Loading...
1672 ATLANTIC BEACH DR-NEW HOME PERMITBEAC1, DOS `66 Raw) q E Pa. o _ 33 a o w QQ.> L' W 4 z 6ZF N pP <omn ' 4 N N ' .............. F\�°ppFDl CZE ...... ( O ri �F n n o a n 3 A ¢ m F Y a ¢w C M 16.00 < q \ K o pft0Y�E5\OENCE N 0 5Z EIEC• 1030 IQ zo x<�o zo m F N o i 261 lot r a' O coo, E-1 �D o W Ci a 2$61. � • • � 10 ga'E i5.0�(i n O W Z w O 0 25 W Lu inN � LU tV 0 Zzw C) o TFTACs A'c1oN \� °' CL O LrL col Q0 0 W W OEIco I�Z x O O PU n H a Z w0coI ... ay W Qa' P>F4, V � o M BEAC1, DOS `66 Raw) q E Pa. o _ 33 —O Lq0 a o w QQ.> L' W 4 a UQ18� 6ZF N pP <omn ' 4 N N ' .............. F\�°ppFDl CZE ...... ( `_ ri �F n n o a n 3 261 ¢ m F Y a ¢w QV M 16.00 < q \ K w pft0Y�E5\OENCE N 0 5Z EIEC• 1030 IQ zo x<�o zo m F N o i 261 lot r a' O coo, o o Ci a 2$61. � • • � 10 ga'E —O Lq0 a o w QQ.> N rcU a UQ18� 6ZF 4- tloo�s�W ' ' .............. F\�°ppFDl CZE ...... ( `_ r �F Egg. EU eft 261 OPft PRPOE M 16.00 < q \ 14 pft0Y�E5\OENCE N 0 5Z EIEC• 1030 O 00 � t 61' Hk ' n11 ON TO $6\iX g533g J to i 261 lot r a' O \"• E0 �ED.. � . � 1'00 m: ��� '�. �',,� � Ci a 2$61. � • • � 10 ga'E i5.0�(i n ,5 Off, XPi \ 25 W Q inN o TFTACs A'c1oN \� °' God GokRSE \ 1 PE�� P a o w QQ.> W J m rcU a UQ18� 6ZF UQ tloo�s�W P `_ Aa1w �F Egg. EU o 0000 a o w QQ.> W J m rcU a UQ18� 6ZF UQ QO « zF r o Oz. j as a w i .a� Zo 9 �o o z�d =a yaw WO aQ F = aao w3 � za z owa - mo o o o uya. i Wgw ««> �m o ��g 0 aF�� US a LLj oN0 m� am ON �z i�+o o nH wa lw� Zy NQ�a a m w OZ AE Liz. 2x _<_ _ oW F �00 o Zz a oNao i _qNN wm 2Z ZQ� zoF Na �< agx.pxWQo9zgUo� m�XngQa�; < 6 rc� IS €o6 z aha �G�ooaoo<yoF rcr� ozouz<,�-��,- Eo« w<4 Ns�o�aw=mo�waw < �twim �w�rz=omwg "w6waNmwa�o9. w �Nwr mFNo. �oo�ms-v_i3wa�-^spm�3mc�+s �omw �n a Naa�I <w mo N - P m� Q�zy a�wo ia€w�a�€���ma�n«.w vi.:oa -anz ammriu3 oi.-.-�c�iH^`i°_mmc�iW_N 8 " g � � N II X + Q =o \ U o v ^ O o.. Sa o • O o oz F a c5 I» F- U > Z Z W x�w w E'1 43 o N �1 �w A UNal _E° - ° c� R. w. 'Et u z mw — —` c >r ,OO C-2�"w & E n o� P ddCQ so+T o I J�j� ri; E ted• way E. E > 8. UI a�E z�y6mom°'E �r =E {y�Oy{y�yyi U ��i o U P9p n r z Lo n .� ppppppppp �' rn ,EEc `wnm zz m Frl pi'O N° N O O z uta o a Z Eta ¢�W rad O J `Or mw ¢ v d a U K r o °> o = O Q U = J m - g HNO W¢ �O 3 vwi W V4 gill ''Nal Ind T' 110 a �'i 1vi wOil 11111 Milla � a All claims for error or defective material must be made Beam Span Depth Plies BM 1 1 12' within 5 days Y of receipt of goods p g and prior to installation. Otherwise said claim will be denied. 12 LOADING CRITERIA 1 THAC426 2 THA426 11411 / Roof Floor 24” o.c• THA426 I �' I i I F15 ... �. Top Chord Live Load 20.00 40.00 p.s.f. - - -LL N y THAC426 o N // I / I Top Chord Dead Load 7.00 10.00 p.s.f. — — -- — F15 ED. 00 N Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. Total Load 37 125 p.s.f. V Duration Factor 1.25 1.00 i Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. i Wind Usage RES. CAT II Building 'Exposure B Building Type Closed 141011 19' 611 8'5 101 111 81 11i'1 24'4 131611 NOTE j It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting -- 0 0 03 4 { d 00 0o 0 02 01(1 ) structure per reactions shown on truss engineering. Special -' o 0 o 0 o BO 7 ( ) 07 2 `� I - considerations for mechanical equipment and/or plumbing (and M m m m m HG Js26- CV 3/4" Rimboard (By others) CV FG03 their connections) in truss space must be diagrammed by the HHS FG02 °r N - 1\1 r- i builder an approved truss layout prior to fabricaton. ,48 —� � _ Manning Building Supplies is truss N �. �- �-- T .- 9 g pp" a manufacturer whose o � HHu. .48 0 �� / �� / / / 4..; / / � ti responsibilities are limited to those described in WTCA 7-1995 ,104 V — u (sections 6.0 and 7"0). Accordingly, it disclaims any LL�, / — — 1 — —1 i -- -- / -- -- �— -- T responsibilities for the the construction design, drawings, HHU •48 0 1 8 11 24 2 0 / / / / / documents includingthe installation and bracing of trusses 9 .. r(/ c. co a / / / / manufactured by Manning Building Supplies. HHU 148`I / y a ty ✓."t; I ^\ / rp / / 24" o.c. . F (3) � 10511011 Load Bearing VVall _ YY arning. I HHu 48 Above 'I I F22 I Conventional framing, erection and/or permanent bracing is not \ C14the responsibility of the truss designer, plate manufacturer, or Persons I o / truss manufacturer. erecting trusses are cautioned to o HHu ,48 O . .. , �,, n. / / Y / / / / / seek professional advice regarding erection bracing which is , BO I ---- — - - ---- ---- ---- -- --- — -- o - N ( ------ -----� I I I u_ .. / / always required to prevent toppling and dominoing during CN HHU ,48 Li // / -1 r- / // /� / // // erection; and permanent bracing which may be required in I cv M b. C:) O o O PO (3)06 specific applications. See "Bracing wood trusses commentary .., a and recommendations( BCS/ 1-03) for further information. I HHU 48 —_ r —� FF ` � `� Trusses shall be installed in a straight and plumb position. _. ;, C:) r // rA/C Chase THA42 Q 0, Where no sheathing is applied directly to the top and/or bottom HHU 48 THac422 F21 o c :_ a L chords the shall be braced as specified on the engineered Y w „.. . , ,. 1 11 / 1 rl THA422 2z 1 6 1 f2 m m Q design. Trusses shall be handled with reasonable care during I HHu 48 I 1 8 / THA422 ee, -F,; .� F20 5 �' erection to prevent damage or personal injury. -. 00/ �..� ... ;:,.w o _ I m C7 HHU '48 ( /� THA422.,, THA422 - #k,,, ,, �; , .,. , ,- >�: Approved truss anchor by builder. 2x4 minimum ap and bottom chords. r,„' � L .. C / Co F 19 � � Approved truss anchor by builder. Square Cut overhangs. 12 . O^ I' / THA422 ,. I / I T� IWall Heights n thislevel =11-1/8” 0" 8 O x HHU 48 THA422 6IV11 / I 9-718" e C .,, ,r. .. .. r U ..,,, I -. .,<7 ,w ... .r':'.+ b 5:.,,' a I. / THA422 a ,-, ,..;� . r..;. ;x k ; 3/4 Rim Board �i pield Applied &1/2" BRO. 12 N HHU 148 p �l THA422 / N �. Co CMD ( / THA422 I / N N .. . >. - �'� - e '?u 7 , pis,„, e d .. q iHHU '48 //) THA422 / 1121411 LVL Schedule Beam Span Depth Plies BM 1 1 12' 2011 2 s.in• 3 Unless noted otherwise. Typical Floor Truss Ends Typical Truss Ends THA422 I / F03 Hanger Schedule - Qty H G U S26-2 1 THA426 14 HTU26 4 141611 I / ,I F 17 - 0 THA426 12 THAC422 1 THAC426 2 THA426 11411 / 24” o.c• THA426 I �' I i I F15 ... �. - - -LL N y THAC426 o N // I / I I / /�I `° — — -- — F15 ED. 00 N Hanger Schedule Hanger Qty H G U S26-2 1 HHUS48 14 HTU26 4 THA422 11 THA426 12 THAC422 1 THAC426 2 olh54b` LJ THAC426 0 F14 THA426 1' 2"CN A d N co It LO Co HA426 - 07 2 CO (5) 1141,,x6.. ;:, o o C0 (3) 0 0 0 O 0 a K .� � . , e � >1 d - U U U U U HA426 1 11 F 1 M 1 a. ,aiv, ;:: •.y5 .v.'I �:a: -.-,. ,"". ` �i':'qµ, .t, '� 'hF' - . ':. . � ., Fol Engineer of Record: 29'911 211811 10' 611 41011 191411 Floyd S. Simpson - FL PE #50791 OFFILCE11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 SHOP DRAWING REV" DISPOSITION ATTfN*ON: Review of shop drain+i* rs onfy`for 'Conformance with the de:�gn concept of the project am does itoi relieve the contractor Manning n � n � � � � I Ci � n g of responsibility for any deviation from the requirements of the shop t drawinjs. Contractor sha0determine and verify all field measurements. Supplies, INC. *AP?ROVM �-RETURNED FOR CORRECTION 11155 PiiiIIlpS Parkway Dr. E. 0 APPROVED AS NOTED 13 RETURNED WITHOUT ACTION Jacksonville, FL 32256 0 NCS APPROVED� a SEETCO RANi s ITTA LETTERPhone: (904) 268-8225 Fax: (904) 260-2981 �� uOIL— WWW.MBS-CORP.COM Hl1LS ERG ENCINEERI46.INC. FLCER JAXTRUSS@MBS-CORP.COM 11481 T. AUGUSTiNE 1011202 JACKSONVILLE. FL 322 Customer Riverside Homes Job Name: Calder Residence Lot/Blk/Subdiv 861 1 Atlantic Beach Country Club Scale Date: Drawn By: Job Number 1/4" = 12/21/2017 JB J170739 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSE EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 0 tV N olh54b` LJ THAC426 0 F14 THA426 1' 2"CN A d N co It LO Co HA426 - 07 2 CO (5) 1141,,x6.. ;:, o o C0 (3) 0 0 0 O 0 a K .� � . , e � >1 d - U U U U U HA426 1 11 F 1 M 1 a. ,aiv, ;:: •.y5 .v.'I �:a: -.-,. ,"". ` �i':'qµ, .t, '� 'hF' - . ':. . � ., Fol Engineer of Record: 29'911 211811 10' 611 41011 191411 Floyd S. Simpson - FL PE #50791 OFFILCE11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 SHOP DRAWING REV" DISPOSITION ATTfN*ON: Review of shop drain+i* rs onfy`for 'Conformance with the de:�gn concept of the project am does itoi relieve the contractor Manning n � n � � � � I Ci � n g of responsibility for any deviation from the requirements of the shop t drawinjs. Contractor sha0determine and verify all field measurements. Supplies, INC. *AP?ROVM �-RETURNED FOR CORRECTION 11155 PiiiIIlpS Parkway Dr. E. 0 APPROVED AS NOTED 13 RETURNED WITHOUT ACTION Jacksonville, FL 32256 0 NCS APPROVED� a SEETCO RANi s ITTA LETTERPhone: (904) 268-8225 Fax: (904) 260-2981 �� uOIL— WWW.MBS-CORP.COM Hl1LS ERG ENCINEERI46.INC. FLCER JAXTRUSS@MBS-CORP.COM 11481 T. AUGUSTiNE 1011202 JACKSONVILLE. FL 322 Customer Riverside Homes Job Name: Calder Residence Lot/Blk/Subdiv 861 1 Atlantic Beach Country Club Scale Date: Drawn By: Job Number 1/4" = 12/21/2017 JB J170739 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSE EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 All claims for error or defective material must be made within 51 days of receipt of goods and prior to installation. Otherwise said claim will be denied. LOADING CRITERIA Y p J Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. Total Load < 37 125 p.s.f. i Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT 11 Building Exposure B Building Type Closed 211311 251811 24'4 NOTE It is the responsibility of the building designer or architect to r------------------- --- ----- I-------------- --------------------------- provide an appropriate connection for trusses to supporting r-------------------- -1 I I Outline of 1st Story Below structure per reactions shown on truss engineering. Special bo 00 C71 01) considerations for mechanical equipment and/or plumbing (and `4 o o t I o o N C their connections) in truss space must be diagrammed by the jj I builder an approved truss layout prior to fabricaton. I 1 J OO — _ I ( Manning Building Supplies is a truss manufacturer whose I I J08 - Ln J08 I responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, J09 J09 documents including the installation and bracing of trusses D 1 manufactured by Manning Building Supplies. I I ° Dot _ Warning: N N I Conventional framing, erection and/or permanent bracing is not D03 �n the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is I _ 1I 0fr D04 I always required to prevent toppling and dominoing during I erection; and permanent bracing which may be required in specific applications. See "Bracing wood trusses commentary io o and recommendations (BCS1 1-43) for further information. N 51011 j Trusses shall be installed in a straight and plumb position. o I Where no sheathing is applied directly to the top and/or bottom 41011 I chords, they shall be braced as specified on the engineered j I design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. Approved truss anchor by builder. —-----'_-------"_---------- - ----J 2x4 minimum top and bottom chords. 2x4 minimum top and bottom chords. HTU26 Square cut overhangs. 12 square cut overhangs. 12 I 151911 5' ;, II Wall Heights on this Level = 91-1/8" b e b e HTU26 9.718" 17-718.. 0 0 \p� 5 1/2" 2 5 112" 12 12 Cfl 1L Field Applied BRO. :NI�L Applied BRO. i HTU28 ( n ss noted (nless nod -L-------------------- I M � " o HTu2s _ Hanger Schedule Hanger Qty HTU26 12 otherwise. otherwise, Typical Truss Ends Typical Truss Ends J 1 3 ��% HTU N D07 HTU26 LO as J 14 HTU26 D08 HTU28 r J I HTU t._ 9 HTU26 41 Oil o 01 2 o Rotate Attic Access W _ HTU26 7D10 HTU28 N J20 b J 14 o r`- ✓j? 0 J13MJ ----------------------------------------------- co d- M r c r e - Engineer of Record: r Floyd S. Simpson - FL PE #50791 29' 9" 321211 410" 191411 11481 Old St. Augustine Rd #202, OFFICE Y Jacksonville, FL 32258 REVIEW DISPOSITION Manning Building s140? DRAW AENTiON: Review of shop dra+Niltigs is o�� for Icon .... a witty Supplies, INC. tt1'design concept a the Aviation #rom the ect and does frequot requirements theif contractor the shop 11155 Phillips Parkway Dr. E. ieve nl responsibility for any ll tawings.Contractorsha8determineandverifyall(ieldmeasurements. Jacksonville, FL 32256 D RETURNED FOR CORRECTION PPRovED Phone: (904) 268-8225 b APPROVED AS NOTED❑<RETURNED WITHOUT ACTION Fax:. (904) 260-2981 13SEETRANS iTTArLLETTERBS% VVM.MBS-CORP.COM t7 NOT APP06) COMMENT ENT cMBS-CORP.COM DATE-- aY FL CER 25846 HULSRERG ENGINEERING, INC. Customer 11481 ST. AUGUSTINE R0. # 2112 JACKSONVILLE.FL32258 Riverside Homes Job Name: Calder Residence Lot/Blk/Subdiv 861 /Atlantic Beach Country Club Scale: Date: Drawn By. Job Number: 1/411 =1' 12/21/2017 JB J170739 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUISIER EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360....., WEYERHAEUSER RIMBOARD 6527.5 „ 13 4” 27-11" 6' 9'-0.. 16-3" 2-8" 9'-5.. 8'-11" 24'-411 4'-62' 2 4,�" 4. 6.. 14'-10 5-O, 3'-(7` GAS 2650 SH 265° 5H6AS STUB 264 5H TANKLESS KILL 0 3'-0" AFF SILL 0 3'-0" AFF STU GAS WH AIC AIC SILL 9 3'-6" AFF H.B. = 46''h WALL W/ CAP COM}' COMP. 3°° a _ IFT- OHC o © OHC 5 5H i --- i I SVC. DK. 3 5 5H _05 o ----- MICRO_TDB , e , I 0 6 — _. � I I GAS __------------ -- - - -- - 4 4 H I I GAS SILL Cd 2'-6" 4F 0 DRAWER VE 5 N STUB REF. o Q SILL Cal 4'-6" .AFF 111 n D I STUB i W15: _ I I PREPLUMB �' CDOKTOP Wl = _ i u i I LOOP I I VE ;NTED HOOD o i �--- L N p1tY SUMMER PLUM _ °� CAB. p SINK CAB. i i i W i i 10' CLG. Oi o KITCHEN W/ KITE H E o I I VENTED HOOD C� E w L i � i o b P n 0 UJCV SINK 16'-3„ X 1Q'-0" COUNTER 3 8 DOOR 1513/8" MIN: 4., LL- 8'-2" X 10'-0" D/W10' CLG. PKT SOLID CORE OR 20W/DISF4 i °dJ 10' CLG. `fl = II � I( II 12'-11" r\ 0 �\ I:a L-------- 1. DOORS AND WINDOWS ARE APPROXIMATE BAR70P &-0" OVER 35"h ALL HEADI STOKAG MUD BENCH W/ I I t 1 ! \ � _ T ( - UNDER CUBBIFS AND p I I EX I E I V PE P d 10' CLG. I I STA SHIP LAP iv I u� I 23'-10" X 21'-7 N r—i1Z[t _ _i f---- ---� I I I< I 10'-1J"PL HT. LM T I u I STORAGE TRUSSES r L/ AI I II II I I I N _ (1 13' -10°x.28' -a" 10'-1 J"PL. HT. I I I (I I PINING 1 � , I I I 14'-0" X 12'-0" I < 9 II II I I r -I r 1 �TAIN>=D BEAMS 10' CLG. w -^ — — — — I I I I WALLS BETWVE�J GARAGE AND SIDENCE Q 1�MIL1� _ � I I I TO BE CavERw/ �" MINIMUM G pSUM 11 I I i BOARD ON GAR GE SIDE OF STU WALL o 00 I I I I I "Z20'-E0i" x & SH n N_ n - C�56SILL2 " AFF—— HEADER C 8' UJ _ - °?N -11 2'-0" ' fKLfLUMn d� 7-71 6-2" T_Q" I I I 2,�-0�' 7.0,, GAS S UB WALL - o _ 2'-5�' „ 3'-7" -9" 5'-Q" Q icy — ' 2 `r 7- 7-2 Ul' 19 RI5ER5 � I 6'-4° = 715/32" RISE 4 ISOKERN DUAL 10" RUN INSET14" w I 6.67 N DOOR do FUEL VENTED - O WITH 4" 6. 7"42" FIREPLACE 5 5;HJ o o - BUCKS I Q p.. FOYER ° ., cv G. �a o CLG. = ST � FR.I 2. _„Cq 20'-7” 5'-8•,3'-10.. 7�" rl 10 CLG. — —N �c�`fi eIl—,O'CLG. W D� 4 I 36"h WALL PREPL MB 11' CLG. 7 I— � � � IGAS STUB _ N I 2'-1 2 1 2'-1 2'-1 U- F10F\CHJ �'I I o HEADER c '8' �, �o I 8'-0' x 18' o' c� rF7r-- HEAD _I PAKTIALLY COVERED BY <C x c] I -I II I ROD &SHFLF o� Q WINDOW I DECK ADOVE II ------- N IIc WITH40N I 2'-4" -6' N P%_t,o� 6 ° _ OW NER S DYBucKS.DIU� I( I I I I� w x I 2 8 V/ \�N 13'-10" X 13' �" IPREPLUMB sv PKT C 1 '-0" X 14'-11"I I I <2 I 1' �„ 4' 4 - c4o -2` 10' SLG. — J 10' CLGcxiGA5 ST`� 40f FERED CLG. I I I — MPRD WALL ;INSET I I I I I 11 I I I ILLWITH 4" WINDOW1 I I 11 I I i I I � � LU Lij LL 1 L_ WI —J L --J L --.J L_BUCKS — dI 10'CL>:I < co) --- — — — ---ROD & SHELF N J N N Cn 3°56 SH 265° 5H 265° 5H 3°56 SH H.B. SILL Ca12'-6" AFF 3°56 5H GAS TAIJKLE55 2°3° 5H ILL C� 3'-0" AFF SILL C 3'-0" AFF TMPRD GLS SILL C 2'-6" EGRESS SAS WH TMPRD TMPRD F SILL Cil 2 6 AFF STUB SILL 0 5 Q AFF ENCL. OVER AF 1-62'? 1'-102" 1'-10" 3'-011 -242"h WALL 14'-3" 3'-5" 12'-0" 15t FLOOR FLAN MECHANICAL EQUIPMENT NOTES: NOTE �o ��eME�: SQ. FT. CALCULATIONS EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE pIST FLOOR LIVING F6GR302.5.2: DUCT5IN GARAGE SHALL 6E MIN 26 � 2364 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE 2ND FLOOR LIJG 1192 OMu�� ALLOWED. C Ro�D TOTAL LIVING 3556 APS' F13C-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND GARAGE 567 ALL SIDES OF MECHANICAL EQUIPMENT AND PORCH 75 COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH LANAI 397 OF THE ENCLOSING SPACE 5EING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER 6ALCONY 75 TOTALCOVEREDsn 4670 GROUND -MOUNTED MECHANICAL UNITS SHALL 6E UNCOVERED PORTION OF PORCH 69 ANCHORED IN ACCORDANCE WITH F5C-R, SECTION M1307.2. VOLUME OF CONDITIONED SPACE 34,688 1® ■ NU'1� 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR 2.:EXTEND LANAI 4' OUT INUTE FIRE RATED w o °' 5. ISOKERN DUAL FUEL VENTED 42" FIREPLACE 6. FR. DOOR AT OWNERS SUITE TO LANAI 7.46"h WALL W/ CAP AT LANAI - 8. PREPLUM6 SUMMER KITCHEN W/VENTED HOOD I) 10. (2) TANKLESS GAS WH 11. GAS PACKAGE W/ 5- DROPS 12. GARAGE STORAGE TRUSSES 13. PREWIR (3) GAS STUB AT FRONT PORCH 14. COFFERED CLG IN FAMILY ROOM 15. COFFERED CLG IN OWNERS SUITE 16. NO TUE IN OWNERS 68TH REVISIONS �d 9'-1..X7 2" a� I Ioi MUp o I0 w� 10' CLG. I z) 10' CLG. X80 N rn 41 2'-22" --- -----_ �� I�x HEADI STOKAG MUD BENCH W/ I I t 1 ! \ � _ T ( - UNDER CUBBIFS AND p I I EX I E I V PE P d 10' CLG. I I STA SHIP LAP iv I u� I 23'-10" X 21'-7 N r—i1Z[t _ _i f---- ---� I I I< I 10'-1J"PL HT. LM T I u I STORAGE TRUSSES r L/ AI I II II I I I N _ (1 13' -10°x.28' -a" 10'-1 J"PL. HT. I I I (I I PINING 1 � , I I I 14'-0" X 12'-0" I < 9 II II I I r -I r 1 �TAIN>=D BEAMS 10' CLG. w -^ — — — — I I I I WALLS BETWVE�J GARAGE AND SIDENCE Q 1�MIL1� _ � I I I TO BE CavERw/ �" MINIMUM G pSUM 11 I I i BOARD ON GAR GE SIDE OF STU WALL o 00 I I I I I "Z20'-E0i" x & SH n N_ n - C�56SILL2 " AFF—— HEADER C 8' UJ _ - °?N -11 2'-0" ' fKLfLUMn d� 7-71 6-2" T_Q" I I I 2,�-0�' 7.0,, GAS S UB WALL - o _ 2'-5�' „ 3'-7" -9" 5'-Q" Q icy — ' 2 `r 7- 7-2 Ul' 19 RI5ER5 � I 6'-4° = 715/32" RISE 4 ISOKERN DUAL 10" RUN INSET14" w I 6.67 N DOOR do FUEL VENTED - O WITH 4" 6. 7"42" FIREPLACE 5 5;HJ o o - BUCKS I Q p.. FOYER ° ., cv G. �a o CLG. = ST � FR.I 2. _„Cq 20'-7” 5'-8•,3'-10.. 7�" rl 10 CLG. — —N �c�`fi eIl—,O'CLG. W D� 4 I 36"h WALL PREPL MB 11' CLG. 7 I— � � � IGAS STUB _ N I 2'-1 2 1 2'-1 2'-1 U- F10F\CHJ �'I I o HEADER c '8' �, �o I 8'-0' x 18' o' c� rF7r-- HEAD _I PAKTIALLY COVERED BY <C x c] I -I II I ROD &SHFLF o� Q WINDOW I DECK ADOVE II ------- N IIc WITH40N I 2'-4" -6' N P%_t,o� 6 ° _ OW NER S DYBucKS.DIU� I( I I I I� w x I 2 8 V/ \�N 13'-10" X 13' �" IPREPLUMB sv PKT C 1 '-0" X 14'-11"I I I <2 I 1' �„ 4' 4 - c4o -2` 10' SLG. — J 10' CLGcxiGA5 ST`� 40f FERED CLG. I I I — MPRD WALL ;INSET I I I I I 11 I I I ILLWITH 4" WINDOW1 I I 11 I I i I I � � LU Lij LL 1 L_ WI —J L --J L --.J L_BUCKS — dI 10'CL>:I < co) --- — — — ---ROD & SHELF N J N N Cn 3°56 SH 265° 5H 265° 5H 3°56 SH H.B. SILL Ca12'-6" AFF 3°56 5H GAS TAIJKLE55 2°3° 5H ILL C� 3'-0" AFF SILL C 3'-0" AFF TMPRD GLS SILL C 2'-6" EGRESS SAS WH TMPRD TMPRD F SILL Cil 2 6 AFF STUB SILL 0 5 Q AFF ENCL. OVER AF 1-62'? 1'-102" 1'-10" 3'-011 -242"h WALL 14'-3" 3'-5" 12'-0" 15t FLOOR FLAN MECHANICAL EQUIPMENT NOTES: NOTE �o ��eME�: SQ. FT. CALCULATIONS EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE pIST FLOOR LIVING F6GR302.5.2: DUCT5IN GARAGE SHALL 6E MIN 26 � 2364 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE 2ND FLOOR LIJG 1192 OMu�� ALLOWED. C Ro�D TOTAL LIVING 3556 APS' F13C-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND GARAGE 567 ALL SIDES OF MECHANICAL EQUIPMENT AND PORCH 75 COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH LANAI 397 OF THE ENCLOSING SPACE 5EING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER 6ALCONY 75 TOTALCOVEREDsn 4670 GROUND -MOUNTED MECHANICAL UNITS SHALL 6E UNCOVERED PORTION OF PORCH 69 ANCHORED IN ACCORDANCE WITH F5C-R, SECTION M1307.2. VOLUME OF CONDITIONED SPACE 34,688 1® ■ NU'1� 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2.:EXTEND LANAI 4' OUT 3. GARAGE SVC. DOOR 4. W/S LOOP 5. ISOKERN DUAL FUEL VENTED 42" FIREPLACE 6. FR. DOOR AT OWNERS SUITE TO LANAI 7.46"h WALL W/ CAP AT LANAI - 8. PREPLUM6 SUMMER KITCHEN W/VENTED HOOD 9. PREPLUM6 SINK AT I3UTLR 10. (2) TANKLESS GAS WH 11. GAS PACKAGE W/ 5- DROPS 12. GARAGE STORAGE TRUSSES 13. PREWIR (3) GAS STUB AT FRONT PORCH 14. COFFERED CLG IN FAMILY ROOM 15. COFFERED CLG IN OWNERS SUITE 16. NO TUE IN OWNERS 68TH REVISIONS Lot 86 Atlantic Beach Country Club Calder Residence s 1st Floor Plan 1672 Ji -1- &" C buc�, -rix- Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 Al Scale 1/4" = 11_011 Plan of Hatteras C 9 __J Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 Sari Jose Blvd Shite 702 ortheast Jacksomflie, FL 32223 Florida Design, Ine: 904.260.3319 NOTE: SPRAY FOAM ATTIC INSULATION - NO VENTING P,,EQUIRED f❑ ❑ C1f-------------------- --r� r --❑ C-- - -� C--------------�' Fz ❑ I �p I I I J1---------- � I I I I II 11 I I II T II (I II 1I II II II II u u I( I 1 N f i 0:12 2111 L --1 L l`_J I I� IL 111 RIDGE -I I i I II I I dN w = E- _ n Ii I I II < N 8- 11 ILL=__===-moi I =r� I L___ I --- –-------- – RIDGE ---- – I 8:12 I S –==__----------- – F ii --- C– F_-Visv-11 8:12 (� —� I L77 CRIC FIT J r-=-=� ° CHIMNEY I V�LL I ---- _ 69 4 RIDGE 3 w 6:12 ( 9 cisJ Ch —�- 1�3L _ — Ir a_ I d Q 6:12 8:12 RIDGE d� RIDGE i I tilr, I --J ❑ SL II II I, Ia I d� � II - d I1 II ziI i i `q ii r h II II 8:12 II c - ----J --� C------- C --i1-------- -- �- CV RIOOFFL/�N Ill _ I � SCALE: I, —1 0II pE�ELDpM�N� I 5'-6" I. POORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING tC> 25'-8" N 5_D, 4'-6" 14'-11" (TYP) K 5'-6" CV F1) DECK - 5'-O" X 15'-0" 3°5° 5H 3°50 SH 9' CLC. N ILL 0 2'-0" AFF SILL @ 2'-0" AFF EGRESS EGRESS K&SH AHU WIC 9' CLC. �� MECH. o R �� I 9' CLC. 14'-0" X 11'-6" 9'.CLG. ER&SH 1-7 4 5, 3'-7 3, a CV CL) 2"8° OPNG o �t- o � 28p -� Q� n VH #3cl� HALF WALL w/ CAP , 2s coo' DOWN 19 RISERS cin .- co 715!32 RISE.10"RUN &00 . R& Q CV ,:.. 4080 _ _ LOFT 288° OPNG 17-6" X 11'-3" ATTIC 9' CLG.' ACCESS 28 INSET <so DOOR 121 WITH 4" o BUCKS R&SH WIC r -i N -97—LG. i 22X301 40 N ATTIC t� CCES L 280 � o o J J LL [3P (D �� N � ' IN -. /! V ATN #2 WIN < 11-6" X 14'-0" 9' CLC.WITH # 4" 9' CLC. o V BUCKS c� � 17-6" X 12'--7" 9' CLG. Q mw O oT N t y ; P5° SH 3°50 5H o ° 3°5° SH Cti SILL 0 2-0" AFF SILL Cal 2-0" AFF SILL 9 4'-0" AFF SILL Cad 2-0" AFF EGFESS EGRESS TMPRD EGRESS 2' 8" 7 2�' 2"-92" 3.2z, 2 _ 2-2" 12-0.. 5'4" 14'-2" -A 32'-2' 40'-8" Nt-YIES ` I. POORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING tC> N 6} Nt-YIES ` I. POORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING REVISIONS N 6x6 P:1-. POST 0 S , (TYP) K CV F1) DECK - 5'-O" X 15'-0" 9' CLC. N Nt-YIES ` I. POORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING REVISIONS all KIVE&SIDE HOMES :0 Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office. (904) 449-1650 www.mynversidehome.com Lot 86 Atlantic Beach Country Club Calder Residence Roof Plan/2nd Floor Plan 1672 IaM c, 'Sex 'be � Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 A2 Scale 1/4" = 11-011 Plan of Hatteras- C 9.J Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5p0nei19lc for d1rnen5i0n5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 Al BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 oet Jacksonville, BL 32223 Florida Desigr, rne. 904.260.3319 j 7-7 1 1 r_, - ------ -----� { I 1 L-- --- � �—� ----- — — — — — — — — — — — — — — — — — — — - = N, 24 WOOD DECK JOISTS ( II i Ij _L L _ - _— — i -I 3_ I i PER ENGINEERING L , I PREPLUM13= I I i i i i i i + I I -- ---i (---A55TUBl I FLOOR I `_ I l I I I I I OUTLET I I I PRIDE6' I --------- ( I STEM WALL i i i I i i i i I �iAB` -CESS ( I ( I FOUNDATION I I I i i i I I /FOR SH�NER I{ L---II -------------- --- --- — —— -------- — 1 HERB ----------------� -------J— — N ------------ Jr I L— —-------------- ------ - TANKLE55 ------- --- GA5 GAS WH-------- ----------- �- -- ----- ------ -j H.B. . 26'-4STUB 10„_ 4 8" 10'-10 62'-0" 4'-0'. 55 4" FOUNDATION LAYOUT NOTE: FOUNDATION LAYOUT FOR CONC ETE FORMING AND PLUM13ING LOCATION KEFEKENCE ONLY. )\EFE1\ TO ASSOCIATED ENGINEEI ING PKAWING FOP\ "FOOTED LOCATIONS AND DETAILS. = 0 ■® J NU` EN 1. EXTEND LANAI 4' OUT 2. GARAGE SVC. DOOR 3. W/S LOOP 4. PREPLUM13 SUMMER KITCHEN 5. PREPLUMB SINK AT 3UTLR 6. GAS STUB AT FIREPLACE 7. NO TU13 IN OWNERS BATH 28'-0" 3'-0" 7'-0" 9'-0" 24'-4° 3 394 2 2'-6' , 7-1�' -------------------- GAS H.13. 1- ► — — — — — — -- — — — — — — — — — — — — 4 — — — — — T -------- — NKLE55 STUB' AS—WH-------- �I II AC �I I� A/C �i i [----------- ----- ------------`-----------` ' —1 .�„ I I � CO P. COMP. 11 I _ — ----- I1I /I I 11 II ___ ------ I 1 I -----i O I--- ------------------------------ ---- -- -------------------------------� L------ - GAS L_ _ 1 _ — — _li �? ♦r� — — _ 1 _ — — _ — 3 SILL — _ _ _ — — _ — —`_ — — _ — — — — ------- I`>�— ._._ = I ll 11 I I i L___ _ —J L_ --____J I ( GA5 r �._ — — �. _... — : I o, STUB ( IGAS N �— I II II I—_ _ —------J� STUB ---_ FiHN STEM WALI i i t REF. I �L�. .,�� 5 -UB I Itll I i N I 0 pI I PREPLUMB I I FOUNDATION _uu( u C===—r—�_ -----� e� ------ I I I I I SUMMER I I I—I-+-----1�� i I I IIP _ t N -----1t-� t>�I W Lt r`)1� I I I I eN KITCHEN �-J 1 ( I U LSI PR 1 ---�� L--- -- ( ( D/W SINK WL �? I I PREPLUMB �J --- �' , L DRY a C---- I I DISP. L------- SINK---_=--==� A Q I -�1f^-�1 I 11 - SLOPE I I \ 111 11li THICKENED 1% MIN. ( I 1= e=1 I EDGE (MONO SLAB)09- I I . SID - I I I I2a' I I j 7-7 1 1 r_, - ------ -----� { I 1 L-- --- � �—� ----- — — — — — — — — — — — — — — — — — — — - = N, 24 WOOD DECK JOISTS ( II i Ij _L L _ - _— — i -I 3_ I i PER ENGINEERING L , I PREPLUM13= I I i i i i i i + I I -- ---i (---A55TUBl I FLOOR I `_ I l I I I I I OUTLET I I I PRIDE6' I --------- ( I STEM WALL i i i I i i i i I �iAB` -CESS ( I ( I FOUNDATION I I I i i i I I /FOR SH�NER I{ L---II -------------- --- --- — —— -------- — 1 HERB ----------------� -------J— — N ------------ Jr I L— —-------------- ------ - TANKLE55 ------- --- GA5 GAS WH-------- ----------- �- -- ----- ------ -j H.B. . 26'-4STUB 10„_ 4 8" 10'-10 62'-0" 4'-0'. 55 4" FOUNDATION LAYOUT NOTE: FOUNDATION LAYOUT FOR CONC ETE FORMING AND PLUM13ING LOCATION KEFEKENCE ONLY. )\EFE1\ TO ASSOCIATED ENGINEEI ING PKAWING FOP\ "FOOTED LOCATIONS AND DETAILS. = 0 ■® J NU` EN 1. EXTEND LANAI 4' OUT 2. GARAGE SVC. DOOR 3. W/S LOOP 4. PREPLUM13 SUMMER KITCHEN 5. PREPLUMB SINK AT 3UTLR 6. GAS STUB AT FIREPLACE 7. NO TU13 IN OWNERS BATH REVISIONS ► Ls---, �� o, I I I I I I I I I I I I N ---�� L--- -- i ► 104 I �iL—__-- I I 11 4" CONIC. SLAB I I I { I I FLOOR V OUTLET i iLo{ I 5'-0" 194„ I I WOOD DECK JOISTS I I I ( 4" CONC. 5LAB W1 FIBERMESH OR �� Ll Li PER ENGINEERING 6x6x10 W.W.M. ON 6 MIL. VISQUEEN ( OVER CLEAN, COMPACTED FILL 1- LJ 1 1 LJ i — — — — — — — — — — — — — — — — — - — — — — — cj I I %L� — -`---------------------------------� I I N ( I { GAS STUB I I I ( I ] C ----- ------- --- ---- --------------- I i i n I I ono I i GAS I T 1 I I I I I t_ ------- r--� --- —-- —� I J STU� I ----------------- -------- ----- -------J ---- ----- --------- --- I U I I is I ( ( THICKENED ( ir ------------ 17 1 [-----------{- { PREPLUMB I GA5 STUB - EDGE. (MONO SLAB) i I r ----------- -- ------------------ - �I ---- I I 1� 11----a - —o �1 4 O I I j 7-7 1 1 r_, - ------ -----� { I 1 L-- --- � �—� ----- — — — — — — — — — — — — — — — — — — — - = N, 24 WOOD DECK JOISTS ( II i Ij _L L _ - _— — i -I 3_ I i PER ENGINEERING L , I PREPLUM13= I I i i i i i i + I I -- ---i (---A55TUBl I FLOOR I `_ I l I I I I I OUTLET I I I PRIDE6' I --------- ( I STEM WALL i i i I i i i i I �iAB` -CESS ( I ( I FOUNDATION I I I i i i I I /FOR SH�NER I{ L---II -------------- --- --- — —— -------- — 1 HERB ----------------� -------J— — N ------------ Jr I L— —-------------- ------ - TANKLE55 ------- --- GA5 GAS WH-------- ----------- �- -- ----- ------ -j H.B. . 26'-4STUB 10„_ 4 8" 10'-10 62'-0" 4'-0'. 55 4" FOUNDATION LAYOUT NOTE: FOUNDATION LAYOUT FOR CONC ETE FORMING AND PLUM13ING LOCATION KEFEKENCE ONLY. )\EFE1\ TO ASSOCIATED ENGINEEI ING PKAWING FOP\ "FOOTED LOCATIONS AND DETAILS. = 0 ■® J NU` EN 1. EXTEND LANAI 4' OUT 2. GARAGE SVC. DOOR 3. W/S LOOP 4. PREPLUM13 SUMMER KITCHEN 5. PREPLUMB SINK AT 3UTLR 6. GAS STUB AT FIREPLACE 7. NO TU13 IN OWNERS BATH REVISIONS I Lot 86 Atlantic Beach Country Club Calder Residence Foundation Lay out 1672 iN*I "c, &a c h 7r iV Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 A31 Scale 1/411 = 11-011 Plan of Hatteras- C 9—j Written dimen5ion5 5ha11 have precedence over Seale dlmen5iona Contractors Shall verify and be re5pon5ible for dimen5iorl5 and conditions of the fob. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE#330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904471-2552 DRAFTING BY: 0-007, d I2627 San Jose Blvd Suite 702 W.rtheast Jacksonville, FL 32223 Florida Design, Inc. 904.260,3319 _ _ 111111'IIINIIIIInIIIIIN111'RIIII�IIIIICI I 1[ Lot $6 Atlantic Beach Country Club Calder Residence Elevations 1672 A4,jart-4c, lila th Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 A4 Scale 1/411 = 1'-0" Plan of Hatteras- C 9 Written dirnen5ion5 Shall have precedence over Scale dirnen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL'STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 Sari Jose Blvd m Suite 702 ortheast Jacksonville, FL 32223 Fleri& Design, Inc- 904.260.3319 ®■ IN NOTES Lot $6 Atlantic Beach Country Club Calder Residence Elevations 1672 I-Ha. 4, Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 A5 Scale 1/41f = 1'-0" of Plan Hatteras- C 9 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd ME ,Suite 702 o1he.1 3 Jacksonville, BL 32223 FI—ori—da neseG 1904.260.3319 1. EXTEND LANAI 4' OUT 2. GARAGE SVC. DOOR 3. ER. DOOR AT OWNERS SUITE TO LANAI 4.46"h WALL W/ CAP AT LANAI 5. GALVALUME STANDING SEAM METAL ROTE REVISIONS Lot $6 Atlantic Beach Country Club Calder Residence Elevations 1672 I-Ha. 4, Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 A5 Scale 1/41f = 1'-0" of Plan Hatteras- C 9 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd ME ,Suite 702 o1he.1 3 Jacksonville, BL 32223 FI—ori—da neseG 1904.260.3319 ERVICE RUN CONDUIT FOR I i UTLEr f FUTURE POOL ( i LANDSCAPE IRIRIGATION i EQUIPMENT I CIRCUIT CIRCUIT a 0. MICRO (--CIRCUIT ' ' � � A/c A/C COMP. COMP. —GFI // I o TEF moo MICRO OVENS ;11 Il I �F DEDICATED ! 11 COOKTOP W/ DRAWER ik# U I I W/S OUTLET P12EWIRE VENTED HOOD I kP LOOP SUMMER F 1' --- i KITCHEN W/ - r O 1 P i W i I /� C', GFI Ii VENTED HOOD I D/W SINK /' --_e -� I _-``` a T-1 Go 4�L7-71� ,.-(off-r, +;� �� t IRE _ -------- , , \N PENDA LIGHTS.. `� 3 � `� L, I r t I I Ir �\ i \t 3'-0..>p — — — — — — — — - i OUTLET � �\ 1 AFF \ I I IIt , t PREWIRI IE DEDICATED _ -- II — \]rJ - \ t\-------------_oRACE ____ourLETNL— i 11 rrr .- G.D.O. t I 1 I I I I --------' r I t, FLOOR _ J L- _ I I t r —I 17--g--7 PREWIRE I I I `� I I I IZ �! It I t �RAF ICE ---_ I I 1 I I 100�1MP ENERATOPAN LJNJY t t i TO IXTURE 133Xr '`, 1 i ---------------- `. / e r 10, Ile Li r _ rT-4r-jl - �, - I C — — \\`J, 3l \\ 1 `� t) \` ti I ILFII t, 3 _I Wp/GFS I I u 0 go REWIRE I I I& 13RACi 0 tY I I I 1 I I I I 11 I I li I1 I 1I II II '\.\ `ee ------ I I I I 11 I I I I f 9 \ i '� e. FLOOR F1 ------ 1 AHu ELECT1\ICAL LEGEND ELECTRICAL NOTES ------- 110 "--- 110 DUPLEX OUTLET CEILING MOUNTED LIGHT 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FRO v1 FINISHED SLOOP TO CENTERED LINE OF THE PDX TO HALF -SWITCHED OUTLET BE: _12" AFF (GENERAL) - KITCHEN 44" AFF - BATHR OM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY — — — — — — ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF T 42" AFF -GARAGE GENERAL PURPOSE - 44" AFF - _ _ PREWIRE t' & GFI DUPLEX OUTLET p� PULL -CHAIN KITCHEN ISLAND OUTLET " GFS A S MAXIMUM 01 12 BELOW COUNTER SURFACE '— — & BRACE , 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE �3 ONLY r �p,�� WEATHER 'PROTECTED OUTLET ,, rr (> WALL MOUNTED LIGHT 3. ELECTRICAL SWITCHES TO BE AT 42 CENTERLINE ROVE FINISHED FLOOR. CEILING OUTLET 4. ELECTRICAL PLAN I5 INTENDED EOR BID PURPOSE ONLY. ALL WORK SHALL BE DONE IN STRICT 7 ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL h \ FLOOR OUTLET OO RECESSED LIGHT FIXTURE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING 220 OUTLET ACCESSORIES. RECE55ED EYEBALL 5. SMOKE AND CARBON MONOXIDE DETECTORS SHA L BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING �� s SPECIAL PURPOSE OUTLET CODE. SECTIONS 8314 AND 8315 _- 6. PROVIDE AFC15 (ARC FAULT INTERRUPTERS) IN D 'ELLING UNIT BRANCH CIRCUIT LOCATIONS PER FPCR ,__ _ SWITCH EXHAUST FAN W/ LIGHT E3902.12 r-" ,` ,'' ,- >r_ 5 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WATE AREAS AND`OUTDOOR CIRCUITS PER FBOR E3902 , . I I I 3 3 -WAY SWITCH o / I I 0 EXHAUST FAN 8. ALL PERMANENT INTERIOR LIGHTING 15100% HIGH EFFICACY CFL/LED LAMP5 PER FBC EC 8404.1 , �� i t � � I t----_- 4 -WAY SWITCH 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND \ t �� t I L J \ ; 4 FLUORESCENT IN ATTACHED AND DETACHED GARAGES SHALL BE MPER RESISTANT RECEPTACLES \\ o DIMMER SWITCH ® FIXTURE t� PREWIRE 0 CARRIAGE LIGHT j ONLY ee PREWIRE \ TELEPHONE crr CADLE TV \ & BRACE I 10 DOUBLE FLOOD LIGHT �' ,' ONLY PREWIRE & BRACE CEILING FAN WITH LIGHT O SMOKE DETECTOR CARBON MONOXIDE \\ PANEL BOX DETECTOR " rr 2N1) FLOOK ELECTKICAL FL/�N ®I ®, NOTES ` 1. GARAGE SVC. DOOR WI LIGHT 2. W/S LOOP 3. FREWIRE SUMMER KITCHEN W/ DEDICATED CIRCUIT FOR VENTED HOOD 4.(2) TANKLE55 GAS WH 5. GAS PACKAGE W/ 5- DROPS 6. ADOT'L OUTLET(HORIZ.) IN OWNERS BATH r I i t \ "/GFI 0 ®I ®, NOTES ` 1. GARAGE SVC. DOOR WI LIGHT 2. W/S LOOP 3. FREWIRE SUMMER KITCHEN W/ DEDICATED CIRCUIT FOR VENTED HOOD 4.(2) TANKLE55 GAS WH 5. GAS PACKAGE W/ 5- DROPS 6. ADOT'L OUTLET(HORIZ.) IN OWNERS BATH REVISIONS Lot 8 Atlantic Beach Country Club Calder Residence Electrical Plans 1672 $C (4, ►fir J - Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 Scale 1/411 11_01 Plan Hatteras- of C 9-1 Written dirren5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and eondition5 of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE:. 904-471-2552 DRAFTING BY: 12627 Sari Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 Ioria� eesLgn, Inc. 904.260.3 319 1 45 A AT"'T A I / A Y - I- -- �i GAKAGE OVEKHANG SCALE: 3/4"=1'-0" METAL CAP ON STUCCO ON WATERPROOF SHINGLE ROOF MEMBRANE (EXTEND ON 0513 12" DOWN SIDES) ON SUBSTRATE SHEATHING STUCCO WITH J STOP / 7- r CONT. METAL 4 / FLASHING / / (2) 2x8 TOP PLATE ell / / ROOF SHINGLE ROOF TRUSSES ON OSBSUBSTRATE r / r / ROOF BEYOND r / / OVERHANG / r BEYOND LU r� METAL J STOP AND Q 9 CONT. METAL ZO \r— FLASHING cq STUCCO ROOF FINISH 2x8 NAILER TRUSSES WALL BEYOND ROOF RISE 12 (2) 2x8 TOP 6 PLATE OGEE CURVE STUCCO x 1=INI5H STANDING SEAM _..� METALROOF GWB- 1x6 T+G 2x6 RAFTERS NOTE: PROVIDE _ STUCCO ON STRAPS FROM SHEATHING WALL TO PARAPET PER ENG. DWGS. DRIP 6x10 HEADER HEADER i� NOTCH AT POSTS � NICHIHA x 2 i ON BACK SIDE FASCIA BOARD ELEV. P 9 FAKAPET (2) 2x4 BUCKS 45*ANGLE 1x HARDI TRIM SCALE: 3/4"=1'-0" ON SHEATHING 6x6 CEDAR P05T 4 2x6 CEDAR CAP O 2x2 BALUSTERS AT 4" 0. C. 2x WOOD TRIMo p - 2x8 R N FLASHING PT 1x4 FRAME ON EACH SIDE 6x6 CEDAR BEAMS SADDLE. WITH SILL EXTENSION DECKING SUBFLOOR N Y FLOOR RUS INSET DECORATIVE TRUSS =H `- ----- - -- LOUVER VENT o 450 (2) 2x8 TOP — N AN -LE6x10 BEAM PLATE 2x4 NOTE: CANTILEVERED 24 GWB BEAM CONTINUES INTO FLOOR SYSTEM f1�M�U 1-0 4;_8„ (SCAB TO RAFTERS _ PER ENGINEERING R � DRAWINGS 2x8 ��' 1 0 VpI Q 2 BALCONY SECTION - SCALE: 3l4"=1'-0" LnHVI::�.p nLT/AIL /;�5) �A f���T SCALE: 3/4"=1'-O„ w z r - ■1 E Lot 86 Atlantic Beach Country Club Calder Residence Wall Sections 1672 _ Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet 1 D1 Date 11.20.2017 Scale 1/4" = 1'-0" .Plan °f Hatteras- C 9 :::j Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors 5ha11 verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY. 12627 San Jose Blvd Suite 702 ]orffieast Jacksonville, FL 32223 NF1.,nid&asrg.. Inc. 90-.260.3 319 2X8 RAFTERS, HOLD DOWN J' FROM TOP OF TRUSS FOR T&G ATTACH PER ENG. NICHIHA 3 x 2 �," \ L FASCIA BOARD �' DRYWALL CLG. 2-2X6 TOP PLATE 45 *ANGLE V HEADER A OCCURING ROUGH OPNG HEAD HEIGHT J_C� - WATER RESISTANT 5ARRIER-� 2 LAYERS REQUIRED b HARDIE OR NICHIHA SIDING FASTEN LATH 9 7" 0/C 4.. MIN. PENETRATION INTO FRAMING Z WEEP 5CFEED- SURFACE q � SHOULD NOT BE BLOCKED W! m 4. 7/16" 055 WALL SHEATHING FINISH MATERIAL FOR DRAINAGE 4 oa PURPOSES STUCCO ON TERMINATION OF STUCCO FOAM SILL STUCCO TERMINATION PER A5TM C -926 A2.2.2. DRIP SCREED INSTALLED }'ER ASTM 1063-03 1/2" DRYWALL VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. N \. 2X6 STUDS 3 7/16" 0513 WALL SHEATHING (R-19 INSULATION) 7I8" STUCCO R-19IN5ULATIGN 2X6 BASEPLATE PAPER BACK WIRE LATHE - RUN TO TOP OF PLATE. 2X6 STUDS 112" DRYWALL WEEP SCREED F---------- 2X6 BASE PLATE 4.. 5UBFLOOR 7i8" STUCCO 4" CONC. ON CMU i SLAB. I J STOP i FLA5HiNG FLOOR 81, ? d C TRUSS FOUNDATION TI0N GRADE 2X10 Lill, DRIP 3 � FOOTING PER COMMUNITY DEVELOPMENT ENG. S APPROVED STUCCO' o TYPICAL 1 STORY WALL SECTION 1 TYF. r SCALE: 1"=1'-0" 1 e 01 Lot 86 Atlantic Beach Country Club Calder Residence Wall Sections 1672 Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 D2 Scale 1/4"= 1'-0" Plan of Hatteras- C 9 Written dimen5ion5 Shall have precedence over Scale dimen51'0115. Contractors 5hali verify and be re5pon5ible for dimen5ion5 and corndition5 of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 Al BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 19 12627 Saga Jose Blvd Sure 702 ortheasr Jacksonville, FL 32223 Florida Iksign, in,- 904.260.3319 12 i I i i I 05B ROOF \ C SHEATHING 7 P�a� ova ` METAL UNDERLAYMENT FASTENED PER FI3C 8905.4,3 FASTEN METAL PER F5C 8905.4.5 i 1x6 T+G 2X8 BTWN. RR TRUSS 12 OSB ROOF LL' NSHEATHING _ HG METAL UNDERLAYMENT FASTENED PER FBG 8905.4.3 DRIP FASTEN METAL PER FSC 8905.4.5 2X8 RAFTERS, HOLD DOWN FROM TOP OF TRUSS x 2 " FOR 1&G ATTACH PER ENG. FA FASCIA BOARD ASCI " DRYWALL CLO. 1x6 T+G 2X8 5TWN, RR TRUSS 2X6 2-2X6 TOP PLATE *ANGLE o� 45 HC ROUGH OPNG HEAD HEIGHT VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. DRIP 2X8 RAFTERS, HOLD DOWN J' FROM TOP OF TRUSS FOR T&G ATTACH PER ENG. NICHIHA 3 x 2 �," \ L FASCIA BOARD �' DRYWALL CLG. 2-2X6 TOP PLATE 45 *ANGLE V HEADER A OCCURING ROUGH OPNG HEAD HEIGHT J_C� - WATER RESISTANT 5ARRIER-� 2 LAYERS REQUIRED b HARDIE OR NICHIHA SIDING FASTEN LATH 9 7" 0/C 4.. MIN. PENETRATION INTO FRAMING Z WEEP 5CFEED- SURFACE q � SHOULD NOT BE BLOCKED W! m 4. 7/16" 055 WALL SHEATHING FINISH MATERIAL FOR DRAINAGE 4 oa PURPOSES STUCCO ON TERMINATION OF STUCCO FOAM SILL STUCCO TERMINATION PER A5TM C -926 A2.2.2. DRIP SCREED INSTALLED }'ER ASTM 1063-03 1/2" DRYWALL VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. N \. 2X6 STUDS 3 7/16" 0513 WALL SHEATHING (R-19 INSULATION) 7I8" STUCCO R-19IN5ULATIGN 2X6 BASEPLATE PAPER BACK WIRE LATHE - RUN TO TOP OF PLATE. 2X6 STUDS 112" DRYWALL WEEP SCREED F---------- 2X6 BASE PLATE 4.. 5UBFLOOR 7i8" STUCCO 4" CONC. ON CMU i SLAB. I J STOP i FLA5HiNG FLOOR 81, ? d C TRUSS FOUNDATION TI0N GRADE 2X10 Lill, DRIP 3 � FOOTING PER COMMUNITY DEVELOPMENT ENG. S APPROVED STUCCO' o TYPICAL 1 STORY WALL SECTION 1 TYF. r SCALE: 1"=1'-0" 1 e 01 Lot 86 Atlantic Beach Country Club Calder Residence Wall Sections 1672 Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 D2 Scale 1/4"= 1'-0" Plan of Hatteras- C 9 Written dimen5ion5 Shall have precedence over Scale dimen51'0115. Contractors 5hali verify and be re5pon5ible for dimen5ion5 and corndition5 of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 Al BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 19 12627 Saga Jose Blvd Sure 702 ortheasr Jacksonville, FL 32223 Florida Iksign, in,- 904.260.3319 e mi . ENO�p fi GEE0INC' S001C SVGOVFtS� •�\ O o \a q2 �w1a, s ie # USD R S00� p\ 1 , I � 0 Sp- UNDERLAYMENT PLACE SHINGLES 318 OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE' ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4-WIDTH— OF "WIDTOF ASPHALT PLASTIC ROOF CEMENT r� NON -CORRODING ' MTL EAVE DRIP > o> TRIM ti" -7" FROM END OF FIRST SHINGLE TRIM TABS FROM STARTER COURS r SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4"WIDTI 1 OF ASPHALT PLASTIC ROOF e! CEMENT i NON -CORRODING , ' ' PLACE SHINGLES 3/8" MTL EAVE DRIP i! OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE FIRST COURSE N 11-112" to 12-1/2" 11-1/2" to 12-112" 1" to -1/2" 1" to 1-1/2" fo SHINGLE NAILING ROOFING DETAILS N.T.S. NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURER FOR USE ON LOW SLOPE ROOFING PROJECTS I:• t> APPLY 3/r NOM. t CONTINUOUS BEAD OF INSTALL 4•WIDE SEALANTATJAMBS&HEAD I: I INSTALL WINDOW PLUMB, SELFADHERIN OR APPLYTOBACKO I LEVEL &SQUARE PER MEMBRANE FLASHING WINDOW NAILING FLANGE IN t 1 MANUFACTURERS WRITTEN OVERNAIUNG FLANGE 0 LINE W/PRE-PUNCHED - INSTRUCTIONS JAMBS HOLES OR SLOTS I' I - _ I EXTEND MEMBRANE - FLASHING MIN.,'BELOW .,_ SILL FLEXIBLE FLASHING '. STEP 4 STEP 5 STEP 6 FOLD WEATHER BARRIER DOWN & TAPE DIAGONAL INSTALL 4" WIDEAOROSS HEAD OF SELF -ADHERING WINDOW MEMBRANEFIASHIN OVERNAILING FLAN GE0 HEAD . EXTEND SELFADHERING MIN." _:k... ....: v `.. MEMBRANE FLABHM01' ' _:.... " ;: i \ SEAL WINDOW FRAME TO MIN: BEYOND JAMB \ INSIDE OF R.O. WITH INSTALL SHINGLES OVER .L SUBFASCI BASE LAYER: NOTE: AT UNPROTECTED DOOftS, BOTTOM FLANGE @ HEAD ....... 5/6" DENSGLASS FIREGUARD SHEATHING 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. FIBERGLASS SHINGLE _ '. �... .' .' CUT WEATHER OPT. PROVIDE LEAD VENT ROOFING OVER 15# FELT BARRIER OVER SHEATHING . .. BOOT WITH INTEGRAL FLANGE 11 I i OVER 7/16" SB OVER FACE I AYER: ... .. 1 I PRE -ENG WC SSES BARRIER (OR TUCK FLAP - t, VENT STACK, SEE PLUMBING I Q 5/&' DENSGLA55 FIREGUARD 5HEATMNG SCREWS W 120.0. �;:.. ... DOOR FRAME U4• -OFFSET JOINF„ IN BASE AND FACE LAYER 24 FOR SIZE & LOCATION I 45'ANGLE _ , , UNDER) @ HEAD PREFORMED FLEXIBLE BOOT .. .. .: .:. .. ' . I I FLASHING W/ INTEGRAL FLANGE tss° SET IN PLASTIC ROOF CEMENT"-"' Iv - BEYOND JAMB FLASHING.. DESIGN DARED ON GA FILE No. RC 2602.. SSE- ...IN TMEMBRANE INSTALL FLANGE OVER � F DE51GN 5A5ED ON GA FILE Pb. RC 2602 SHINGLE @ BASE r i NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH ..... .. ( , ,.. MANUFACTURERS WRITTEN INSTRUCTIONS . ,..:...... ' ALTERNATE: 2. APPLY ROOFING CEMENT OR SELF -ADHERING WEATHER BARRIER ..... FLASHING OVER FLANGE AT HEAD ONLY KATED SOFFIT ASSEMBLES WHIrH MEET J STEP 4 STEP 5 RATED SOFFIT ASSEMBLES WHICH MEET VENT STACK FLASHING DETAIL LINE OF WINDOW OPENI FIRE RATING ARE PERMITTED N.T.S. FIRE RATING ARE PERMITTED I:• t> APPLY 3/r NOM. t CONTINUOUS BEAD OF INSTALL 4•WIDE SEALANTATJAMBS&HEAD I: I INSTALL WINDOW PLUMB, SELFADHERIN OR APPLYTOBACKO I LEVEL &SQUARE PER MEMBRANE FLASHING WINDOW NAILING FLANGE IN t 1 MANUFACTURERS WRITTEN OVERNAIUNG FLANGE 0 LINE W/PRE-PUNCHED - INSTRUCTIONS JAMBS HOLES OR SLOTS I' I - _ I EXTEND MEMBRANE - FLASHING MIN.,'BELOW .,_ SILL FLEXIBLE FLASHING '. STEP 4 STEP 5 STEP 6 FOLD WEATHER BARRIER DOWN & TAPE DIAGONAL INSTALL 4" WIDEAOROSS HEAD OF SELF -ADHERING WINDOW MEMBRANEFIASHIN OVERNAILING FLAN GE0 HEAD . EXTEND SELFADHERING MIN." _:k... ....: v `.. MEMBRANE FLABHM01' ' _:.... " ;: i \ SEAL WINDOW FRAME TO MIN: BEYOND JAMB \ INSIDE OF R.O. WITH WALL SHEATHING .L SUBFASCI BASE LAYER: NOTE: AT UNPROTECTED DOOftS, BOTTOM STUCCO/CV FINISH ....... 5/6" DENSGLASS FIREGUARD SHEATHING 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. ASSEMBLY W115# FELT .'..'.' . .'.. _ '. �... .' .' CUT WEATHER OVER APPROVED WEATHER SECURE WEATHER BARRIER OVER SHEATHING . .. BARRIER ..... .. FACE I AYER: ... .. LAP FELT AND WEATHER b0'DENSGLASS. FIREGUARD SHIEATHING .., INSTALL 4•WIDE .... .. .. . . BARRIER (OR TUCK FLAP - t, BARRIER OVER VINYL Q 5/&' DENSGLA55 FIREGUARD 5HEATMNG SCREWS W 120.0. �;:.. ... DOOR FRAME U4• -OFFSET JOINF„ IN BASE AND FACE LAYER 24 STUCCO STOPNVEEP 45'ANGLE _ , , UNDER) @ HEAD I ::( EXTEND 15# ROOFING FELT .. .. .: .:. .. ' . I I UP WALL 7" MIN. tss° 5x5 METAL FLASHING OVER - BEYOND JAMB FLASHING.. DESIGN DARED ON GA FILE No. RC 2602.. SSE- ...IN TMEMBRANE Z I ROOFING FELT (NAIL TO F DE51GN 5A5ED ON GA FILE Pb. RC 2602 ROOF DECK NOT WALL SHEATHING) v CAP SHINGLE - DO NOT NAIL N ..... .. ( , ,.. INSTALL WITH ROOF . ,..:...... ' ALTERNATE: ., CEMENT WEATHER BARRIER ..... \ SHINGLE ROOFING KATED SOFFIT ASSEMBLES WHIrH MEET J STEP 4 STEP 5 RATED SOFFIT ASSEMBLES WHICH MEET ROOF CEMENT `� \ \ LINE OF WINDOW OPENI FIRE RATING ARE PERMITTED \ FIRE RATING ARE PERMITTED N.T.S. WALL FLASHING DETAIL -STUCCO .. I .... ... I....... N.T.S. FOLD WEATHER BARRIER O . .. I:• t> APPLY 3/r NOM. t CONTINUOUS BEAD OF INSTALL 4•WIDE SEALANTATJAMBS&HEAD I: I INSTALL WINDOW PLUMB, SELFADHERIN OR APPLYTOBACKO I LEVEL &SQUARE PER MEMBRANE FLASHING WINDOW NAILING FLANGE IN t 1 MANUFACTURERS WRITTEN OVERNAIUNG FLANGE 0 LINE W/PRE-PUNCHED - INSTRUCTIONS JAMBS HOLES OR SLOTS I' I - _ I EXTEND MEMBRANE - FLASHING MIN.,'BELOW .,_ SILL FLEXIBLE FLASHING '. STEP 4 STEP 5 STEP 6 FOLD WEATHER BARRIER DOWN & TAPE DIAGONAL INSTALL 4" WIDEAOROSS HEAD OF SELF -ADHERING WINDOW MEMBRANEFIASHIN OVERNAILING FLAN GE0 HEAD . EXTEND SELFADHERING MIN." _:k... ....: v `.. MEMBRANE FLABHM01' ' _:.... " ;: i \ SEAL WINDOW FRAME TO MIN: BEYOND JAMB \ INSIDE OF R.O. WITH WALL SHEATHING .L SUBFASCI BASE LAYER: NOTE: AT UNPROTECTED DOOftS, BOTTOM SYN WD SIDING OVER ....... 5/6" DENSGLASS FIREGUARD SHEATHING 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. TEMPORARILY FOLO-UP& .'..'.' . .'.. _ '. �... .' .' CUT WEATHER BARRIER SECURE WEATHER BARRIER OVER SHEATHING . .. LAP WEATHER BARRIER OVER ..... .. FACE I AYER: ... .. BARRIER b0'DENSGLASS. FIREGUARD SHIEATHING .., INSTALL 4•WIDE .... .. .. . . BARRIER (OR TUCK FLAP - t, WITH STARTER STRIP Q 5/&' DENSGLA55 FIREGUARD 5HEATMNG SCREWS W 120.0. �;:.. ... DOOR FRAME U4• -OFFSET JOINF„ IN BASE AND FACE LAYER 24 I I EXTEND I5# ROOFING FELT 45'ANGLE _ , , UNDER) @ HEAD _ UP WALL 7" MIN. .. .. .: .:. .. ' . I I I tss° z 5X5 METAL FLASHING OVER - BEYOND JAMB FLASHING.. DESIGN DARED ON GA FILE No. RC 2602.. SSE- ...IN TMEMBRANE r —ROOFING FELT (NAIL TO ROC F DE51GN 5A5ED ON GA FILE Pb. RC 2602 T N MODIFIED T CUT IN ..... .. ( , ,.. INSTALL WITH ROOF CEMENT . ,..:...... ' ALTERNATE: SHINGLE ROOFING \��\ WEATHER BARRIER ..... ROOFCEMENT KATED SOFFIT ASSEMBLES WHIrH MEET J STEP 4 STEP 5 RATED SOFFIT ASSEMBLES WHICH MEET UL STANDARDS FOR (1) HOUR LINE OF WINDOW OPENI FIRE RATING ARE PERMITTED WALL FLASHING DETAIL - LAP SIDING FIRE RATING ARE PERMITTED N.T.S. ....... ... .. .. I .... ... I....... FOLD WEATHER BARRIER O . .. N.T.S. ... .... ... MANUFACTURERWR INB7RC'"O lIUCTiO AT JAMBS AND SILL CUTWEATHER...... MECHANICALLY FASTEN R. `wL`�J ... .. .. FANNED EDGE (CAP; NAILS STAPLES) IF REQUIRED BYaN BARRIER FLASHING MANUFACTURER .. FOLD WEATHER APPROVED WEATHER INSTALLB• WIDE ' BARRIER OVER SHEATHING SELF -ADHERING FLEXIBLE W TYP. OVER WD STUD WALL .. ... MEMBRANE FLASHING 6 SARRIERJNAN ' SILL EXTEND FLASHING UP ... ... .. . r ` JAMS$ S' MIN. AROUND JAMBS .. ... :. STEP 1 ..�. STEP 2 �° STEP 3 I:• t> APPLY 3/r NOM. t CONTINUOUS BEAD OF INSTALL 4•WIDE SEALANTATJAMBS&HEAD I: I INSTALL WINDOW PLUMB, SELFADHERIN OR APPLYTOBACKO I LEVEL &SQUARE PER MEMBRANE FLASHING WINDOW NAILING FLANGE IN t 1 MANUFACTURERS WRITTEN OVERNAIUNG FLANGE 0 LINE W/PRE-PUNCHED - INSTRUCTIONS JAMBS HOLES OR SLOTS I' I - _ I EXTEND MEMBRANE - FLASHING MIN.,'BELOW .,_ SILL FLEXIBLE FLASHING '. STEP 4 STEP 5 STEP 6 FOLD WEATHER BARRIER DOWN & TAPE DIAGONAL INSTALL 4" WIDEAOROSS HEAD OF SELF -ADHERING WINDOW MEMBRANEFIASHIN OVERNAILING FLAN GE0 HEAD . EXTEND SELFADHERING MIN." _:k... ....: v `.. MEMBRANE FLABHM01' ' _:.... " ;: i \ SEAL WINDOW FRAME TO MIN: BEYOND JAMB \ INSIDE OF R.O. WITH FLASHING. - SEALANTATSILLANDA MINIMUM 17 UP BOTH NOTE; - JAMS TO FORM A BACK 1. WINDOW INSTALLATION& MIN:• �RuEAL BALANCE Or .,EWITH SEALANT OR FLASHING DETAILS ARE Low -EXPANDING FOAM CONSISTENT WITH ASTM2112 (PROVIDE BACKER ROD METHOD A-1 EXCEPT WHERE REQUIRED) SELF -ADHERING MEMBRANE FLASHINGS ARE USED. 2. IT IS THE INSTALLATION' CONTRACTORS _ RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. q INTERIOR VIEW T 0.l 3. INSTALL ALL MATERIALS PER STEP / STEP STEP 9 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING: SEALANT/FLASHINGS MAY _ - REACT ADVERSELY IF NOT COMPATIBLE. _ WINDOW FLASHING INSTALLATION DETAILS N.T.S. - WALL SHEATHING .L SUBFASCI BASE LAYER: NOTE: AT UNPROTECTED DOOftS, BOTTOM SYN WD SIDING OVER ....... 5/6" DENSGLASS FIREGUARD SHEATHING 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. APPROVED WEATHER .'..'.' . .'.. _ '. �... .' .' 5'5' DEN5G1 A55 FIREGUAP.D SHEATHING BARRIER BARRIER OVER SHEATHING . .. LAP WEATHER BARRIER OVER ..... .. FACE I AYER: ... .. METAL FLASHING AND SECURE b0'DENSGLASS. FIREGUARD SHIEATHING .., INSTALL 4•WIDE .... .. .. . . .... - t, WITH STARTER STRIP Q 5/&' DENSGLA55 FIREGUARD 5HEATMNG SCREWS W 120.0. �;:.. ... DOOR FRAME U4• -OFFSET JOINF„ IN BASE AND FACE LAYER 24 I I EXTEND I5# ROOFING FELT ATTACHED WITH 2" MIN. 5(,KEWS OR NAILS 0 24"O.0. _ , , _ UP WALL 7" MIN. .. .. .: .:. .. ' .. I I I .. z 5X5 METAL FLASHING OVER - BEYOND JAMB FLASHING.. DESIGN DARED ON GA FILE No. RC 2602.. SSE- ...IN TMEMBRANE r —ROOFING FELT (NAIL TO ROC F DE51GN 5A5ED ON GA FILE Pb. RC 2602 j DECK NOT WALL SHEATHINGI N CAP SHINGLE - DO NOT NAIL ..... .. ( , ,.. INSTALL WITH ROOF CEMENT . ,..:...... ' ALTERNATE: SHINGLE ROOFING \��\ ..... ROOFCEMENT KATED SOFFIT ASSEMBLES WHIrH MEET J STEP 4 STEP 5 RATED SOFFIT ASSEMBLES WHICH MEET UL STANDARDS FOR (1) HOUR UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED WALL FLASHING DETAIL - LAP SIDING FIRE RATING ARE PERMITTED N.T.S. ....... ... .. .. I .... ... I....... . .. FLASHING. - SEALANTATSILLANDA MINIMUM 17 UP BOTH NOTE; - JAMS TO FORM A BACK 1. WINDOW INSTALLATION& MIN:• �RuEAL BALANCE Or .,EWITH SEALANT OR FLASHING DETAILS ARE Low -EXPANDING FOAM CONSISTENT WITH ASTM2112 (PROVIDE BACKER ROD METHOD A-1 EXCEPT WHERE REQUIRED) SELF -ADHERING MEMBRANE FLASHINGS ARE USED. 2. IT IS THE INSTALLATION' CONTRACTORS _ RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. q INTERIOR VIEW T 0.l 3. INSTALL ALL MATERIALS PER STEP / STEP STEP 9 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING: SEALANT/FLASHINGS MAY _ - REACT ADVERSELY IF NOT COMPATIBLE. _ WINDOW FLASHING INSTALLATION DETAILS N.T.S. - .L SUBFASCI BASE LAYER: NOTE: AT UNPROTECTED DOOftS, BOTTOM ....... 5/6" DENSGLASS FIREGUARD SHEATHING 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. APPROVED WEATHER ... .'..'.' . .'.. _ '. �... .' .' 5'5' DEN5G1 A55 FIREGUAP.D SHEATHING DRYWALL. SCREWS BARRIER OVER SHEATHING . .. ... .. .. ..... .. FACE I AYER: ... .. N'0 VENTS ARE ALLOWED ,. b0'DENSGLASS. FIREGUARD SHIEATHING .., INSTALL 4•WIDE .... .. .. . . .... - t, ATTACHED WITH i �' TYFE "G" DRYWALL .. BELFADHERINO MEMBRAN . . FLASHBK30VERLAPPING ... . Q 5/&' DENSGLA55 FIREGUARD 5HEATMNG SCREWS W 120.0. �;:.. ... DOOR FRAME U4• -OFFSET JOINF„ IN BASE AND FACE LAYER 24 ATTACHED WITH 2" MIN. 5(,KEWS OR NAILS 0 24"O.0. _ , , -01`=5ET JOINTS IN 6A5E AND FACE LAYER 24" .. .. .: .:. .. ' .. I I .. - BEYOND JAMB FLASHING.. DESIGN DARED ON GA FILE No. RC 2602.. SSE- ...IN TMEMBRANE ... INSTALL DOOR PL DE51GN 5A5ED ON GA FILE Pb. RC 2602 DOORFRAMEI/4' .: .'.' ..'.'. ..... .. ( , ,.. HIS DETAIL ONLY APPI ICABI E WHERE SEPARATION DISTANCE OF OVERHANG 15 LE55 THAN 5' AND MORE THAN 2' FROM PROPERTY LINE - '' ... SE DO RSD . F ... .' . ,..:...... ' ALTERNATE: ..... LEVEL &SQUARE P62 KATED SOFFIT ASSEMBLES WHIrH MEET J STEP 4 STEP 5 RATED SOFFIT ASSEMBLES WHICH MEET UL STANDARDS FOR (1) HOUR UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED FIRE RATING ARE PERMITTED LINE OF DOOR OPENING ....... ... .. .. I .... ... I....... . .. N.T.S. ... .... ... MANUFACTURERWR INB7RC'"O lIUCTiO CUTWEATHER...... '. �..:.. `wL`�J ... .. .. BARRIER .. FOLD WEATHER .. .. ... SARRIERJNAN ' ... ... .. . r ` .'...� AROUND JAMBS .. ... :. ..�. �° ROOF TRU55E5 I T ROOFTRUSSES .. . I ......: .. .. a ..I. .'.'.'.'. SET THRESHOLD 1 2x BLOCKING REQUIRED L ... ... BED OF SEALANT APPLY SEALANT AT AT PANEL JOINTS..:... ..... CORNERS & FROM EDDE . , OF THRESHOLD STEP 1 STEP 2 STEP 3 ®I Lot 86 Atlantic Beach Country Club Calder Residence Flashing Details Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.201 Scale 1/411 _ 11- 011 Plane °f Hatteras C 10 Written dirnen5ion5 5ha11 have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the ,Lob. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 320$0 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 Sart Jose Blvd Suite 702 oTtheast Jacksonville, FL 32223 Flo as Deng,, Jnr. 904.260.3319 .L SUBFASCI BASE LAYER: NOTE: AT UNPROTECTED DOOftS, BOTTOM 5/6" DENSGLASS FIREGUARD SHEATHING 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. SURF BASE LAYER' ATTACN.WTfH (2).}' TYPE "W" OR OTHER DECAY RESISTANT MATERIAL 5'5' DEN5G1 A55 FIREGUAP.D SHEATHING DRYWALL. SCREWS ATTACH WITH 2 NAILS OR SCREWSNC VEfYfS ARE ALLOWED FACE I AYER: N'0 VENTS ARE ALLOWED ,. b0'DENSGLASS. FIREGUARD SHIEATHING .., INSTALL 4•WIDE .... .. .. . . FACE LAYER: ATTACHED WITH i �' TYFE "G" DRYWALL .. BELFADHERINO MEMBRAN . . FLASHBK30VERLAPPING ... . 5/&' DENSGLA55 FIREGUARD 5HEATMNG SCREWS W 120.0. �;:.. ... DOOR FRAME U4• -OFFSET JOINF„ IN BASE AND FACE LAYER 24 ATTACHED WITH 2" MIN. 5(,KEWS OR NAILS 0 24"O.0. _ , , -01`=5ET JOINTS IN 6A5E AND FACE LAYER 24" .. .. .: .:. .. ' .EXTEND SELF- ADHERING " .. . NOi'E .-. MEMBRANE FLASHING 7" MIN.. T - BEYOND JAMB FLASHING.. DESIGN DARED ON GA FILE No. RC 2602.. SSE- ...IN TMEMBRANE NOTE; -FLASHING OVERLAPPING '. (.... .: .. .. DE51GN 5A5ED ON GA FILE Pb. RC 2602 DOORFRAMEI/4' .: .'.' ..'.'. SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED - SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDEDFINSIMD HIS DETAIL ONLY APPI ICABI E WHERE SEPARATION DISTANCE OF OVERHANG 15 LE55 THAN 5' AND MORE THAN 2' FROM PROPERTY LINE - '' ... SE DO RSD . F ... .' TMS DETAIL ONLY AFPLICABIE WERE 5EPARA':ION DISTANCE O= OYERHANG 15 LE5511 V.5' ANA MORE THAN 2' FROM PROPERTY M ALTERNATE: ALTERNATE: KATED SOFFIT ASSEMBLES WHIrH MEET J STEP 4 STEP 5 RATED SOFFIT ASSEMBLES WHICH MEET UL STANDARDS FOR (1) HOUR UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED FIRE RATING ARE PERMITTED DOOR FLASHING INSTALLATION DETAILS N.T.S. t ®I Lot 86 Atlantic Beach Country Club Calder Residence Flashing Details Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.201 Scale 1/411 _ 11- 011 Plane °f Hatteras C 10 Written dirnen5ion5 5ha11 have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the ,Lob. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 320$0 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 Sart Jose Blvd Suite 702 oTtheast Jacksonville, FL 32223 Flo as Deng,, Jnr. 904.260.3319 FASCIA METAL FOR STUCCO, EIFS, OR SIDING RUN METAL LATH TO EDGE 4" Ya" TO 3X6' OF THE HORIZONTAL SURFACE3 . GRAVEL STOP PLI-DEK SYSTEM IGG-E5 E5R-2097 MIN. 26 GAUGE GALVANIZED BONDERIZED `v SHEET METAL T U 13E STEEL PECK RAIL URETHANE CAULK JOINT (TO BE MAINTAINED) V a" - 3/16" PLI-0EK SYSTEM [CC -ES ESR GRAVEL STOP 2097 EXTENDS UNDER POST 26 GAUGE GALV BONDERIZED SHEI 5/8" MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) WOOD BLOCKING OR SLOPE 1/4 PER 12" PLYWOOD EXTENSION MAY VARY ACCORDING TO FASCIA APPLICATIONS STUCCO/EIFS AA 5/8" MIN EXT. GRADE PLYWOOD (3/4° RECOMMENDED) SLOPE 1/4" PER 12" BITUTHANE ( BUILDING PAPER BASE PLATE AS REQUIRED STRUCTURAL PLANS O O BUILDING PAPER STEEL POST PER STANDARD GUARDRAIL PANEL 5/8" MIN EXT GRADE PLYWOOD 19mm (34") MIN. SLOPE 1/4"x 12" APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH COAT. THE PLI-DEK SYSTEM TERMINATES AT THE BASE OF RISER SEALANT WIl L NEED TO BE FASCIA TO WALL TO DECK FLASHING INTERSECTION MIN. 2"X6", 26 GAUGE GALVANIZED, BONDERIZED DECK -TO -WALL FLASHING WITH STUCCO STOP FOR WALL STUCCO AND EIF5 SYSTEMS EXTENSION METAL TO BE INSTALLED BEHIND DECK TO WALL FLASHING r 4" AND PRE CAULKED BUILDING PAPER TO OVERLAL' 4" MIN. DECK SURFACE BUILDING PAPER TO BE INSTALLED BEHIND SHEET METAL Cd THIS POINT MIN. 2" FASCIA METAL v cs� v p�Jo cV Q �sc�-s�< C�9ZN � FASTENER f ATTERN FOR METAL LATH 76mm (3") O.C. IN THE FIELD 25-im (11/2') O.C. (12 STAPLES PER ON OVERLAPPED SQUARE FOOT) LATH 5EAMS PLYWOOD SEAM COVERED IN 2" WIDE SEAM PAPER AND STAPLES 1 �' O.G. 50mm (2") O.C. AROUND PERIMETER NOTE: WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER (PLYWOOD SEAMS) STAPLE EVERY 11/2" O.C. MAINTAINED PLI-DEK SYSTEM ICC -ES ESR -2097 THRU-BOLTS OR LAG BOLTS PER 5TRUCTURAL PLAN DECK TO WALL FLASHING EOR SIDING 13UILDING PAPER TO LAP OVER METAL FLASHING MIN. 2"X6", 26 GAUGE GALVANIZED, BONDERIZED L -METAL WEEP -SCREED FLASHING THE PLI-DEK SYSTEM IC -E5 ESR -2097 TERMINATES AT THIS POINT APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH COAT s Lot SE) Atlantic Beach Country Club Calder Residence e ldence Flashing Details 1672 A aA r6 c cc t ,Teri - Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 D4 Scale 1/41 ' =1'-0" Plan of Hatteras- C 11 j Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 742 ortheast Jacksonville, FL 32223 Fto Design, Inc. 944.260.3319 BLOCKING AS REQUIRED PER STRUCTURAL PLANS GALVANIZED, 26 GAUGE, FLAT METALGS(58 TO BE COATED ON ALL VERTICAL BEAMS MAY OCCUR POST AND NAILED TO THE SUBSTRATE _ - - - - - - - DECK FLAN VIEW THRESHOLD FLASH NG 2. 5 LBS/SQ.YD. POST 1x4 NOTCHCD*WOOD TRIM 1 GALVANIZED (DIPPED) EXPANDED DECK TO WALL FLASHING (OPTIONAL) METAL LATH 2.4 M X.69 M (96" X 27") SEALANT SEALANT OVERLAPPED 19 MM (3/4") AT EDGES NOTCH POST 1/2" DEEP 9 3" ' •' .._. WALL FLASHING FRAMING 410 MM (16") PERIMETER OF POST THRESHOLD O.C. MAX .. PER STRUCTURAL OVERLAP LATH ON THE FLASHING 26 GA. BONDERIZED PLI-DEK SYSTEM E k FLASHING TO THE EDGE 2 -PIECE SHEET ICC -ES ESR -2097 ` OVERLAP LATH OF THE DECK SURFACE EXTERIOR GRADE APPLY MANUFACTURER'S RECOMMENDED 19mm (3/4") min. MIN, 4" LAP FULLY PLYWOOD 16 MM (516) BEDDED IPJ SEALANT PLI-DEK FINISH COAT. THE PLI-DEK SYSTEM MIN WITH 3.2 MM (1/8") (ALL 4 SIDES OF POST TO BE ° o MIN 3" z1 TERMINATES AT THE BASE OF RISER GAP BETWEEN SHEET 5 ` FLASHED) o GALVANIZED BONDERIZED DECK 1'OST ELAS INC �' FLASHING PAPER TO CAULK BETWEEN FLASHING- FLASHING MIN 2" ON DECK AND AND THRESHOLD, AS WELL HEIGHT DEPENDS ON RISER SIZE COVER SEAMS IN PLYWOOD AS BETWEEN DOOR JAMB OVERLAP WALL TO DECK FLASH 50 MM (2") MAX. DECK SHEETING POST CONNECTION PER AND THRESHOLD 4" ON EITHER SIDE. DRAIN FACE NAIL (A MIN. OF PLI-DEK SYSTEM TWO NAILS PER SIDE) ICC -ES ESR -2097 i FLOOR JOIST OR BLK'G - AT THE FLASHING ON CONNECTION POST PER _ EACH SIDE OF POST STURCT. -_- MIN 2" -' APPLY MANUFACTURER ---,--__---;------ -- ----------------n---------->----------------- ------- 1 RECOMMENDED JOINT SEALANT `MAY APPLY GU60 BASE FASTENING COAT AT POST BASE TO BEHIND FLASHING AND DIVERT WATER PLYNOD 1 1 1 l l l l ?T THE TOP OF THE LATH ( 3/4" RECOMMENDED ) 1 1 1 FLASHING. SLOPE 1/4" PEJ 12" .FLASHING 15 SECURED. TO SUBFLOOR WITH NAILS + STAIR FLASHING ON ALL SIDES APPLY MANUFACTURER OFFSET METAL LATH EDGES RECOMMENDED JOINT SEALANT 152 MM (6) MIN FROM AFTER COMPLETION OF THE POST & RAIL EDGE FLASHING PLYWOOD SEAMS PLI-DEK BASE COAT AROUND FLASHING BASE OF POST. PLI-DEK SYSTEM TERMINATES AT THIS POINT s Lot SE) Atlantic Beach Country Club Calder Residence e ldence Flashing Details 1672 A aA r6 c cc t ,Teri - Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 D4 Scale 1/41 ' =1'-0" Plan of Hatteras- C 11 j Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 742 ortheast Jacksonville, FL 32223 Fto Design, Inc. 944.260.3319 GALVANIZED, 26 GAUGE, FLAT METALGS(58 TO BE COATED ON ALL VERTICAL INSTALLED ON ALL CORNERS OF THE FLASHING POST AND NAILED TO THE SUBSTRATE THRESHOLD FLASH NG POST 1x4 NOTCHCD*WOOD TRIM 1 (PER PLAN) AROUND PERIMETER OF BASE (OPTIONAL) � � DOUPLE FLASHING FOR 50 TO 152mm (2 TQ ) STEP UP SEALANT SEALANT NOTCH POST 1/2" DEEP 9 3" ABOVE DECK 5HT'G AROUND PERIMETER OF POST PER STRUCTURAL THRESHOLD FLASHING 26 GA. BONDERIZED PLI-DEK SYSTEM k 2 -PIECE SHEET ICC -ES ESR -2097 OVERLAP LATH METAL SADDLE APPLY MANUFACTURER'S RECOMMENDED 19mm (3/4") min. MIN, 4" LAP FULLY JOINIT SEALANT AFTER COM12LETION OF BEDDED IPJ SEALANT PLI-DEK FINISH COAT. THE PLI-DEK SYSTEM (ALL 4 SIDES OF POST TO BE ° o MIN 3" z1 TERMINATES AT THE BASE OF RISER ` FLASHED) o GALVANIZED BONDERIZED DECK CAULK BETWEEN FLASHING- FLASHING MIN 2" ON DECK AND AND THRESHOLD, AS WELL HEIGHT DEPENDS ON RISER SIZE AS BETWEEN DOOR JAMB OVERLAP WALL TO DECK FLASH DECK SHEETING POST CONNECTION PER AND THRESHOLD 4" ON EITHER SIDE. STRUCTURAL PLI-DEK SYSTEM ICC -ES ESR -2097 FLOOR JOIST OR BLK'G - CONNECTION POST PER _ STURCT. -_- MIN 2" ---,--__---;------ -- ----------------n---------->----------------- ------- `MAY APPLY GU60 BASE CAULK BETWEEN FLASHING COAT AT POST BASE TO AND COMPRESS TOGETHER 5/8" MIN. EXT GAPE DIVERT WATER PLYNOD ( 3/4" RECOMMENDED ) SLOPE 1/4" PEJ 12" s Lot SE) Atlantic Beach Country Club Calder Residence e ldence Flashing Details 1672 A aA r6 c cc t ,Teri - Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.20.2017 D4 Scale 1/41 ' =1'-0" Plan of Hatteras- C 11 j Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 742 ortheast Jacksonville, FL 32223 Fto Design, Inc. 944.260.3319 C \ / GENERAL NOTES: 8• All concrete slabs on grade shall be the thickness as indicated on the drawings over Clay Masonry (Brick): 13. Fasten plies of 1 '/<"' wide engineered lumber as follows: DESIGN SPECIFICATIONS: minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 2 -ply beams with (3), rows of 0.131 "x3 %:' nails @ 12"o.c. 00 _ 1. Brick shall conform to ASTM C62 C216, or C652 for Building Brick, Facing Brick, and3-plyr , „ • �. The scope of these plans limited to the structural requirements of this project. 6x6 W1;4x1.4 WWFia ed 8 at edges and ends in conformance with ASTM -A 185, 9 5 beams with 3 rows of 0.131"x3 /4 nails 8 o.c. each side has been designed in accordance with the 6th Edition (2017) FloridaBuilding 1. T e cop p s is im ted c q P J pp 9 O@ ( ) c cv project a g Hollow Brick respectively. Grade MW shall be used: S „ N J Architectural, civil site r' al mechanical (plumbing and HVAC waterproofing, fi r I th of to 2"4 -ply beams with 2 rows of Simpson 6 /+ Ion SDW screws 12" o.c. w and the Florida Building Code, Existing Building (as applicable):(site), electrical, (p g ), p g, or fibermesh reinforcement shall be used with a minimum be eng �p Y O p 9 @ c•� Code, Residential,9 9h` Ian .complyingrn E and flashing requirements are not addressed in these plans. with ASTM £ 1116. The dosage amount shall be 0.75 to 1.5 pounds per � o 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. cubic yard in accordance with manufacturer's recommendations. PP p STRUCTURAL STEEL: u- y DESIGN CRITERIA: N sin 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in vertical and 16" o.c. horizontal: Additional ties shalt be provided around all wall w c openings greater than 16 in either direction, and shall be spaced no more than 36 • conformance with all requirements of the authorities haven jurisdiction over this type _ 1 r n structural fill which shall be clean sand free of debris and. 1. Structural steel shall conform o RISC Specifications for Design and Fabrication and � a, j Wind Design Method ASCE 7-10o.c. and laced within 12 of the openings. - - a> q 9 J 9 Slabs. on grade shall bear o„ of construction and occupancy. other deleterious material. Structural fill shall be compacted to a density of at least pErection of Structural SteelfiorBuildings{latest editions). -_ c � Basic Wind Speed. 130 mph ` E Z 95% of the Modified Proctor Maximum D Density (ASTM D1557). Termite protection a. Welded Connections: AWS D1.1 BuildingRisk Category. 11 Dry Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall _ c O c 3. The contractor is responsible for the means and methods of construction. It is the vi ed in ac ordance with a licable code re uirements. If soil treatment 3 9 9 b. Structural Steel plates. ASTM A36 (Fy-36 ksi) or ASTM A572 (Fy-50 ksi) U) w Wind Exposure: B (Enclosed Structure) P shall be prod c pp q v hook embedded in the mortar joint. Sheet metal ties shall not be less than No. g Y a� P contractor's sole responsibility to determine the procedure, sequence, and temporary have a o 'Classification: si ential P �` p q p rY is used, the treatment hall be done after all excavation; backfilling, and compaction J a c. Structural Steel W -shapes: "ASTM A992 (Fy=50 ksi) '� V � Building Red • and its component arts during 22 gage by 7/8 corrugated and fastened with 1 /galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi - Q ss Building Type: Type V Construction bracing as to insure the safety of the building a p p g is completed. 9 (Y ) - N 13u g yp Yp Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi)`- Debris: NOT located in the wind-borne debris region construction. Wind -Borne 9 (Y_ Q N _ 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be f. Structural Steel Round HSS or Pipe. ASTM A500 (Fy-46 ksi) or o 9 Y P p c N Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for 1"x'1 4: The contractor shall veil all conditions and dimensions at the job site prior o Proctor Maximum D Dense 4• P 9 ASTM A53 (Fy=35 ksi a� noted project site considerations shall be the responsibility of the c verify 1 p compacted to a density of at least 95 /o of the Modified P Dry Density Unless otherwise, p 1 su supporting brick veneer over openings, This angle will not be required for arched (Y ) commencing work. ASTM D1557 for a de th of at least two feet Z-0" below the bottom of the footin pp 9 9 9 • owner contractor.. Examples of such items include; but shall. not be limited to, 9 ( ) p ( ) 9 o p windows where brick is self-supporting. If the length of the opening exceeds 6'-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications. ' enation of rade elevations drainage features, and special requirements determination g 9 3„ 1 P Y p = r` 5, The contractor shall supply, locate, and build into the work all inserts, anchors, angles, 11: The following minimum concrete cover shall be provided far reinforcement: the steel angle shall be attached to the wood framing with /$ x 3" lag screws @ 2 v� M ' fated with FEMA flood hazard and/or DEP zones. 9 P assoc „ o.c. or Simpson Y" x 3" SDS screws 12"o.c: v plates; openings; sleeves, hangers, slab depressions, or other components as may be 3 Concrete cast against and permanentlyexposed to earth P a @ 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. o. required to attach and accommodate other work. 2" Concrete exposed to earth or P ai DESIGN DEAD LOADS. P WOOD FRAMING: N 1 '/z' Concrete not exposed to earth or weather 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes � W 6. All details and sections shown on the structural drawings are intended to be typical shall not be used. ';_ � � o Floors: designed inaccordancewith ' National D si n Specification n tru to apply to an similar situation elsewhere in the work except t _ 1. All has been des gne e g p ca floor system utilizing wood decking or and shall be construed pp y y P 12. All continuous reinforcing steel in concrete shall be lap spliced with the followingF- i The design floor dead load of 12 psf assumes a 1 y g 9 NDS for Wood Construction, 2015 edition. -Q �- wood subfloorin over wood truss, wood 1 -joist, or solid sawn lumber framing. The floor where indicated otherwise. minimum lengths: ( ) _ 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. o 9 m to be carpet, vinyl, wood or ceramic tile. The Engineer shall be #4 bars: 21" minimum covering is assumed p y , 9 Southern Yellow member design incorporates design values for all sizes andj � .. Refer to the structural drawings for all structural details and sections.. The contractor �� Z. u o 9 r'P 9 6. All structural steel shall be shop -painted with SSPC Paint 15 red oxide rimer: Prior 4- N from the noted assumptions 7 9 #5 bars. 26 minimum notified if the floor coverings differ P ( ) P 9grades of visual) graded Southern Yellow Pine dimension lumber per "Supplement `[ li shall contact the Engineer for clarification in eases of conflict between the structural 9 Y 9 P pP to parotin ,steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleanin ". 0 9 #6 bars. 32 minimum 9 P 9 � o I-• M drawings and an drawings prepared b others prior to commencing work. No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber, published by 0 o0 i 9 Y 9 p P Y Roofs: the Southern Pine Ins echon Bureau SPt6 . 13: f i sha I b bent around corners or corner bars shall be used. P ( ) 7. SSPC Paint 36 (polyurethane) shall be'applied as the final coat to all structural steel o Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) Reinforcement in oot rigs I e 9 8. Itis the owner's and/or contractor's responsibility to obtain soils exploration report: Concrete or Clay Tile. 15 sf surfaces exposed and visible to the exterior of the structure. .� 0 Y p of the project structure assumes an allowable soil bearing capacity of 3. All wood members exposed to weather or in contact with masonry, concrete or soil Refer to Architectural Plans for Roof Covering System The designp j ct stru to a u g P tY 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support �- shall be treated with an appropriate reservative suitable exposure conditions. � 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the reinforcingsteel. Support items which bear on exposed concrete surfaces. shall havep p 8. Field touch.. -up after installation where required to restore final finish. � .d. noted assumptions. All requirements for site preparation and soil compaction LIVE LOADS: P q P p ends which are plastic tipped or stainless steel. DESIGN specified in the soils report shall be followed unless more stringent requirements are s 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: - P hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM B695, Class 50, specified in these plans. MASONRY: pP 9 9 Floors. If borate treatment is used then galvanizing is not required: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, o Exterior Balconies: 40 psf CONCRETE: General: United Steel Products (USP), or Engineer approvedequal. Decks: 40 psf 5. Prefabricated wood trusses shall comply with NDS and National Design Standard for c Stairs: 40 sf or 300 Ib point load) P ("" TrusConstruction TPI 1-2014 0 work shall i accordance with "Building Code Requirements for Metal Plate Connected Wood s ( ) 2. All anchor and threaded rods shall be err accordance with ASTM A307 or ASTM - 1. All concretebe n acro da g q 1. A masonry work shall be in accordance with. "Building Code Requirements for� 11 aso q point load9 r2 0 b try 50 sf o 00 Garages: p ( p ) g " "" cn Structural Concrete, ACI 318 14, and Specification for Structural Concrete, AGI 301. Mason Structures, ACI 530 13, and Specifications for Mason Structures, ACI F1554; Grade 36, co All Other Areas: 40 psf 530.1- 3 P Masonry 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. FLORIDA C.A. NUMBER: 25$46 2. All concrete shall have the followingminimum compressive strength at 28 days: 3. All metal connectors and hardware which are exposed to the exterior or in contact , i p o Attics: u►d► m - 7. The Truss Manufacturer shall submit shop drawings design notes with a + r' Slabs on rade footings, and misc. concrete: fc-2500 si compressive strength of p 9 9 with ACQ pressure treated lumber shall be T e 316 stainless steel or galvanized per N,n ++,,, Without Storage: 10 sf 9 9 P Z: Grout shall conform to ASTM C476 with minimum 28 day p g P YP 9 �,,�� 9 p s: fc=3000 si registered Engineer's seal for approval. Design notes shall include the rated load ASTM Al3 Class C or ASTM B695 Class 50: ' Storage: 20 sf Structural slabs, walls, beams and column p P P p p With Limited Sto a p 2000 psi perASTM C1019. Groutshall mixed to provide a slum between 8 to 11 . 9 Designated radon zones only all concretes fc=3000 si capacity of the truss to truss connectors, and the manufacturer's license to fabricate II - 30 sf fixed stair access 9 Y P ... m o .• .� ,, With Storage. p ( ) trusses utilizing the connectors stem proposed. The contractor shall approve _ _ _ . - r shall conform o ASTM C270 and be Type M or S. Type N mortar may be used 9 Y p p pP 4, Anchor adhesives shall be either SET 3G by Simpson Strong Tie or HIT HY 200 by 3 Mosta s al co o m t Yp Yp Y conform "Specification for Portland Cement" ASTM C150 fabrication and installation drawings showing size, shape and layout. Hilti with Florida Product Approval and installed according to the manufacturer's r 's Roofs: 3. Cement shall to Speaficatio o rt ( ) in brick veneer. PP 9 2 Less than 4.12 slope: 20 psf instructions. Holes shall cleaned of all debris and brushed out prior to installation Jr s pL 4 0791 = Aggregate shall conform i or Concrete Aggregates" ASTM C33 f I 8. Jobsite handling and,erection, including temporary bracing, during installation of of anchor adhesive. ' 4:12 slope or seater: 16 psf 4. m to "Specification f( ) 4. The contractor shall be responsible for the design. and installation o a 1 flashing. � � o p 9 trusses shall comply with TPI / WTCA BCSI 1. m ✓ O i / ; li alts organic ROOF COVERING: s Water shall be clean and free of injurious amounts of oil acids alkalis, s -O $ DEFLECTION CRITERIA: 5 e j 9 Concrete Masonry (CMU). e-_ TT material or other substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened � e- to their supporting walls or beams with metal connectors as noted in the Truss $ r nits CMU shall be ASTM C90 -14, -Hollow Load -Beano Concrete PP 9 1. The contractor shall be responsible for the design and installation of the roof covering; Walls. 1. Concrete masonry u (CMU) 9 .. Connection Schedule: • F •.,`; R (D,,... �, �,. • 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the compressive strength of 1900 psi system. cS' �► Wind loads with plaster or stucco finish: L/360 9 Masonry Units,: normal weight, with a minimum c p g structural drawings. All reinforcing details shall conform to "Details and Detailing of U240 9 9 9 (fm=1500 psi). i�, .�``` 1 Wind loads with other brittle finishes: j ,, ,0, 10. All able ends shall be balloon framed or braced in accordance with the applicable o j s/ONq� ANG` •``, Wind loads with flexible finishes. U120 or 0180 Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural 9 pP 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the o ne,,,,,,,,„cc,+ drawings. 2.. All continuous reinforcing steel in mason shall be lap -spliced with the following detail as shown in the structural drawings. manufacturer's requirements. 01-17-15 L/180 for exterior walls with interior board finish. 9 masonry P minimum lengths: Floors: FLOYD S. SIMPSON, PE 11 handrails, it r in -fill components Balusters and Panel Fillers' 7. Tolerances for foundation slab alignment as well as placement of reinforcement Guardrails, ha d a s, and guard p ( a ) hall 3. Clay and tale roofs shall be installed per the Concrete and. Clay Roof Tile Installation 4 9 P #4 bars: 20" minimum Y p Y E FL PE No, 50791 Live Load. U 80 be provided b others. Total Load: U240 * shall be in accordance with "Standard Tolerances for Concrete Construction and #5 bars: 25" minimum p Y Manual," and he manufacturer's requirements. >� coMMENrs: Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. #6 bars: 30" minimum Increased floor stiffness may be required by floor covering manufacturer 9 12. Engineered lumber LVL, Parallam or LSL shall meet the following minimum material 9 ( ) 9 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according c 1. specifications: to the manufacturer's requirements. 3. Grout all cells containing vertical reinforcement in 51-011 maximum lifts. . q 79Roofs: LVL or Parallam LSL Live Load: U240 E=2;000,000 psi E=1,550,000 psiresponsiblef r h design rid installation of all metal flashing cca U1 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall ¢. The contractor shall be o theag Total Load. 80 Fb=2;600 psi Fb=2,325 psi and valley material c> height exceeds 5'-0". y Fc =750 psi Fc =900 psi o oints. Fv=285 psi Fv=310 psi 5. Beam reinforcement shall be continuous across controlj v.s 'I j co ID (n it a i .CLI 'I All window, door and soffit assemblies shall be designed to withstand the design a indicated below and shall be installed in accordance with the pressures =•- � manufacturer's requirements. uirements. q WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP 5 INTERIOR ZONE(4) Pos Neg Pos Neg Metal Connector Simpson 16 1FL # 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf " 16.4 -20.6 16.4 -18.0 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 200.1 to 500 sf i 14.7 -17.4 14J -16.3 Soffit Design Pressure 1 18.3 -24.51 18.3 -19.8 rn FasteninSchedule N Metal Connector Simpson 16 1FL # MITEK/USP ID FL # Fasten rs Anchorage (U.O.N.) c A35 10446.1 MPA1 17244.23 (12) 0.1 1" x 1'/2" n/a cc ABU44 - Z 10860.4 PAU44 -- TZ 17239.13 (12) 0.102" x.2'/2" or (12) 0.162" x 3'/2" 5/8" w/ 7" embed vi ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.102" x 2%2" or (12) 0.162" x 3'/2" 5/8" w/ 7" embed CS16 10852.2 RS150 17244.27 (11) 0.1 d 8" x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0.14 (6) 0.14 "x 1'/2" into studs " x I Y2" into double plate n/a DTT2Z 10441.1 DTB-TZ 17219.1 (8)'/4" x I %2" SDS '/2" w/ 4'/2" embed (mono) & 7" embed (stem) GBG 10861.3 HC520 N/A (5) 0.13' (7) 0.131" " x 1'/z" into gable brace x 2'/z" into double plate n/a s H2.5A 10456.3 n/a: use RT7 17236.11 (5) 0.131" x 2'/2" in each end - (10) total n/a H2.5T 10446.8 n/a: use RT7 17236.11 (5) 0.131" x 1'/2" in each end - (10) total n/a H3 10456.3 RT3A 17236.11 (4) 0.131" x 2%2" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 (8) 0.131" x 2%2" in each end - (16) total n/a H8 10446.8 RT8A 17236.11 (5) o.14E" x 1%z" in each end - (10) total n/a HDQ8 10441.3 n/a: use UPHD8 17219.6 (20)'/4" a SDS 7/8" w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14)'la" 2'/2" SDS 5/8" w/ 7" embed (mono) & 12" embed (stem) m �.. HDU8 10441;4 PHD6 17219.4 (20)'/4" 3" SIDS 7/9'w/ 12" embed" _ HETA16 14473.3 HTA16 17680.4 (10) 0.1 8"x 1 Y2" 4" embed Z HTS20/24/30 10456.6 HTW20/24/30 17244.8 (10) 0.1 8" x' 3" in each end - (20) total n/a HTS M 16/20 11473.12 HTWM 16/20 6223.2 (8) 0,14 (4) %4' x (4) %4" x " x 3" into wood '/V Titen into CMU %" Titan into concrete n/a HTT4 11496.6 HTT4 17324.2 (18) 0.1 2" x 2'/z" 5/8!'w/ 7" embed (mono) & 12" embed (stem) HTT5 11496.6 H175 17324.2 (26)`0.1 s 2" x 2%2" 5/8"w/ 7" embed (mono) & 12" embed (stem) W LTP4 10446.13 MP4F 17244.24 (12) 0.111" x 1'f2" n/a LSTA18 10852.6 LSTA18 17244.18 (7) 0.14 " x 3" in each end - (14) total n/a § LTS12 10456.7 LTW12 17244.8 (6) 0:14 " x 3" in each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 (9) 0.144" x 3" in each end - (18) total n/a 75 MSTAM24 11473.11 MSTAM24 17325.1 (9) 0:14 (5)'/4" xl4" (5) %4" x " x &' into wood Titan into CMU %" Titen into concrete n/a MSTA30 10852.9 MSTA30 17244.18 (11)`0.1 8"x 3" in each end -(22) total n/a MSTA36 10852.9 MSTA36 17244.18 (13) 0.1 8" x 3" in each end - (26) total n/a cFSS LlJ MSTAM36 11473.11 MSTAM36 17325.1 (13) 0.118"x (8)'/4" xr%" 3" into wood " Titen into CMU Titan into concrete n/a aLMi :a MTS12/20 10456.8 MTW12/20 17244.8 (7) 0,140" x 3" in each end - (14) total n/a SHEET! MTSM16/20 11473.12 HTWM16/20 6223.2 (7) 0:14 (4)'/4" x (4)'/4" x °' x 3" into wood %" Titen into CMU %" Titen into concrete n/a PA51 13326.4 TA51 N/A (14),0.1 2" x 2%2" or (14) 0.162" x 31/2" 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 (12) 0.1 8" x 11/2" n/a SSP 10446.1 RSPT6 17244.29 1(4) 0,14 (3) 0.14 " x 1'/z" into studs "x-1 '/2" into double plate n/a STHD14 13326.7 ISTAD14 17230.3 (30) 0.1 8" x 3'/4" 14" embed Notes: 1.) All connectors manufactured bySimpson Strong -Tie or MITEK/US 2.) Mono= monolithic concrete; stem = masonrystemwall or bond be 3.) Anchorage refers to threaded anchors with noted diameters and ei (U.O.N.) 3m nbedment depths rn N c cc vi c •3 c`a -v s s Ca 0 U 0 cc U F y� tm V U3 aC t m �.. O E 0 EE _ v UJI F■- Z Z co UJ Q ~ U 00 r...� s c I-- W W O c JOB NUMBER: COUNTY: COUNTY:DUVAL § LU NTS a' DO NOT SCALE THIS DRAWING 75 RELEASE DATE: 01-17-18 c c DRAWN BY: CMF C ami HECKED BY: cFSS LlJ TITLE: GENERAL NOTES aLMi :a N SHEET! STEMWAL.L 85'-4" ti c � 14'-0.. c 28'-0" 10'-0" w4 3314" rN M W V to E O C z C to 0) O0 W U N ) N C w p 2 N F_- 2 c CL 0) c m Q Z w C/)LL m p N s� — — — — — I — — — — — — — — —. _ — — � � .._. — — — — — — — — — — — — — — — — I.: — — — — — — — — — — — — — — — — — — — — _ — — — — —. — — — — — — •.•........... ............... E _ I - c rn •.::::::.:::..::..:.�:::::.�:.::�:.:...... :.�:.... i.�:::.::::.::.�::::.: :...:...:..........:....:..:..:.:.::.:::....:.•:...:..........................:........., �::.�:. 7rr:.•::^.::iii i':.'r:' .............:...: :..1...:::: ;•::I .:.:...::.....::..:.:.:........................._ En m FLORIDA C.A. NUMBER: 25846 ...:....................................... a ``���,v�tNNr�rlrlrrurtirw S.ws/ kU�4y,4 ca ,,F 010 G N., � �,� c :No w .�50�I _ �. o y4,�/qv�� /NNQ��• � ttIINHI! a FI bYD S. SIMPSON, PE E /I FL PE No. 50791 C O ME S C N C ca 0 f:.:::.::......:::::::::::::: CLv 0 cu SPECIAL EMBEDDED STRAPS c I c ::; :::::.:..:::... uS c W m m -v_ „ REQUIRED AT NARROW WALLS" :.:.....:...........................:...:::::::: CD c a :.::::.:.:::::::::::::.::::.::.:::;:::: cc k::.:.:: m SEE DETAIL C ON SHEET S-8 -I I IT c 0 a c cu V rn V V W a o NOTE:I V 2x12 TREATED LEDGER w/ W 1— G � .... ::`:: z ::::•:•: •::• I SD -1 ,Q CONTINUOUS FOOTING >a HDG ANCHOR BOLT 16" O.C. Wim= { _z 6Wo I �u �:::_� a _ = '= c I ACROSS GARAGE ( I a> (SET ADHESIVE wl4" EMBED.) N DO NOT SCALE THIS DRAWING RELEASE DATE: 01-17-18 I c co :; : c DOOR OPENING' I B DRAWN BY: CMF CHECKED BY: C 1J TITLE; FOUNDATION PLAN T SHEET: X) IVA r D .N 0 9 6 2 -3 3 -7 :.•....... -4 FTI SIMILAR I � � 24 x 24 x 12 PAD FOOTING-- ' (- f `EMBEDDED STRAP AT r- I WITH (2) #5 EACH WAY � L :� I :; L — 1, . ... .� :: — — C — — _ � ARAGE DGGR OPE=NIN @1 I SEE DETAIL P ON SD -1 _ F-7 SEE DETAIL F ON SDA { I "-) I I 2T -7j" J o co L I w i 4 CONCRETE SLAB WITH 6x6 Wl Axl. WWF I I SD 1 I - I OR FIBERMESH OVER 6 MIL VAPOR B RRIER H SD -1 �" { I I I CLEAN AND COMPACTED COVERING P FILL SD -1 I I I 3'-9" 5'-0" 19'-4" � SPECIAL EMBEDDED STRAPS N •: •::' ---�:::;::::L._. :: N _..-------- -c-:.. ---------- --- I - REQUIRED AT "NARROW WALLS" Lu ::•::::.: :....:.: • :::::.::::::::::::::::......::: -' SEE DETAIL"C"ON SHEET S-8 eruj ::::::::.......:::: 19 'f 18 2-9-8-11 I Z-11" ::. I : f ;• p p co w -- ..................... :: ;.:... ....... ..., ..--�.... ..:: ...............� 0 x 60 x 12 PAD FOOTING k..... . .. i r --------------- .....::..:......................... ................ ....................• .......I.......... �-- ................................. :... ..............:.. .. WITH 5 #5 EACH WAY - co ----------_------- ............................... .................................... SEE DETAIL P ON SD -1 _ I .....:::::.::::: .:::::.:::..:. Imoo _ ;.: L. .� .. L*'.'*""'"'*""""'*"""'', :...: . . --D 0I � ::: 1:::: ::: : I :: p { o ao L' I � H k: w ff I Q . CJ = SUGGESTED CONTROL JOINT M LOCATIONS (SEE DETAIL "T" ON SD -1 I I DENOTES TWO STOR j� _ :::.,::::. kms.: I I I I 2x8 TREATED LEDGER wl ?? :;';:»:;: FOOTING CONDITION 8` H Y8" HDG ANCHOR BOLT 24„ O.C. / I -PROVIDE RECESS --.-.C: -D-1 : (SET ADHESIVE w( 4” EMBED.) :• :::::::FORSHOWER • CONTRACTOR SHALL VERIFY ALL DIMENSIONS;.. S 1 I I ::: .,-..........:::::. -- USING FINAL APPROVED FLOOR PLAN PRIOR _ �""..... ,..�.. ,.._ --------- - TO CONSTRUCTION RUC ION rB — —-- — _.:-::- ._.._..�:.. ......... f ... I f I M ............. ............................ ........................ .......................................................:................................I ' 30'-1 m r- p cn 5'- 4 " 1 3 -5 7.2 4 -8 10.10 4'-0" 8 -0' 11 4 85'-4" � o cn FOUNDATION PLAN I ti c � c ci 0 N 04 w4 rN M W V to E O C z C to 0) O0 W U N ) N C w p 2 N F_- 2 c CL 0) c CV W c capf O Z w C/)LL N s� Cn A � � cc O Q 00 0, C ca O E c rn En m FLORIDA C.A. NUMBER: 25846 0 a ``���,v�tNNr�rlrlrrurtirw S.ws/ kU�4y,4 ca ,,F 010 G N., � �,� c :No w .�50�I _ Y*= STAT' 0 4 o y4,�/qv�� /NNQ��• � ttIINHI! a FI bYD S. SIMPSON, PE E /I FL PE No. 50791 C O ME S C N C ca 0 CLv 0 cu c c cu uS c W m m -v_ CD c a cc m a rn c IT c 0 a c cu V rn V V W a o W V W 1— G � z w ,Q v >a Wim= _z 6Wo �u a '= c JOB NUMBER: 17-2036 COUNTY: DUVAL L Ya" =1'-0" (U.O.N.) N DO NOT SCALE THIS DRAWING RELEASE DATE: 01-17-18 c c c DRAWN BY: CMF CHECKED BY: C 1J TITLE; FOUNDATION PLAN T SHEET: X) r D .N U 'C Q1 C 0 u') W N a M EL U r lon J � E > C g .N Z 0 W Y JI v� Q � y C' a C14 W o= - C W � i W H sZ 0 wtm N C w. Z SCf _ O C0 U- ������111 0 � S °+- fe _ (V SD- CD TYPICAL ALL EXTERIOR WINDOW AND R (2) 2x6 HEADER DOOR OPENINGS 0 CL 00 .2 r SD -3 2J 2K 72• - _1%4111 -i ,= = CONSTRUCT USING APA (2j � /a LVL PORCH BEAM T NFEE :: (5) 2x6 BUILT -U SOLID BUILT -U II NARROW WALL METHOD - - - -� �2) JACKS WITH HEADER CONTINUOUS III SII MIN. POST (MIN.) ) CORNER (MIN.) a I ( ACROSS RETURN WALLS III IIID — F III I I SEE DETAIL "C" ON S-8 IIfQ „ I N III (2) 2x4 BUILT -U II { { FLORIDA C.A. NUMBER: 25846 II'im' a N II VIII BLOCK BETWEEN '�� POST (MIN.) _j III z I i IIS III _ I{ FLOOR TRUSSES ' :: c w L o T II VIII OVER SHEARWALL • • _ III w O II l www t I O a +� III o I I ,.,, IIS o o = a S. s/ cn tCs `♦ V : w _5 2 uj III x 0 ♦♦gip • • -i N 4 ,III � - III C'4 ♦ •• �: , lip I I (2) 2x12 HEADER Nz Z VIII II{ III oil NOTE(2) 2x12 HEADER EACH M� III . � III:.. : � •"• '� : III I I� ` A H REAR POST SHALL BE TREATED III VIII 2J 1 K 6x6 POST ON ABU66-Z POST BASE VIII — •• �'Ila- STRAP a O STRAP POST TO EACH BEAM ABOVE III 1 4� (2) JACK STUD O WITH (1) H6 -Z CLIP OR (1) MSTA24-Z ►- II III (2) KING STUDS TYPICAL ALL POSTS U.O.N. ............:........... ......................... ....... I — — ............ { to ( ) III � ILI � Illll o No. 791 •'t - TE OF _ SEE DETAIL "U" ON SHEET SD -3 a' IIS III III I I� NOTE: (........... m FLOYD S. SIMPSON, PE III: ( III w I I Ej FL PE No. 50791 THIS OPEN PORCH CEILING II �Ii VIII ¢ Q z `� o�nMENTs: 3 ...........:... Ill O REQUIRES A MINIMUM /a SHEATHING IIS IIS III FASTEN WITH 6d COM OR BOX x LII �O O a 1 yI III o IIS III VIII 0 o w78 NAILS AT 6" O.C. ON EDGES :....................:...' :.......................: :..................:... ,o� o w III Ntm N 12" O.C. IN THE FIELD II " 111 ........................ ........:................ cn u`71I w �; w �L X o I I ca AND III III ............:. � �Ill N� w III :VIII �m, IIII I L III III Q M III III ILI o,, µ�-, w Ill 11111 I� Ij x (4) 2x4 BUILT -UCL IBJ Ill POST (MIN.) ............ , .. 111 l l ALLOON FRAME III III N Ill :VIII 111 I WALL .fl ......................... .. ........ .. � � .................. . o, ......................... :..........._...... ...........................:. {, Ilf� III II► Iilll _ _.:SII a . .......:......... — — � r _---CONSTRUCT USING APA � Illm" .:: 111... : : : NARROW WALL METHOD ca III :: III WITH HEADER CONTINUOUS II Ill ACROSS RETURN WALLS 3 III (5) 2x4 BUILT -U .: SEE DETAIL "C" ON S-8 c`u ►►u IIII ) III POST ALIGNED WITH 1l ��L TRUSS E02 ABOVE III II III (If SHEATH WALL IIII INSTALL SOLID BLOCKING I cn R SIMILAR TO ; ,..... ............ :................ ..... ........::...... BETWEEN FLOORS III ................_.......::....... II SD -3 III :: SW III IIII 2x6 FRAME WALLLOCK BETWEEN III cc CONSTRUCT USING APA Ill (2) 2x8' HEADER ::... 4) 2x4 BUILT-UP LL METHOD FLOOR TRUSSES POST (MIN.) NARROW WA 111 2J 2K ..: _ ..... , . ......:................. � WITH HEADER CONTINUOUS 2 2x6 BUILT -U OVER SHEARWALL .. I II O III ..... .... w ACROSS RETURN WALLS I I POST MIN. 6 2x6 BUILT-UP ........ ............... OS (MIN.) ) C SEE DETAIL "C" ON S-8 I 1 POST MIN. ( ) (MIN.) . .... to III .. .. : ........................... .. ' :': cu alI_ o o u`5 s - rn alI_� Ill : TOENAIL GIRDER T 04 SHEARWALL DOUBLE PLATE o III .. 2 2x6 BUILT -U 1 x" NAILS 3" O v POST ALIGNED WITH I as � N :. TRUSS E02 ABOVE II o I' INSTALL SOLID BLOCKING c BALLOON FRAM I I : III : ; IIII BETWEEN FLOORS �---�� .............. WALL9111 .::.......... .� II II SD -3 (2) 2x6 BUILT-UP 111 POST (MIN.) IIII o CONSTRUCT USING APA NARROW WALL METHOD Wall c� cn , WITH HEADER CONTINUOUS L SHEARWAL II � LLE ACROSS RETURN WALLS LEGEND: V (SEE DETAIL "C" ON S-8) x' CL = NON-BEARING WALL (/;� („) W Q BEARING WALL '`ar- W .� E Q m V SW -6 0 D = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2Y") N LJ.1 NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON Z INTERMEDIATE SUPPORTS Z � Q W _ SW -3 � J < �� = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Yz") n, W H WALL LAYOUT - FIRST FLOOR Q NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS CO a -� 0 00 _ Z w SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL w : O T �� NOTE. ALL EXTERIOR WALLS SHALL BE SW -6 AND SHALL a� BE NAILED @ 3" O.C. TOP AND BOTTOM PER JOB NUMBER: couNm " c 17-2036 DUVAL DETAILS A &BON SHEET SD -2 -U.O.N. w WOOD FRAMED HEADER LEGEND: �- Y4 -.1-0 (U.O.N.) DO NOT SCALE THIS DRAWING SIZE � ELEASE DATE:. OF HEADER _ 01-17-18 ci 2 2x HEADER J K •c DRAWN BY: QUANTITY UANTITY CMF •� CHECKED BY: OF JACKS OF KING STUDS LU TITLE: NOTE: Em WALL LAYOUT FIRST FLOOR ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM cn (2) 2x6 No.2 OR BETTER SYR ALL EXTERIOR HEADERS SHALL BE SHEET. INSTALLED WITH MINIMUM 2 JACKS AND 1 KING STUD AT EACH DEADER 00 ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) N S�3 O ti c � 00N W M E U- V r W ^ to lV) J 8 E 2 ZZ 'ay C O y V uj a) cn d C N - C 4 W H y 0 CL cm a) r� N V Z o 0 C9 LL Z T N to ~ 00 _OO .+ c 3 In g R TT5 0 a Q SD -3 /HOLDOWN_200 T ONSTRUCT USING APA a _ _ TT5 I– �' NARROW WALL METHOD' ca .... TT5 Rp HOEDOWN HTTP II ° o B % ROD ADJACENT III s HOEDOWN WITH HEADER CONTINUOUS �- II HOEDOWN I I ACROSS RETURN WALLS TO GIRDER III IIII —=F� III I i (SEE DETAIL 11^11 ON S-8) V .� III N FLORIDA C.A. NUMBER: 25846 fll II IIIII :: III (I -� III II III III III IIIII ........,....TT5 ::: ... HOEDOWN . III I I �rurrrrroujrrr, I I � ,� � SIIIrJ �•. Ilf A 111 IN I► IIIII , TT5 cua� y . 'I II III : HOLDOWN III I I L ,...,.N II III III IIIII III '. III III NOTE: III III III EACH REAR POST SHALL BE TREATED III TT5 IIIII III 6x6 POST ON ASU66-Z POST BASE HOEDOWN STRAP POST TO EACH BEAM ABOVE III III IIII) WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TT5 III III HOLDOWN TYPICAL ALL POSTS - (U.O.N.) III .............. . ... . ....:..... III IIIII 1r LZ No 7,�`1 ,o'•.TE OF O t✓ �4ry lo �, � q+! 11 „ III _ III ........:......:; «, � SEE DETAIL U ON SHEETSD-3 III III :: III YD . SIMPSON, PE III III III IIIII TT5cu HOEDOWN III I I coMMENTs: c,.....PE No. 50791 � ;,. III II III Ilf :: � III II Ff III SII ill :: :IIIII m IIIIII III IIIlIl .... ©�.o ...................:..............................................- ....................... cu .... SII IIIIIIIII I I :IIIII z lil III ¢....:.: III IIL II o III _ IIL II TT5Cr HOLDOWN a III III 1 1 III III IIl IIIIII III LIIIII .... :IIIIIIIIII ... HTT :... 8" Rp HOEDOWN IDOW �~'—CONSTRUCT USINGAPANARROW WALL METHOD 71 IIIIWITH HEADER CONTINUOUS ACROSS RETURN WALLS IIII DTT2-Z HOLHTT (SEE DETAIL "C" ON S-8) AT POST FOR HOLDOWN a ill SII TRUSS E02 'III III ►1► IIIII SII ,... I R 111 STA18 EACH a� SD -3 �Il� SIDE OF HEADER II IIIII : II NOTE: vi ALTERNATIVE TO SSP I DSP AT PLATE, w III TT5 A • (1) SIMPSON SDWC 15600 SCREW OR R CT USING G AP III ONST U C WALL METHOD TT5 RODS 4'-O.C. MAX HOEDOWN ALTERNATIVE TO SPH_ AT DOUBLE PLATE, aa)i NARROWI ( @ .:........ . (2) SIMPSON SDWC 15600 SCREWS STUD F6 WITH HEADER CONTINUOUS HOEDOWN HTT TO DOUBLE PLATE PER SIMPSON DETAIL. �' ACROSS RETURN WALLS I L ....... ..... . . . ....... HOLDOWN v, (SEE DETAIL "C" ON S-8) I I I III ............ ............. ........ w DOUBLE � PLATE L I III III J o HTT5 z 0 Ncm II -c m :::: HOLDOWN ¢ Ua II ........... .. .. ... HTT II HOEDOWN J y11 MIN III m v om y 1 MAX v, III o ca 0 co i' o N HITS TT5 o N STUD SDWC 15600 CL IIII _ HOL OWN HOLDOWN = ..............: ............ ............. :: v @� c v Ua TT2 Z HOEDOWN SCREW a a HTT AT POST FOR m III TT5 IIII TRUSS E02 USING APA ' HOLDOWN : HOEDOWN CONSTRUCTUS 0 U1 ' ca NARROW WALL METHOD.. � V WITH HEADER CONTINUOUS ,I ACROSS RETURN WALLS SEE DETAIL "C" ON S-8 v T ELEVATION-SDWC 15600 _ ( ) t/� C.7 w Q OPTIMAL 22Y° ANGLE c W �o O Im ,� 10 Q E r DOUBLE 30 i i _ V PLATE \ Lu E— G Z „ a —j �..� WNUMBER Q 1_ II � SDWC 1560 �Q TIE -DOWN LAYOUT FIRST FLOOR SCREW Cc _ STUD W 00 �.. LuO SECTION- SDWC 15600 _ COUNTY:w6 DUVAL 10 '-0" (U.O.N.) m NOTE: DO NOT SCALE THIS DRAWING "KT" = SCREW KIT REQUIRED WITH HTT5 _RELEASE DATE: � 1 01-17-18 HOLDOWN AT NOTED LOCATIONS : c . DRAWN BY: CMF THREADED ROD LEGEND: „ CHECKED BY: • % THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (411 MINIMUM EMBEDMENT REQUIRED) w TYLE: E' TIE -DOWN LAYOUT �• _ %II THREADED ROD FROM FOUNDATION TO UPPER FIRST FLOOR FLOOR DOUBLE PLATE y SHEET, (4" MINIMUM EMBEDMENT REQUIRED aD I o N S�4 O = HOLDOWN AS NOTED INSTALLED AT SILL PLATE FULL HEIGHT WALL SHEATHING Y c c 00 c to W CV m E NG U- V E J , O CD cm Z f_ c 'n � p Q N 2 Q 75 l C N Lu MMm � o 0 fY co p) CV Z F O U) L2 (1) SDWC SCREW TOP AND (1) SDWC SCREW TOP AND C o 6:.. W ¢ . BOTTOM @ 16`' O.C. AND Y4" x 4Y" BOTTOM @ 16" O.C. ANDY " " x 4Y .,.-, N SDS SCREWS THROUGH SOLE SDS SCREWS THROUGH SOLE o F_:00 PLATE INTO FLOOR TRUSSES PLATE INTO FLOOR TRUSSES 3 0 BELOW @ 24" O.C. BELOW @ 24" O.C. rn Q a 00 2) CS12) CS16 (2) CST _ c Cu ETWEEN BETWEEN BETWEEN FLOORS I o FLOORS FLOORS FLORIDA C.A. NUMBER: 25846 I cu .. O I, • . ' a, iiiiiiiififfffNf i } ate. I ••••VAC' f� •. /��''. i I 01 c LG . r, ., v, --Q -- -- _�— — S16 791 BETWEEN I > N J FLOORS f - L I -F ............... I `r O j �m X J O J k'���tl �fit a� 01-17-18 Z w o v I cFLOYD S. SIMPSON, PE cj _ ........... ,u ? c> `� FL PE No. 50791 O of O 0 u) t- F- O 3: N ( C MMENTS: `T W�w O .. .. _ca I c Cai O U U) O Ow . cnO 0m cm. OV I c 1= f- .... u s F- z 2) CS16 0 p w w L 75 z g BETWEEN ^ m x _� o I. ::::...............:............... FLOORS �: _ �aAD .. OO ....:.......... v 3:53 4Lw' CD O L= co � r o L . ... UC2 00--2 HANGER cu cn - 1 (2)2x6 BUILT -U INTO SOLID STUDS a> POST (MIN.) W/ III :. CS BETWEEN L .... .::. ...........: FLOORS IIl III .. c rn L c» ...... • III I I II .... •.. _ III .• II II ILI I I -J BALLOON FRAM III - III Ico WALL LIL o III .e Ill m 2) 2x6 BUILT-UP II m LII J POST (MIN.) wl o IICS16 BETWEEN III o w FLOORS J�o W III =11 I 0`^' c� _ �°II III ..... z g ►—I a) � II N < II SII SII LU o I w 2) CS16 III o cn II - BETWEEN oXo.� ill III '- : is (2) 2x6 BUILT -U FLOORS NOTE. a) O = II _ : ;: POST MIN. w — — — EACH BALCONY POST SHALL BE (D Z Z = �: ) I III THREADED ROD LEGEND: � N CS16 BETWEEN TREATED 4x4 POST STRAPPED TO O O x ) 3". c v o- w = FLOORS FRAMING BELOW WITH MSTA36-Z STRAP Y8" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE a = M III :::: 4� MINIMUM EMBEDMENT REQUIRED I r STRAP POST TO EACH BEAM ABOVE ( ) UC210-2 HANGER WITH (1) H6 -Z CLIP OR (1) MSTA24-Z z III NOTE: _ : THREADED ROD FROM F CL o� INTO SOLID STUDS O s M OUNDATION TO UPPER 8 :: THIS OPEN PORCH CEILING FLOOR DOUBLE PLATE L IIIREQUIRES A MINIMUM Y8" SHEATHING (4" MINIMUM EMBEDMENT REQUIRED) FASTEN WITH 6d COM OR BOX _ NAIL AT 6" 0. = HOLDOWN AS NOTED INSTALLED AT SI ' — — —' — —� — S CON EDGES: ( ) LL PLATE � AND 12" O.C. IN THE FIELD V SHEARWALL LEGEND: tmt3 2 2x6 HEADER 2) CS1 2) CS16 2) CS16 O BETWEEN.' S BETWEEN BETWEEN a .... 2J 2K FLOORS FLOORS FLOORS ......... • . NON-BEARING WALL 3 (� SD - 9 3 W tQ TYPICAL ALL O = BEARING WALL 0- 4`. W '-.. EXTERIOR WINDOW AND E 0m C.� DOOR OPENINGS SW -6 8 V SHEARWALLS FASTENED WITH 8d COM (0.131" x MY) :toe L1.1 1 -- NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON co Z INTERMEDIATE SUPPORTS Z W co W (, SHEARWALLS FASTENED WITH 8d COM (0.131" x M" Ll.I N NAILS @ 3" O.0 ON EDGES AND 12" O.C. ONED ) INTERMEDIATE SUPPORTS c > WALL LAYOUT - SECOND FLOOR C) 00 z Lu L SBS SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL a; w p J b NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL N V d. BE NAILED @ 3" O.C. TOP AND BOTTOM PER a, jos NUMBER: couNrY: c 17.2036 DUVAL DETAILS A & B ON SHEET SD -2 - U.O.N. W v'/° =1'-0" U.O.N. w WOOD FRAMED HEADER LEGEND. 4 (U.O.N.) to DO NOT SCALE THIS DRAWING SIZE = RELEASE DATE: OF HEADER 01-17-18 E 2 2x HEADER �, —J —K DRAWN BY: QUANTITY UANTITY CMF Im CHECKED BY: OF JACKS OF KING STUDS c FSS Uj TITLE: NOTE: 2 WALL LAYOUT CD ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM n SECOND FLOOR (2)2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE SHEET: INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER00 ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH NS�5 MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) p x. NOTE: • H2.5T CLIPS MUST BE INSTALED ON THE EXTERIOR c=, SIDE OF THEWALL �i TRUSS , , NNECTOR SCHEDULE TRUSS ID 11EFT INTERMEDIATE RIGHT B01 iHTS24 Y IV ii HTS24 FRG01 q) HTS24 (2) HTS24 FG01 TS24 CS16/CS16 HTS24 :: II :: ALL OTHER TRUSSES (ROOF) 4.5T OR S C 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: c 00 1) ALL TRUSS CONNECTORS ARE BASED ON w 4N UPLIFTS COMPUTED BY ENGINEER OF RECORD N M UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS m E SHALL BE DISREGARDED n �, u 2) THE TRUSS LAYOUT AND NUMBERING SYSTEME j SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER o O DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR o Y rn APPROVAL BY THE ENGINEER OF RECORD AND THE v CONTRACTOR m 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED F'r"1 N AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR 3 w APPROVAL OF THE ENGINEER OF RECORD M 4) HTS24 / rl I STRAPS MAY BE INSTALLED ON THE x ' c) INTERIOR SIDE OF WALL C4 wocmO 5 REFER TO MANUFACTURER'S INSTALLATION DETAILS ca Z w j WHEN USING SDWC SCREWS o �L{co LI: C-9 o G= = N a co i-0 F_: coo .+ U) FASTEN END TRUSS ' 3 d' TO BALLOON FRAMED a STUDS TRUCTURAL BRACKET -a 00 SEE DETAIL "D" ON S-8) cq O O 0 Il ro. O :: ( HTS24 SII AT GIRDER is III TS2 AT (( F_O42 AFOL I I c II --- - III J03 TRU it — III III III —Ao2(2 I I c" FLORIDA C.A. NUMBER: 25846 II IIII V III III II II III T ' IIII ........... ► ► , 806(7) BO (2 o III it .......... III I f � � ♦•� V ..•.ro. , y-,, III IIIII y � LI III III 1 I °p.••.��GEN III II IIII "' I ill I I �'_ �• o. 5 Ill III 1 1 Z N N oo ; *_ II 1111 M 4Z T OF P99III I : ::: O% II ' IIII S �0 .'Lu 0 G m w ttt - III Il III G o off v 1111)'`' -BLOCK BETWEEN `D _j w c ,/ ,'FLOYD S. SIM SON, PE 'I II-`"TRUSSES UNDER III I I M < `n E L, FL PE 50791 III I -2nd FLOOR WALL ABOVE III coMMErvTs: _ III i II _ illcu - : III 11 II SII tm III ... ......... P06{2• . III (I er .c II ++++++cu . III L III �- II 111. I) o _ III .� III ,.......;...... III I � II ++++ CLII : 2x1 LEDGE w/ 6 0.4 1" x 3" III (( IILL CD III II ++++++ NAILS @ 16° O.0 ((EACH STUD) III .. ........ ... . I ...... .... ­..III1 4 1 1 a II I IIc :.. I ... ... II II , IDOUBLE JOIST Ill I 111 AT POST � 3 IICC dill d� w O c J � V 13 - COUNTY: COUNTY: 17.2036 DUVAL w 2x10 PT Ya" =1'-0" (U.O.N.) RIM BOARD y DO NOT SCALE THIS DRAWING = RELEASE DATE: U 01-17-18 2x10 PT BALCONY JOIST NAIL BALCONY JOIST T FLOOR TRUSS wl 2x4 BLOCKING UNDER c (4) 0.131" x 3" NAILS AT ' BALCONY JOIST � DRAWN BY: CMF EACH WEB OF TRUSS CHECKED BY: ERRING WALL FS S w TITLE: - LOWER ROOF LAYOUT A DETAIL - CANTILEVERED BALCONY JOIST S-6 = SHEET: 00 r O 04 S�6 III II ............................ ................. 111 ( HTS24 [� R AT IRDE ill ' . IIIN T 2 AT III S NAIL HA GER TRU : ; INTO SOLID �t�l BL0 KING II FU3:: HTS24 A I I l GIRDER IIE. If li ....... ............. II p III II CS1 .... � v •rn , .............:. «, I1 IICD :' :: .. . DOUBLE JOIST b .......... ................... `.... AT POST :..: F- _ � � :... c cn ....................,.......... :. ................... ............ ....... ........... .... ... 2x10 PT CANTILEVERED FLOOR JOISTS :: PER DETAIL "A" ON SHEET S-6 cu STEP BALCONY Y IV ii II c cu ...... (( II III zar :: II :: �. LL 1 I CS1 ....:.....:.: :.... :..: : -c I I)..... .,jc:> C07(2 .................STRUCTURALBRACKET :::: ..SEE DETAIL "D" ON S-8 ( ) I I SII ; ::' M OUBLE JOIST Q ........ - ....:.... ... .. ......... .... r o AT POST � II HTS24AI III a`) •. :: GIRDE � � a Ful s � cn ASTEN END TRUSS USS _ TO BALLOON FRAMED o STUDS BEAM SICHEDULE w Q o W .-.. BEAM I. D. BEAM SPECIFICATIONS E 0 E _ BM1 (2)1 g4" x 20" 2.OE LVLCIO W 11-- co p Z cn J W F- LO ER ROOF LAYOUT } a a 000_ LENGTH Y3 LENGTH c Z w d� w O c J � V 13 - COUNTY: COUNTY: 17.2036 DUVAL w 2x10 PT Ya" =1'-0" (U.O.N.) RIM BOARD y DO NOT SCALE THIS DRAWING = RELEASE DATE: U 01-17-18 2x10 PT BALCONY JOIST NAIL BALCONY JOIST T FLOOR TRUSS wl 2x4 BLOCKING UNDER c (4) 0.131" x 3" NAILS AT ' BALCONY JOIST � DRAWN BY: CMF EACH WEB OF TRUSS CHECKED BY: ERRING WALL FS S w TITLE: - LOWER ROOF LAYOUT A DETAIL - CANTILEVERED BALCONY JOIST S-6 = SHEET: 00 r O 04 S�6 FLOOR TF4JSS STEP BALCONY Y IV ii �•� ii �� �i �� �v >•� iii d� w O c J � V 13 - COUNTY: COUNTY: 17.2036 DUVAL w 2x10 PT Ya" =1'-0" (U.O.N.) RIM BOARD y DO NOT SCALE THIS DRAWING = RELEASE DATE: U 01-17-18 2x10 PT BALCONY JOIST NAIL BALCONY JOIST T FLOOR TRUSS wl 2x4 BLOCKING UNDER c (4) 0.131" x 3" NAILS AT ' BALCONY JOIST � DRAWN BY: CMF EACH WEB OF TRUSS CHECKED BY: ERRING WALL FS S w TITLE: - LOWER ROOF LAYOUT A DETAIL - CANTILEVERED BALCONY JOIST S-6 = SHEET: 00 r O 04 S�6 G � } C `✓ a) a) C At 00 C N Lu N J O a u- V VNN Z C 0 W .y 4 V = � ^ N cn 3 � w ti cn v xL7 C=)CD N CLu Z O 0 � Q c = N C.0 .0 . H 0000 C) Q Q Oco a Q d El E F- cu I I cn 1 FLORIDA C. A NUMBER: 25846 J(8 J100 J08 r+t�rrurr�� I•.�,�� sF...•o - Ij , r I I I I $ . 'p,•' .NiqA, 791X1 T— HTS24_ TRUSSTE O D024 TRUSS C 6F1 r�` Q• •• �w sr I .. o °yy,,,SS qL E���,• �° 1 I Q v 01-17-18 c FLOYD S. SIMPSON, PE E FL PE No. 50791 MENT I...... >%COM S' ......... ........ T_ O cl c I to ;` :: IF] ATNEN D TRUSS I S E L TO BALLOON FRAMED STUDScu o — — --� .y HTS24AT I I 3 TRUSS ........... == II 2x8 LED ER N1 (ill) ca ��� 0.131 x 3 N ILS AT EACH ST D III '� NOTE. H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR cc aa) SIDE OF THEWALL TRUSS CONNECTOR SCHEDULE TRUSS tD LEFT INTERMEDIATE RIGHT D01 HTS24 HTS24 E02 HTS24 HTS24 G01 HTS24 HTS24 ALL OTHER TRUSSES H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 ami vi c c m vs m a� -�s ui c .3 -a ani " ' I NOTE: c 1) ALL TSS CONNECTORS ARE BASED ON y UPLIFTS COMPUTED BY ENGINEER OF RECORD rn UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BEDISREGARDED 8 : J13 �JT8�24 AT 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM O R SS ' SHOWN 81-IALL BE USED BY THE TRUSS MANUFACTURER. c • — — — — — DO NOT ' RY FROM THIS LAYOUT WITHOUT PRIOR � ci s APPROV L BY THE ENGINEER OF RECORD AND THE L7 CONTRA TOR Q v 3) TRUS ONNECTORS NOTED SHALL BE INSTALLED co AS LISTS . DO NOT SUBSTITUTE WITHOUT PRIOR — IJ.1 W APPROV L OF THE ENGINEER OF RECORD o 2 E 0 4) HTS24HTS30 STRAPS MAY BE INSTALLED ON THE 8_ V ' INTERIOISIDE OF WALL L1.1 Z co o (5) REFE TO MANUFACTURER'S INSTALLATION DETAILS Q W WHEN U NG SDWC SCREWS 5D J U P E R ROOF LAY W c OuT c a co _Z w 6J JOB NUMBER: COUNTY: c 17.2036 DUVAL w Ya" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING ELEASE DATE: 01-17-18 ci ; c c' DRAWN BY; m CMF p) CHECKED BY: LLJ TITLE: UPPER ROOF LAYOUT SHEET: <x CD 0 V G � C •C CD OVERHANG EXTEND RAFTER PAST DIAGONAL a, LO Lu N M J EO h u U cm 1'-8" W OOX: On — •C OVERHANG 3'-4" j (D0.131x3 NAILS @ 8O.C. o ROOF SHEATHIN STAGGERED ACROSS J`- Z ALL INTERSECTING MEMBERS o U) W INCREASE NAIL SIZE TO • 1 'm 0,120"x 3" RING SHANK IN ° cn U a> THROUGH TRUSS INTO RAFTER ROOF SHEATHIN 0.131 x 3 NAILS @ 8 O.C.. •- Q .c� OVERHANG AREA FROM OPPOSITE SIDES OF NOTCH STAGGERED ACROSS INCREASE NAIL SIZE TO Q cif 0.120"x 3" RING SHANK 1N ALL INTERSECTING MEMBERS N OVERHANG AREA it colx6 T&G DECKIN w I- a� cA m ° CL 1x6 T&G DECKING--_ CID cN v, Z as o c� w R -EN INE RED TRUSS o 2x6 RAFTER SLOTTED INTO GAP E G Er� l Q N BETWEEN CORNER HIP JACKS EARING WALL RE ENGINEERED TRUSS }+� to LOWER RAFTER TO ALIGN WITH .c c~n OR BOTTOM OF T & G 2x6 RAFTER SISTERED TO SIDE _3 0 0 ELEVATION EARING WALL m OF TRUSS`, LOWER RAFTER TO O a ALIGN WITH BOTTOM OF T&G o• 00 (i.e. RAFTER IS NOT CUT OR NOTCHED) ELEVATION � r 2x6 RAFTER SLOTTED INTO GAP ca BETWEEN CORNER HIP JACKS o LOWER RAFTER TO ALIGN WITH BOTTOM OF T & G 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G a FLORIDA C.A. NUMBER: 25846 (i.e, RAFTER IS NOT CUT OR NOTCHED) .._o EARING WALL m ,�.aa .••,,,lp ca \N ;.••° 2 PRE-ENGINEERED HIP TRUSS _ NO 0�`9 f PRE-ENGINEERED TRUSS S�fi, EOF •,, , R 10 BEARING WALL F (1 PLAN VIEW `o f Nj777r'urun� PLAN VIEW ' 01- f F,LOYD S. SIMPSON, PE k CORNER HIP RAFTER DETAIL k RAFTER TAIL DETAIL E FL PE No. 50791 s -s s -a � C M ENTS: (6 C ca V L 0 r' 0�. CU ccn DOUBLE PLATE a� vi c rn a� a c ns HEADER (AS NOTED) MAY BE RAISED TO BOTTOM a`ai ° e OF DOUBLE PLATE- MINIMUM (3) 2x4 REQUIRED AT TOP OF OPENING WITH RAISED HEADER. FASTEN SHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. 1 (2) MSTA30 STRAPS USE 0.131„ x 2/d NAILS AT ALL LOCATIONS (U.O,N.) ° ° 46 SYP #1 TREATED 1” POCKET HOLE -ROCESS FOR SCREW T _ _ a" 0 OAK DOWEL FASTEN PLATE TO HEADER • ° i �/� SIMPSON SDWH SCOW (8" LONG) O O 4`1 Wl (2) ROWS OF 0.131 X 3X4 @ 3 O.C. ° POCKET HOLE WITH SYP #1 TREATED PLUG o e MINIMUM (3) STUDS -a 4x4 SYP #1 TREATED 2x8 SYP #1 TREATED RAFTERS @ 48"0 C,�MAX.)co V 0 0 MINIMUM(3) STUDS l� O SIMPSON SDWH-10" LONG SCREW IN ° e J" POCKET HOLE- PLUG V •c 2) J"x 8" SDS SCREWS AFTER INSTALLATION 0 � V ° o NOTE. 2X6 T&G SYP DECKING- ATTACH WITH (TYPICAL) � SHEATHING ONLY SHOWN FOR (2)16d RING SHANK NAILS W 'Q MINIMUM X16"-// " e ° NARROW WALL SECTION. IN EACH BOARD - --------- o g W 1-. 16 IN ° x6 SYP #1 E (� m V RATED SHEATHING REMAINING SHEATHING NOT ; ; x10 SYP #1 TREATED o _ V • ° ° ° SHOWN FOR CLARITY. �, TREATED V ASSEMBLED CONNECTION � (/) NAIL BLOCKING TOGETHER DOAK Lu 1-- � �.� j DOWELS � G Z wl (3) EVENLY SPACED - I Q 4x6 SYP #1 TREATED 3" TENON �o I o 1 e • • �% 2) a"x 8" SDS SCREWS 0,1.31 X 3/a 4x6 SYP #1 TREATED e-­"-DOWELSYP #1 TREATED CAP AT (TYPICAL) W r- STHD14EMBEDDED STRAP ° °° 1 O m > Q Q �_, MORTISE AND TEN L (OR HTT5 IF NOTED) X (SEE DETAIL THIS SHE c F- ° e a i*1 3"x 4"x 2 DEEP MORTISE I I �.F- W 00 o I" 0 HOLE FOR DOWEL L I Z 0 ss� � O Yb" EPDXIED ANCHOR BOLT I I -a c .J wl 7 MIN. EMBEDMENT wl ° I 1" OaK DowELs U CL 3 e e e 3"x 4"x 2 " DEEP TENON 4x4 SY #1 TREATED E JOB NUMBER: COUNTY: MINIMUM 2 x 2 x /6 STHQ14 EMBEDDED STRAP o PLATE WASHER OR HTT5 IF NOTED w ( )" 0 HOLE FOR DOWEL c 17-2036 DUVAL MEMBER BELOW SYP #1 TREATED CkP AT DOWEL rn )/4" _ V-0" () 0 0 0 e e 4x4 SYP #1 TREATED 4x6` YP #1 TREATED 0 o e to DO NOT SCALE THIS ODRAWING ° ° ° °� RELEASE DATE: a TOP VIEW OF TENON WITH DOWELS _I d a ORTISE AND TENON , 01-1718 II ad, a (SEIDETAILTHIS SHEET) 0) LVNIUM: 2) T'x 8" SDS SCREWS a. CONCRETE FOOTING (TYPICAL) 4 ° a a d PER FOUNDATION PLAN DRAWN BY. ar CMF a c .� CHECKED BY: FS S o UNASSEMBLED CONNECTION w TITLE: I'M DETAILS SHEET: C DETAIL -NARROW WALL METHOD D DETAILS MORTISE AND TENON AT ROOF BRACKET DETAILS - GARAGE OVERHANG ROOF BRACKET FRAMING 00 s -a s -s N S�8 0 ci c • VENEER WITH 1" AIR SPACE BRICK c as AND WALL TIES c 00 _ U-) BRICK VENEER WITH 1"AIRSPACE w 04 M s✓ CONT; FLASHING; PROVIDE WEEP AND WALL TIES HOLES @ 33 0 C. GROUT AIR SPACE BELOW FLASHING F , I � r� w c PROVIDE WEEP CONCRETE SLAB > SILL PLATE CONT. FLASHING;I I 2 O c' HOLES @ 33 O.C. I o W w GROUT AIRSPACE BELOW FLASHING. L I CONCRETE SLAB a SILL PLATE E ////� w .. z :. \\\\\\\\\\\\\\\\\\\\\\ N BEARING POST (AS NOTED) _ � \ \ \ CONCRETE SLAB\\\\\//\\//\`� ) 3 w GRADE \/\ \/\/\/\/\ CONCRETE SLAB E-- / \//\ \ \//\//\//\// y CONCRETE SLAB t GRADE a a \ \\\j/\ \\ \\�.Q. � m \\�—a.., . \� CONCRETE SLAB CL I GRADE :: \\/ \ \\ 1 #5 CONT. \/\ \/\/\ (1) #5 CONT. MU STEMWALL WITH 1 #4 @ 48 O.C. �m \ \ \//\// / „ INSIDE OF co d \ C O \ d ° r\ \ / ° /\/\/\ ADD 8 x 16 CMU TO S _ GRADE uzzf AND IN EACH CORNER: o z \ :.. .. ...\ . 4 , - /// // // // STEMWALL AT POST LOCATION WITH <- \\ < . , p--•-�-.. a. ... � ►- \ \\ \\ ° a Q \ \ \\ �. - _ o \ \ \\ FILL CELL SOLID AT EACH #4 REBAR. ao // • yr • t- \\ \ • ° • \/\ VERTICAL IN EACH // /� �' r\ \ ` /i / a ° // �l/ a to a: HOOK REBAR 12 INTO SLAB AND 6 INTO / // // \ / \//// /////�/ \ • \ , r /. • - �, \ \\ \\\\\ FOOTING. / /j // //\/� \ \ \ \ \ \ \ \\r�\ \ \\\//\//\ /\ .\ r, r� A /i.�/i.//i//i�/ Q N co 6 /r./� (AS NOTED) REINFORCEMENT (AS NOTED) L ao 1'-5" ONE STORY - 3 #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) 1` 0" (1) #5 CONT, {AS NOTED} REINFORCEMENT (AS NOTED) 3 � 1` 8" ONE STORY 2 #5 CONT. " TWO STORY - 3 #5 CONT. 1'_8" TWO STORY - (3) #5 CONT. 19 O o .. a c - K _ p A SECTION - STEMWALL WITH BRICK SECTION -MONOLITHIC WITH BRICK E SECTION AD FOOTING AT PORCH STEMWALL SECTION PAD FOOTING AT THICKENED EDGE SECTION THICKENED EDGE SECTION =INTERIOR BEARING PAD FOOTING ' SD -1 NOTE; IF STEM ALL HEIGHT EXCEEDS 48" CONTACT SD -1 SD -1 cc SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT ENGINEERFOR ADDITIONAL REQUIREMENTS. 0 ENGINEER FOR ADDITIONAL REQUIREMENTS, ami c rn _ cu FLORIDA C.A.'NUMBER: 25846 II , SILL PLATE PA51 STRAP NAILED TO GARAGE` ` 3' MAXIMUM OVERHANG (OPTIONAL) �, f F- DOOR POST. BEND STRAP INTO STHD14 STRAP NAILED TO Z FOOTING AS SHOWN. GARAGE DOOR POST. CONCRETE SLAB / ,��.� �Q •� o,� m O z EMBED STRAP INTO FOOTING •• E+'•.�O ��'% X O Q CONCRETE SLAB a SILL PLATE v w cn AS SHOWN. c LSV: � - CONCRETE SLAB L < w' o. 0791 a Y a) % / i -.• f #4 WITH 6 HOOK INTO FOOTING � ' .. \\ \ \\ \\ CURB HE VARIES o �, CONCRETE SLAB z AND BENT 12 MINIMUM INTO o /\ /\i. T TE OF z GRADE - \\ \ \\ NT. - ca s '0 O° THICKENED EDGE. o^ GRADE �/\ \ \/\(1) #5 CO • c - ,p �, // ./ v \\/\\/ \ \\/> _ ^ _ 3 +,•• V �.••.• fpm GRADE \\\ \\\\ \ , ; .,-=--_ ,� GRADE /\//\//\ 8"CMU STEMWALL WITH 1 #4 48"O.C. �` ••. , R' .a•• �� )#5CONT: \\\\\\\ O @ € 48 O.C. /j= \.AND iN EACH CORNER. At CMU STEMWALL WITH (1) #4 @ /� �� �� \/ \ • a . a/ \�\\/.r�\\/� o f ��rrrwpnr rurra+� \ \ \\ \\ /\/\/ d /\Y , d : Q o /. FILL CELL SOLID AT EACH #4 REBAR. AND IN EACH CORNER. / / / / . \ \ \ REBAR. _ \ \ / , ° " : < ° < \ \ \ // ///\// HOOK REBAR 16 INTO PORCH SLAB c i, _1-17-18 ' p / /\// FILL CELL SOLID EACH #4 E r, � rr// // //. - -. - = - / /\\ '� \\\\ „ c W` FLOYD S, SIMPSON, PE / • �.. \//\ „ \/\/ • �a \ y /< RADE - -a - /\/\/, \ \ / AND 6 INTO FOOTING: 8 1 #4 CONT. HOOK REBAR 12 INTO SLAB AND 6 INTO \ \\ /\y/\� ,_ - � a . G\y \; .. ° . ° . e -. \/\/ \ � \ \ \\/ O `a �---' FL PE No. 50791 FOOTING. \// /�//� // /\//�/ \\\\\ \/� �i"y\y\\ \\ /\\//\ //\ \//\\// c OMMENTS; cu .. " \� \\ \\/\\/\\/\\/\\/\\/ \/\\/\\/// NOTE:,„ _ ” NE STORY 2 #5 CONT. 1-0 ONE STORY =(2)-#5 CONT. //////\//\//\//\//\//\ \//\//\//\\/� 1 8 (2) #5 CONT. i 1-8 O REINFORCEMENT IS NOT REQUIRED v� 1 4 TWO STORY - (2) #5 CONT: 6-M\Ilrl, r,/ ,/ / ./ 1 _g TWO STORY - (3) #5 CONT. `//�\��\\•\�/`�r k * ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF E A-51 STRAP OR STHD14 STRAP (SEE DETAIL R ON. HEET SD -1) TO PASS THROUGH SLOTS IN STRAP. ca I, i A v r r o - STEMWALL Q SECTION - NON-BEARING STEPDOWN _ F DETAIL - P q51 INSTALLATION STEMWALL DETAIL STHD14 INSTALLATION MONOLITHIC SECTION PORCH S 13 TION -STEMWALL SECTION MONOLITHIC SEC SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 CL SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT SD -1 NOTE: IF STEM VALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINE :R FOR ADDITIONAL REQUIREMENTS: ENGINEER FOR ADDITIONAL REQUIREMENTS. `D 0 M1 _ �--- r- - SHOWER AREA SHOWER AREA c I ---- L- - MONOLITHIC FOOTINGco cn BRICK VENEER WITH 1"AIRSPACE AND WALL TIES 8" CMU STEMWALL i -o -o � � FOR EDGE CONT. FLASHING; PROVIDE WEEP PLAN VIEW PLA VIEW HOLES @ 33 0. . a � GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1' AIR SPACE , r SILL PLATE _ AND WALL TIES ami 1 SILL PLATE ani (1) #5 CONT. ONT. FLASHING, PROVIDE WEEP LES @ 33-O.C. (2) MSTAM36-Z STRAPS FILL JOINT WITH ELASTOMERIC ROUTAIR SPACE BELOW FLASHING c 6" MIN. (1) #4 CONT. SILL PLATE a N JOINT FILLER CONCRETE SLAB J NAIL EACH STRAP TO CRIPPLE STUD TILL PLATE HEIGHT OF CURB VARIES a „ a WITH (13)10d COM NAILS CONCRETE SLAB " CONCRETE SLAB ' N 6 MIN. N 1 #4 CONT. 0 0 0 - 75/� o o FASTEN STRAP TO FOUNDATION \ \ 0 ;� WALL WITH (8) X" x 2 % CONCRETE SCREWS z EIGHT OF CURB VARIES (8 -MAX.) • ? 6"MIN. F R VARIES 8" MAX. \ \\ a HEIGHT O CUB ( ) , a INTO MASONRY OR 8 Y4"x 1 /a CONCRETE oo GRADE ONCRETE SLAB GRADE CONCRETE SLAB \\/\ \\//\\i M c'� SCREWS INTO CONCRETE. CONCRETE �, /\ \\ \\/\\/\\/ \\ \\ \\ 1 #5 CONT. SCREWS SHALL BE POWERS "TAPPER" WITH GRADE \\ \ \\ j\\i//\//\\' GRADE //\\ �\ \\/\\ O z „ ., - PERMA-SEAL FINISH OR EQUAL. � \ \/\ 48 O.C. /\ \/\/\ ---a .' X/\\/8" CMU STEMWALL WITH (1)#4 @ 48",.Q.C. \�8 CMU STEMWALL WITH (1) #4 @ AND IN EACH CORNER. / /\ \//\' \�s\/\I /\\/� // //\/f\/\AND IN EACH CORNER. STRAP SHALL BE COVERED WITH SIDING OR � - - / _ 8 CMU STEMWALL WITH 1 #4 48 O.C. _ - / // // / / / // //. FILL CELL SOLID AT EACH #4 REBAR:; STUCCO CELL SOLID AT EACH #4 REBAR. owo \/\ : o = \ \/\ . y/\/ - \/\� o \ `:. \/\ \� .'u: `\\\ HOOK REBAR 12 INTO UPPER COURSE OF // _.• ///\/ AND IN EACH CORNER: r / / // r / ..• �.. /r\/ HOOK REBAR 16 INTO PORCH SLAB ND ° �. N �/ / \/\�/ \\ n _. \\\\ / \ \\ \\\� \\ . \\\\ \ \ \ \ \ \\ 0 FOOTING / // // /: //, FILL CELL SOLID AT EACH #4 REBAR. / // / / // // // // // 6 INTO FOOTING. NOTE: .BLOCKS AND 6 INTO �, \ \\\ \\\\\! THIS DETAIL MAY BE SUBSTITUTED FOR HOOK REBAR 12 INTO SLAB AND 6 INTO EITHER THE PA51 STRAP STEMWALL OR >' \\r�\r FOOTING. (STEMWALL) a 6 ONE STORY - (3)#5 CONT, 6" V-0" ONE STORY - 2 #5 CONT. 6" THE STHD14 STRAP (MONOLITHIC). TWOTORY - #5 CONT. - 1'-0" TWO STORY - 2 #5 CONT. 2 #5 CONT. 11-81,ONE STORY - 2 #5 CONT. 1� 1 8 ONE STORY 2 #5 CONT: O 1 8 ( ) 1'_ ' TWO STORY (3) #5 CONT.cu TWO STORY - (3) #5 CONT.. - 8 V R DETAIL ALTERNATE FOR PA51 STRAP OR SECTION MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION PORCH STEMWALL WITH BRIG, _ SECTION - MONOLITHIC T GARAGE WITH BRICK G SECTION STEMWALL AT EXTERIOR_WALL SHOWER w rc TIN STEMWALL AT GARAGE WITH BRICK SECTION „ 4' SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 a _ SD -1 NOTE IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE. IF STEM ALL HEIGHT EXCEEDS 48 CONTACT STHD14 STRAP. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINE ER FOR ADDITIONAL REQUIREMENTS. , ENGINEER FOR ADDITIONAL REQUIREMENTS. c uj W�.., E p m v t� vi W F- SILL PLATE cn o z J W m NOTE: W (1) #5 CONT: Q SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) a`a) �' CO Q FILL JOINT WITH ELASTOMERIC AS SOON AS THE CONCRETE HAS HARDENED ENOUGH 00 JOINT FILLER TREATED POST c F-- w x SILL PLATE NOT TO BEDAMAGEDDURINGTHE CUTTING PROCESS. Z CONCRETE SLAB SILLPLATE SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) w p ABU_POST BASE WITH V N PAVERS BY OTHERS , c -- , GALV. ANCHOR EMBEDDED - CURB HEIGHT VARIES s rn X06 NUMBER: - couNTY: a. .. z " " ;_ � c 17-2036 DUVAL 6 MIN. \�ll HEIGHT OF CURB VARIES (8 MAX.) CONCRETE SLAB 12 (SET-XPADHESIVE) w \\j\\/\\j\\/ CONCRETE SLAB FILL CUT WITH 1 DEEP xY WIDE W GRADE \/�\//\\//\\ GRADE CONCRETE SLAB ELASTOMERIC CUT AT DENOTED �" Yz" =1'-0" (U.O.N.) \ ° DO NOT SCALE THIS DRAWING „ LOCATIONS. ° _ _ _ _ O RELEASE DATE: /8 CMU STEMWALL WITH #4 @ 48 O.C. tea._:-- FILLER LOC • a•a 'd. \ \ \ \\ - T= e - AND IN EACH CORNER. i% : 01-17-18 Li EVlblUN5: /\/ \ \ \ fx:o\>/�� _, , _ d'. 8 TALL 12 SQUARE'GROUTED FILLCELL SOLID AT EACH #4 REB p z \\ \\trit. cs, / /\ v .\ _d �; \ \ \ .. :" j' ,. e: ;;: �. ) = � .... , .. CMU ORCAST-IN-PLACE HOOK REBAR 12" INTO UPPER COURSE %//�// . • .-<s"s+/\ \�`/\\ \ \ .. ° _ �\ \\ , .. \ '� ` ,. •: \ \ \\ � - a':.. • . / .. 4 / \ \ \ \ \ \ BLOCKS AND 6 INTO FOOTING. / q ': .... T�Ts�, „ „ n G DRAWN BY; PEDESTAL ON 24 X 24 X 12 PAD a� FOOTING WITH (2) #5 EACH WAY .s CHECKED BY: CMF •\/\\. / 2. 0.. cFSS 1'-0" ONE STORY - 2 #5 CONT., 1'-4" ONE STORY 2 #5 C' 1' 4" ONE STORY - 2 #5 CONT. CONCRETE SLAB w TITLE: 1' 8" ONE STORY 2 #5 CONT. TWO STORY - 2 #5 CONT. 1-8" TWO STORY (3) #5 C, T. 1 O 1'-8" TWO STORY - (3) #5 CONT. FOUNDATION DETAILS 1' $" Ir TWO STORY - (3) #5 CONT. ` s .a Z Scn HEET: .� ,:,. J TIN BEARING STEPDOWN T -00 HI T GARAGE SECTION � IT RIOR BEARING SEC 0 SECTION TYPICAL SAW CUT.CONTROL JOI T U DETAIL PAD FOOTING AT PAVERS fi GARAGE SECTION - MONOLITHIC R - D SECTION- STEMWALL A - SDA SD -1 SD-1SD�l N NOTE. . IF STEMWALL HEIGHT EXCEEDS 48" CONTACT O SD 1 ENGINEER FOR ADDITIONAL REQUIREMENTS. DOUBLE PLATE TYPICAL DOUBLE PLATE NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING JACKS AND KING STUDS ( ATE SPLICE) (AS NOTED) 48" MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PATE HEIGHT HEADER MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION A HEADER (AS NOTED) ;, / '�`-- (2) 2x_ SYP #2 DOUBLE PATE (U.O.N) N IL NAILS AS NOTED (16) 0.131 x 3 NAILS IN THIS ZONE. (SEE DETAIL E ON SD -2) I PLATES WITH 0.131"x 3" NAILS @ 8"O.0 2x_ BLOCKING (TYPICAL) IN TABLE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH ' STAGGERED 3 0,131"x 3Y" TOENAILS AT EACH JOINT IN LOWER PATE JOINT IN UPPER PLATE ( ) 0.131"x 3" NAILS @ 6"O.C. STAGGERED TYPICAL STUD TO DOUBLE PATE END (TYPICAL) JACK STUD JACK STUD AND KING ( ) I CONNECTION NAIL EACH SILL PLY TO KING STUD KING STUDS STUD REQUIREMENTS ( (SEE DETAIL G ON SD -2) WITH (3 0.131"x 3Ya" NAILS - TOENAIL (SEE WALL LAYOUT) I OR END)NAIL (TYPICAL) I NOTE: BEVEL BLOCKING AS REQUIRED FOR SPH4 / 6 INSTALLED HORIZONTALLYMINIMUM 1 Y" NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK • � / INTO MAIN FRAMING MEMBERS NAILED THROUGH KING STUD. HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 9 or 9,Y2" LVL( 5) NAILS PER PLY 11T"or11%" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL 8 NAILS PER PLY W co t✓ .G LL V v rn 2 J •N E 5; C o Z c O Q N _ c � o N rT� w � W W H to — ti N cn M o. - b; W N c W v a Z c) _, „ a BU LT UP HEADER WITH 0.131 x 3 a „ 0 NAILING AT STUD NAILS @ 12"O.C. TOP AND BOTTOM ( 2xSPF#2 STUDS @ 16 O.C. (U.O.N.) (TYPICAL) � = � (U.O.N.) I (2} 2x_ SILL `� m TO DOUBLE PLATE NAIL EACH PLATE TO JACK STUD I SHEATHING MAY CANTILEVER UP TO OR WITH (3) 0.131"x3%" NAILS -TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL o OR EN AIL (TYPICAL) WINDOW ATTACHMENTS MUST BE c' O 01)I I ANCHORED INTO 2x_ MEMBERS.' Q- 00 A" D DETAIL TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION T c SD -2 SD -2 DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" (U.O.N.) APPLY SHEATHING HORIZONTALLY FOR STUCCO FLORIDA C.A. NUMBER: 25846 JOINT IN SILL PATE I n i l APPLICATIONS, EXCEPT THAT tl 10 STRUCTURAL 1 BUILT-UP CORNER POST1//—NAILING AT STUD „ TO SILL PAT I RATED OR 15/ 32 RATED SHEATHING MAY BE INSTALLED VERTICALLY. \—NAILING �E PLATE if H ,1 II II II II 4" MIN,;it II II II I' II it 0 LI L 411 MAX: I 12" MAX. � i 2xTREATEDSYP #Z SILL PLATE F STUD ANCHOR BOLT (AS NOTED) BUILT -JP POST (WHEN NOTED ON WAL:�OUT) YTYPICAL STUD TO SILL PLATE SD -2 NAIL E kCH PLY WITH 0.131"x 3%„ CONNECTION „ NAILS 6"O.C. STAGGERED SEE DETAIL "G" ON SD -2) NAILING AT STUD ALL NAILS NOTED ARE 0.131"x 3/a ( METAL CONNECTOR REQUIRED METAL CONNECTOR TO SILL PLATE (SEE CONNECTION SCHEDULE) -'-- NOT REQUIRED It STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) 0 m cu •. d.,dD 0 elf N • 5OF 91 ,� •"-... * ALL NAILS NOTED ARE 0.131"x 3Y4"c c �% FLOIMPSON; PE DOUBLE PLATE E ' :'` c DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION FL PE No. 50791 C MENTS: 2x SPF #2 STUDS @ 16"O.C• SD 2 c SD 2 �v 2x SPF #2 STUDS @ 16 O.C. wu. _ THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL rn 1" 1., c QUICK -TIE AT NOTED SPACING @ 24„ O.C. OR a x 3 a TAPCON 2x No.2 SPF OR No.2 SYP SUBFASCIA WITH 2 0.131"x 3 %" ENDNAILS AT TRUSS —SILL PATE (BELOW) SCREW @ 32"O.C. — O 2x— CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #2 ROOF COVERING (BY OTHERS) o HEIGHT STUDS (TYPICAL) PLATE ROOF TRUSSES . ILL ILL PLATE Q Y„ ° y y CORNICE DETAIL NOTE: (2 ROWS OF 0.131 x 3 a � _ (BY OTHERS) H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT NAILS @ 12 O.C. LIFT TRUSS TO WALL CONNECTION UP (ROOF) RODS OR .FLOOR LOAD ONLY OR 4 LOOKOUTS 48"O.C. FOR — STAGGERED (TYPICAL) EASED / HARDWARE MUST BE INSTALLED o 2x@ 2x4 LOOKOUTS @ 48 O.C.o OVERHANG FOR OVERHANG I ON THE EXTERIOR SIDE OF THE c WALL ca ROOF SHEATHING (AS NOTED) ROOF SHEATHING — METAL CONNECTOR OR AS AL CONNECTOR 2x4 SYP BLOCKING BETWEEN (AS NOTED) 2X6 OR W FRAMED WALL BLOCKING REQUIRED ( NOTED) / - SIMPSON SDWC 15600 SCREW Y „ 15 „ c1a LOOKOUTS � � 2X4 SYP BLOCKING SILL PATE BELOW (AS NOTED) �, � 16 OR /z RATED SHEATHING, EXPOSUREI -SHINGLE ROOF ` BETWEEN LOOKOUTS ( ) 32 O.C. U.O.N. 1s „ a @ /z RATED SHEATHING, EXPOSURE I -TILE ROOF 2x4 CORNER FRAMING FULL /3 „ c BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE \ — FASTEN WITH 0.113 x 2 /s RING SHANK cu NAILS 6 O.C. ON EDGES AND INTERMEDIATE SUPPORTS. i A NOTED)STUDS AS NOTED @ c BALLOON FRAMED STUDS (S ( ) v, MINIMUM OF (3) 2x4 BLOCKS 12 LONG 2x SPF #2 STUDS @ 16 O.0 GYPSUM -BOARD DOUBLE PATE NAILED WITH 4 0.131"x 3Ya" NAILS TO SHEATHING (AS NOTED} CONNECTOR AT EACH TRUSS SINGLE PLATE NAIL TO TRUSS. �.� k>�, ( SIMPSON SDWC 15450 SCREW INTERIOR VAULT EACH ADJACENT STUD x „ (SEE TRUSS CONNECTION SCHEDULE) vi BOTTOM CHORD WITH 0.131 x 3Ya 2 SPF #2 ST UDS @ 16-0.C. cu EXTERIOR SHEATHING ALTERNATE: SOLID STUD IN a) NAILS @ 6 O.C. ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x SYP #2 DOUBLE PLATE (U.O.N.) SHALL BE NAILED TO THIS SPACE: ;g -�_ SPACING 48 O.C. MAXIMUM ILL PATE A a' EXTERIOR SHEATHING SHALL BE _� ( ) S WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE cn UPPER PLY OF DOUBLE — - a, r 2x4 CORNER FRAMING FULL " 2x TREATED SYP. #2 NAILED TO BOTTOM CHORD OF TRUSS „ ANCHOR BOLTS AT NOTED IN ATI -� PLATE 6 O.C. � � � ALL LOCATIONS AND SHALL BE NAILED 3 O.C,TO THE TOP � @ HEIGHT STUD ILL PLATE ,PACING 32 O.C. MAXIMUM PLATE OF THE DOUBLE PATE (� 6"O.C, WITH 0,131"x 2Y" „ 1 ,� WITH 0.131 x 2/ NAILS. <„ ..., °a.. ° .. , .a.. ( ) rn W �, \ . , ,,. / \ ,.. , . / NAI � DTAILS. 2 ROWS OF Q.131 x 3Ya .: d : (NAILING NG MAY ALSO BE STAGGERED ACROSS BOTH PATES] cn - — — — — — — — — — _ (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL O „ NAILS 12 O.C> ay U.O.N. ON WALL LAYOUT @ ( ) GYPSUM BOARDcn SHEARWALL UPLIFT (ROOF) - SCREWS �0 %2" FULL LENGTH RATED SHEATHING, EXPOSURE 1. c FASTEN WITH 8d CO OR 0.131x Y NAILS 6 O.C. ON EDGES AND 12 O,C. -0N INTERMEDIATE SUPPORTS .H DETAIL BALLOON FRAMED GABLE END LOW CEILING VAULT DETAIL -BALLOON FRAMED GABLE END IGH CEILING VAK SECTION TYPICAL FRAMING AT 90o CORNERS SECTION INTERIORWALLCON CONDITIONSSBEARINGISHEARWALL) �- 1 D-2 1 SD -2 SD -2 (U.O.N.) SEE "F” ON SD -2 SD 2 S � AL TO OR LESS THAN / OF EXTERIOR ROOF PITCH INTERIOR CEILING PITCH EXCEEDS 2 OF EXT RIOR ROOF PITCH,� - INTERIOR CEILING PITCH 1S EQU 2x_ SPF #2 STUDS @ 16 O.C. - U,O.N. (SEE WALL LAYOUT) a, 2x— SOLE PATE (U.O.N.) NAIL TO RIM 3 2x_ No.2 SPF OR No,2 SYP SUBFASCIA WITH (2) 0.131"x 3Y4" ENDNAILS AT TRUSS BOARD6"O.C. WITH .1 Y"12 ROOF COVERING BY OTHERS NAILS @ 0 31 x 3 a 93 0NOTE: ROOF TRUSSES 212" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. 1 " `; „ „ / „ NOTE: GLUED AND NAILED. FASTEN WITH 0.131 x 2Y RING NAIL BRACE TO BLOCKING WITH (5) 0.131 x 3 a Y AILS AT EACH LOOKOUT CORNICE DETAIL � 3) 0.131 x 3 a TOENAILS TRUSS TO WALL CONNECTION SHANK @ 6 O.C. ON EDGES AND 12"O.C. IN THE c NAILS �b TOP CHORD OF TRUSS. (BY OTHERS)cm 24 BLOCKING BETWEEN TRUSSES WITH HARDWARE MUST BE INSTALLED / FIELD. N REQUIRED BETWEEN Y" A ND 2x4 BLOCKING 0 ON THE EXTERIOR SIDE OF THE (3) 0:131 x 3 a AILS EACH E LOOKOUTS FLOOR JOIST (i -JOIST SHOWN, SAWN c� ROOF SHEATHING (AS NOTED) WALL ) JOIST SIMILAR - SEE SECTION "Z" ON a`) 4f: 2x— BARGE RAFTER _ / / I SD -3 FOR OPEN WEB TRUSS) o 3` cc �s OR /z RATED SHEATHING EXPOSURE I - SHINGLE ROOF Ya CLEARANCE BETWEEN' PANELS BETWEEN FLOORS 7 „ 15 , l FASCIA (BY OTHERS) c 1/ TILE ROOF V / 32 RATED PLYWOOD SHEATHING, EXPOSURE I GYPSUM BOARD c 2x4 LOOKOUTS 48 O.C. �2 RATED SHEATHING, EXPOSURE I METAL ROOF C _ @ I o 3 „ „ IM FASTEN WITH 0.113 x 2 /a RING SHANK R BOARD (LSL OR LVL) � U) 0 NAILS 6 O.C. ON EDGES AND INTERMEDIATE SUPPORTS. I H3 CLIP OR EQUAL AT EACH @ NAIL JOIST TO PATE WITH II I II I 2 0.131N 3Ya" TOENAILS WLOOKOUT o OD C GYPSUM BOARD (2) 2xE _ SYP #2 DOUBLE PLATE 0 L I (U.O.N.) o = V I GABLE END TRUSS (DROP GABLE) CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE)SEE DETAIL "EE" ON SD -3 FOR 4 Lu lI'�' BETWEEN FL Z ''I \ FLOOR CONNECTIONS Cl 2x6 BRACE SPACED @ 48 O.C. UNLESS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) Z Q I I I I OTHERWISE NOTED ON ROOF LAYOUT. V) W II I I I GC J �— WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH '' ~ h (I I I I I ( ADD 2x4 T -BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED 3" O.C. TO THE TOP � LJJ 'Q I 0.131"x 2Y" NAIL IF BRACE LENGTH PATE OF THE DOUBLE PATE NAILING MAY ALSO BE 0. 131 x 3Y' NAILS @ 8"O.C. �' Q F : C J 00 ....� EXCEEDS 9'-0". S STAGGERED ACROSS BOTH P ATES) w W GYPSUM BOARD GYPSUM BOARD I a I I I I \ 2x SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16"O.C. U.O.N. (SEE WALL LAYOUT) C) 15 " .': JOB NUMBER:. COUNTY: 15 „ / 3z F ULL LENGTH RATED ED SHEATHING EXPOSURE I. � /z FULL LENGTH RATED SHEATHING, EXPOSURE C S FASTEN WITH 8d COM OR 0,131 x 2Y2 NAILS 6 O.C. c 17-2036 DUVAL ((�� FASTEN WITH 8d COM OR 0.131"x 2Y NAILS ((qq�� 6"O.C. W ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. Y4" =1'-0" (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (ULAN,) SEE „F" ON SD -2 / \ " „ DO NOT SCALE THIS DRAWING INSET WALL FOR STUCCO APPLICATIONS INSET WALL Y FOR STUCCO APPLICATIONS ELEASE DATE: r-- 01-17-18 WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILLPATE WA LL SHEATHING NG SHALL EXTEND T N 0 BOTTOM OF SILL PLATE IN ALL LOCATIONS AND SHALL BE NAILED 3 O.C.' IN ALL LOCATIONS AND SHALL BE NAILED 3 O.C. GBC CLIP- (2) REQUIRED AT EACH BRACE @ @ c ' TOENAIL BOTTOM CHORD OF TRUSS TO „ 2x— TREATED SYP #2 SILL PLATE WITH c i LSTA12, LTP4, OR SDWC 15600 @ 48 O.C. 2x— TREATED SYP #2 SILL PLATE WITH s „ DRAWN BY: CMF DOUBLE PATE WITH 0.431 "x 3Ya NAILS 3 „ SIMPSON /e x 6 TITEN HD (OR TITEN HD ROD COUPLER) CD c I „ SIMPSON /B x 6 TITEN HD (OR TITEN HD ROD COUPLER) a, CHECKED BY: @ 8 O.C: WITH 3 x 3 xYa WASHER @ 24 O,C. c „ 4 - WITH 3"x TxYa" WASHER 24"O.C. II 4 „ - @ - W TIT < LE. , - u E S CTI ONS AND DETAILS \ 2x4 DRYWALL BAC ING INSTALLED GYPSUM BOARD CEILING W' - w- (1 of 2) CONTINUOUSLY BETWEEN BRACES SHEET: N SECTION GABLE END WALL DIAGONAL RACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION -TYPICAL EXTERI «, M OR TWO STORY WALL SD 2 SD -2 SD 2 SD -2 0SD�2 END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O,C. 24"O.C. 16"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 1 146" TO 232" 1 127" TO 201" C3 c � c .c DOUBLE PLATE NA Ll c °° NG _ 'c, , Ln BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION:I � NAIL SHEATHING TO KING STUD / 2 FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL BRICK (NOTCHED BEAM) @ 12 O.C. MINIMUM. l o VENEER, ETC. m N :allcw �r RATED ROOF SHEATHING ����/ 2x_ L -BRACE NAILED TO - c z v-' EDGE NAILING PER SHEARWALL ` ii FL VERTICAL WEB x= REQUIREMENTS. NAILS MAY o WITH 0.131"x 3" NAILS @ 6"O.C. STAGGERED ACROSS TWO JACK' ,- W N --_ STUDS. � VERTICAL WEB IN GABLE END = cn 00 w TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH 3 0 OR OR EDGE OF PANEL TYPICAL _ (2 ROWS OF 0131"x 2 99/a" NAILS (� 6"O.C. � �, �01) t 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOM OF ( ) � O . U HEADER @ 3"O.C. / -o 0 INSTALL DSP CLIPS @ 24" O.C. OR > 1 1.OR 24 SPH_ 32"O.C. c' SPA INC SEE TA @ II n I 1 C �I ° `� -� ANCHOR BOLT REQUIRED WITHIN 6" - -- f -'I; i I' (' o EXTERIOR BEAM (AS NOTED) h OF KING / JACK UNIT MAY BE a DOUBLE PLATE LOCATED ON EITHER SIDE. c� BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED `� FLORIDA C.A. NUMBER. 25846 BEAM BEARS ON (2) 2x_. JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION' (TYPICAL - U.O.N.) % �auullhxu, „11 S. CONDITION: 2 a� O�••''GE' (DROPPED BEAM) g .r` �G �•�• •�Q O ; c No. 791 231z EXTERIOR A L T _ P DETAIL .TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL T OR BE M TO WALL CONNECTION R DETAIL EXTERIOR BEAM TO WALL CONNECTION s DETAIL � * _ E AIL OPENINGS WITH SOLID SAWN LSL LUL OR PSL HEADER o ; *; SD -3 r SD -3 SD -3 SD -3 � � :���' TE OF •,.R .. tr.NAIL SCAB TO TOP CHORD WITH ALTERNATE ANCHOR: �:. (4) 0.131"x 3Ya NAILS o 1/11 IIpRNN + Y x 6" TITEN HD '` NAIL EACH END OF BLOCKING TO m / 01-17-18 --- ME HAI ALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH — . EXTERIOR BEAM ( C N C G L ZED) BOTTOM CHORDS WITH 3) 0.131 x 3 ,f FLOYD S. SIMPSON; PE WITH 2" xYe" WASHER TRUSS IF NO WEB IS PRESENT FL PE No. 50791 ROOF SHEATHING (AS NOTED) " OMMENTS: �.�. 0.131 x 3Ya NAILS TYPICAL AT INSTALL 2x4 BLOCKING BETWEEN a' H6 CLIP FROM TRUSS c POST TO BEAM MONOLITHIC FOUNDATION - TRUSS BOTTOM CHORDS @ 12 O.C. ROOF TRUSS (BY OTHERS) WITH -- 2x4 X -B ROSS LENGTH OF -n EXTERIOR BOTTOM CHORD OF TRUSS E BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL c' NAIL AS SHOWN - (5) I %" x 6" TITEN HD SCREW ANCHOR cc I I s NAIL EACH BLOCK TO DOUBLE PLATE TO REPLACE (1) ROW OF LATERAL 0.131N 3Ya" NAILS PER PLY NAIL SCAB TO PLATE 3 or /s x 6" SCREW ANCHOR BY L rI I BRACING INSTALL 2x4 No.2 SYP T -BRACE PT POST (AS NOTED) 1 11. YI, HURRI-BOLT, INC. WITH (3) 0.131"x 3Ya" NAILS i I I __; PT POST (AS NOTED) II 0 3 x 3 a TOENAILS NAILED TO EACH PLY OF TRUSS WEB AT - or Y" THREADED ROD SET 4 Y" INTO °' `' i i ,> H6 CLIP FROM POST I ABU POST BASE 2x4 BLOCKING BETWEEN' SSE ADHESIVE a 6 O.C. WITH 0.131 x 3 NAILS N DOUBLE PLATE U <` ' > T B (AS NOTED) ATE H (D t TO REPLACE (2) ROWS OF LATERAL 0 BEAM II TOENAILED TO DOUBLE PLATE BRACING INSTALL 2x6 No.2 SYP T BRACE • ( s Y.. STEMWALL FOUNDATION- EXTERIOR MINIMUM %s" RATED SHEATHING o EXTERIOR BEAM /s THREADED ROD 0.131 x 3 a NAILS @ 4 O.G. ' NAILED TO EACH PLY OF TRUSS WEB 1 Q 1 WITH NUT SET IN Y THREADED ROD a EXPOSURE I FASTEN A5 NOTED ' I I (AS NOTED) I _ . �� 0 SET 7" INTO � TRUSS AS NOTED ADHESIVE ON WALL LAYOUT BLOCK ALL ----�------ �y----------a----- WITH 0.131" x 3°NAILS @ 6��O.C. I p � ADHESIVE ( ) co PLA"IFW AT TOP OF POST " --- --- ---1 (7 EMBEDMENT) ( ca ca --------- r ---------,- ,rte EDGES) DOUBLE PLATE INTERIOR APPLICATIONStm - . I I d ° . a. IF EDGE DISTANCE EXCEEDS 5" h 3 ° MINIMUM %s" RATED SHEATHING, USE MONOLITHIC CONDITION T EXPOSURE I FASTEN AS NOTED NOTE: a , L . a a . 4 , ON WALL LAYOUT (BLOCK ALL EDGES) Q d C c6 T -BRACING TO BE USED WHEN a L i C CONTINUOUS LATERAL BRACING IS IMPRACTICAL. iv SIDE VIEW AT BASE OF POSTcc a -RAE DETAIL - TYPICAL CONNECTIONS AT T SECTION - TYPICAL T B C C ONS EXTERIOR POST w DETAIL - TYPICAL DTT2-Z INSTALLATION x SET — CION - INTERIOR SHEARWALL PARALLEL TO TRUSS y _ SD -3 SD -3 SD 3a)(usP DTs -TZ SIMILAR) s6-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED � C6 c 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL v SECTION CONNECTION OF PERP, SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131N 3Y° -a NAILS @ 6°o.C. LAST TRUSS IN ROW REQUIRING BRACING SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED m NAIL DIAGONAL BRACE TO BLOCKING m WITH (3) NAILS 2x4 BLOCKING - TOENAIL OR ENDNAIL 2xBAND BOARD PER TRUSS EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w M _ a TRUSS (AS NOTED) MONOLITHIC FOUNDATION_. w � _ MANUFACTURER (3) NAILS A 2x4 SPF NAILER- NAIL TO TOP PLATE WITH EXTERIOR -- /a„ CLEARANCE BETWEEN PANELS Y x 12 TITEN H`D SCREW ANCHOR BETWEEN FLOORS 0.131 x 3Y4” NAILS @ 6 7�+ or Y THREADED ROD SET 7 INTO NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE N I WEBS WITH (2) NAILS I . 1 23 2x4 SPF No.2 DIAGONAL BRACE /2 RATED SHEATHING RIM BOARD STEMWALL FOUNDATION -EXTERIOR CLe „ „ 1 (TYPICAL AT EACH END OF Y.. NAIL PORCH SHEATHING AS NOTED /s THREADED ROD SET 12 INTO I I ( C E u NAIL TO TRUSSES WITH (6) 0.931 x 2 z ADHESIVE m 1 CONTINUOUS LATERAL BRACING) NAILS. c EXTERIOR FRAMED WALL o 1 INTERIOR APPLICATIONS - 1 I NAIL DIAGONAL BRACE TO TRUSS cu o EB WITH 3 NAILS TOENAIL TRUSS TO PLATE WITH iF EDGE DISTANCE EXCEEDS 5 USE (2) 0.131"x 3Y" NAILS Y2" x 12" TITEN HD SCREW ANCHOR V > or %" x 8" TITEN HD SCREW ANCHOR = Q DOUBLE PLATE (U.O.N.) �, o r ors THREADED ROD SET 6 INTO v V 1 da a ADHESIVE LJ.I a -:.. d a I I1, Z SECTION -TYPICAL OPEN WEB FLOOR TRUSS AA SECTION -EXTERIOR WALL PARALLEL TO TRUSS a SD -3 SD -3 a .1 E I CONTINUOUS LATERAL BRACE (QUANTITY SIMPSON Ql x 6 TITEN HD OR _ 1 THREADED ROD SET IN ADHESIVE AND LOCATION DEFINED BY TRUSS SHOP 8' W _F— i I DRAWING.) WITH MINIMUM 4" EMBEDMENT WITH 9 NAIL CONTINUOUS LATERAL BRACE TO WASHER U) W I EACH TRUSS WEB WITH (2) NAILS SHEATHING 8DETAIL TYPICAL HTT5 INSTALLATION 6 T F— �- I y� FIELD NAILING SD -3 USP PHDSSIMILAR �' w Q { ) DETAIL -ANCHOR BOLT ROOF TRUSSES (BY OTHERS) / UPLIFT CONNECTOR (AS NOTED)SHEATHING EXTENDS DOWN ONTO I w 2x4 PF BLOCKING -NAIL WITH 2 RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - 6 uj O SO I TO ALLOW FOR NAILING a 0 w 0.131N 3%" NAILS AT EACH END EXTERIOR � V o.. (3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING 3/8THREADED ROD SET 15" INTO '_ JOB HUMBER: COUNTY: FOR CONTINUOUS LATERAL BRACE AT SOLE PLATE ADHESIVE 17.2036 DUVAL DOUBLE PLATE w RIM BOARD STEMWALL FOUNDATION - EXTERIOR NUT WITH 2"x 2"x 6" WASHER Ya" 1'-0" (U.O.N.) �" THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPSY SLOTTED DO NOT SCALE THIS DRAWING NOTES: ((2)) ROWS 0.131"x 2Y" NAILS ADHESIVE 2 = RELEASE DATE: TRUSS BOTTOM CHORD StAGGERED @ 6" O.C. REQUIRED 4, WASHER WITH 1 WASHER. 01-17-18 TT N. IN UPPER AND LOWER SHEATHING 3 ci 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) ) NAIL PORCH' SHEATHING AS NOTED INTERIOR APPLICATIONS- ;/— /„ Q1 THREADED ROD c MIN. Ys” IF EDGE DISTANCE EXCEEDS 5" SPACE BETWEEN PANELS USE 2) ALL NAILS SHOWN SHALL BE 0.131"x3" NAILS (U.O.N.) - � c EXTERIOR FRAMED WALL SHEATHING EXTENDS ABOVE a THREADED ROD SET 8" INTO 3 s 0) DRAWN BY: DOUBLE PLATE MINIMUM 6" ADHESIVE SIMPSON 1 0 x 6 „ TITEN HD ROD COUPLER v CMF - ' TO ALLOW FOR NAILING ..44,d WITH 1" CUT WASHER CHECKED BY: OR J" THREADED ROD SET IN ADHESIVE WITH w TITLE: EDGE NAILING AT DOUBLE PLATE MINIMUM 5"EMBEDMENT WITH 1" CUT WASHER LL' SECTIONS AND DETAILS _. (2 of 2) = SHEET: Y DE TAITHREADED ROD ASSEMBLY 00DETAIL . TYPICAL LATERAL TRUSS BRACING D SECTION _EXTERIORWALL PERPENDICULAR TO TRUSS: EE DETAIL - TYPICAL SHEATHING NAILING WEEN FLOORS FF DETAIL TYPICAL HDU8 INSTALLATION _ SD -3 SD -3 SD -3/ SD -3 (USP PHD6 SIMILAR) D 3 N SD�3 O