEL 12:'FROM PILL 10 Rl.-LILVI� --QMG;FSTJQW OF REINFORCING (5AR5 MLI5T 11AVff 24" LAT). GP,OUI r-OR PH-05 511ALL HAVLE 4000 P51 ;5TV'---NGTH IN 48 10AY5. CONCRflf POP. SP40IDL MAMt')l A�5511A, I BF3=) F,9i. 28'-2` •I l';UK5 1`001 IN G Vl//#5 vfpll. 51 L DOWEL GPADF +5EAM 1`00i'!R OCT 14" A: )Gr-?, F' LF- VERIFY FROM A PC, 111 X I URAI 'ti EflT!5 LOCATION5 Or ALL PLJMFNNG 4- ELECTRIC IN 5LAD. 5fl-10" ro LU 40- LLJ ■ z a. 0 U CC Ll-j Q) (n U-i w 2 i T) LLJ 0 3: w C/) CL ,NG1,l,l[EP,:NG 5F-AL: TMI55T RUC1 JRr HA5I'M-N Df:51GNM TO WD TFIf. LOADING UQlJlFVIFNT5 OF THE 5th EDITION OF THE FLC)ROA 13I)l' ' U I NG t 1, 201 �% ?-� 5PF N.IT I,, AND A5Cr 7- f 0 FOR 5TRUCTURAl CXYIFNT;) ONLY IAP R F. FR.1 f P, F J= 6530 U-9, KGHWAY 1, s;Jll C 5 MIC-CO Fl.. 3297G PPOrr.3'510NAL r.NGlNffP,# 29C;63 5CALE: AS NOTED REV15ION5 03.16.20 initial -ptle- 10,08.20 5U patt.-rn FILE/GRADE DEAM U N DAI ION .F-0 PLAN SHEET Ff2 #4 TOP 5TEEL @ 12" O.C. MIN. I-L" CLEARANCE ----#4 BOTTOM 51EEL @ 8" O.C. TOP OP_5LAB _ �- - ' -,,,,...,..a....:., ...... � _ � _. _,,,.., �....;...• ....a ._. ,:...:...,._a:.:_.. PER. PLUl PLAN - T _ - , _ ° 8" CMU WALf.. #5 VERT, 5TL, PER PLAN G. __-e _ - _ _ _� _ _ _ _ - �- -'-_- #5 VERT. STI., PER PLAN f 8" CMU WALL '1� �-- .. ". a a "• 314" RECIE5S (OPTIONAL} ! M 1 W 2--" �' #5 DOWEL PER fi LAN #4 X GO" WI 1 0" H OOK. INTO 4 I #5 DOWEL FER PLAN 2 a '. 4 I , ,1 CLEARANCE $1 i a 24" X 28" GRADE BEAM W/(3) #G TOP ,.-4" a � GRADE BEAM @ 24" O,C, p ALLOW FOR, 314" F CE55 ! a - 1 -'4 � BOl-FOM 4 #3 51-IRR,UP5 PER PLAN - TOP GRADE BEAM STEEL TO HAVE 311 la #4 TOP 51�1=E1_ C� 12" O.G. ! CLEAN OUT HOLD, � I. IF PROVIDED CLEAN OUT DOLE, E • . 44 r j CLEARANCE - 00 NOT INC'REA5E ! #4 BOTTOM STEEL f� 8" O.C. a I #4 TOP 5TEEL @ 12" O.C. L . [.. PER PLC�UIZ PLAN #4 I.OP 5TEEL @ 12" O.C^ 1 TOP OF PILE - - MIW I CLEARANCE 4 " 2 4 I #4 BOTTOM 5TEEL 8" A. 1 I I BOTTOM OF GRADE, BEAM 1 I �...___.._,�._._-- � • •-==- 5TEP �#4 50TTOM 5T�FE.L C� 5" O,C, .. }; 14 @ O.C. d � FINIOh1ED F�OOP, _ REGE55 2 __ - €- -I 5 T IT 6 _ . a a .. Cl-tARANCE - - �- �,__ f -Y` a Gil Gil .d - - -A ' APPRO .. aIT I ! b MIN. 2-' _ - s fJ.._- -e.: IG" I f ?1 CLEARANCE ,1° ¢ `e .e (e -•� L , -I--p1- 1.4 I `�► I 1 �.° j i 44 8" TI-iICKFNED EDGE 4 a _. �, I- j� 6� 14" DIAMETER AUGER. CAST PILE I G` I I I I Wl(4) #6 BAI 5 EQUALLY 5PACffD I t � I 1- �`—. ..-t� 2'-U" p � TYPICAL GRADE SEAM �. w7 n I I 11 •-.�,4...•-• •-.}�-- I 1I I I #3 5TIRRUP5 STAGED 12" O,C• I I I I I PER, DETAIL 1 I I E TYPICAL GRADE BEAM -1-12'-0" ! I A`=i 9HOWN J __1� 1T- 11 PER. DETAIL -ir- G„TYPICAL I I I I I ! 3' COVER (T'Y'P.) II 11 ALJGEz PELF 1 t " '" - PC4� C?ETA1L I I 1 1 01 !I II I 41 TYPICAL AUGER PILE I I L FER, DETAIL - 1 G' II II j1 II II II FOUNDATION DETAIL 1f 1--ILL � �Z Cr � � I SCALE; 314" I'-Ci" DETAIL @ 5HOWER RFCFSS II I I SCALE: 3/4" = I'-G" fl II II .. .- ...,14 - II !6" II II II II 1! I! 1! II 11 II II 8" CMU WALL #5 VERT. 5TL. PER, PLAN ! j j 8" CMU WALL I #5 VERT. 51 L., PER PLAN 1 �- I O" _ 1! II II I 130TIOM OF 5TEEL. CAGI= -22,0' - -I 314" RECE55 (OPTIONAL) aI #5 DOWEL PERw FLAN * ALLOW FOR 3/4" I - #5 BOWEL PER. PLAN B IOW1 XI5i ING GLADE RECE55 IF F"ROV1(JED k I #4 X 60" W/ € 0" HOOK INTO k1 I D15CONTINUE 5TIRRUP5 4 ( GRADE BEAM @ 24'O.C. I . #4 TOP 5TI=EL @ 12" O.C. j . CLEAN OUT R-10LE #4 X 60" W/ 10" HOOT\ IN10 I'-CL.fAN OUT BOLE GI2AE)1: C3l=AM @ 24" O.C. I , � 8 CL1RE3 (�iEfG f t) 4 1 #4 BOTTOM 5TEEL @ 8" O.C. I I #4 TOP 5TEEl_ 12" O,C. I A E fLOO @ � 5!_OPE OF GARAGE FIuC]C,�R} l I #3 5TIRRUP IRRU PER PION MIN. 12 CLEARANCE #4 BOTTOM 5TEEL 8" D.C. _� .. I FINI ai1ED FLOOR k 1 e,i FINISh1ED FLOOR, I - - MIN. 1 "' CLEARANCE I C" APPROX. GRADE NOTE: G" _ 4_ d SLOPE GIRD. MIN. ¢ r 4 1 t MIN, 2J-11 e.._ I OW/ 3} e Ifa e f CLEARANCE I e' I °e' 24" X 28" GRADE 13EAM #6 1OP 2 MIN. 2 "I ° 1 �- 2'-4" 5LOPE GRID. MIN, i ! -40 I BOTTOM * #3 5TIRRUP5 PIER PLAN 2'. 0�" CLEARANCE a : a 1 -ri - ✓ � - G'" fN f 0'-0" 1 1 >3RENG 1O POINT TIE a I - TOP GRADE 13EAM 51EEL- TO I`1AVE 3" I i` I ! It 1 a CLEARANCE - DO NOT INCREA5E wo: . w, P' i - R I I I.- I• k .' T..OP OF PILE I` 1€ 13011 OM OF 51CLI. -24.0' - - - _ _ -1 BOTTOM OF GRADE BEAM BELOW EX15TING GRADE 5' ._..�7 f Iw R Il .. 5II j 7 J -. ! 1 1., 211 _5,i1 24" X 23" GRADE BEAM W/(3) #6 TOP I I 1 I I II I I .�...,.._.....,�....4...E 21_0" 1_T-_.. .u.,.�.. ._ ;I< BCITTCM #3 3,T;Iz.f�l.l l~5 PEP, PLAN - I 1 2 .0 I f T _ _ } I- 1 OP GRADE 13EAM 5TEEL TO FIAVE 3" (4) #G REBAR FROM PILE -i CLEARANCE DO NOT INCRI=AaE * WIT41 90' BEND AND 1 I 1 1 ; I G" INTO GRADE BEAM I I I I (4) #6 RE5AR FROM PILE R I I p WITH 90' BEND AND I I I I REF, FEDERAL ENG'R * TESTING I I I SOfI„5 REPORT DATED 2,06,2019 �L_- 14� II II I G" INTO GRADE BEAM pl 11 * BO1 TOM Of PILE ELEV. -30.0' _ - j1 II 1 f I I i I IL 1I II 1 1 IL BELOW E45TING GRADE - L. _ �_1 I I TYPICAL AUGFP. PILE it it it -_ i i -1-F -tr 1+ ---�i- 14" AUGER PILE WITH 5CALE- N.T.5, 14" ALJGFR, PILE WIT hi I I I I 11 11 I I 1 1 (4) #G VERTICAL @ 2/3" I E I 1 (4) #6 VERTICAL @ 2/3" LENGTrl OF PILE f- I I I l �1----41- LENGI°H OE PII.I 4__ a #3 5TIRRUP @ I G" O.C. 14 I #3 5TIRRUP Q I G" O.G. I I I I 1 14 I II Il II II _ _ IL j1 11 II I� 41 11 14 IL i - - T j 41 !I 14 II I I -#4 TOP 5TEEL @ 12" O.G. It II II II #4 50110M 5TEtL @ tr O.G. I -1-I----Tj- f E IL - 11 AS. I I 1 4 1 TYPICAL GRADE 13EAM a . i ° ° . '' • , PER DETAIL d o 4: L_� a4 .^ q NOTE: ---- �.�-� PILE CiEPT ! -30.0' SELQW EX151?NG GRADE PILE DEPT�l-30.'0' BELOW EXf5TENG GRADE 2-0 " OA F'ERIMFTER FOUNDATION PILE DETAIL PER ?ll135C71L REPC)RT PROVIDED r3Y "FEDI=RA1_ ENGINEERING � 1'E'5TING, INC." DATED 2.OG,201 9, THE PROP05ED POOL WILL, BE TO FOUNDATION DETAILINTERIOR G ADF E'i Al1/I PEf Ifv�FTEI FOUNDATION PILEGAGA F ( I I I3 REQUIRFD DE SUPPORTED BY A FILE FOUNDAT#DN AU90. PER SCAI.F, 3/4" - 1'.?7 SCALE: 314° = P-O' 5GALE: 314" = P-C' THE CONTRACTOR. THE POOL_ $ PILE FOUN(-')Al {ON fOR THE POOL t5 BEING DE51GNED B'r' OTHI_E ,S. t z t� 73 a LL cn Lu W 1LLJ t o 02 .� O Lu cn cr. CL CD CIO N N 0 M 0 % I z 0 Q rjclu ., W04 k o tNGINMRING 5EAL TH15 5TRUCi t RF HA5 3rFN DrFaIGNE) IO MI Er THE LOADING REQUIREMENT5', OF THE 5h ECN ION OF THE F1 OPIDA Mjo GINC (..C7Uf {?C) 14), RF51L7tN1IAL AND A5Ct 7-!0 FOR,5TRUCTURAL FLrIvIFNT5 ONLY. ARIhIjR F. 'RT7, F E. 5530 IIJ 5 H GH'e^,JAY 1 51JIIr 8 MICCO F'_ 32576, PROFF5510NA1. FLGNFER#124G83 5CALE: A5 NOI EL) REV1510N5 03. 18.20 Initial EOc FOUNDATION DE-1 AIL5 pf RIDGE 8" CANT .�Ir■rlr■Mli■I l■rlr■rlfi■rlr■ItIN■rIM■ilr■rlr■tilt■r111■rlr■r[r■ltllt rl!■■Il!■rlr■rlrlr[rlr[r■It+.. .I.[l■■i■■■1■■Ifl■1■■■1■■■11■■1■■■1■■■1■■■1■■■1■■■Il■■1■■■1■■■li■il■■■l■■■Il■■1■■■1■■■ii■■1■■■�ir�,. rm-■l■mm I sonw1• .lit■ilr■ill■ill■i� ■1■■il■■ill■ilr■ill■ill■ill■ill■ill■ill�ill�illlfr+r■illlil�lil■■ill■ili���ii■`IIII■■4_I�.,._�_._�_._�_._�_...M_._,._._�_..�_,.'�._�_._��!;��i�r�ifr�ilrii��, �� �`� �`� �`� i`� �ril�r�l�ripripr�j■rl�r�l��ij■ri`�ril�ril�ril�ripril r■I�r■I�r■��rr�li■i1i■iliiili■IIII■ 1�■iliiili■iliiili■Ili■Ili■i1i■i1i■r1i�r�.■Mrlrirlrirlrirlrirli�, [■ 1■ 1■ 1■ 1■ 1 1 w' _�ii�i�iii+i■i+iii�i■i�i■ii il!■iilllilMlli+r<ti�i■i+lllirllliilllillfliliflilriill�iir■iliiill�ilM■ir. ■ ■ ■ r ■ ■Ml■ ■1!r ■ ■ r r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ ■ ■ ■ ri�ili�illr■lirilir■lit■lir�w ..lr■rl(t�rl■■rlr■rli■rir■rlr■ 1■rlr■rlr■■Ir■rlr■rir■rlr■rir■!1'r■rlr rir■r[r■■lrMrlrrilr■rlr■Mi/Ilrlll■IIII♦illrillrillrillrillr■llrill�lllrlllrillrilirilir��ii�i�r�i�r�i�r�i�rii�rii�rii�rii�■. ��ll■■l�r� ��1■■il■■il■■■1■■il■[ �■ill■ill■ill■il■■ill■■11■■lit■II■il�■ilk■i11■itMr■1■■illril.�Ir�ilr�ilr�il�■ilr■ilr■illlliilr�ilr�ill�iilNNilr■ilriilr■iii�r�i�l�r(rl�rrlrrrlrrrlrrrlrrrlrrrlrrrl�lrl� _;.�■■rirr � ■ �i�■■r+■■i+■>rlt+■■ri !ll■ill[■i>t■■r+■■■�■■r+■■�u ■r+■■ill■ill■ill■iliii+■■i�r�M .■Irl■1■rrl■irlr■(■1■rrlrlrir■rlrirlrlFr[rlrl■rrl■rrlrlrl■rrl■fir .i[rAlrlllri ■Ilri1���M■rl■■■Irllll■Ir■I Ilrlrllrlr■rllr■1♦Ir■r[r■I■IIII[�I�rl■Irrrlr■rlr■rlNlrrlr■ri�l[II1+� ■ i r i i ! � ■ ■ ■ ■ i ■ ■ � i ■ i ■ ■ � i r ■ ■ i � i � i�rr�rll�ilr`ilr�ilrr■Irr■Irr■I�r■I���I�ril��ilrr`�- �N■■■ly!"'Ir + � 1 i � i 'r�l■■■li■■1■1■■!1■■■li■■1■■■Il■■1■■■1■■■1■■■li■■1■■■I■■■i■■■1■■r:'r`� Mli�r■li`r■li`rill`rrli`rilil`r■li`rrli`�Ir�i`�ilil�rrli�rili`r■li`r■li�rili`ir�ri�r�ilr�ilrii�r�i�rii�r■ilri�Ir�ilr�ilr�iir■ii�_ �.li■i�r�� ■� r i r i r\' �lliilrll■� 1+l■ill■ilk■ill�illiil■■il!lill■ill■ill■ill■iil���'~ ■i it r l l 1 r 1 r I l l r 1 r 1 i 1 r I r l l l r 1 r 1 l i i l i l■rlViirlrirl�irlrrrrlrirlrirl�i�lrirlrirlrirl\�.. �il�rrlrr-'�irlrirlrirlrirlrirl�,.�Illlirlr■I l■r111■i[!■�lr■ri■■ri Mfilr rlrrrlrrrlr■rlr■rlr■�r.�■1■ r■ r■■ r r■ r r r r r r r r r r r■ r■ r r r■ r ■r (�i ■ ■ilirilirilir■lirilirili\� ■ i ■' ■ M ■ ■ ■ ■ ■�i ■ Ilr ■ ■ i ■ ■ ■ ■ ■ itr..�/Ilrill■illril■rill■!1■■■Ilrillrillrillrillril■■ill■illril■1•��,��ilirilirilirilirilirilirilirilirilirilil�ilirwlirilirilir\r. _����[i�l�l�r - - __-___-~.��lii - _� I r � � � re � � � tr � rr 1 i� 1 rlr II r• 1 Ir AIM■ill■i1i■ill■ilililrflilr■ilk i1i■i1�■iliiili■ill■ill■irrrr�ilism l��il��i���ilt��i���il��illr�il��il��il��illr�il��il��i���i1�1_ + �lir�fiirrrirrrir■r,ii ll■I■[■■[IIII■I•■Ir■rAl■ll■I�Ilrlr■�I�r�l�■ilir�Ir11r1r11�1�■rlr■rlr■�I■irtlr■rlrir;+irlrirlrirlrirlrirlrirlrirlrirlrMrlri[♦Iri�Irirlrirlirl�MrlNirlrirll [�� �ME MO �1� I�r `I�r `lilIr�lrwlirll�r`I��lir�l+rlilrilrl�l�r�l�r�l�r�l�r�lir�lir!��iliriliri111�ilirilirilirilrlril�rilMrilirilMril�rilMrilMrilMriliriliril 1 1 1' o •.a. 0'_O'' FFE SMOOTH STUCCO FINISH q FRONT ELEVATION TYPICAL RIDGE • _ -•, :3,. :. ... • I • r. is .. 1' 4. 5,. IN : " > , 5�. fit• �-I _____ � ;�. i• REAR ELEVATION ROOF PLANE PLAN SCALE: NTS I +32.7 +32.7 7 - 3 7 . ,3 (WEIGHTED AVERAGE) I11�1�1■Il[ Jr f/ f ATTIC VENTILATION: 1 ft2 NFA VENT READ FOR EA 300 ft� OF FLOOR AREA TOTAL AREA SQUARE FOOTAGE=5363%300-1 11.2x144=1614 in2 NFA DIVIDE BY 2=807 1.2 in2 ft2 NET FREE AREA (NFA) READ. LINEAL FEET (LF) NEED- 807 in2 NFA FOR SOFFIT INTAKE 807 in' NFA FOR ROOF VENT EXHAUST ACTUAL: 1269 EF PERF VENTILATED S0FFITx10% NFA=26.9ft2 x144 in2/ft� 3874 in 2 INTAKL NFA (10' OF RUGEVENT=215 in? NFA; 4' OF QFFRIDGEVENT-105 in2 NFA) 8071n'? f 21.5in2 = 37.5 In ft OF RIDGE VENT REQD, USE (4) 10' RIDGE VENTS. #5 HORIZ REINF BAR #5 VERT REINF BAR W/ 12" BEND w 1Lrz ur( Z)17-1I%17A1 > 1 - -REINF. = TYP - - I I 2 BLOCK TRANSITION 21apos SCALE: NTS SEE FLOORPLAN FOR SIZE #5 BARS W/ S 12" HOOK 0 T Wiii.tJdtl�.a\. #5 VERT BARS SOME OMITTED FOR CLARITY STANDARD 8" LINTELS MAY BE USED ILO RECESSED a PLACEMENT OF LINTEL -LINTEL -AT ENTRY 31MaYo SCALE: NTS SEE ELEVATION SEE ELEVATION NOTES: 1. ALL WINDOW © DOOR OPENINGS TO BE AT 8'-D" ATI TOP OF OPENING, UNLESS SHOWN OTHERWISE. (FOYER TRANSOM TOP Q 10'-8" AFF) 2. TRUSSES TO HAVE LEVEL RETURNS. 3. DOORS, WINDOWS AND SIDELIGHTS SHOWN ARE FOR PICTORIAL PURPOSES ONLY, AND STYLE MAY VARY FROM THOSE SELECTED FOR THE FINAL HOME. WINDOW PROTECTION NOTE: WINDOWS SHALL EITHER BE IMPACT RESISTANT, OR PROTECTED BY APPROVED EXTERIOR SHUTTERS, PANELS OR OTHER DEVICES. DECORATIVE ITEMS NOTE: DECORATIVE ITEMS SHOWN ARE FOR PICTORIAL PURPO ES ONLY. ACTUAL UNITS INSTALLED ON HOME MAY VARY FROM THOSE SHOWN, AND AS SUCH MAY NOT APPEAR THE SAME AS THOSE SHOWN. WATERDARRIERdwg WATER ]BARRIER NOTE: 14OCT07 FRAME EXTERIOR WALLS AND GABLE END TRUSSES APPLY PAINT/SEALANT ON TEXTURED CEMENT APPLIED TO LATH OVER ONE LAYER OF AN APPROVED WAT R RESISTANT BARRIER OVER AN APPROVED HOUSE RAP PER FBC R703,6.3 VALLEYS FLASHED PER R905. .8.2 STUCCOFRM.dwg WOOD FRAME STRUCTURE w/STUGCO 24 Ek,6 FRAME EXTERIOR WALL OR GABLE TRUSS EXTERIOR SHEATHING TYEK S SA © OR DRAIN WRAP V � T UC00WRAP N / USE ONLY APPROVED HOUSE WRAP ) ) WIRE LATH W/ AN AP PROVED IIiIjIl1lIIlIIl1il�l� WATER RESISTIVE BARRIER (PAPERMKEDLAIHI IIII IIIII THICK FIRST COAT (scRaTCHcoAT) THICK SECOND COAT (13MYWNCOAT) IIII !! IIII II+1IH1 II THICK THIRD COAT (FINISH&TEXTURE COAT lFl!!I �1lI 1 IIIIII NOTE: " RIB LATH IS CORROSION RESISTANT & , II�IIIII ANCH TO FRAMING W/ I Igo NAILS W HE DS IIII IIII (9 6" 0/0 (MAX) & J" VERTICAL PENETRATION �c IiIIIIfIIl6 1—" HORIZONTAL PENETRATION. FII !EIlIFFI! PAINT (SEALANT) IF14GfF IFF ' IIII[ I IIII LAP AND TAPE JOINTS STUCCOED FRAME EXTERIOR WALLS & GABLE END TRUSSES ARE PER ASTM C 926 & ASTM1l C 1063, APPLY PAINT/SEALANT ON STUCCO APPLIED TO LATH OVER ONE LAYER OF A STATE APPROVED WATER RESISTANT BARRIER OVER AN APROVE❑ HOUSE WRAP PER FBC R703.8. USE OF WEEP SCREDS, CONTROL JOINTS, OR EXP JOINTS SHALL BE USED TO DRAIN MOISTURE, ONLY WORKERS WHO UNDERSTAND PROPER INSTALLATIONS OF ANY WATER BARRIERS INCLUDING FLASHINGS & SEALANTS SHALL BE USED. ALL TRUSS TO FRAME CONNECTIONS ARE USP RT7A's UNO USP HTA16 PRECAST BEAM — PER FLOOR PLAN SEE ELEVATION #5 HORIZONTAL REINF. VINYL CEILING OR 1/2" GYPSUM SOFFIT BOARD (WITH WATERPROOF PAIN I ) #5 VERTICAL REINF. IN FILLED CELL CMU COLUMN - SEE PLAN FOR SIZE I� -f- - - - - - - h CORNER JACK (2) CUT NAILS OR TAPCONS KNEE WALL I PRE-ENG TRUSS 2x4 CAT BETWEEN TRUSSES (AS REQUIRED) SEE ELEVATIONS CORNER DETAIL PC LINTEL r®� LJ USP HTA16 (TYPICAL) 1 LJ LJ 'I'OP VIEW u u USP HTA16 PC LINTEL �74 CMU COLUMN FRONT VIEW AN FOR -MENT 246A ENTRY DETAIL a�nPRi7 SCALE: NTS GNfONE@�8 SAPN.EpEN \`!t I1 I I f I �JI/r.. l]SINGR U T., Date: g B 's '4 v S ro O H t w l a � Ce Qs a iT a 0 U 0 0 U +; r 0 .� rrT� 0 co 04 t co a cs u Lo � cvcIq U I� 0 ;4 cp co CID �+Fs l j U p +r cn UL Ct 'c'F' w C 004 0 C5 LD y- J , c 2 co o L1.1 W -1 w a • vj uuj �0_ Sf;sJATllI'�. �NN,� E y /// PRNrEDMPIES OF THIS a1\ ��,� Fire //jam QOCUMEIiT , fit, 0 Sheet No, 89528 s • 2 ^:.� '. STATE OF 4U y 0:9::::5 3:5 6 Exterior Elevations & T `9' ARE r�sf�fiun. a;tI¢`•',�� NOT StructuralDetails S *`Mti` SEAL pERED / US {,� (,5�^� SIGN EE d Scale: 1/4" — i -0 M4NY EANATURB BECTRUM1IC///' �O�� ]14` \,�� y�iRIFII i 04 Oo 19FEB20- �.���%�• E, 4�,�i�i 1. ADDED ATTIC VENTILATION NOTES 2. ADDED RIDGE VENT DEPICTIONS TO THE • ROOF PLANE PLAN STEPHEN E. KASTPE . N'ER = ° No. �; 3. ADDED NOTE GALLING OUT BAHAMA ? SHUTTERS FLORIDA REGISTERED ENGINEER s • 4. REVISED DECORATIVE DETAIL NOTE LICENSE # PE 00395:28 5320 FLORIDA PALM AVE. = -Oot �%:•• STATE OF 18MA.R20: COCOA, FL 32927 (321) 403-2093 1 ,,a •• �� y1i�:r .�eot�lti�`• ®``� 1. REMOVED ALL NON-STRUCTURAL DECORATIVE ITEMS riallrr„i►1t0� RIDGE VENT .. , . r4• h; ry .. . 1 , • e. e . 1 ' - y• I ' ' '' . r !, !e . ' e • '.4 • 1 'ry' •'h• ,• • ' , • .. a •,!, • . , . e • e r. . i4` S. e a - .. e r * r •. '• °le •'� •• • /j .• • ^ , ` • . r e - e • le - roe L «•! .e °. �!' _ ' e e 1 ..• .e • • .'r ... e ° 'j ' r !, . , ,y 'R• .. • 1•-�rtir.,�r-r `f - 'l.' e (1) #5 CONT. D } LEFT SIDE ELEVATION CENTERED '16" P.T, 2x8 FOR TORSION SPRING (AS REQUIRED) I L—a-------------------- — I — — — _ . _.—r•-------------------zt'-- I I (1) #5 CONT,� I I I I 1/2" DIA WEDGE ANCHOR FAT 2x6x16' ANCH W/ 3 1/2" EMBEDMENT 1/4"0 x 23/4" w +I TAPCONS @� 24" O/C I I I 1/2" DIA WEDGE ANCHOR I I v 3 1/2" EMBEDMENT I I (REQUIRED ONLY FOR WINDLOAD POST) P.T. 2x6x8' TYP. EACH END 1/2" DIA, J-BOLT WITH 2" WASHER TYPICAL +I (1) #5 CONT,---j FIR OUT WALL €Li NOTE: II 11 v FOR DRYWALL 0-1 ATTACHMENT, A 1/2" DIA x 4 1/2" LG. II II (1) #5 CONT. MIN, WEDGE ANCHOR MAY NLIUOF1 2" F-1 FIBERGLASS SHINGLES (6 NAILS EACH) OVER MFR RECOMMENDED UNDERLAYMENT ON 5/8" CDX. NOTE: o9w Ee1s ANCHOR W/8d GUN NAILS AT 6" 0/C, (UNQ) ]SHALL BE INDEX 76-200 DEX 0-450 -EX <25 IDEX <450 SEE ELEV. 8" BOND BEAM #5 CONT. T ---I---------i---I- __ L P.0 LINE 1 I l FOR 1 x6 (MIN) PT BUCKS OR 2x6 PT BUCKS USE J"O x I I I 3.75" TAPCONS AT 14" I I a I I I � J I I w I Li I I � + I CV BE USED E / 11 II II II +I DIA J-BOLTS. I A -- — fi II�� 1------------------_.,_....,.--_....e.-----------------._--------------------I-- FOOTING AS PER FOUNDATION PLAN #5 DOWEL WITH 25" OVERLAP 13n1 GARAGE GOAL POST 21AP�as SCALE: NTS 0/C (MAX). I I f TRUSS ANCHOR - SEE ANCHOR vARies SCHEDULE PT 1x FOR FIRE BLOCKING_ ALUMINUM DRIP EDGE--\ ALUMINUM FASCIA OVER 2x NAILER HIGH RIB LATH & STUCCO 1x4 PT RUCKS MIN ANCH TO CMU W/ 1 3/8" T-NAILS OR 6d CASE HRD GUN NAILS AT 6" O/C OR 2x6 PT BUCKS MIN ANCH W/ 3/16"Ox3" TAPCONS @ 12" C/C W/ 1-1/4" MINUMUM EMBED. (1) #5 DOWEL 12" MINIMUM EMBEDMENT AND 25" LAP -TYP TEXTURED CEMENT CLEANOUT OPENING FOR EACH�JRGROUTED CELL TYPICAL FOCTER SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT -.- EA. DOWNPOUR TO HAVE 1i #5 VERTe STEEL WITH 12" HOOK. FOR 8'-0" WALL II z USE 7'-8", FOR 9'-4" 1 WALL USE 9'-0" ETC. 1 CELL FILLLD SOLID 11 g w II > CLEAN OUT ACCESS HOLEN N I _ m -------I --- N� _==J — — — — —— DOOR/SLIDER BUCK AND REBAR DETAIL SCALE: NTS INSULATION PLR 111ERGY CALICS PRE-ENG (FUSS 0 24" 0/0 1/2" GYPSUM CEILING BOARD LINTEL COURSE WITH (1) #5 CONTINUOUS AND #5 CORNER BARS WITH 25" TYPICAL OVERLAPS. FILL WITH 3000 psi PUMPMIX. 8" PRECAST LINTEL OVER ALL z OPENINGS WITH (1) #5 IN EACH L? w w w I w d SEAL ALL OPENINGS AND CRACKS PRECAST SILL ;/4" PT FURRING STRIPS (TYP) W/ R4 (MIN) FI-FOIL INSULATION 1/2" DRYWALL (TYPICAL) BASE BOARD 3 1/2" MINIMUM CONCRETE SLAB REINFORCED WITH FIBERMESH ON 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'e = 2500 psi 0101 TYPICAL WALL SECTION 7z�ANz SCALE: NTS (1) USP HTA16 EA TRUSS UNO PRE ENG TRUSS I I I PRECAST BEAM I I PER FLOOR PLAN #5 HORIZONTAL REINF, 1/2" GYPSUM SOFFIT BOARD SCREWED 6" C.C. TO TRUSSES. NO EXTRA BLOCKING BETWEEN TRUSSES REQUIRED. USE WATERPROOF PAINT I f�+ CMU COLUMN -SEE FLOORPLAN TrI FOP SIZE AND (REINFORCEMENT I I 5 VERT IN GROUTED CELL I I II SEE ELEVATION I I I' II II II I II I I _ -SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCLMENT Q324 PORCH DETAI L oNARR» SCALE, NTS -'EE TYPICAL WALL GENERAL VALLEY NOTES: 1) RAFTERS TO BE 2x4 SPACED 24" O•C, UP TO 8', USE 2x6 UP TO 12' LENGTH. 2)RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR VERTICAL KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). 3.) RIDGE BOARD SHALL BE 26 MIN, FOR 2x4 RAFTERS, & 2x8 MIN. FOR 2x6 RAFTERS,. 4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP RT7A CONNECTOR, NAILED W/ (8) 8dx1-1/2" NAILS, ALL CTHERS TOE -NAIL W/ 0.131x3" GUN NAILS. 5} ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER. (1) RT7A EAEND OF LONG FRAMING MEVBER. (SEE NOTE #4) NAILSEACHEND. L COLLAR TIE (AS REQUIRED SEE NOTE 2). USP THD26 FASTENED TO TRUSSES PEAK OF PREVIOUS TRUSS. BELOW (2)2x4 CLEAT UNDER VALLEY FRAMING ANCH CLEAT TO EA TRUSS BELOW W/ (4)10d GUN NAILS FOR VALLEY RAFTERS 6' 8c LESS. OVER 6' USE USP RT7A CLIPS & USE (2) USP WS45 SCREWS PER CLEAT- -OR- CUT SLOT AND BEND 12" STRAP (FROM ANY MFGR) AROUND TRUSS BELOW, FILL ALL HOLES WITH 8dx1-1/2" NAILS (MIN.), SPACE STRAPS EVERY OTHER TRUSS. 1501 VALLEY F F'AM PSI G DETAIL_ 0975 SCALE'. NTS 1 x6 PT BUCK - ATTACHED WITH CASE HARDENED NAILS PER INST. DETAIL DRAWING TEXTURED CEMENT - PLASTIC "J" BRICK MOLD — 1 /4" 0 TAPCON - SPACED PER DOOR MANUFACTURER TEXTURED CEMENT - (BEYOND) JAM B 1/4"0 TAPCON - SPACED PER DOOR MANUFACTURER PLASTIC 'J" FLUSH WITH EDGE OF DOOR JAMB (CAULK JOINT) SILL SEALANT USE 8d GUN NAILS (2" x .113" 0 MIN.) SPACED 6" O/C. PLACE (NAILS 3 8" MIN, FROM EDGES & 2' MI N FROM CORNERS. PROVIDES 200 plf OF SHEAR STRENGTH. riio ,7/16" OSB SHEAR SPECIFICATIONS z1APR°6l SCALE: NTS 7 4 FILLED ELL CMU D C A DRYWALL 1 x4 PT FURRING - CORNER BEAD SHIM 1/4" MAX A WALL JAMB A 75„ it 5 r„ CMU FILLED CELLI 4 A NOTE , A 2x OR 1 x BUCK MAY BE USED. A 1X BUCK IS SHOWN HERE. L-.a B DOOR STYLE sLAR RECESS AS SELECTED B SILL JAMB B CMU OUTSWING DOOM JAMB DETAILS 1 x4 PT FURRING DRYWALL DRYWALL RETURN BASE BOARD CUTSWING DOOR SILL ci ztl w O 1 .-4R 9 9 m co a U a� z v , vi 0 0% M Oh 0 O g C 0 r-� H Cu r U Q 2. W Z CIS 4x a� w aJ 01 M CV 2 1: s� o � � Q� *0' t� o LO d E Cq .-, w N CV W Gi T a z a � _ V m o co �! Q co G d _j 1 L L '�" aY J U " Wco a as o C� N Gel •C? CN 2lCo N c� a: m C Z Q 2 W �a U) Lf) I, t ❑ � o a m � u 0 0 V) %V .4 —1 0Lu L 0 p U 0 (FLUSH WITH EXTERIOR WALL) 0 �Shtee SCALE: NTS :"` Date:Syr 444il IIflfll/� -""" ciA�. ii `° 3 ?�, Z0ZID.V.1 Elevations & REVISIONS: No.39528 _* :* 7Exterior Structural Details 1E820:Qrxr€oF 9E S.^rc�' -45 Scale. 1/4'" = 1'_0'! 1. REVISED TYPICAL WALL SECTION .54 2. REVISED DECORATIVE DETAIL NOTE a '`�',s�ONAL ti?,.� ,,& � n r i "�,�"` rlrli °`E° -�4 ® ��►1titi111I►►►►►r 3. REVISED PRESSURE CHART FOR "B" 11"' i` � � E �4 EXPOSURE ��� "�� ,•• tS 18MAR20: �'' Na.39 2$ '� ' 1. REMOVED ALL NON-STRUCTURAL STEFHEN E. KASTNER, P �: DECORATIVE ITEMS FLORIDA REGISTERED ENGINEER � *; * • 2. REVISEQ PRESSURE CHART BACK TO LICENSE # PE 0039528 = -L! • ' EXPOSURE "C"; SEE REVISION 5320 FLORIDA PALM AVE. 7� STATE OF NOTES FOR 1 8MAR20 ON SHEET 1 COCOA, FL 32927•°. �i���•.;LORID;�.° .' . 3. REVISED TYPICAL WALL SECTION (321) 403-2093 �� ���` 4^ ADDED FLAME SPREAD INDEX NOTE ►►►,,,,,,,,tt\� I � � t 1 s 20C AMP PANEL 4/0 ALUM MIN WIRE SIZE WEATHER HEAD 4/0 ALUM MIN WIRE SIZE 2001AMP DI C. CU TO COLD WATER PIPE AT HOSE BIB METER #4 COPPER GROUND TO 5/8"x20'-0" REBAR EMBEDDED IN FOUNDATION (AND GROUND 5/8"x8' GALV. DOWN ROD) ABOVE GROUND ELECTRICAL RISEN 200 AMP PANEL 4/0 ALUM MIN WIRE SIZE ICI 200 AMP 4/0 ALUM MIN DI C- WIRE SIZE CU TO GOLD WATER PIPE AT HOSE BIB ELEGEND.dwg EXHAUST VENT NOTE: 16MAY18 1; ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. 2, DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL, (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ]PLUMBER: 1. WORK SHALL COMPLY W/ LATEST ED OF FBC PLUMBING. 2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3. CLEANCUTS SHALL BE PROVIDED @ BASE OF STACK & @ 4'-0" AFF IN LAUNDRY ROOMS NOTES TO ELECTRICIAN: 1, SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72, 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 1C' OF SLEEPING ROOMS, COMBINATION .UNITS MAY BE USED. 3. WHERE NO CO DETECTORS ARE SHOWN, COMBINATION .SMOKE/CARBON MONOXIDE DETECTORS SHALL APPLY AS REQUIRED. 4. ALL LIVING AREAS SHALL HAVE AECI CIRCUITS ONLY. S, USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. & GARAGE DOOR OPENER OUTLETS TO BE GFI PROTECTED. 7. ALL OUTLETS TO BE TAMPER —PROOF. 8. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2014 EDITION OF THE NEC. 9. ALL 15 THRU 20, & ALL 125 THRU 250 AMP NONLOCKING RECEPTACLES IN WET LOCATIONS SHALL BE WEATHER RESISTANT. ELECTRICAL SYMBOL LEGEND SMOKE/CO DETECTOR �D (COMBO UNIT) EXAUST FAN 3 SWITCH WALL MOUNTED 3—WAY SWITCH LIGHT FIXTURE Y CEILING MOUNTED 4—WAY SWITCH LICHT FIXTURE DIMMER SWITCH § RECESSED CAN LIGHT FIXTURE 11C} V OUTLET RECESSED VAPOR v PROOF FIXTURE �4 SWITCHED OUTLET FLUSH MOUNTED 0 LIGHT FIXTURE 220 V OUTLET 220 PENDANT LIGHT DIRECT WIRE FLOODLIGHT TV JACK FLOURESCENT PHONE JACK PH> LIGHT CEILING FAN SPEAKER PREWIRE PREWIRE ONLY METER #4 COPPER GROUND TO 5/8"x2O'—O" REBAR EMBEDDED IN FOUNDATION (AND GROUND 5/8"x8' GALV, DOWN ROD) COMMUNICATIONS SYSTEMS NOTE; THERE SHALL BE AN INTERSYSTEM BONDING TERMINATION TO INCLUDE PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS. THE INTERSYSTEM BONDING TERMINATION SHALL BE ACCESSIBLE FOR CONNECTION AND INSPECTION AND MUST BE LOCATED IN ACCORDANCE WITH ARTICLE 250.94 OF THE NEC. ELECTRICAL LAYOUT NOTE: THIS SHEET PROVIDED FOR COST ESTIMATING PURPOSES ONLY. SPECIFIC DESIGN INFORMATION, IF REQUIRED FOR PERMITTING, SHALL BE PROVIDED BY ELECTRICAL SUBCONTRACTOR UNDERGROUND ELECTRICAL RISER x w 60 z sc u z IiI 'd OI�I��mlO A cu 0 � O O � N u Q U rn V�y CU a 0— D Cn 2 0 i va 0 I CT Ca') N LO CN cY7 co CO Chi} d Cr 7 Cn LO C.. 0 J to LL 'D C14 D _j CN Cb U) C Z 0 ti D_ J Ln Sheet 4 of 6 Electrical Plan Scale: 1/4" = 1'-0" DRAWINGS DO NOT REQUIRE ENGINEERING SEAL IF SYSTEM IS UNDER $120K & 800A (ELEC); 15 TONS OR LESS THAN 100 PEOPLE (HVAC); & 250 FIXTURE UNITS (PLUMBING), & DESIGNED BY A STATE LICENSED CONTRACTOR. [F.S. 471.003,(2),(h)1&21 T2NOTES dWy HANGER TO MASONRY/CONCRETE 19SEP16 CONNECTION NOTE: TO ANCHOR HANGER TO NIASONRY/CONCRETE. FILL .ALL HOLES W/41."O X 2�" TAPCON SCREWS FRAMER NOTE: FOR GIRDERS BLARING ON FRAMED WALLS, MINIMUM STUDS (SPF GR2) UNDER BEARING SHALL BE GIRDER PLYS PLUS 1 ONO. SHIFT STUDS AS REQUIRED TO ACCOMMODATE CONN. MIN. NO, 2 I- SPF STUDS ri N 10d NIP,ILS AS SHOWN c FLOOR TRUSS NOTE: =LO'DR TRUSSES WITH NO UPLIFT SHALL BE IE NA1LED TO BEARING FOR STABILIZATION. 1C? OTHER UPLIFT CONNECTIONS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT. TRUSS CONNECTOR LEGEND X X INDICATES THE ENTIRE INDICATES A. SPECIFIC INDICATES ALL INCI_LOED WALL TO THE CORNERS. TRUSS TO TOP PLATE TRUSS TO TOP PLATE LINTEL CONNECTION. LINTEL CONNECTION. I TRUSS LAYOUT be REACTIONS RECEIVED (& -1 INSERTED IN DRAWINGS) FROM: A 1 ROOF TRUSSES 772-409-1010 STRUCTURE TC BE DESIGNED AT WIND SPEED & PRESSURES SHOWN IN THESE PLANS (MINIMUM). IT IS ACCEPTABLE TO ENGINEER OF RECORD TO HAVE ROOF SYSTEM & CONNECTORS DESIGNED AT HIGHER LIVE & DEAD LOADS, WIND SPEED, AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS.. TRUSS -TO -TRUSS CONNECTOR NOTE: TRUSS COMPANY HAS SPECIFIED TRUSS TO -TRUSS CI"1NNEC70RS. SEE TRUSS ENGINEERING, BOOKLET FOR THESE CONNECTIONS, 8d FULL HEAD RING SHAN12 GUN NAILS @ 4" OC W/IN 48" 8d FULL HEAD RING OF EDGES, RIDGES & ON FACE SHANK GUN NAILS @ OF GABLES, 6" OC THEREAFTER Z �&" OSB OR " CDX MIN SPAN PLYWOOD CLIPS (1) CLIP RATING 24/16 (SHINGLE); EVENLY SPACED BETWEEN 32/16 (TILE) DO NOT OVER TRUSSES (MIN). [NOT READ DRIVE NAILS FOR J" SHEATHING.] TYPICAL NAILING SCHEDULE NAILSCHED,dwg 06MAY14 JAP SCALF: NTS M'l REPAIR CONDITION .#2: STRAP IS 3/8'"' TO 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN TRUSS AND STRAP. BEND PER DETAIL AND NAIL 7-10d. CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN W/ USP RT16V ANCH TO WALL W/ (4) 1 / 4%1 -3/4" TAPCONS & TO TRUSS PER MFGR SPECS. *MAY USE 16" TWST STRAP(S) & (4) TAPCONS EA. l`*1 1 /4 "x1-3/4" TAPCONS AT LEAST 1 " FROM TOP* STANDARD REPAIR'S FOR STRAP PvflSALIGNIMENT APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BF U'ED ON EITHER SIDE OF WALL. STRAPRPR.DWC 16DE009 SCALE: NTS MAD -CO FN_SCHLDULE. dw9 1 70CT05 CONNECTOR REVISION DATE: DDMMMYY ANCH OR/CONNT]ECTOR SCHEDULE NOTE: CONNECTOR ASSEMBLIES ARE INDICTED BY LOAD PATH SYMBOL o = *XXXX*: SYP (SOUTHERN YELLOW PINE VALUES) MFGR.: "U" = USP, "S" = SIMPSON, "G" = GENERIC o €ALTJ; INDICATES ALTERNATE COMPONENT,/USE NO.TNIFGR. IN 0 - 0,TY. PART NO_ ATTACHMENT CONNECTED ELEMENTS: RATED UPLIFT IN LBS 101) l) 1 HTA16 (10)-10d x 1,5 TRUSS TO BLOND BEAM 1870 (10 2) 11 2 HTA1 6 (10)1 Oct x 1.5 EA TRUSS TO BOND BEAM 2430 (104) U 1 U G T S (2)-3/4" WEDGE ANCHORS GIRDER TO BOND BEAM 7813 109 U 2 HTT45 (26) 1 0d x 3.0 �c 5/8"0 ALL THREAD GIRDER TO (BOND BEAM 9990 DRIEL/EPDXY— 1 2" EMBED EA NOTE: UNLESS NOTED OTHERWISE ON THESE DRAWINGS, I.) TRUSS/LVL TO C1V LI/CONCR ET E CONNECTIONS ARE /1 0 1 . FLNNOTEIn dwo GENERAL (PLAN NOTES: 2asErn�I 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER, 2. A SINGLE 8" BOND BEAM SHALL BE USED WITH (1) #5 REBAR II%.I THE TOP COURSE. NOTE TO BUILDER: � ALLOWABLE TOLERANCE SPACING AS FOLLOWS J BOLT .......................... ± 2„ 0. C, DOWNPOURS...... ....... - . - ± 0" 0. C. 9 STRUCT.dwg SHEAR WALL NOTES: 25JUL19 GSW1 STUDS: ' A) FOR SHFARWALLS, BLOCKING IS REOT AT ALL SHEATHING (EDGES BETWEEN STUDS. B) SPACING AT 24" ON CENTER (MAXIMUM). C) FOR MINIMUM SPECIES AND GRADE SEE GENERAL N07ESi D) SHEARWALL ENDS SHALL BE DOUBLE STUDDED, THIS MAY BE A COMPOSITE OF A FULL JACK AND STUD OR A COMBINATION OF CORNED STUDS. GSW2 STRUCTURAL WALL SHEATI-11INIG: MINIMUM 15/32" (-.DX PLYWOOD OR 7/16" APA APPROVED �,S.B. GSW3 NAILING SCHEDULE: USE 8d GUN NAILS AT THE FOLLOWING SPACING: 6" ON CENTER THROUGHOUT (UNO) GSW4 -DENOTES SHEAR WALL LOCATION A) LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WALL kEOUIRED B) IF THERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING EXTERIOR FRAME WALLS GREATER THAN 16" IN LFNGTH ARE REQUIREO TO BE CONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL). GSV.l5 INTERIOR SHEAR WALLS SHALL USE 7/16" 0 S.13 SHEATHING NAILED WITH 8d GUN NAILS AT 6" ON CENTER THROUGHOUT UNO WITH A J-BOLT, WEDGIT, OR A H7722 REQUIRED AT ENDS UNLESS I RAVE WALL TO BLOCK CONNECTION IS AVAILABLE. PROVIDES 197 plf IN GROUP III SPECIES FRAMING). GSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END ARE SHEAR WALLS, GSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS. STRUCTURAL NOTES: G1 DESIGN PARAMETERS: DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES ROOF LOADS- LIVE LOAD (LL); 20psf (25% DURATION INCREASE) DEAD LOAD (DL): 17psf SHINGLE; 25psf TILE WIND CALCS: DEAD LOAD (DL); 10.2psf SHINGLE; 15psf TILE (60% DURATION INCREASE) FLOOR LOADS: DL- 15psf; LL: 40psf (0% DURATION INCREASE) BALCONY: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 60psf STAIRS: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 100psf G2 MINIMUM LUMBER. SIZES. SPACES, GRADE'S, AND SPECIES (UNO) A) INTERIOR NON -BEARING WALLS: 2x4 STUDS AT 24" ON CENTER. SPRUCE -PINE -FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS. CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS 8) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS G 16" O/C TO 10'; USE 2x6 & MID HE BLOCKING BETWEEN STUDS OVER 10' ONO. C) HEADERS: SYP, OR 2, (2) 2x12 W/ 1/2" SOLID SPCR UNO ON PLAN OR DETAILS. NAIL PLIES W/ 10d 9 3" O/C EDGES & 6":FIELD. D) RAFTERS & JOISTS: SYP, OR 2, UNO ON PLANS OR DETAILS. G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. 07H RWISE THEY SHALL NOT BE REDUCED IN STRENGTH, G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHALL BE PRESSURE TREATED (PT). G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT DRACING',PER BCSI---81 SUMMARY SHEET. 66 TILE ROOF USE 30# DRY IN, 90# FELT & HOT MOP W/ SCREW DOWN INSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO' ONO. INSTALL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER FBC 1507.3.7 & FEICR 905.3. G7 GALV (26 Go MIN) OR ALUM FLASHING TO BE USED AT WALL & ROOF INTFRSECTIONS, CHIMNEYS, GUTTERS, ROOF OPENINGS & SLOPE CHANGES, DOORS, & WINDOWS. USE OF WEEP SCREEDS, CONTROL ,JOINTS, OR EXPANSION JOINTS SHALL BE USED TO DRAIN MOISTURE & CONTROL CRACKING. ONLY WORKERS WHO UNDERSTAND PROPER INSTALLATIONS OF ANY WATER BARRIERS, INCLUDING FLASHINGS AND SEALANTS, SHALL PE USED G8 ONLY SHINGLES & FASTENERS FROM BLDG DEPARTMENT'S LATEST APPROVED ROOF COVERING MFGR'S LIST (IF APPLICABLE) SHALL BE USED. ANCH W/ (6) 7/8" MIN LENGTH ROOFING NAILS W/ .413" DIA HEAD PER SHINGLE. G9 REBAR IS GRADE 40 UNO ON PLAN. PLACEMENT IS PER TYP WALL SECT & PLAN. G10 ALL COEFFICIENTS AND CALCULATIONS ARE PER THE LATEST EDITION OF ASCE 7 AS ADOPTED BY THE FBCB G11 ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABL,E LOADS UNO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS G12 EXTERIOR CEILING MATERIAL WILL BE 1/2" GYP SOFFIT BOARD MINIMUM (UNO IN DETAILS) TO PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY. G13 OVERLAP DOUBLE TOP PLATES 24" AND ANCH WITH 10d AT 15" O.C. WITH (3) 10d's AT CORNERS. G14 LVL SHALL BE PROTECTED FROM MOISTURE W/ HOUSE WRAP OR PAPER BACKED WIRE LATH UNDER STUCCO. GENERAL ]BUILDER NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EBG BUILDING CODE, STANDARD PLUMBING CODE, AND THE NATIONAL ELECTRICAL CODE LATEST EDITIONS AND ALL OTHER LOCAL CODES THAT APPLY. 2. ALL STRUCTURAL MEMBERS EXPOSED TO THE ELEMENTS SHALL BE WEATHERPROOFED. ALL ELECTRICAL CIRCUITS SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. U, THE ELECTRICAL CONTRACTOR SHALL NEATLY MARK ALL CIRCUITS AT THE ELECTRICAL PANEL. 4. THE DESIGN FIRM AND,/OR ENGINEER SHALL NOT E HELD RESPONSIBLE FOR WORK NOT IN ACCORDANCE WITH THESF DOCUMENTS OR FOR THE MISINTERPRETATION OF THE DRAWINGS OR FOR UNSATISFACTORY WORK BY THE CONTRACTOR. IN THE EVENT THAT A PROBLEM OR QUESTION DOES ARISE FROM THESE DOCUMENTS, THE DESIGN FIRM AND/OR ENGINEER SHALL BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION, IF NEEDED, PRIOR TO COMMENCEMENT OF WORK. 5. WIND LOADS ON THIS PARTICULAR STRUCTURE ON THIS SPECIFIC LOT, AS REQUIRED BY THE FBC, 6. ENGINEER REVIEW FOR STRUCTURAL ONLY. 7, STRUCTURAL AND NON-STRUCTURAL DESIGN CHANGES MADE AFTER FINAL SIGN & SEAL IS PROVIDED WILL BE SUBJECT TO ADDITIONAL COSTS. 8. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER-BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. 9. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN FIRM PRIOR TO CONSTRUCTION, 10. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/'OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT, 11. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 12. DESIGN FIRM AND ENGINEER ASSUME NO LIABILI OR RESPONSIBILITY FOR EXISTING STRUCTURE. STEPHEN E. KASTNER, PE FLORIDA REGISTERED EIVGINEER LICENSE # PE 0039528 5320 FLORIDA PALM AVE. COCOA, FL 32927 (321) 403-2093 A°z°Q 0 0 a) 0 x D Q. 0 W 2 TO i W 0 01 C+7 CN i Lo L0 N N (r) r Q tD rn It 00 co rn Uv-a:�M r LL to c: � c U2 ctoo I N z O 1Lo CL J Lo Sheet 5 Truss Layout & Connector Schedule Scale: 1/4" = 1'-0" ,`` %%ji llllllllill E �4 oo No.39528 •;� 100 STATE OF "'A 0 L0 00 r ;T N r - I 4141" I T 33'6" 22141" °N° 608" 3' 10, 11,101, 83' 20' 10" 25"4"" d- N *NOTE. ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. C 0 (UNLESS NOTED OTHERWISE) b ® �T * NOTE: ALL CEILING DROPS BELOW BEAM ARE - o a U) BY BUILDER. (UNLESS NOTED OTHERWISE) � ~ � -0 fl �M°vim` 0 N * NOTE- THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW D TRUSS I.D. AND TRUSS LOCATION ONLY THE BUILDING = , aw" ' ~ DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL � ; Q 0 W Z5 STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR � D GRAVITYAND UPLIFT LOADS. O C- S9 2 L o r O �57 0 -0 FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 c 4 wo AND/OR ENGINEER OF RECORD. o EL REPRESENTS THE LEFT SIDE u, OF EACH TRUSS DRAWING .o < U �C � � •C C t0 fl_ O � C3) ( NOTE: REFER TO SIMPSON CONNECTOR o E U .ate c CATALOG FOR INSTALLATION DETAILS) u z3 i3 � � A LUS24 �-{ HHUS46 Q - - - ctf F 9 � v �Ddis Z CZ U)i B LUS26 J THA426 R��� U C HUS26 K MUS26 S - - - CjY W D HUs28 L THJA26 T--- L 'S E HHUS26-2 M MUS28 U =v=rc— U) 0 F HHUS28-2 N HGUS26-2 V - - - �' z - ° � O m 2 E 9 fA fl 2') 70 � U G LUS46 P HGUS26-3 )( --- v ro= o m o~ HBB HANGER BY BUILDER BBB BEAM BY BUILDER L o (a a [o)f o Lo LSTA12 @ TC & BC * NOTE: LSTA STRAP E5a.9F INDICATED TO BE USED IN 0° o .� !� LSTA12 @ TC CONCORDANCE WITH � L � D CORNERSET DETAIL. � Zb LSTA12 cx) BC ° LOADING ROOF FLOOR WIND LOAD L_r E �L 0 LIVE LOAD 20 - ASCE 7„ 10 W o ' ~ U DEAD LOAD 10 - 160 C a°'i .a � o �, �, - -= D L � 16 d 2 ' � my C C � O LIVE LOAD 0 - RESIDENTIAL - CAT II Et 07 da u7 F- O O z C) DEAD LOAD 7 - ENCLOSED a� L C Q E- .� [n a) C: -a O Z TOTAL LOAD 37 - FBC 2017 RES - N .-- U E_ L � z O D z,.°' DURATION FACTOR 1.25 - TPI 2014 a AC'°�, REV DATE BY REMARKS tll 2 —C U1 w Efn � .fl 7 -0 - � U O , 'D fl O (� C p U n p •--� p U tB O _ �2D.� tll Z3 _-1--1---- - N D D U �; a) W .-- U U) .O ECL - W o2m oQa`�'°O'� m au'i 5 2 - __/------ - _ o cz - --%--I---- u"' (2 L cZ m U& D m � O It is understood that above ❑ APPROVED I o o '5, 2 conditions have been reviewed & ° n are acceptable for the fabrication ❑ APPROVED AS NOTED .- at trusses, elevations, pitches,' overhangs fascias,ceiling ❑ REVISE AND RESUBMIT .21 �'a v w e levatio ns/p itches, bearing E conditions & all detail pertaining ❑REJECTED t a to this truss placement plan. No °J ? " a) U) L back charges will be accepted without previous written approval DATE -0 from an A-1 Roof Trusses Q representative. REVIEWED BY .20 � a q -p a Q O�° O- D O PLAN DATE ARCH:--f--f---- STRUCT:--1--{---- °' �, ~ = D 'ul S17 .20 .�_ C O > D U r CUSTOMER PARADISE HOMES GROUP INC. o v _2 76 E 0 m .t4 � v C JOB NAME THE COX RESIDENCE U N C C)fl_ .0 -2 � o a no .2 � � o m zE OPTION(S) - -a.,.) 4, ui 0I-. W C COMMUNITY M 9 D .N o ' a �6 ILOT# -F IDI 2 C2M.00--s� U fl. C "6 Q C CITY N. HUTCHINSON ISLAND, FORT PIERCE �S D a, ©Q D 0 O) O COUNTY ST. LUCI E W, _ i a., T 0 C W ow ow O C � U ° � � O 15 U (A - "W C BLDG. BLDG. Q a C_ ' o _o TYPE # F 0 IF 'z -0 -0 W C C N O L C CCii U) 70 ~ 1 Q D O v O r D - C / IOB # 77927 MASTER U, ' .� ° L � L ` _ v W U):E; DRAWN SCALE 9I30/19 bi � IDDATE b.a2ac,W�CDC 'Wa-�n 4 o' BS NTS Z> S Cz D fl Q'Uj v D ° O 0-00-0.� O a7O ` �� U) ®'° 40 fl 7. U C) D�za rwow117w,i d r U U 0 J �j -� 0 W _ A FLORIDA CORPORATION Ph 772-409-1010 f Fax 772-409-1015 ` 2 -0 2 E L a http:/fwww.a1truss.com c O W U-0- D a H_ S -O .E '31L \ilk JL l LN AY Z,r KS 2" VTA JIL COX FE WC, z'r 5H