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1535 SELVA MARINA DR - STRU DRAWINGS -— ,I i I I i I I I ,� ,;� I I , ,; III i;1 11 ::: , !� .L I.t� i I � � �!i0.A I 1,1 I I i I 1�,, � ��f �I t ..I i� I Ili ��;1! I I I � I !.. 'I N i I I . I — i 1: I �I! ,I II I 11 � . ; i i I� I I I -11, I i, I ,!' I "I I I ., � It : . :,.� . ;� I I TYPICAL HEAD98 NAIUNG i� t N i I � .1 .� DESIGN SPECIFICATIONS ��il USP cc � I 0.131X3" TOE NAILS !�, 11;;; I I ! �. TYPIQL DOUBLE TOP � ;11 , --- I'll . I I i.!: ''l i � I TYPICAL STUD NAILINQ, 2XIS, 2x8 = (5) NAILS PLAZ SPLICE COMPONENTS &,OLADDING UPLIFT I I I 2x10, 2x12 = (7) NAILS 4'-Om MIN. SPLICE LENGTH TYPICAL TOP PLATE NAILING* m DESIGN CODE: I ; I I I . 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN ' I PRESSURES (PSF) CONNECTOR SYP SID ,� � � it, I 0.11310" END NAILS: 9- LVL, 11- LVIL - (7) NAILS wl (16) 0.131x3* NAILS 1 6 " , ! , , 1 CAR 1; � (2) 0 2x4, I 4 11 I . '111111111 I �� - DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR I EDGE STRIP (PSF):_ +22.9 1 I � I 1 14" LVL, 16" LVL = (9) NAILS I ACED TOGETHER w/ (3) ROWS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY I GARAGE 450 450 �� r?(il��!I, liiillt' 'F11,1111 i, lim-11111,11111,1 1 I ,1�1 i, �', �,i I .�� (3) 0 2x6, - E I OF .1 31 x3 0 12" O.C. STAGGERED.] 11 AREA (sf) 'a' = 4i ,"' I�I, ''f, 14 I,��I I ZONE (PSF) . DOOR �1,�r'F4 , - 1� III Fr P, , li, . 1 (4) 0 2x B. . SYP#2 I I � I : , , �j ]I 11 495 1 �1� " .11�:�M ", lit., I 1'1�4 � . ..,�0 � I III : I !�, ) i 11111,11-:11 �, I Ilk.,NMI � !..,�;, � I-, . _ (B'x7') %k I ROW. -.11 i % ',;�Ulil , &A," I - t, ij� _111 -25.0 USP RT7 585 I'll 4 �F I!, I I , � , �� 1i I" ,ir I ��;�!i;',, DESIGN LOADS: ACTUAL AND UNIFORM . I I �� 41'11M�?,�Ilt J� f I I; I SYP#2 DBL. -HEADER. :I 61 1111�� Ii! I �; ,� ��.,,��I�j �4� 1 : *MAX. . ��----____ _r 1. i %! ::I i",, I . I - '' ;"�- . ")lit� 111ii " - �. .,� '� i,� . . I � NO ' "�X 1 1/2�,",'if i P., . I CA - L�:; , 10 +25.8 -27.7 +25.6 -34.2 ;1' A_!�' ,� i 11 ," 4'-0'* IN. . i 1 , ROOF FLOOR I USP RT8A 775 650 ir, i:11], I I , � ., �I TES: -1 - 2 CAR � . , I I �, � .i_ I ROOF SHEATHING, FULL HEIGHT ANCHOR ) � � . :ril +21.8 ;�:� I :_ 5. - � l!"; I F �� . � i�� Lou Pontigo and � , '� ,:,�!1 il ,; ;I ' - - - - __ - ,; : ,; � " , " " - — I �,; 1, 11 I I i i I . I .11 I F1 11 �'$ � "i"; 1 3c] a I I p. "; � I I , 'S I I I . Associates, Inc. ,; 1/,2�:, 'J�IEND �Ci i, , ;t I I I I _\ , ...f , . I I i I : ,,,��2, t. � i.'I � ;. �" , - +22.9 -25.0 +22.9 -28.8 GARAGE I ", , I '�' 't :i 1:I .: � . 11. .�:�t �:,; 1,I)SE 11 F4 50 USP MTW12 1195 860 14,., 16, (7 0dxi1/j,m'j "' ''' .� 11 I - EITHER SIDE OF PLATE �� , ", 1� ROOF LOADING (cd=1.25) (cd=1.00) I,H, I _, _ItA;_�,�r, ND I R`VC 11 ,IR� FOR � SEE SPECIFICATIONS I I I .1 I 1� - 11 ,, -, C ;J 1 - , - I )41.11 WALL � , 54 1 i"i��I!,�, � 20 psf q�i " � �'.�, ,,, _. :!,;�1�v,ql�: !;I � HEIGHT CHANGE - ==�= -_ DOOR IN TOP CHORD LIVE LOAD 40 psf -23.9 USP HTW20 1450 1245 L; �!��-(t 10dx1 ,�XA,,,, 71'��11, V . I TI� . Uil�. � ... 11 ,T,"" , � � . I , � �� I. 1- . , I I 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 1 (11 6'x7') , I I , I : I - j: � i'' .�,V� "I .= r--- ! . I � . �, 110d EA , nj_ , - 1 j . �. ! ��,�'. I " ,:�, :.� :� I '' �' 2x-BLOCKING ONLY I . I pi� . , 2 11, _% I L'�JUP SEE 5/SO.O [--:-. 1 0 psf I USP MSTA 1640 1455 ';1 ( . iNb;��,,I':',i,�, � ;,� L I T 0� , ::1 ; I � 1 4. RAISED 24 . I I � 21 JSE SYP#2`FOR,� . _, ., . � -�.� I I ' I _,+, I _\ ARCHED TRANSOM OPTION* 20 psf (TILE SHINGLES) * LLOWABLE WIND PRESSURE VALUES (ASD). THE ,� I . . �' I I`� P� - . ._ REQUIRED IF SHEARWALL HEADER 11 420 Osceola Avenue BOTTOM CH 10 psf 0 psf I "."i , , 4'� �V TES AND SOLE.P4iATES. I 1____1 . !. �i� I ..� 1.1 � (1��)10d �IEA. IP401`4 I�' �� !'�`'�� :";, ; '' � 11 , - , I I� 1. . - ORD LIVE LOAD USP MSTA36 2065 2065 1 1 I I , // \ 2x SPF DIAGONAL BLOCKING I �4 �- �I I � I I'll _� . , I �, I I fl`11'1,:�,, I 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY : � I I � , 11 ,:; � ,01, I '. 11 . t, 1,A;5;i ' I I . I I - - BOTTOM CH 5 psf ; � � " �� ! � I . I I I I � :::I rm Jax. Beach,Florida 32250 .1 11, I 11 L I I -1 _1 SIMPSON H2.5T OR I FASTENED W/ 3-0.131 X3 THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 �!"�O ROD_T0 FT - �". . i., I I I i1��I P 1z <_ - ---- _ 1, 1/ i I ,;. . � �, . I �.� JSE SYP#2 FOIR'�' I N ! . i ;, I I I ��!�' �� DED rm ' EA. END TYPICAL. -0908 Fax. 241-9557 1 , 11 � I ,if _;, I � I � SHALL BE P 8 13 )10d TO HEA : �, 1 I . I -� I 1, . 0 DER i, .I I ", I , I . . DEFLEC71ON CIRITERIA: I � i I � � , 1 : 1�11 I I. - I I o : .. I t; I I Et- I OVER TOP PL - I SHEATHING MAY EXTEND 2* FL:CA# 8344 SC:CA#3579 . - I I �i;�,,:, ; � F �, , . , I I ��I��I I ��i, ,� 1 ��'�jj'4� 1.1,�,,1,'I",i I.� I 1. i � , �4, � : � :, : i- , ,''. i', I l� , ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 I �, I -,! h:.i, i;l;, I I ------ _\ , 00 PAST BLOCKING- WINDOW - , n��l I LSTA12 STRAP FOL N I Ph-242 ERMITTED USP JUS2 05 1305 � � HEADtRS I ,� ATE HEADER �FTb.I' � 14,Ii�i I, !'� 1 I j .. i -r 10 IGNED FOR BOTH USP HTT1 6 4290 ob.,,"i I' I ;P �� .� -I 111 � :1. I \� 0 DDING WALL ELEMENTS SHALL BE DES ��,!�-k".�. %111'r� 131 I I !� 1 4. 4ILL i ALL&6SHALL i 641�:� I r i " I I -------- . , 'ii�j 1j: I . . . � � , ..I- - 10 - I I' 1- *: I 1 � � _ �, ________ EADER, . I I TO,FTC. . I 1 ! i::� � 1, � ' : t ________ �11.� i. :� I FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 5 70 ROi ' I : SAL i�!'FR4 � 11 ��ARCHED I �2: ..1 1 1 �� ANCHOR INTO 2x MATERIAL. ' POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT At 0 . . . I: �Li;. ' , .! I 11 El IE& r6t' '" - ,;, I I TRANSOM 11 �SYP#2 H 22 5370 5370 ,�-�i,� 0.75* MAX UNDER ANY CASE . 4, . . � i : HT TO RObF,bR ,F 1 1 PER PLA - . I � ,,LOOR � I I L-- - ----J FULL HEIGHT I : ;: ��ii I � �_ � 2535 1 /��O;ROD m �<1 2)16 o jj� I I . NG I USP PAU44 I �, ,1 d ; � �;,, I ii ,; "', ,1� � i :' " OPTION I I .� ,I I - ,:. ....Wffllfiv" . . .1 WIND LOADING: 0 LINEAR INTERPOLATION IS PERMISSIBLE. I L � I I� /I . I i J i �� I I - E�Rl FLEVATION.: U',O!N ON I ANCHOR, SEE \ � 'H A 1 5 P110 I � �11 I :� 11 1: � I , 41 ': � I I,,.i: �r 1, ?-�I�;, I P RMAN NT TRUSS SYP#2 DBL. TO TALLER STUD w/ SEE RIGHT - I I. � I I , ,,, j � - do m w /_)Io i � ,il; I I� WI BE DESIGNED WIT i, / 0� M , , � , , 4)N. , _ 2535 1. 0 OD , ��"' ,z " �, I I 11�1; , 1��_ .1 %1. PLAN FOR SIZE U IV rz I I . ".... �, , , -1 I -, I "I, I I .11 , 2-ROWS OF 10d COMS TION KING STUDS, MIN. DEAD LOAD CONDITION OF 5 PSF TOP C 0 D MINUS = SUCTION. � . . . I I I I I ..1, ,�, � I � �,!. ; .1 j ; � I . I .1 , � !i`, �� 11 I . I 11 AND LOCA - O.--losse 0, � '' 'I I:,: , �__� _\ I . � '' �:" i '. 0 12" O.C. WINDOW SILL SEE 0 1545 1455 1. � � . , . ,� i - ' 'GENS4p7**0%-i BOTTOM CHORD. REAC11ONS CALCULATED FOR THE BEARING POINTS , ,(5)1/ -I/ TAPCONS, �hl >_ , �"x2 I '10 � I _ ,��, I I � � �, , , � 6. FASTEN B N -I `Ii 1. I 0 1 L j! I �! ! SCHEDULE 3/i * , % _� , 6 , , WINDOW SILL SEE 1001 �r vi�- 14 *� OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE � ; . � ,77�1: 7: � ,tN�:-!Rl OR 110AIJi�BEARING�� NJ * I LI NTH ROOF LIVE LOADS SHALL BE MUL71PUED RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET , � � , . i I I WA_LS TO CONCRETE SLAB BLOCKING AT ALL FOR SILL SIZE AND 00 01i I i 1, I �I I I � I I I . I : i . .� BY 0.75 MEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGA11VE PRESSURES. SIMPSON CONINECTOD Ili l� ;'' I t' I 1'_� I w/ 6d MASONRY CUT NAILS o SHEATHING JOINTS: PLATE MUMQ; CONNECTION EACH SCHEDULE 3/SO.O PLATE ANCHOi 0 W I* i�i � � ! I N_i I � I 1: ' ' I ' ''4 1 1 � I . I FOR SILL i C) �� ,� I � '. I �. li I" 2x4 FLAT WISE. FASTEN END SIZE AND : t4o. * BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH I 11 , . I I qF :'i� I 0.1310" TOE NAILS: CONNECTION ; 0. a ,� 7k 10 7k UPLIr I IL !� 1 I 31- EMBED.) a *, : 'I ;� INAL I 7 ; , 1; j a if L I -111 11 - I ! I " i..Z) IMPORTANCE FACTOR 1.00 , C :� �,� � TOENAILS. ONLY REQUIRED-\ (3) 0 2x4, I END I -4. I ---------------- 26.0 FT I I, 4L 0 41 SYP SPF i I I �� . - AT SHEATHING JOINTS FOR (4) 0 24, -' ANCHOR DRILLED & 00 S-TX,rFF.. , tQ MEAN ROOF HEIGHT � e I i � ; I EXTERIOR WALLS AND (5) 0 2x8. I /11 U) q I � !� j EPDXY W/2"O x 17 -%#, * ;1 ROOF PITCH ------------------- 7/12 1 I 0 A35 450 450 I I 11 � i 11 ,� SHEARWALLS P, C) :1. , k ., , 1, � 11 PLATE WASHER, � . I 11 I ;: . )I; 110 � I PT. SYP#2 I I , _^r -.1018511111. BUILDING CATEGORY ---------------- 11 ,, ndj I ouv 520 A 010:111111IF-4 � 1.� jI i 11 LRING WA i -_ DENOTES EDGE STRIP.' , ----" .4 - I I;:- F%T1 11 N 4 SEE C & C CHART:, , H8 620 530 � �i ,�j P,I .. d i S D SIZE I I � �4� ., . " a 1, 1,11 '' r1i i I ! ,.C. SPACING. FLOOR SHEATHING, I\ A A 1111 11 A LliIIIA A �L I _a,L I �_ I ENCLOSURE CLASSIFICATION ------------ENCLOSED I ABOVE FOR 'a' DIMENSION MTS1 2 1000 860 ��I 111: 1, i � I �� ''I 1 of 11 I L ' 'I I �il�l I 1i ,, SEE SPECIFICATIONS - �i .� : INTERNAL PRESSURE COEFFICIENT ---------- + .18 I . 11 ,i, i. 1 51, i:N 9 I -A I HTS20 1450 1245 �� ' 1:0 �, , U U t U , ,qNV 11,"Ij tj I I . 'L ,;;;;11 III. 1. fi�l Ti� I I Luis A. Pontigo, PE I a I 1. I 1�iil I ��)CKING I I FOUNDATION. SEE PLAN I I 1! � ----if 1! .� �!� - — . ,c �; ;�T : , .p", - ..AIC - L ir� MSTA24 1765 1270 I I I p,� ,�,�:��!;:�:: f ,III, I . SYSTEM 16d COMMONS I I FL PE#53311 � , "�i , " 1 12 /21 I I 1; 1.0 ALAOTt. MATERIAL SPECIFICATIONS t "a7l ;,�V�.�,� i i i i � ,I, 0 16m O.C._\ - I I . � : ' M.;Ir% W ---- -1- iii ifii" 1;t . j !I] �__. po MIRA. MIN. - ____ 1� ... 11 (n WALL FRAMING AT WALL FRAMING AT WALL FRAMING AT a - I Ar, I 7. j % I I i f=W FROM SOLE : I! � , " 1 I . � . 11 �� - 1, _�I i L ` ,011 �� 1� 4� I'L I F_.,c PLATE CHANGE CONDITION RAISED HEADER CONDITION NDITION - '--'"' 1 � 1 1� I 'A "I rITE�11_90NS DAT'E-i HARDWARE AND ANCHORS: HTT4 3480 3080 I I I 'I , .. I �I�i'� ,. � N I <_j "i U � 14 ,: i (NOT ACTUAL PLAN] `i) 1L__,r_ i1i i �11 2 i I III n ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH 11 I I I.., .L I I 1, .1, I 3 in-_________I I AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING . . I : - m III I I V)0 WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & I ��'i , �� 1� 11 CHEDULE ASTM A 307 OR ASTM F 1554 GRADE 36. 1 � ",�'I � 1:11 � � 11 i I - I'' 11 I I I z , 1� WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 :� I ,�!,,it I I _j? :':g, ii i ill, I _j JACK STUDS L I . 9 , � _�Ii� I I TYPICAL WALL FRAMING THREAD D EXT. WALL SHEARWALLS NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. �f� ,I �"!i 11�111.1.I' R!I N 1; I — WASHER EMBEDMENT EDGE ''I -11 W1 I I L 1 wwm*mm . METAL CONNECTORS: ALL METAL CONNECTORS MICH ARE EXPOSED TO �.I 1 14,1�1��--'g": p Ij I �: �1� !�,1111, 1� I 9m FBUILDER MAY CHOOSE EITHER THE DROPPED ROD 0 SPACING SPACING SPEC. DEPTH DISTANC j i 111i 115111 Pwi I l��i, T -1 r I a-z I HEADER CONDITION OR RAISED HEADER CONDITION I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS* LUS28 930 780 '11101 -11 I I , I�.� 11111111kl!114� , iiIil r, , ,�"L;A! ii,! ii i. !, i ,�i I <5 F I I - I .i Ii�I' , � � :jjv,�� I :3- I _j 3/8 40" 16* 2x2x'/a" 3'/2" 1 3/4- IiLi i 111� 11 111111mill. , I THE STRUCTURAL ENGINEER SHALL NOT HAVE C , , "N �q G%L"; !'i�9 11; I , I. RETROFIT REBAR/IROD INSTALLATION: EMBEDMENT OF RODS OR REBAR IBLE 11,101 Rfl'!,�o",,A,,iml�1,1,4i'��ll""�i'�� 1� . I ANS, METHODS, TECHNIQUES, PROCEDURES, OR �� I T, . X 1/2 48" 24* 2x2x'/a" V/2" 1 3/4" DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" 1 14--16d TO HEADER L I I I � ----. - t I i L L 1� W Ci SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY I, L L_____ . ,--J ,,J� I I ; LARGER THAN REBAR SIX AND Ve" LARGER THAN THREADED ROD SIZE. HU410 905 785 � .110531.36 . � r /) 0 III- MASA . 48" 24" N/A N/A N/A 6�6d TO JOIST r. . I ,�L 1i� I I - (U.O.N.) RMING THE WORK OR FOR THE FAILURE FOR ANY OF 4. L i )1 1 � I SEE 1/so.1_/ WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 L%'O ROD W/ 12-16d 1. 10849.6 SEE, 5/S0.0 I . , ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS I I I '', I SYP#2 (2)12d TOE I I� I i 4 . . I � ,m � ��0�7 i I I '��'L I; . . 1,I I.I, I , ,1,��! , I,,m�4"I - . . , _' 1. !� : I 1; I WINDOW SILL SCHEDULE NAILS E.E. I .1 -16d I m , INTERIOR BEARING ER ; 4 � I I IS, ` . I , � I , ,, :t- I I I �1; WALLe ii SCHEDULE ROUGH MINIMUM END PER P OPENING (MIN) ERAI ii� . L � I ! r I �jjjL,j SET N/A N/A .I L : �-11506.4 I I L I I I 'L M nON EPDXY-TIE i I ; 1 14 L'� � I L � L . . I I 'L, FOR STUD SIZE OPENING OR SILL MATES FASTENER EACH END REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. 1 ."i",I ,L ! !, . , � I I I , �, . I I � 1%��Iikl I _\ I (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 �5/11'0 ROD W/ 12 t I , 1�10849.6 L I i ''7� � , ,,, HEAD Q E LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIRILITIES: L , .1 , - i ,! LA� rRELDALT THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE - � .� I I I , I I I �j , I I j- A 11 I 1� �: �'.2, 1 r at CONTRACTOR SHALL CONTACT LOU . I I L TINUOUS LOAD PATH FOR WIND UPLIFT, L 16 'Od TO STUP/BtAM/POST� 1. ' : . I L G 1 '-4- (1)2X4 SPF #2 (4)12d TOE NAILS STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CON ,041 . � I I I . AND O.C. SPACING. WALL I L L . I I I :I 4 � , I 1. I ,. I NG 44 PONTIGO&ASSOCIATES PRIOR TO L WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 �' L I�I - . I . .1,I'll�IM; 11 4.961.3:�,i If, ,�I I ; 2 -FLAT SE. SHEATHING . . END \ �'� , , , I I. � " , , , 1." , I I'll : '. lx4� RATED SHEATHING, MAKING ANY STRUCTURAL FIELD HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED . I M FTG.- : 1, I I I ,L I : 4 6*-4" (2)2x4 SPF #2 (5)12d TOE NAILS FASTENER MODIFICATIONS WHICH MAY VARY LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER I I I IF I SEE GENERAL NOTES. I I L � L 1. � ,., ", I \ L 1. 1 ""L i I 1 ) " L SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 1 695 � 10--10d L I I . L'L.13872.5 4, , 11 ;�go.," Wl*�,2-10 TOENAILS. (3)2x4 SYP #2 (I)A34 + (4)12d TOE NAILS SHEATHING ii� — FROM THE INTENT OF THE ORIGINAL __ -III. ! L I , ; . I . � " I . . . . . . .. . . . . . . . . . . . . . .. . . __ CONSTRUCTION DOCUMENTS.ANY L - I I - .113 L .T,10852.1 I �I : I I I EQ BLOCKING AT ALL (3)2X6 SYP #2 (1)A35 + (4)12d TOE NAILS . EXAMPLE OF PANEL I . . .. . . FIELD ALTERNATIONS MADE PRIOR TO MODULUS (E)1.900ksi. BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY 1705 . — I, ! I . i i Q I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM . r-C_S1_6 11705 - -�Bd � SHEATHING JOINTS SHEATHING JOINTSe / I I I . .. BEING APPROVED BY LOU PONTIGO& �, , � FOR EXTER OR WALLS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN .. ==I EDGE w/ BLOCKING .. ASSOCIATES MAY RESULT IN MA I � . 2x4 FLAT WISE. FASTEN / WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. . . . ADDITIONAL ENGINEERING OR ICA ; I AND SHEARWALLS WERE REQUIRED BY . .. GENERAL NOTES a CONSTRUCTION SPECIF TIONS L i I I EACH END WITH 2-10d -NIIIN, - INSPECTION FEES. I I I I ! WALL _/ HEAD OR SILL GENERAL NOTES. � I'', I � I . : SHEkTH G , r PLATE . . . I I I � I � � . IN I, i 1 ,1� TOENAILS. ONLY REQUIRED S SEE\ , . .. - I I � r I I I I I I ; 11 �..: . I - AT SHEATHING JOINTS FOR I � . I 11 . .. FLOOR SHEATHING SPECIFICATIONS . .. � I � I .1 . ! I 1 ; �', , WALL SHEATHING M KING & JACK SCHEDULE I L I 11 . I ,i I I � I 1 I . _ , I) �' !t � � I . I , 11 I EXTERIOR WALLS AND . A-% . . . .. . . . . . . . . .. . . . . 23/32" T&G OSI3 OR PLYWOOD SHEATHING. GLUE AND NAIL NTH 10d COMMON 0 6" O.C. EDGE & FIELD I �,1 �, .. I . �.1� I 1 . I : . I I � It ,� .� SHEARWALLS SOLE PLATE I . . . 11 . + . . . 1 � � �%� 1. I� I ! 1. RAISE '/4* FROM ROUGH QPN'G, SEE ARCH. NAIL SPACING AT I I .. .. I . - I I r�_, 11 I .I I I - � I -BOTTOM OF SOLE R , . . . . . .. I - ROOF SHEATHING SPECIFICATIONS8 I 1: . ; . I "A "''I, . I' 1. I ' ' / I I I )� ' , , �� ' � .� ' , ' GENERAL NOTES . i .. ; (6)12d TOE NAILS . .. 7/16", 24/16, APIA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.1 13x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING M 4" 0 C. WITHIN 4'770* OF ROOF ItDGE . � �i� . 11 Z.:: �� I . SEE. DET ILS . SEE DETAILS I .) 1, � I I . - I - . affiHQLi MIN. . I �I I i i . ON S1 ON S1.O --\, w/i 0 3" O.C. __+ TOP & BOT. 1. . . . . I I I % I - . . .. I I .0 __ 2x- SPF T&B w/ . 0 1 i I . .i/ " (' Al I 12d 0 8" O.C. . . .. . . . .. -O" OF :ROiICE). i ; i, 1 �� -, �� EXAMPLE OF UNSUPPORTED , I - ___,_ _. I I I 17, '�, TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4* O.C. WITHIN 4' 1 1 1 __ _� -- -_1 F--- I/ r- / $1 1 1 i -_� --7 - - --I .. .. 11. , . I KING & (UNBLOCKED) PANEL EDGE-, I � � I I (TYP) I � � . I . . i . I I I 1 I I I I _/ 1_� - .. . . . > WALL SHEATHING SPECIFICATIONSe � . I I i . I JACKS SHEATHING (TYPICAL) . . . . .. --- . I I : I I 1� I I 11 I . FLEXIBLE FINISH-MIN. 7/4", 24/16. STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE J. _j I � I I .� I I I I I I : N I I I 1111111� �i I I W± . .. � ; I I iI�� ,11,4"h.� 1.!;� . I� I I i U.J 0 CON T. AT . . . I I , I : I � i I. , . 11 ,�_ I I I -_ A In M . .. ORIENTED VERTICALLY OR HORIZONTALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. . . I I i * I� , j' L I <I GIRT/VERT , i I 11 I ,� I , I �1.4, r, " . � , , I I . � I I I I NAILING TO INTERMEDIATE �, I I . � I : 1 I I )-- - - SIMPSON LTP4 ON JOINT. . . I i �, 'i C,! , - I I I I STUCCO FINISH-MIN. 7/le". 24/16, STRUCTURAL 1 APIA RATED OSB OR PLYWOOD SHEATHING, FASTENED W1 Bid 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. ; I I IL I -1- I ---i INSIDE FACE, IF NO SUPPORT IS 6m O.C. MAX.-IIii ROOF I I : .1 � I I I I. I JACK STUD 2'x SPF RIPPED (UON) TRUSSES, OR : . T6 FIT ARCH. � MASONRY SPEOFICATIONSm C1 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF � I 1 4�o 1 MULTY STORY DEPTH REQ'Q I. FLOOR JOISTS. � SIGNED IN ACCORDANCE WITH A _YPE M OR S. TYPE N MORTAR MAY BE USED IN, BRICK VENEER. � I I� I SINGLE S 0�y ,�_P "'� IN TWO STORY FRAMING SECTION. A-A, U 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND T . I . I . . 11 ��, I � 11 I %, I I - _ - - - 1 'Ill . ESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. : , : � � _'� * �-" � )t �"" I I I ,.",� I , I If �- �r . I . 1 - 1-1- - . � I 1 "N� -%\S �� 1. � � . . . I-1. ,� I.., . I� 1. . -i WIN - r4 I if t 3 1 1 ri - I � I 1L SECTIONS DOW HEAD AND SILL FRAMING HEATHING NAILING DETAIL - ,.TYP. 'WA4 CONCRETE MASONRY UNITS (CMLL),- I I I �� I I 1 . 1 i I- t _� I .- , i I I � I _ _ I � . Ik 11 - �� SCALE: 3/4" = V-10" -75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi)- GROUT kLL. ��,CONTAINING VERTCAL, �. i [� � ! L� - I .,v ,� � ! �,�; t j�,�!i I � " ��7 . I 4!�ili� ,�.. - I . 11 . , I ,i��. ;!N,-4 I,I.,i!_--, '�, CMU SHALL BE IN ACCORDANCE NTH ASTM C90 I 1. 11 � I . ':I 0� �, ._ I , ,�;f` ��:"� ,"�:, ; ��:�-i-ij�'' ��o :1 1 .� \�,�-O \ZL.Oj < REINFORCEMENT IN 5'-Om MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM O Y WHEN THE WALL HEIGHT EXCEEDS 5'-O*. .1� I I 1. 11 I 1�;, , I I"Ook .. 'L �� .'r - 11 - 11. � - ! 1i � , ,� il I�* I ,!I,, . � I i ,.� I � I I , :, ,:, , t I ) .1 I " I .1 I � I I%,�'bb b III, STACK-BOND SHAI_L' ' f IJE�� I ; L MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS NTH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNINJI,� 4', S .NO , I I ,: i, I i ; ,� 'k I I � Ln I I I � 1 111/2" 1/0 , USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR 'WA L�Si,-$HALL BE REINFORCED FU LL HEI GH T ", �:� 11/20 11 I 1 4.,;.; llj� I TINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALL NG,�qP. RNER BARS, MINIMUM!OF, '40�i,'BAR' ! 11; � I V) . ,� � I I f I �) :,; �_ -_ (3) ROW OF 1 Od - #4 -0" O.0 : I , 1 ; li I ,�! WITH 0 4' - MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CON I . ; I DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16* O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL R,EIN:'.',':SHALL'BE INCREASED ASIN6TED.'ON I I ,� 0� 0 &� I !�j i I .1 I I I I �..I I NAILS 0 8- O.C.-\ I I. � I, I t ; I I 1, . I , . � ; I i ,L; �, I F L 1`11 2 PLY I I FULL HEIGHT � - 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". � 1! I I � . I 0 1 - . � I I : I � � � BEAM. & " a ANCHOR 2x4 BLOCKING I " , � I � I . '. I I ':. :I . ; . I . � . ,,I 1 --C4 . � , � 1 , ;I !i --I- � . ., .. ; " � . . i . � . 3 PLY BEAM. N 04 C4 024* O.C. FASTEN - CLAY MASONRY-(BRICK): I I - i I i �1, �1,�� , : k I ��, I I I k � I I I , � �, � � I I I I _ ... 11 0 "ix4 MEMBERS: 64 BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. I . . i I i "''i ! � I -1 I - . I I i 1 : Xk __ - 0 0 1 1 � � I 0 - �. _. 1: t o - I I -_ 7, (1) ROW OF 1 Od 0 0 TOENAILS CONCRETE SPECIFICATIONS& I I � V i I . ! ===i (4) ROWS 12d 0 NAILS 0 4" O.C. 0 ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 0117: ?500 PSI AY I28 DAYS ; 1. 1:� : 3E EXTEND SHEATHING VERT. .-, e� � I I 11 I �.. � - ,- 1, I I I � I I �.I \ AT 12m O.C. 0 0 III, f of � I :11 I I HALL HAVE SSIVE STRENGTH OF 3000 PSI. �I I I I " � � 24 MEMBERS' CONCRETE � �. . 11 � - I I 11 1..0 %_0 EA. SIDE. I I F� � I � ! I .. , ,. � I . ,�,, ci"r! i.I .1 � .11 I IF.. � I I I ��. ir I _4L PROVIDE 2x4 BLOCKING 2 ` _L:4_L (2) ROW OF 1 Od STUD BELOW I I ; I --I- GENERAL NOTESD - ' 'I I I 1, I I . . I I AT HORIZONTAL JOINTS. (3) ROWS 12d �__z - NAILS 0 4" O.C. - "Idi LOWER TOP— m 4-10d , .1. . 11 � ��, , I - - I I I .1 � � 17 - ; � I � ' - I . � I AT 12" D.C. STAGGERED PLATE ATBREAK OVER LAP DOUBLE COMMONS FOOTING AND FOLJNDA71ONS: 11 - I . I'll. ," ; . -1 , HEEL ;P V-0" EA. SIDE. TOP PLATES BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY .SUITABLE� �- i . I TI ATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DE IVE ( LAY) SOILS�.,,SOI COMPACTION -"AD'FILL!, � � ��'i" . ROOF SHEATHING, SEE WALL INTERSECTION < SUBSURFACE CONDITIONS. IF THE FOOTING ELEVA71ONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHES. C �� L ; i 2x SPF-BLod !ING SPECIFICATIONS BELOW. a 2x8 POSI ORTHOGONAL VIEW COND11IONS . I I - I , � I I I .1 I - SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 1 1 : � ��11'I ,L I I � RIPPED TO.,FIT � � " WITH GAP SHOWN PRE-ENGINEERED WOOD . I I 11 GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSMNS AND LOCA71ON FROM THE ' � . I I I 1 I FOUNDATIO TRUCTURAL INFORMATION. FOR I , i % - ROOF TRUSSES. 0 ,; iiii � � FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF,F0,OTING SIZE OR, LOCATION IS NOT - - �� ; I C (3)ROWS OF 5- (3)ROWS OF 6-Y4* I I 0 0 - t � I . 1.1 . I I I � ,; I � I TRUSSLOK TRUSSLOK it 1. r .� i � .:� - � R - DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) - �, I .1 I i - � . I ; : vr ,. I I � I I ; I I � I If ENGINEERED WOOD ENGINEERED WOOD I I, I ,L�,,,, ,� ,�, . 1 !,�'' '��:,�1 : I � : � < .. I ,,, 1. I 11 . � 11 FASTENERS 0 24"o.c FASTENERS 0 24"o.c - III - UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS-PRO'ODE 4`3�0 48" 6'c. �OR ROD CHAIR& - - 1 �,I I - - i EACH ELEMENT. SPLICES IN REINFOP116�0. WERE PE I RMITTED, SHALL'k 48 1 i� z 2 AS SHOWN AS SHOWN I 11.1.1 I L I'll, . : J I It 7 - PROVIDE CONTINUITY OF REINFORCING AT INTERSEC71ONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS. MINIMUM OF 40 BAR DIAMETERS INTO I 11 i � I � V .. . - CORNER WALL INTERSECTION : I ., I I �, � � I -1i , (' : � ��i. - I I 11; � 11 I _� CONDITIONS COND111ONS BAR DIAMETERS . i :� I f � ff �. 11 . �, , . I . ,:, I � I . ..I I I 11 �, � ''L . I . i I z SHEATHING MAY I ! CONCRETE SLABS ON GRADE& f � � 11 � . 3-PLY 4-PLY 0 � ' �i z ,� TERMINATE AT NOTES: , - I ,i, ' OVERLAP TOP PLATES AT CORNERS AND INTERSEC11ONS SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TR EVENTION OF SUBTERRANEAN A I . 1 I I I I I I f TOP Of DBL. UPLIFT 1. , OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FORALTERNAT`IVE METHODS-.- - ' - . 'I ", I *% I— DENOTES Y0.1311" GUN NAILS 0 6* O.C. VERTICAL .t I� TERMITES. SAWCUTS6 .F !,; I , 160 LVL AND GREATER 2. V) . � :11 I v ! - I TOP PLATE. CONNECTOR, I I!, � :�. I � I � j . � 1. 1, �0 ,1-1 � 111 .1--1;-1 i? , ,1."I .. � 3. @ DENOTES FULL HEIGHT ANCHOR, SEE PLAN WOOD FRAMING SPECIIFACATIONIS* 11 ; � � FULL HEIGHT NOTES: 4. * DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT NTH MASONRY, CONCRETE OR , ' ANCHOR I .5�,Lh EEL-< 1`-D_" , 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE ' ' SOIL SHALL BE PRESSURE-TREATED. IF. ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED. ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED. ALL ATTACHED FASTENERS SHALL BE �_A;,�, r 11 . �, I - ES, CORNER POST, ETC. OPTIONS ARE SHOWN . I. � I 11 . I , ' ; JACK-M-KING ASSEMBLI �, �L-,� -1,!,:k,, - ; � " I . 1 � � �, STAINLESS STEEL I I � � kv ,� TYPICAL CONNEC11ON � : 1-1 I -, I Y i I A 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY [ii� - . ,� I, PRE-ENIGINEERED WOOD TRUSSES, I �. � t IN ADDITION M (2) PLYS FRAMED WALL CORNER AND 1 4 �� :.- SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS I 111 ' ' ' 11 THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY, AND � "'NN ROOF TRUS$ CONNECTION t`oi INTERSECTIONS STUDS CONFIGURATIONS I INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNEC ONS AND TRUSS PROFILES ARE ' r5 111A-i /P-6-*N BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES. HIB-91." AT MUL11PLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH" USS.-WHEN USING (2)'STRAPS ON � 11,�� . it -I .0 I I I ! . SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. i , � - , . 1 \zsoj 1 , I � I !,� �), ,:' �, � I I I i , 11 I . \Z'0101 DESIGN ; .. � I " i I I I I I I k I FULL,P,IT ANCHOR TERMIAATES ROOF COVERING SPECIFICATION& : I I , I -I� THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY � I Aj,'LIPPERMOST TOP fLATE WHERE ANCHOR IS � : 1 1 AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MA FACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E1514 AND BE INSTALLED � , : W/ NUT AND WXSHER. SPECIFIED ON PLAN . CPJTERA - i OF ALL METAL FLASHING AND VALLEY MATERIALS. 11 V ADJ. TO GIRDER/BEAM WASHER--,, ; ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION t CONVENTIONALLY STIR P CONVENTIONALLY STRAP LOCATE ANCHOR WITHIN %� I FULL HEIGHT @ "I 1_'_, I "J ) - WH8RE PL�14 6" OF POST. \ 1 - i AND ___n_ .A.1_T1 �, .1 , ,�'�, 4 I I [. I ANCHORING SPECIFICATIOba . WATERPROOFINGo I ; - -1 , i I I -I i I I . �. i I i I �- .�11-1, I- -1 a � . 1, . i Z__ BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. 'J/ . . . . I � 1/ � . � . . , ! ,�- � IF PLAN 1XI 11 ING j 44 414 1 � -,-. __1 r ANCHORING SYSTEM: THE THREADED ROD ANCHOR I� � 1: � I 1.. I � I I , I I I I A\ /\ I I I I I m )11� /;11 .. I UPLIFT . * L 11. --- 0 L-- -----''- _._j I%/-% .., I - �' ; � . "I , i� � i � SYSTEM SHALL CONSIST OF WO A307 THREADED k�411 . .1 . � 1, , I I— 1� I I- ii�j, ,J� - -1- I L _�__ �: , 4- 1 � ! I � I �:'*,i:I� - I I I I I I ' ,-_CONNECTOR I : � . RODS, ORIENTED VERTICALLY AND ATTACHED TO -ME :,�,A i,, I I DOUBLE TOP ,,-' � Ilif � 4 L \, I I I I I I I I I I FULL HT. FOUNDATION AND TO 'ME UPPERMOST PLATE AT 'ME WOOD FASTEN-ING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND� )"18BREVIATIONS i I POST, PER PLATE--- ' � DOUBLE / - LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I I ,\\L I I _ , I__ SOLE ---, � � FULL HT. -�.� / ANCHOR I 1.��,. , " - I I I , I TOP PLATE. � 1 2N 2mX X" STEEL WASHER. NOTES ' I "'I � ,1, :4 1 1 1 1 1 1 1 11 PLATE : ,: ANCHOR i i TOP PLATE, PROVIDE A , , I PLAN .� FASTEN WITH A NUT AND ALLOW AT LEAST 3 I ,�['!,�,�.,� �' . : / FASTENER INTERIOR LOAD BEARING WALL �, I 11, , ! -1. ,� : 11 I I I FULL HEIGHT ,� ! DO NOT SCALE DIMENSIONS FROM TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN I 11 � BUILT-UP POST,IN THE W4L L : � . "I I I I 11 I VE TIGHTENED NUT. (TYP.) . z . . I I �%,[ , �-:4F, 11�� - - -,-.� I.- � I; ,""�' "I I I I 11 I I ------THREADED ROD __ WALL STUD i THESE DRAWINGS.IF A DMEMION 5 �� TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. 60 � . � SOLID BLOCKING I I I I ROD INSTALLATION: AT ALL PLATE PENETRATIONS, UNCLEAR REFER TO THE -Ovo ! I I I I I I � I L3'/2 0/2 x'/4 409 :�� GABLE X-BRACE. SEE DETAIL 121SO-1 ; I 11 WITHIN FLOOR 0 I OR POST. : -1 I--- PROVIDE A HOLE IN THE PLATE 34" LARGER THAN THE ARCHITECTURAL DRAWINGS OR TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 600 80-0010 �. I I I I I I 11 I I � - I__ . I ----I CONTACT THE E.O.R. �(2�)24--�-1/� HEADER SIZE, JACK AND 'KING STUD 1 . i I DIAMETER OF THE THREADED ROD USED. MILE � . iN ________ 1-si L4x3'/2*X'/4 I _L, I 11 � � (TYP) W .1 I . , 1. _-------�.---,i _� _1 1�__,�; - _____ DESIGNATES SHEARWALL THE - : , �, .I QUANTITY. " I � � I I I . I I I I I ---- ------I— I -i __7 SINGLE CONTINUOUS R I �I . I I I I � I . 1 � 4'� i--_ -_-_- � L-,--- -I FACE NAIL (2-16d) 3-GUN NAILS NE DESIGNATES SIDE OF I I - I ;; , - DBL MP PLATE TO STUD HIDDEN U ,,; i I . I 11 "I . '14 --1 I - -_ __ __.-_-_- � ___1 ', 1 1 1 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES - L 5 x 31/2"X1/4 6" W-00 I I �;� I I . I 11 ; __1- — — — _-1. —I— — — — _I__ — — ___� — — — — J_ STEEL COUPLER - � , . � . WALL THE SHEARWALL SHEATHING ' � � , I ! � q � PLAN NAME 11 1 P I . I . . � 1� � � ELEVATION I WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE -) GUN N I " SW �! i t I I i&I 0, i RIM JOIST TO TOP PLATE ME NAIL (Bid 0 6 AIL 0 6" LI _�,� _,.t, � 1, : � I 1�1� i; I., ,, I I I I IFLOOR - AS OR JOIST I I (OPTIONAL. LOCATE----., I I . 12'-O 1 i I I I - 1 ! I ROD SHALL BE INSTALLED APPROXIMATELY CENTERED i 11 , 1 1 IN HOLE. RODS MAY BE SLANTED FROM TRUE Bd*3-/6- i I ---- -.- I CEILING JOIST TO TOP PLATE ME NAIL (3-8d) 5-GUN NAILS 1_601/2"x1/4 1 6" 1 NAILING: DESIGNATES 8d COMMONS 0 3" i __ _+ — - -4 —I— -)I(— I I ____ r SCHANTZ RESIDENCE - - 6" 16'-O* .. , O.C. EDGE & 6- O.C. -IN THE � rT I I I I I @_ � �4 1 FULL HT. I VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO DESIGN/DRAWN/CHECKED L 7 x 31/2*0/4 I � I I I ___ 1 1 ,,� CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS I FIELD" I I I(TYP) I I I I I I I I I - - ANCHOR - -�r-,i-- AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. — 1. STEEL LINTELS TO BE MINIMAL 36" 1 i ; I THE MT ASM 1HE UPPEMM PLATE SHALL K CS MK LAP ' CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK I � � I HEADER, �1,ii I I I I I I I I � AT.SILL PLATE AT TOP PLATE SECUREDI OVER THE WASM TO A INUO-111i . i � i � I RESISTANT COATING OF EPDXY BASED VENEER LG - Long . I 110A I I I I I I I ---FLOOR CON10111ION PUPS ONE-HALF TUM OF A STANDARD DATE JOIST/TRUSS M PLATE TOE NAIL (2-16d) 3-GUN NAILS MANUF - Manufacture I POST TO I FRAMING 11111111IIIENCH (APPROMANLY 30 FT.-M Of TCRQUE� - . PAINT. — WEATHER I I MONO�- MonolithieL '' � I : � I I I I 1 09.16.16 1 � FULL HEIGHT ANCHOR INSTALLATION CHART OUIE TO SHFANOM AND i I i� (F OULOM I TOE NAIL (3-8d) 3-GUN NAILS OC - On Center � I 1: I I I I I I I MATCH I 1 .4 CONTRACI SHALL RE-TIGHTEN NUT TO 30 RAFTER TO PLATE BARRIER BRIG - BEARING F I POST ABOVE CONTROL NO. - - . � : I I FULL HEIGHT 2. LINTEL MORE THAN 8'-O". SHOULD NRY UNIT OSB - Oriented Strand Board ; I I I I I I I I IFT.-M OF TQ%UE AFT11IR ALL TRADES ARE � I . @ @ Q - T) - JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO PERP - Perpendicular i I I I I I I I I I I THREADED ROD------- �-,FOUNDATION, COMPLETE AND P1114011t TO IINISULATOL 5906 � I � ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT ROOF RAFTER TO 2x- RIDGE BM. d) 3-GUN NAILS FT. O.C. w/ 2-'/4x3" WD. I I I I I PER PLAN. TOE NAIL (2-16 DIA - DIAMETER PRE ENG - Pre Engineered I I I I . HOLE HOLE SPEC. DEPTH DISTANCE EPDXY ANCHORING, ALL THREADED RODS SHALL BE : I I . TRUSSID. SCREWS INTO HEADER PROVIDE A '/2* ."i LINTEL PSF - Pounds per Square Foot ' ': i . I I I I I . I I I - I I -111 I I I I I 11 ? 112 mo 40f RED. SEE INSTALLATIOtL FACE NAIL 16d@ 16* O.C. 0 EDGE ATTACHMENT . ,i�t�I,PSI L I � � 3/8 14'i . 2x2x'/s m 4" 2* 31' . I I '' � I - CONT. HEADER, TWO PIECES I ,_,�! Pounds per,"Square Inch I. I I I I _1 I I I I I a % 0 0/150 CHART FOR EMBEDMENT(Win OYAMC V% � - i I ,'I, - _ VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 EOR - ENGINEER OF RECORD I � , i: PT PRESSU RE'TREATED : I!,f,j i i I L I I INSTALL 1 1 SMRY I , 1, 1/2 0 3x3x'/.'o 6" 6" :W 3" REQUIREMENTS %0160 vabp CONT. HEADER M STUD TOE NAIL (3-16d) 4-GUN NAILS I I - I 'is"MAX, FROM - AT RIGHT 11, - I I LPA NO. ,111 � .7 � .I , 0 3. BRICK ,��j I ;KING STUD \_ � 5/8 1 16 Y.*0 3x3x'/4* 1 7.5" 10" Z11j" 3 TOE NAIL 1(3-16d) 4-GUN NAILS EXT - EXTERIOR REINF - Reinforce 1 �1: ., I WHERE 2-STORY RODS DEPTH (g) — SIGN-16-00733 � HORIZONTAL TIES 0 24" O.C., VERT. I 1,i , I, � . II�ii. AND EDGE DISTANCE. STEM k STEM , - � Ii � � L � SOLE PLATE TO JOIST/BLOCKING FACE NAIL 1(16d 0 16-) GUN NAIL 0 8- TIES 0 12- O.C.- (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE � SF -`4 uare Foot CANNOT BE INSTALLED SHEET . SPF --�Soruce Pine Fur. � 'L � SOLE PLATE ANCHORS FULL HEIGHT ANCHOR � I I I I : WIND-ZONE VERT. TIES 0 16- O.C.). BRICK LINTEL, � KAMM FOR CODECOM NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Southern Yellow Pine , �I I ,. I. FULL �EIGHT ANCHOR PLACEMENT DIAGRAM WALL SECTION. THREADEDL ROD INSTALLATION CHART - FTC - FOOTING THRU - Through :.. CITY OF ATLANTIC J, i 11 - 3%0.11311"o = GUN NAILS 2"xO.113*0 = RINK SHANK 12" OF OPENINGS. PROVIDE3&*0 WEEP . 1 I I I I i 11.t:; OMCH �i!it' , I I - I 11 TYP --7.Typical 1 3 � I 1 . *""""�Il,� FULLO,I EIGHT WOOD FRAME WALL ANCHORING SYSTEM t�_ �; . , /0i � � 9LW ------ 'di'll I 1. 2"x 2'/2*x0.131"0 = 8d HOLES 0 33* D.C. IMMEDIATELY ABOVE SECTION VIIEW . L ";,LION -' ,Unless Otherwise Noted _ - , � I _ I ..,,!; -66 PSRM :FS FGR mi""`i%VmTff%ft.�I1RIL1.; S000 HORIZ - HORIZONTAL ' '. I i � ! ; - " � . I . I I � III . I : . _.. U'I , . . . _ : : i a 'il � 31/2"x0.162"0 = 16d FLASHING. OF BRICK LINTEL VERT - Vertical ; �.: ,'� i,!It�, MWIMMENTSAW I I I�I: .1, I i� . F i �:>.Ooj . i, i I """"""""""` I __��l F71i, 17, 1 - z A I I %.-O. I I mm � �. Ii if !": irl, . I 11/2"xO.1 48*0 = 10dxl WWF - Welded Wire Fabric 1 I ", . - \_N,,,,,,,,,,,,,,,,,,,i2��,,I,,I,,I,Ii,II,II,`IIi"""`� \,., 1/2" ____111/2%0.1131*0 = Eldx`11/2" I � I I - � I in, .1;_..�;I � I � . I i; I . 1" - � 11 : I . 1�,.�i. I I I . ! '�, � � I NNVWWE DATE: --1 41� I , �� 1,1� , . I , �4 � �,il I �, � BY... _J� , � ;� L L � I I ! , I I r � 11 . 1',�,� ' '� :1 I ��:!� � ,� :, . � I . � I I � I I I I 4 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d 0 4" O.C, FASTENED TO TOP- WALL SHEATHING PLATE w/ 1 Od 0 3" O-C 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16 IF TRUSS REACTION EXCEEDS N-NAILS AT EA. FRAMING INTERSECTION. 6 2300lbs PROVIDE CRIPPLE STUDS I (MIN. OF 6-16d BETWEEN EACH TRUSS) D T6 DIRECTLY BENEATH TRUSS BL. P MA, NOTCH HEADER P L ATE BELOW TO:' PLATE r- LSTA12 Lou Pontigo and 2x4 SYP#2 HORIZ. BRACING 0 -LSTA12 11,01 HEAD 24" O.C. BETWEEN OUTER WALL- PORCH SHEATHING, Associates, Inc. SEE SPECIFICATIONS PORCH CONT. RIBBON & FIRST INTERIOR TRUSS. NAIL FLOOR SHEATHING, 01 Vf BELOW HEADER, EACH END w/ 3-0.1310" NAILS SEE SPECIFICATIONS BOARD (TYP) 4-GU� NAIL$, 0 SEE PLAN. U 420 Osceola Avenue DETAIL ja jax. Beach, Florida 32250 z HEADER & SUPPORT FULL �EIGH (TYP) w I I FLOOR PORCH PARALLEL (�2)MSTA24, PORCH POST, PER PIAq.]�:- I \- TO WALL ANCHOR ORIIHOLb H -0908 Fax.241-9557 TRUSS- <-i � L, :STRAPS., -, , MIN. (2)�x4 WOOD D Ph- 242 w 0- PERPENDICULAR DOWN AT BASE OF -4L : t� - w 0- 1,�[1,-,j\- m TO WALL POST BELOW. Be (1) ADJ. FL:CA# 8344 SC:CA#3579 (n 0 3)0 "To P 0 WALL 2x4 SYP#2 z ORGH HEADER. DIAGONAL 0 OPtION A, SHEATHING FASTEN EA. W m 24* 16 GUAGE POSTBASE: m �-Q Qj STUD WALL FRAMING END w/ STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 I 1; .1 f - 1 11.1 1 --- - a-z Q.Z 4 1 ;, : , I r I � � , - SOLID BLOCKING =115m I I < 6x6 POST.ABU66:- 7 .7� � ,� I,, - �w/ 2X - "'I 3-10d COMMONS -j 2 10dx0j- EA. END BELOW STRAP w/11- ROUGH OPENING, SEE ROUGH OPENING, SEE ;" ..Osage.,, LSTA12 FOLDED AT SHEATHING EDGE 10dx%" EA. END TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT 8d COMMON WIRE NAILS 'DOUBLE-"TOP P�14E., �`OVER TOP PLATE EAI,§ ! , I i 41" C-4 4� rc'J FLOOR TRUSSES] A&6 , TO BLOCKING 0 0 CQN D'0114?�S,�"003 Od NAILS CEILING 0 PORCH. 3* O.C. LINE WALL FRAMING OR JOIST. PORCH HEADER, SLA13 HEADER --- INTO TOP PLATE & No.53311 5-10d NAILS INTO SEE PLAN HTS16 M4X IN 1, WALL FRAMING-/ I 7d 7 17, BEAM, SPACE g STRAPS MSTA24 HEADER DOWN CONNECTION HEADER UP CONNEC11ON ROOF TRUSS let X 0 24" O.C. STRAPS EPDXIED 6" M N OR JOIST--,�,, E STATE CONNECTION CONNECTION \\\ FOR PERPENDIC LAR UPLIFT CONNECTOR UPLIFT CONNECTOR U T--:: CALL OUT _TRUSS CONNECTION A% FLOOR TRUSS PERPENDICULAR CALL OUT NJ FLOOR TRUSS PARALLEL PLAN \AEW OF PLAN \AEW OF ELE%A110N \AEW OF 1 1 ,. ��1 4 �. I.. )I,11� I - SEE DETAIL B ABOVE. OR N I w a TINUOUS 2x6 A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32* O.C. CON PQR!QH HEADER PORCH HEADER 3YP#2 iA LEDGER FASTEN NTH B SEE PLAN B SEE PLAN -0.13lx3m EA. STUD. AT POST I j AT CORNER POST A 5 C (1)MSTA24 STRAPS C (1)CS16 STRAPS PORCH SHEATHING SPECIFICATIONS: ow MIN. (2)2x4 WOOD FULL HGT 5/8- THREADED ROD D FULL HGT 5/8- THREADED ROD 1/2- GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE FIELD BELOW. & (1)� ADJ. D PARALLEL TRUSS OR OPTION 0�1 TO PORCH HEADER. go, MC DEJAI A Luis A. Ponti %" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD 53 FL PE# 311 TYPICAL PORCH FRAMING DETAILS r3-%�\.TYPICAL PORCH BEAM CONNECTION 4 HEADER TIE DOWN VMEN 5 WALL ADJ. TO ROOF CONNECTION FLOOR TRUSS JOIST AT WALL FRAMING r2 I SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF I("�190NS DA-M \,S0.1/ AND WALL SHEATHING AND STUD FRAMING. \.1�O ROOF TRUSS. SEE DETAIL 6/SO.1 FOR SYP#2 2x4 NAILER FASTENED TO TRUSS DIAPHRAGM ATTACHMENT ROOF BOT CHORD w/ 0.1310" 0 3" O.C. WERE APPLICABLE 2x4 SYP#2 CATS AT 12* FLOOR OR TRUSS. FASTENED TO SHEATHIK W/ 8d 0 3" O.C. --- ---- ----------t ,,�ROOF TRUSS. ----------A O.C. FASTENED TO TOP-- s --- ---- (2)LSTA1 8 STRAPS COMMON.� MAX. TOP PLATE w/ 10d 0 3" O.C. FOLD OVER TOP PLATE (2)MSTA24 STRAPS ALTMAMON PLATE w/ 4-0.1310" 1 111/4 HEATHING FASTENED TO FASTEN w/10-10d FOLD OVER TOP PLATE rnELD AX. L,b JOTES: FASTEN w/18-10d CONTRACTOR SHALL CONTACT LOU SYP#2 CONT. ATTACH 1. AT R4XF�-- I I I PONTIGO a ASSOCIATES PRIOR TO FASTEN CATS EACH END w/-) TOP PLATE AND TRUSS CONTRACTOR MAY USE J 27 MAKING ANY STRUCTURAL FIELD 3-0.1310" COMMON TOE NAILS OPTIONS A,B,C, OR D MODIFICATIONS WHICH MAY VARY w/ 0.1310" 0 3" O.C. EDGE OF FROM THE INTENT OF THE ORIGINAL 2x MAY OVERHANG TOP PLATE. SHEARWALL 2. USE ALTERNATE A. CONSTRUCTION DOCUMENTS.ANY SHEARWALL OR SHEARWALL 4- AT 'EXTERIOR WALLS Sw &0311ZOPP SW 8d MINIMUM 2 PLY FULL HEIGHT FIELD ALTERNATIONS MADE PRIOR TO EXTERIOR WALL FULL HEIGHT THREADED ROD CONVENTIONAL STRAPPING STUD ROD BEING APPROVED BY LOU PONTIGO a ENDING BETWEEN ROOF MINIMUM ASSOCIATES MAY RESULT IN ALTERNA-rE A ALTERNATE 6 ALTERNATE C TRUSSES. HOLD OWNS EACH END HOLD DOWN EACH END 2 PLY-\ ADDITIONAL ENGINEERING OR AT 2ND STORY TURN TITEN HD INSPECTION FEES. STUD COUPLER TIGHT 3. USE AVERNATE FULI, HT ANCHORS; UPPER TO LOVIER SMOS STUDS PROVIDE I(& --L.Oi 0 7/ ROOF FLOOR DECK 1 Od 04"0.C. E & F :Z FLO6 SW 8d@3,16: - (1) 5/s" OR (2) 1/2"0 FULL SW 8dO3/6: (2) CS16 STRAPS 2 CS16 STRAPS AGAINST PLATE OSB DIAPHRAGM FASTEN 0 FLOOR AT BASE OF STUDS TRUSS 7�CHMIt It HEIGHT T14READED ROD EACH END -.10 I SIMPSON TiTEN HD ROD COUPLER TRUSS.-X (8)- END STUDS TO FOUNDATM I TINUOUS Z:!b I i* TO FLOOR) To NAILER w/ (1) ROW 8d 2x4 SPF#2 CON TRUSS. : r .�i 1�, I(FLOOR ";j -5W 8dO3/6: HTT5 OR HDU5 0 0 3- O.C. FASTEN TO TOP-- LEDGER FASTENED SM PLATE ANCHORS RODS THD37634RC (%-x6-Y4-) 7/ OSB TEE SCHEDULE ON DETAIL 2/SO.O SOLE PLATE ANCHORS PLATE wl (2) ROWS 16 TRUSS WEBS WITH LTT20B OF 8d 0 3" O.C. BLOCKING w/3-0.131 0" TEE SCHEDULE ON DETAIL 2/SO.1 PANNEL COMMON. I - FLOOR HTT5 2x4 SPF T T I 5ff�ARIWALL UQIES FRAMING SYP#2 2x4 NAILER FASTENED ALL AROUND t PROVIDE 7/(5" ,OSB 3HEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6 IN THE FIELD. To TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12- �ROVIDE 2x BLOCKING AT ALL PANEL EDGES. (2) ROWS 0.1310" 0 3" O.C. 3-0.1310" NAILS 0 6" O.C. \\,,-O.C. FASTENED TO TOP 1 INTERIOR_ PLATE w/ 4-0.13lx3" 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS Sw- SHEARWALL. SHEARWALL OR COMMON. END POSTS FOR SW. \-5-16d NAILS EXTERIOR WALL FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER ALTERNAIE FOR ALTERNATE FOR (TYPICAL) 6/SO.1 ALTERNATE D ALTERNATE E ALTERN ATE F 4. INSTALL INTERIOR FOOT1NG%4WL0W SHEARWALL PER DETAILS 04 SOA FULL HEIGHT ROD FULL HEIGHT ROD U X" FULL HEIGHT ROD ALTERNATE -EARWALL ELEVATION FULL HEIGHT ATTA SHEA TY THREADED ROD 9 r6 RWALL ATTACHMENT AT ROOF Et FLOOR 7 PICAL SH CHMENT SOA I PT,,q�1DE-,'.SaH ID BLOCK WITHIN FLOOR SYSTEM AT SW END POSTS. ALTERNATE kz..010/ Lf) I -12d TOE MULTIPLE BRACED TRUSSES, AS INDICATEP IN TRUSS SPECIFICATION E�- SINGLE ACINQ NOTIES AND SPECV11CATIONS NAILS (TYP-) TRUSS BRACING 8d COMMON NAILS L2x4 SYP#2 OUTLOOKERS ROOF��'""'�%I',' - � .)ALL BRACING LUMBER SHOWN, EXEPT AT 3- O.C.(TYP) 2x4 BLOCKING. FASTEN TRUSS 0 24" O.C. FOR T-BRACE SHALL BE 1X4 SYP#3 EACH END w/3-10d H3 QR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT ROOF SHEATHING COMMONS (4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER TO BACKSIDE OF WEB. D TRUSS ENGINEER. OVERFRAME RAFTERS, SEE PLAN. 3.)PERMANENT PERMANENT BRACING 2X6 WERE NOTED ON TRUSS MFR. SHOP ANGLE BRACING AP�L E ROOF TRUSS-/ ROOF TRUS SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS 2X4 T-BR�& ONLY WALL SHEATHING UP T-UKAUL FASTENED TO BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED REQUIRED FOR BRACE GABLE END TRUSS. PERPENDICULAR TO TRUSS BOTTOM WHEN OVERFRAME j WEB w/ 12d 0 6"0.C. CHORDS AND ATTACHED TO EACH BLOCKING A-SINGLE LEDGER B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > W-0m. T-BRACE TO BE THE TRUS WITH 2-8d COMMON NAILS. AT LESS THAN 4*-Oso FASTEN w/lOd COMMONS SAME SIZE, SPECIES, R CS16 DIRECTLY 2X4 #2 SYP BLOCK 0 EACH GABLE END WALLS PROVIDE DIAGONALS PRODIDE MTS12 0 AND GRADE AS WEB VERTICAL 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE T END WALLS PROVIDE DIAGONALS VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH TO BE BRACED. 101 A REAC11ON LEDGER SIZE & NAJUNG REACTION LEDGER SIZE & NAILING TRUSS SHOP DRAWING FOR QTY. AND AND ROOF MEMBER. END W/ 3-10d TOENAILS I I (APPROXIMATELY 457.) TO THE 0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-/4*Ox6" SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL 1*1 ADJACENT EXTERIOR PERPENDICULAR BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-/4"OW SIDS SCREWS BLOCK TO DBL TOP I I AS SHOWN. 1251-1540 2x10 w/ 10-0.1310* 1�5 - TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0.13lx3" PLT W/ 2-H12.5T CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES* WHERE A LEDGER IS INDICATED TO 11E IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. j, 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS I BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-1 Od LSTA12 0 48" O.C. Q& DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOMI- COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS... TYPICAL SDWC15600 0 36" O.C. OMIT IF ED ANENT TRUSS BRACING E E E tT �E T GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN t/1�3 PERM E E E T _a ' L us / NOTES: \4�1 SCALE: 3/4" V-0" E DETn A .1 1. SPACE GABLE END BRACING 0 4'-6" MAX. E ON O��C� D 5R- C 0 L L Sc FRAMING U _E S a OT S 0 CL =EN NEER N HOWN F R ARIYTY 2. ALL MATERIAL TO BE SYP#2 DETAILS j, JACK STUD JACK STUD AT DOOR AT DOOR PORCH BEAM SUPPORT POST 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 5 IF 4x4 IS SPECIFIED ON PLAN, UNCLEAR REFERTO THE USE (2)2x4 SPF#2 SUPPORT. ARCHITECTURAL DRAWINGS OR MIN. (2)2x4 PT SYP #2 IF 6x6 IS SPECIFIED ON PLAN, PLAN VIEW TAPCON PLAN MEW SIMPSON LTT208 24" MAX. USE (3)2x4 SPF#2 SUPPORT. SCREW SIMPSON H2.5T ATTACH PORCH BEAM TO SCHANTZ RESIDENC RECESSED IN SLAB RATED WALL SHEATHING w/ 12" MIN. PLAN NAME WIY2- THREADED 8d 0 6" O.C. EDGE & FIELD. 0 5-10d TO E ROD EPDXIED 4" 0 SUPPORT POST w/ (2)HTS20. TOP PLATE AT INTERIOR DESIGN/DRAWN/CHECKED 4- FACE- OF WALL, ATTACH SUPPORT POST TO -SEE PLAN.-. CS / MK /LAP SOLE PLATE FOUNDATION WITH HTT4 CONC. CONC. SLAB SLAB ANCHOR W/ 5/."Ox6m EMBED EPDXY ROD. U.O.N. if DATE 5-10d TO 09.16.16 SYP#2 PT SOLE PILATE STUD BOX COLUMN CONTROL NO. ELEVATION MEW ELEVATION MEW MAY BE USED IN LIEU OF 4x4 OR 6x6. 5906 WATER PROOFING AT LOWER PORTION OF LSTA12 i TRUSS ID. BOX COLUMN BY BUILDER ALTERNATE ALTERNATE QP110N A OPTION B IF PT MATERIAL IS NOT USED. LPA NO. SIGN-16-00733 BOX r15 COLUMN DETAIL WALL STRAPPING 14 FRONT ENTRY JAMB FASTENING I SHEET WHEN ------ so. THIS DETAIL ONLY APPILIES WHEN NOTED ON PLAN �01 OFFICE COPY Soo] T' C Al I T� ' N " V ti D Im 27 .zpLypin FO oAT D SHEET 2 OF 10 OVERLAP SIDEWALL to H2.5T TOP & BOTTOM @ 32 TOP PLATE 0.C. ANCHOR Lou Pontigo and H 2.5 T TOP] & PER PLAN. Associates, Inc. BOTTOM I GARAGE C 420 Osceola Avenue HEADER STUD Jax. Beach, Florida 32250 ALWAYS PLACE GOAL POST. FASTEN TO STUD Ph.242-0908 Fax.241-9557 HEADER AT PACK WITH 2—ROWS OF 16d FL:CA# 8344 SO CA#3579 TOP OF ROUGH GARAGE HEADER, RING SHANK NAILS 0 12 0.C. GARAGE HEADER, OPENING SEE PLAN (2)20ga STRAPS SE,�. PLAN HEADER TO JACK ATTACH GARAGE DOOR THRU (2)2x6 KING STUDS— UPRIGHT BUCK DIRECTLY INTO FULL HEIGHT STUD PACK, PER GARAGE DOOR (2)2x6 JACK STUDS THREADED R 0 D SUPPLIER SEE PLAN V ILI- or (2)MSTA24 A\ z 44� FULL HEIGHT % (2)MSTA24 - ".3 -2 2 2 2 2 1 N*0JR I D P--O*O 1 f,q0e 0 (2)2x STUD CORNER THREADED ROD V EPDXIED 12 0� 6 6 6;6 6 6 P.T. SOLE PLATE---N FULL HEIGHT Luis A. Pontigo, Pi GARAGE L SOLE PLATE THREADED ROD ALWAYS PLACE FL PE#53311 FLOOR N ANCHOR SEE PLAN HEADER AT TOP OF ROUGH ONS DATE 01s, SOLE PLATE_/ OPENING ANCHOR GARAGE WING WALL SECTION JACKS AND KING THICKENED SLAB EDGE :STUDS PER PLAN. AT GARAGE OPENING. 4 NOTES: P.T. SOLE PLATE THICKENED SLAB EDGE AT 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE OPENING. =FIELD ALTERAMN GARAGE WING WALL ELEVATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO 4 lei 4 MAKING ANY STRUCTURAL FELD 4 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO Ek ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OP. INSPECTION FEES. GARAGE HEADER FRAMING I/�2 GARAGECENT,ER WALL FRAMING W N NOTED —;77 SO.2 SCALE: 3/4" " ,�2 q TOP PLATE TO STUD ROOF FRAMING H2.5T @ 32" ON—CENTER UPLIFT CONNECTOR 2ND STORY Vol Loll TOP PLATE ELEV. U OF 7-j� FASTEN TOP-, LA 2x4 HORIZ. 00 X—BRACE us 00 -,—T0:1. STUDS w/ MEMBER oo I DIAGONAL H'!Z5T ,@ 32 O.C. 00 00 TOE NAIL BLOCK 12d NAILS @ ! A PERP. 00 INTO TRUSS BOTTOMN,,.,, 00 RATED ROOF 3" (TYP)// TRUSS CHORD. H2.5T TOP & 01 BOT. L 01 SHEATHING. BOT. OF CRIPPLE 01 CHORD. 00 *10, MSTA24 STRAP EACH STUD @ 32" O.C. 1� 2 llo� N, SIDE OF HEADER (30-16d 17 @ EA. A/ 10 2x BLOCKING 12d NAIL @/ 0 YE R T. 000 4-16d w/ 12d MAILS 3" 0.C. (T P) (TYP.) @ 3" 0.C. IN IN, 0 00 00 < SHEARWALL OR A STUD TO LOWER FRAMING: o' MITER GLASS 00 MSTA48 OR CS16 STRAP HEAD FRAMING. 000 N. 4-16d @ 48" ON—CENTER oo DETAIL B (TYP.) 00 A X—BRACE 00 KING STUD TO LOWER FRAMING (2)MSTA48 OR CS16 00 DIAGONAL N% 11-� STRAP EACH END (2)MSTA48 OR CS16 STRAPS 00 B\ "-% PERP. OF WALL SEGMENT 00 IN, TRUSS 2x4 HORIZ. 2x6; BLOCKING 00 r ME BOT. MBER CHORD. 00 0.131 x3" @ E;'$' O.C. Lo 00 2ND FLOOR ELE V. PLATE, TO.. TRUSb: SHEARWALL OR > A SWDC1 5600 MITER GLASS > 2x BLOCKING STUD TO PLATE: X A I A HEAD FRAMING 1 ST FLOOR TOP AK lql�600' @ 32 . QUICK TIE SC35FJ -SQW PLATE ELEV. W/ 12" O.C. SHEARWALL OR MITER GLASS- A. PROVIDE 2x4 SYP#2 UPRIGHT FROM TOP TO BOT. CHORD HEAD FRAMING. OF TRUSS AT EA. X—BRACE (IF VERTICAL IS NOT PRESENT) DETAIL A misc 7- 1 GIRDER FRAMING FULL HEIGHT ANCHOR. SEE TRUSS FLOOR—/ B. 2x4 SYP#2 HORIZ. MEMBER w/ 16d @ 4" O.C. TO BLOCK BELOW. MEMBER LENGTH SHALL BE AT LEAST PLAN FOR SIZE AND SPACING----�'. TRUSS 8' BUT NO LESS THAN THE LENGTH OF THE SHEARWALL. DETAILS (2)MSTA24 STRAP EACH SIDE OFHEADER OT. CHORD, w/ 4-12d TOE NAILS EA. END (TYP) C. 2x4 BLOCKING BETWEEN TRUSSES ALONG TOP AND E3 IIL r4 DETAIL r5 LATERAL TRUSS X-BRACING DO NOT SCALE DIMENSIONS FROM r3 CONVENTIONAL STRAPPING OVER HEADER THESE DRAWINGS.IF A DIMENSION 6 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \k�-2 SCALE: N.T.S. UNCLEAR REFER TO THE SCALE: 3/4" 1'-0" ARCHITECTURAL DRAWINGS OR �.2 k--'zo-3 CONTACT THE E.O.R. PLAN NAME SCHANTZ RESIDENCE DESIGN /DRAWN/CHECKED CS / MK /LAP DATE 09.16.16 CONTROL NO. 5906 TR'U SS I D. LPA NO. S —16-00733 IGN SHEET OFFICE COPY S002 S T 30F10 HEE & 17T 2 6 6 6 6 6 �4 DAT�E S y A Lou Pontigo and yl Associates, Inc. STRAP HEADER 420 Osceola Avenue PER 4/S0.1 A35 (TYP WHERE SHOWN) jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 V FL:CA# 8344 SC:CA#3579 P. r_ E I I b T F7 111—7 1 GC/V 0 HEADER MSTA24 No. PER PLAN ZA IrE OF cw' Oft I D P, L L u i s A P o n t i S Pit' F L P E#5 3 3" z r��790NS DA'mM 7 J L ><0 'Ile �FIELD ALTERAMON CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO DOUBLE MAKING ANY STRUCTURAL FIELD 2X4 LEDGER MODIFICATIONS WHICH MAY VARY 2X4 TOP PLATE FROM THE INTENT OF THE ORIGINAL FASTEN TO TRUSS CONSTRUCTION DOCUMENTS.ANY o FIELD ALTERNATIONS MADE PRIOR TO -------�0_ Li H w/2-12d COMMONS BEING APPROVED BY LOU PONTIGO ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR - INSPECTION FEES. HTS20 STRAP. WRAP AROUND MAIN HOUSE TOP - \ PLATE 16 GAUGE 24" STRAP AT EACH SIDE OF EACH ><1 CORNER (6 TOTAL) DOUBLE 2X4 TOP PLATE MAIN HOUSE WALL 16 GAUGE 24 STRAP (2)MSTA2 AT SAME ELEVATION AS SHEATHING AT EACH SIDE OF EACH L HOUSE TOP PLATE CONTINUOUS THRU C NEY FRAMING CORNER (6 TOTAL) HIM WALL SHEATHING V HTT5 (1 AT EACH SEE CONSTRUCTION OUTSIDE CORNER, SPECS 2 TOTAL) 4- Ln MAIN HOUSE HEADER EXTERIOR WALL PER DOUBLE 2X4 STUDS —,---' AT CORNERS /—FRAMING AROUND MAIN HOUSE TOP F PLATE HTS20 STRAP. WRAP AROUND MAIN HOUSE TOP —\ PLATE MAIN HOUSE —EXTERIOR WALL 17 16 GAUGE 24" STRAP FLOOR AT EACH SIDE OF EACH TRUSS CORNER (6 TOTAL) HTS20 STRAP. WRAP AROUND MAIN HOUSE TOP 7 DOUBLE 2X4 TOP PLATE DOUBLE PLATE MAIN HOUSE AT SAME ELEVATION AS 2X4 STUDS HOUSE TOP PLATE TOP PLATE AT CORNER I>< J J (2)2X6 HEADER 016 2X4 STUD �—ABOVE CHIMNEY m OPENING _'*�(2)2X_ STUDS L LTT20B w/ THREADED MAIN HOUSE WALL ROD EPOIXIED 6" MIN.— HTT5 w/: /6" SHEATHING L HTT5 (1 AT EACH RECESSED IN SLAB THREADED !ROD-, CONTINUOUS THRU MISC EPDXIED 6" 'MIN. OUTSIDE CORNER, CHIMNEY FRAMING FASTEN STUD TO MAIN I "HOUSE STUD w/2—ROWS 2 TOTAL) FRAMING OF 12d COMMONS @ 12" O.C. WALL SHEATHING JL SEE CONSTRUCTION I Ai to 1--N SPECS 2X4 STUD @ 16 AND L -T ====F-- 1[-- 11 11 11 -1 SOLE PLATE ANCHOR ELEVATION (MINIMUM 2 PER SIDE) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DMENSION 5 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. SIDE OF BUILDING ATTACHMENT PLAN NAME SCHANTZ RESIDENCE DESIGN/DRAWN/CHECKED CS / MK /LAP CH DATE r2 IMNEY FRAMING FULL HEIGHT WALL ELEVATION 09.16.16 CONTROL NO. 5906 TRUSS I D. LPA NO. SIGN-16-00733 SHEET OFFICE COPY SO*3 SHEET 4 OF 10 N- 117 rF SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL S1.01 DESIGNATES SLAP RECESS Fr-, Lou Pontigo and F2.0 @ SLAB X ------ BEAM OR TRUSS, SEE PLAN Associates, Inc. y y-V z�y Y'ejf X X X X X X X X X AX X 9 ELEVATION XX S1.01 420 Osceola Avenue jax. Beach,Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 W rF 2.0 F2.0 F2.0 F2 \�\5 I". P0 -�01 40, *1 1 % PROVIDE SAW CUTS PER % 0 J 5/S1.01, BUILDER TO COORDINATE WITH FINISH No.S33 SAWCUT rg FLOOR MATERIAL. \�L-Vi 0 ?IDN < L S1.01 J.5 F2.5� L Luis A. Ponti&'� P" x x x x x x x PROVIDE 2 FL PE#533�-] -#4x4 -0 MONO FOOTING TO STEMWALL CORNER CRACK BARS S1.01 AT SLAB MID-DEPTH. (O'o�ISIONS DAT�E W/ 2-#5x3O" DOWELS \�LO�1 E:PDXIED 6" MIN. (TYP) (TYP) 4" CONCRETE SLAB w/ _11\_FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VA:)OR BARRIER IN PREPARED GRADE.-\\ 713 S1.01 rFIELD ALTERAnON CONTRACTOR SHALL CONTACT LOU 4 P-13PI L MAKING ANY STRUCTURAL FIELD i lop PONTIGO&ASSOCIATES PRIOR TO 21-2 to 80-2pp 4 16P-51' F 'J\ 4o L FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO Bt ASSOCIATES MAY RESULT IN 6 ^6 6 ADDITIONAL ENGINEERJING OR L S1.01 S1. S1. 1 _C14 7-0 __j 2.c- F F2.0 F2.0 7 r L_ NIONO FkOTFINC !.0- S1.01 STEMWALL w/ 2-#5x3O E S 6 M NO FOOTING TO STEMWALL L ^X EPDXIED MIN. (TYP) -1 w/ 2-#5x3O" DO EL 00 S1.01 \'S1.0) $-310 10 EPDXIED 6" MIN. TYP) p -0)p PROVIDE 2-#4x4 (0 CORNER CRACK BARS 6 AT SLAB MID-DEPTH. >< (TYP) 91 n ksi.oiji 3 'Sk................ F2_0 00 7 .01 S1.01 Lf) LL� U I MONO FCOTING TO ^7 STEMWAL_ w/ F2.5 ��l-�01 2-#5x3O ' DOWEL� P) EPDXIED 6" MIN, (T�i ^10. \'S1.0j/ .-J L L= rd 5 -PF.-T 1 7 S1.01 SAWCUT F2. S1.01 \'S1.01)Il LAB :D :DI 0 0 0 1 ELEVATION 0 2p-0ptX4p-0ftx1 20" < U) U) Cn DEEP ROOTING w/-/L U) I F2 0 P2 0 F 2 0 0 E2. < #5 @ 12" O.C. E.W )000 108 S1.01 S1 01 3 F-1 - SAWCUT r3 FOUNDATION S1.01 3 < .01 PLAN ^1OB 0 V 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A OMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR _j /* �'Si.01) PLAN NAME FOOTING SCHEDULE AND NOTES DESIGN/DRAWN/CHECKED 4 TYPE LENGTH WIDTH DEPTH BOTTOM BARS 3 F2.0 2o-O" 2#-0" it-090 3-#5 EA. WAY BOT. CS / MK /LAP S1.01 DATE F2.5 2#-6$# 2#-6" 1 t-08F 3-#5 EA. WAY BOT. 09.16.16 F3.0 S-O" 3 0-090 it-090 3-#5 EA. WAY BOT. CONTROL NO. F3.5 3s-6" 3#-6" 1 o-O" 4-#5 EA. WAY BOT. FOU NDATION PLAN 5906 F4.0 4#-Om 41-0" ij-0" 4-#5 EA. WAY BOT. to 11-Opp TRUSS ID. F4.5 48-6" 4o-6" is-o" 4-#5 EA. WAY BOT. SCALE: 1/4 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS SIGN-16-00733 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S190 PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 5 OF 1 0 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMI G ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. 1#5 CONTINUOUS, PROVIDE CONSTRUCTION SPEC�S). Lou Pontigo and CORNER BARS (TYPICAL) 1 -#5 CONT., PROVIDE Associates, Inc. /7MONO SLAB FOOTING AT PORCHES, SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL HEN SPECIFIED ON PLAN. CORNER BARS (TYR.) 420 Osceola Avenue BLOCK w/ 1-#5 CONTINUOUS Jax. Beach, Florida 32250 SEE ARCH PLAN SLAB ON GRADE, Ph.242-0908 Fax.241-9557 SLAB ON FL:CA# 8344 SC:CA#3579 SEE PLAN. 5 2 GRADE, SEE PLAN. GRADE OR CONIC. AT WALLS GREATER THEN 4, SLAB, SEE PLAN C 4'-0" HIGH, NOTIFY E.O.R. 0 0 FOR TEMPORARY BRACING - ;i YO. 00— LAYOUT PLAN. 8 C U I WALL W/ SLAB ON SH OWEIR PAN SLOPES TO DRAIN, SEE ARCH #4 VERTICAL DOWELS @ 24" 0.C. dS STEMWALL REINFORCEMENT -7 GRADE 4 77, PLAN. �AAINTAIN 4" MIN. SLAB THICKNESS. 90- BEND INTO FTG. 4 it Cmu 0- 4. SEE PLANI C-0 0 REINFORCING 4 co T-1 17! 4 COURSES #4- DOWEL TO -MATCH I!D P� WALL REINFORCING. 16V < 1 TO 6 #4 VERT. @ 48"O.C. 0 Ld _j ONT. CONCRETE FOOTING ro 011 7 TO 10 #4 VERT. @ 24"O.C. :04 -1.0 A 4 STEM WALL, SEE 1 /S "*��CONTINUOUS CONCRETE 11 TO 12 , #4 VE R T. @ 8"0.C. 8 x1 6" 1-STORY, w/(2)#4 CONT. -3" CLEAR FOOTING L u i s A. Pontigo, PE STEMWALLS OVER 6 COURSES TO Typ HAVE TRUSS TYPE HORIZ. JOINT 10 x20" 2-STORY, w/(3)#4 OR (2)#5 CONT. I- ...mmv"� REINF. BETWEEN EVERY OTHER 10,11 X20 DA-M COURSE. FILL CELLS SOLID. Ko� 17-90NS W/ 2-#5 CONT. STEM WALL EDGE AND FOOTING FOOTING ),A// SHOWER RESESS GARAGE STEM WALL k, -�01 (SIM. AT PORCH EDGES w/o WALL) S1.01 (IF REQUIRED) ��O 1 (IF REQUIRED) r�FIELD ALTERA'nON CONTRACTOR SHALL CONTACT LOU PONTIGO Et ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN STEP, SEE ADDITIONAL ENGINEERING OR INSPECTION FEES. ARCH. 4 (4 M A X.) EQUAL TO SLAB THICKNESS. #3 BENT BARS @ 7B @ SLAB RECE 18" O.C. w/ 2 1-01) TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. AND ANCHORAGE PERN,,,,,, (WHEN STEP IS GREATER BRICK VENEER IS CONSTRUCTION SPECS. THAN 20 ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING 24 MAX STEP SLAB ON 1" DEEP SAWCUT w/ WALL FRAMING SIZ E. A SLAB ON GRADE a 4 GRADE 2-05 CONT. T_\ SEE" ELASTOMERIC SEALAN S30EE PLAN STEP, SEE ARCH. PLAN. PLAN. 4 %,,-SLAB ON GRADE, SLAB ON 4 '4 SEE PLAN. 00 GRA 4 DE$ -SEE PLAN. NOTES: 4 ., N 1) PROVIDE SAWCUTS TO tREATE 01 6' :MAX. SQ. APPROXIMATE 16 X 8 x16" THICKENED 2) SAWCUT CONC.� SLAB WITHIN 4 TO W/ 2-#5 CONT. 12 HOURS OF tONC. PLACEMENT. OPTIONAL 8"Xi 6" 3" 1-STORY, w/(2)#5 CONT. 2" FLAIR 8"x20" 18"X16" 1-STORY, W/(2)#5 CONT. 8 x1 6" w/(2)#5 CONT. 2-STORY, w/(2)#5 CONT. 8"x e--2-STORY, w/(2)#5 CONT. N BEARING AT INTERIOR I/�7 MONO. FOOTING AT STEP-DOWN TALL MONO. FOOTING AT STEP-DOWN SAW CUT DETAIL r6 -�01 SCALE: 3/4" 1'-0" \�'-�-o 1 1\�_o 1 U Ln TYPICAL WALL FRAMIN E3 AND ANCHORAGE LD PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE TYPICAL WALL FRAMING 4- CORNER BARS (TYPICAL) "/4" TYPICAL WALL FRAMING )` AND ANCHORAGE PER 12" HOOK INTO SLAB. MATCH DOOR AND ANCHORAGE PER FOR MONO-FOOTING CONSTRUCTION SPECS. WITH, SEE ARCH. RECESS CONSTRUCTION SPECS. NOTES, SEE TYPICAL I " SLAB ON A Y2" EXPANSION JOINT-\ 4. GRADE, MONOLITHIC EDGE FOOTING SEE PLAN. DETAIL 8/S1.01 SLAB ON SLAB ON -SLOPE IF REQ1D GRADE, PAVING SLAB ON_,�,,_ SLAB ON BY BUILDER X—X—> EE PLAN GRADE, z r GRADE, GRADE, r 12"xl 2" 1#5 CON T. __Is FOUNDATION IDETAIL 10B SEE PLAN. 1z- SEE PLAN. SEE PLAN I E.J. X 4 V) MATERIAL DETAILS Co SLAB ON A ALT. FOOTING AT GRADEP 0 _0 FLOATIN BUILDERS DISCRETION. BRICK VENEER, Z�,Lt PLAN. 40, 1-11 ALT. FOOTING AT PORCH SLAB SEE ARCH. N '14 BUILDERS DISCRETION. SEE 1/S1.O1 FOR 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DINIENSION IS -AL� UNCLEAR REFER TO THE TYPICAL NOTES. 3 @ 48" 0.C. OR ARCHITECTURAL DRAWINGS OR THICKENED EDGE 4 DETAIL 1 OA ROD CHAIRS (TYP.) w/ 1-#5 CONT, 24 3-#4 HOOKED REINFORCING, 2 VERTICALS 8" O.C. LAN NAME 12 1-STORY, w/(2)#4 CONT. 00 4./ O_ SEE SCHEDULE. 16 SCHANTZ RESIDENCE 2-STORY, w/(2)#5 CONT. 8 ISOLATED FOOTING, DESIGN/DRAWN/CHECKED 6 6 x8" EXTENSION FOR BRICK CS / MK /LAP LEDGE ADD 1-#5 CONT. DATE BRICK LEDGE DETAIL THICKENED SLAB ISOLATED FOOTING 09.16.16 STEMWALL FOOT�NG W/ FLOATING PORCH SLAB CONTROL NO. MONOLITHIC EDGE FOOTING S1.01 S1.0 S1.01 SCALE: 3/4" V-0 TRUSS ID. -�01 SCALE: 3/4" V-011 LPA NO. SIGN-16-00733 �SHEET OFFICE COPY S1601 m ov7 7d SHEET 6 OF 10 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---- LINE DESIGNATES SIDE OF WALL THE SW NAILING: L SW NAIUNG: L SHEARWALL SHEATHING TO BE APPLIED. SW NAILING: 8d0311/611 OdW-/6- 8d 0 j DESIGNATES 8d COMMONS 0 J# 8d03"/6pp 3" O.C. EDGE & 6" O.C. *IN THE lop ((2)2x10-1/3 e. FIELD" 6x6 P.T. SYP#2 PO'S)T r% - F, __; DESIGNATES THE HEADER SIZE, NUMBER CANTILEVER PORCH CANTILEVER PORCH -, A a; (2)2x8-1/2 OF PLYS, & JACK/KING STUDS NEEDED BEAM TO SUPPORT W/ABU66. SEE DETAIL -BEAM TO SUPPORT Z,N1 TO SUPPORT HEADER. 2/S0.1. (TYPICAL) Lou Pontigo and RAFTER ABOVE RAFTER ABOVE Associates, Inc. 1111-71 DESIGNATES INTERIOR LOAD BEARING WALL. X 420 Osceola Avenue (2)2xl 2 (2)2xl 2 (2)2xl 2 BEAM OR TRUSS, SEE PLAN )ax. Beach,Florida 32250 Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA# 3579 \-LUS210-2 HANGER LUS210-2 H AN GE R-/ A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 8/SO.O X 04 / C14 A307 DIAMETER FULL HEIGHT C�4 STRAP HEADER EA. 13 X5 THREADED ROD, SEE DETAIL 8/SO.O X X END w/ (2)MSTA24 04 %4' (s4 A307 DIAMETER THREADED ROD w TERMINATES AT FIRST FLOOR TOP CS SEE 3/S0.1 FOR BEAM SW NAILING: AILING: PLATE, SEE DETAIL 8/SO.O % C,ONN. (TYPICAL) /6 8d0311/611 d X A307 DIAMETER THREADED ROD e_ '0'#%;(o I D N e_ 04 C> �v TERMINATES AT FIRST FLOOR TOP % .25" VL-N 11 04 1 PLATE, SEE DETAIL 8/SO.O 2-5" LVL ((2)2xl 2- 9 9 5 1 0� TRUSS ABOVE % (95 L E% SIMPSON HTT5 W/ %*0 THREADED STRAP HEADER EA 3.5x7 1.8E 3.5x7 1.8E ROD EPDXIED 8" STRAP H ADER EA. J& %N1 END w/ (2)MSTA24 STRAP HEADER E,4 STF AP HEA R EA.-/ P.ARALLAM PSL PARALLAM PSL L u i s A. Pontigo, PE END W/ (2)MSTA24 END w/ (2)MSTA24 END (2)M 24 POST POST WALL STUD SCHEDULE FL PE#53311 (0 X 04 PLATE STUD SIZE 0-1% LOCATION HEIGHT & SPACING r;i 71SONS DA-TE EXTERIOR 2X4 SPF#2 0 16* O.C. z MAX L_____ 10,_1 2x6 SPF#2 0 16* D.C. 2E N I MAX 2x4 SPF#2 0 12* O.C. < z Ld LLI EXTERIOR IV-1 TO 2x6 SPF#2 0 16" O.C. to > > 14'-0* 0_T_ 10 10,-0* 45 3 /TR E 4A S END w 2 15 r_ pI w INTERIOR 2x4 SPF#2 0 16- O.C. < m m 00 MAX I I I 2x4 SPF#2 0 12" O.C. 04 INTERIOR 12'-0" 2x6 SPF#2 0 160 D.C. 00 V) U) 10-11 MAX 04 (V/)L U) :3 :D Or- 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE Koo FIELD ALTERA71710N 5 1 _j 2.) MINIMUM STUD SIZE AND SPACING ARE SHOW. CONTRACTOR SHALL CONTACT LOU r% CONTRACTOR MAY INCREASE STUD SIZE TO MEET PONTIGO&ASSOCIATES PRIOR TO ARCHITECTURAL REQUIREMENTS. MAKING ANY STRUCTURAL FIELD V_ F TEN TOP OF A[ L MODIFICATIONS WHICH MAY VARY I I z to 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN FROM THE INTENT OF THE ORIGINAL (0 _j YELLOW PINE. CONSTRUCTION DOCUMENTS.ANY X PER DETAIL EfSCA < FIELD ALTERNATIONS MADE PRIOR TO N 11 (4) SPF#2 z 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. BEING APPROVED BY LOU PONTIGO a C14 1:) X POST. (4)2x4 SPF#2 (4)2x4 SP--#2 ASSOCIATES MAY RESULT IN POST. POST. C(_2)2x8-1/1j CK) 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS ADDITIONAL ENGINEERING OR Alp% TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. INSPECTION FEES. VA,XAV-1 TRUSS BOVE d_"__ % n---------------------- ---- SHEARWALLS FASTEN TOP OF WALL zz (2)2x6-1/1 9Y4 _qP 5 Z I U ,,-�_PER DETAIL 6/S0.1 ZAL NOTES NAILING: GENEP d0311/6pp (("W8 10 _j 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. OSB WALL_/ CN SEE WALL STUD SCHEDULE THIS SHEET FOR STUD X FASTEN TOP OF WALL z SIZES AND SPACING. AT GIRDERS AND BEAMS, -0 SHEATHING. PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PER DETAIL 6/S0.1 00 3: PLIES. ri 0 N )2x SP 2 / 1 2. SEE SHEET SO.0 FOR ROOF AND FLOOR OSB WALL SHEATHING SPECIFICATIONS. TI PE ___�---7_SHEATHING.1 2)2x6-1/1 C%4 2x6 WALL /11 1 1 1 N 1r__ 00 3. MERE FRAMING MEMBERS CONSIST OF MULTIPLE X X C14 04 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES C14 TOGETHER PER DETAIL 6/SO.O C14 SW N ILING. A )2X4 S 4. INSTALL SOLE PLATE ANCHORS PER DETAIL L e.\11 POST. z 2/SO.O C14 \_OSB WALL 6. AT SHEARWALLS, PROVIDE DIAPHRAGM < CHIMNEY FRAMING SEE DETAIL 1/SO.2 (SIM) SHEATHING. z ATTACHMENT PER DETAIL 6/SO.1 z SEE 2/SO.3 3:: 00 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT > I FASTEN' TIOP . OF WALL / I TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1 LIJ I X PER D TAIL 6/S0.1 z 0 �0 9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING 04 00 AND HOLD DOWNS TRUSS ABOVE 5 5 5 5 5 _7 LID C(2)2x6-1/ 2)2x6-1 C(3)2xl 2-2/� ((2)2x8-1/ .2)2x8-1/2 3.5x7 1.8E G 2x6 WALL PARAL AM PSL (2)2x6 SPF#2 0 121, 0.C. \_SEE 3/S0.1 FOR BEAM POST FULL HEIGHT WALL. CONN, (TYPICAL) 7 7r 7r 7r 7r 7r SW NAILING: SW NAILING: 8dC113"/6" UO3"/6- L _j �SO.3) LUS210-2 HANGER UF� SEE DETAIL 2/SO.2 (2) (9)?x12 P,T_ 9x12 P_T_ (2)2x12 P_T_ (2)2xi? P_T_ (-?)gxl? P_T_ P Al CANTILEVER PORCH 6x6 P.T. SYP#2 POST X BEAM TO SUPPORT LD W/ABU66. SEE DETAIL DECK JOIST ABOVE SEE DETAIL 1/SO.2. 2/S0.1. (TYPICAL) 6) F j y � 11 2x6 WALL---L/_ - IST FLOOR 2x6 WALL X. FRAMING SEE DETAIL 1/SO.2. X PLAN X DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR 2x6 WALL (2)2x6-1 2)2x6- PL AN NAME SCHANTZ RESIDENCE SW NAILING: DESIGN/DRAWN/CHECKED SEE DETAIL 1/SO.2. 8dO3pp/6pp e- CS / M K LAP DATE 09.16.16 CONTROL NO. FIRST LEVEL ;, WALL FRAMING PLAN 5906 I$ TRUSS I D. SCALE: 1/4 LPA NO. SIGN-16-00733 SHEET OFFICE COPY S101 SHEET 7 OF 10 -7 LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. 12 2x1 0 SYP#2 ROOF' RAFTERS S0.1 FRAMING PLAN N071ESm PROVIDE FULL DEPTH I. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE 0 24" O.C. PAIRED w/ 2x8 SHEET SO.O. BLOCKING BETWEEN EA. CEILING JOISTS 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. RAFTER OVER SUPPORT El 141 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET M& Lou Pontigo Mnd j 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION W/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 1 5. WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUMBER, 420 Osceola Avenue __T I PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE 2x10 SYP#2 P.T. LEDGER FROM EACH Jax. Beach, Florida 32250 INSTALL OVER Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 OSB SHEATHING lo SHEATHING @ RAFTER & CEILING JOIST ELEV. AT PORCH SOFFIT oo SEE 2/S0.1 , X, FASTEN w/ (9)1 Od 0 lo �/Iz 24 O.C. MAX E13. I /VS r5 SO.0 N Ez 311 SHEATH CONT. THRU �So.q/__ Cm "I I I US Is 0/ LOW ROOF TO 1 ST �o A 0/1./ STA LE EL BOTTOM PLA log k oll/ 0 R Xz -(2)HTS1 6 SO.2 E) E15-3PLY zzz III z z U 07- zo, 00 -1 A._1 I 9XF tI Luis A. Pontigo, PE HTS1'69. 2 HTS-1b i 2)HTS1 6 24- D/C FL PE#53311 2 4" )/C _j _j Lr) 00 _j m U') U-) ��1_90NS DAM m m Li- I I n (0 m m 'I I ' RUSS MUST BE T r5 I I I .... I 1 11 111 SHEATH CONT. THRU DIRECTLY BENEATH N&O/ K1 C_ 11 1[ LOW ROOF TO 2ND I LL A OVE ------------------- ---- Jul LEVEL BOTTOM PLATE L JIIL -1 . r -I L21-2PM U rRELDLTERA"no A N L 0 1 CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO r IT MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY L L FROM THE INTENT OF THE ORIGINAL X III _m CONSTRUCTION DOCUMENTS.ANY 11.25" LVL VALLEY FIELD ALTERNATIONS MADE PRIOR TO OSB BLOCKING PER BEING APPROVED BY LOU PONTIGO a ---DETAIL 6E/S0.1 ASSOCIATES MAY RESULT IN ../FASTEN EA. END w/ m ADDITIONAL ENGINEERING OR (3) A35 a- JI " //-(2 H Ts, fo h I I ill� -11 IL L j L FTG1 3-3PLY 2 H T S 1 -(2)HTS Jk_ J VALLEY TO RIDGE w/ IL H1 7-2PLY (4)1/4 OX6" LAG SCREWS Ir F1 1 W > 1 I- Sim o F1 24" O/C > .4 WIV I oil r k SO.1 2x6 SYP#2 RAFTERS o OSB BLOCKING FIER @ 24" O.C.-0 No. F10 , -%..% DETAIL 6E/S0.1 z z z z =0 . 1 11 , L z z Z z _wI z ZI Z jl 2x12 SYP#2 VALLEY oo, 00 24- O/C FASTEN EA. END w/ LATERAL X-BRACE (2)HTS (2).H TS 1 (2)A35 SEE 5/SO.2 00, L rl 2 ftw. LL_ SO.1 CHIMNEY FRAMING F9 SEE 2/SO.3 moo rd m FULL HEIGHT WALL. 241-0 T7 p/C 2x6 SYP#2 RAFTERS ov-(2)HTS1 (2)HTS1 6 @ 241, O.C.--l" J L ----------------------- L L C11 0-3PLY I L IF r_� z Z z I ... 7 e- 2x8 RIDGE FASTEN TO 2x6 OVERFRAME RAFTERS: 00 TRUSS TOP CHROD w/ "Z" @ 24 O.C. W/ OVERFRAME 2x`10 SYP#2 P.T. LEDGER (2)A35 INSTALLED OVER -7 LEDGER SEE 11/S0.1 \,,.,.SHEATHING FASTEN w/ HEATH CONT. THRU (4)10d AND (4)Y4 OX5" L 9 LOW ROOF TO 1 ST LAG SCREWS @ 24" O.C. I LEVEL BOTTOM PLATE V3 (INTO TRUSS VERTICALS) LEDGER CONT. AT THIS LOCATION 00 00 LD SYP#2 P.T. PROVIDI El III OFIRTH 2x10 SYP#2 P.T. DECK JOISTS @ �RIMBOARD RI 0CKING BETWEEN EA. JOIST OVER SUPPORT 16" O.C. FASTEN TO LEDGER w/ 07 LUS210 OR HUC210 r5 SO.0 TRUSS ROOF RAFTER NOTES: STRAPPING NOTES C8 A A A A STRAP TRUSSES AND ROOF RAFTERS TO BEARING 4 WITH 2-12d TOENAILS & 2-SIMPSON H2.5T UPLIrT STRAP UNLESS OTHERWISE NOTED TRUSS 5 '01 PLACEMENT 1jD1 11 �0 HANGERS ON JOB ARE AS FOLLOWS PLAN A I UNLESS NOTED OTHERWISE r5 SO.0 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DMENSION IS APPLICATION PART APPROVAL UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR 66 SCHANTZ RESIDENCE Di 2 1 -PLY TRUSS HUS26 FL1 0655- 24 2- PLY TRUSS HGUS262 FL1 0655. 1 PLAN NAME DESIGN/DRAWN/CHECKED 1! 2 3- PLY TRUSS HGUS283 FL1 0655. 2 C LAP MK 50.1 FLOOR HHUS48 FL1 0655. 3 DATE 09.16.16 CONTROL NO. .00R TRUSS. PLACEMENI"' PLAN 5906 TRUSS ID. SCAI E: 1 0 1/4 LPA NO. NOTE- SIGN-16-00733 1. FASTEN ROOF TRUSS70 TOP PLATE w/ 2-12d TOENAILS AND SHEET UPLIFT CONNECTOR, SEE PLAN. OFFICE COPY Sle2 5 F7Mm om7 0 SHEET' 8 OF 10 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SW NAIU""- SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 Y O.C. EDGE & 6" O.C. *IN THE FIELD* DESIGNATES THE HEADER SIZE, NUMBER (2)2xB-1/2 OF PLYS, 8c JACK/KING STUDS NEEDED TO SUPPORT HEADER. Lou Pontigo and Associates, I nc. DESIGNATES INTERIOR LOAD BEARING WALL. 420 Osceola Avenue jax. Beach, Florida 32250 BEAM OR TRUSS. SEE PLAN Ph.242-0908 Fax. 241-9557 FL:CA# 8344 SO CA#3579 ANCHOR LEGEND A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 8/SO.O 0 A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 8/SO.O SHEATH CONT. THRU STRAP WALL STRAP WALL No.53 LOW ROOF TO 1 ST PER DETAIL PER DETAIL )C A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP LEVEL BOTTOM PLATE 3/SO.2. 3/SO.2. V STRAP WALL PER DETAIL 3/SO.2. PLATE. SEE DETAIL 8/SO.O STATE F 1: 4 . (2)CS16 @ BASE 4�7 A307 DIAMETER THREADED ROD #�-* : �i . T -T'" �j w Alm. PLATE, SEE DETAIL 8/SO.0 OF STU TERMINATES AT FIRST FLOOR TOP 6" % 40R10 DS (95 IN 4 ,17 - __ . C(2): x6=-i C(2)2x X- I ' 4 1 10-1/2� (2)2x6 SHEATH CONT. THRU (2)NO-0-1/21� 5 SIMPSON HTT5 w/ 5/sm0 THREADED % 5 ICO LOW ROOF TO 2ND Ix A ROD EPDXIED 8" z Luis A. Pontigo, PE -RAP HEADER LEVEL BOTTOM PLATE STRAP HEADI WALL STUD SCHEDULE PER 4/S0.1 PER 4/S0.1 5 FL PE#53311 z SO.1 PLATE STUD SIZE '0 LOCATION HEIGHT & SPACING 00 E ITS I CONN S U3 xz� DATE 'd V) 96-1w 2x4 SPF#2 0 16- O�C. EXTERIOR MAX z 0 X 1O`_1 2X6 SPF#2 0 16" D.C. 04 EXTERIOR MAX 2x4 SPF#2 0 12* O.C. 00 O�N U) N 1O'_1 TO (2)CS1 6 @ BASE EXTERIOR 2x6 SPF#2 0 16* O.C. 14'-0* OF STUDS INTERIOR 10'-0" 2X4 SPF#2 0 16" O.C. MAX GIRDER L21 Xk I INTERIOR 12$-on 2X6 SPF#2 0 16* D.C. QL MAX 2X4 SPF#2 0 12" O.C. X 0 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE FIELD ALTERA7n0:N:)I H VA/ 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR SHALL CONTACT LOU :HV HVA 00 CONTRACTOR MAY INCREASE STUD SIZE TO MEET PONTIGO&ASSOCIATES PRIOR TO ARCHITECTURAL REQUIREMENTS. MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 3.) SPF DENOTES SPRUCE PINE nR.. SYP DENOTES SOUTHERN FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY _j YELLOW PINE. FIELD ALTERNATIONS MADE PRIOR TO :R 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. BEING APPROVED BY LOU PONTIGO a z ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR 3.. 00 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS INSPECTION FEES. TO CONCRETE SLAB W/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 2/SO.O FOR ADDITIONAL ANCHORS AT SHEARWALLS X 'N' 0 CID m m GENERAL NOTES CD :3 X ry U) LLJ Lij X 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. 0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD F- SIZES AND SPACING. AT GIRDERS AND BEAMS, (-C PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER F- PLIES. < 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. ol 0 0 N 3. W1-iERE FRAMING MEMBERS CONSIST OF MULTIPLE 16- PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES X TOGETHER PER DETAIL 6/SO.O C14 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/SO.O 0 6. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 6/SO.1 (2)CS1 6 @ BASE CHIMNEY FRAMING OF STUDS 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT z 0 SEE 2/SO.3 'a - TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1 00 STRAP HEADER X C%4 9. AT PORCHES. SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS C14 (2)2x6,=-1/1 W)2x6 )2x6-1/1 ; 1/1 5 C 71/1 5 � 11 PER 4/S0.1 SHEATH CDNT. THRU 2)2xl 0 /2� LOW RCOF TO 2ND (2)2xE, SPF#2 @ 12" O.C. LEVEL BO - OM PLATE FULL HEIGHT WALL SHEATH CONT. THRU q LOW ROOF TO 1 ST SHEATH .31 NT. THRU SW NAILING: SW NAILING: LOW Ro DF TO 1 ST LEVEL BOTTOM PLATE 8dO393/6 19 8d0301/611 LEVEL BO_'__OM PLATE �SO.3� U Lf) ----------- LD (2)2x6 1 2 FLOO FRAMING PLAN 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWRNIGS OR CONTACT THE E.O.R.. PLAN NAME SCHANTZ RESIDENCE DESIGN/DRAWN/CHECKED ID A MING PLAN CS / MK /LAP SECOND LEVEL WALL F1'%,f-% DATE ,SCALE: 1/4 09.16.16 CONTROL NO. 5906 TRUSS I D. LPA NO. SIGN-16-00733 SHEET OFFICE COPY S103 SHEET 9 OF 10 SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES., 1. FOR TYPICAL R" SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS. SEE PLAN. MIN. (I)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET Lou Pontigo and 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE jax. Beach, Florida 32250 FROM EACH OTHER. -0908 Fax.241-9557 Ph.242 FL:CA# 8344 SC:CA#3579 fvd��% C 5 #0 No. S .0 Te NA Ilk IN 00*OF?10 r IF ool Iftft-Wft ao- ftft dow ftft I Luis A. Pontigo, PE dow dow -ftft -------- FL PE#53311 I TO r"TETISONS DA �E < < H V HVA N all 1^2 FIELD ALTERA-nON SO.1 r CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO X MAKING ANY STRUCTURAL FIELD SO.1 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY WAW. FIELD ALTERNATIONS MADE PRIOR TO I I I L BEING APPROVED BY LOU PONTK30 a ADDITIONAL ENGINEERING OR INSPECTION FEES. CHIMNEY FRAMING CC SEE 2/SO.3 0 J "I o ow Ila dwo op ao. I -*ft-,.al -w o. -ft- dO' w. -ftft dOW ow --ft o.Ila ftft Ln 'V 'V F-V NZ I V 1z IV rv�,NZ .-,I I NZ Ne, ft! imll 12?1 &1 NZ 11 1/ z"Qft*41,p=2wft=*w Mit=*"N/ N/ Nofl Ne IV Ny N/ -A- Nve I TRUSS ROOF RAFTER NOTES: STRAPPING NOTES S !.0 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 2—SIMPSON H2.5T UPLIFT f STRAP UNLESS OTHERWISE NOTED HANGERS ON JOB ARE AS FOLLOWS 10 UNLESS NOTED OTHERWISE APPLICATION PART APPROVAL 1 - PLY TRUSS HUS26 FL1 0655. 24 2- PLY TRUSS HGUS262 FL1 0655. 1 3- PLY TRUSS HGUS283 FL1 0655. 2 I I I I I I I I ID:0:EI= FLOOR HHUS48 FL1 0655. 3 TDII. ISS PLACEMENT J-1 PLAN 0 NOT SCALE DIMENSIONS FROM T ESE H DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SCHANTZ RESIDENCE Ti DESIGN/DRAWN/CHECKED IVIK TkUS,';-.,, PLACEM CS LAP ENT PLAN DATE SCALE: N.T.S. 09.16.16 CONTROL NO. NOTE: 5906 1. FASTEN ROOF TRUSS TD TOP PLATE w/ 2-12d TOENAILS AND TRUSS ID. UPLIFT CONNECTOR, SEE PLAN. 2. WHEN USING (2)H2.5T --,.LIPS ON 114" WIDE LUMBER, PLACE LPA NO. CLIPS DIAGONALLY ACROS3 DOUBLE TOP PLATE FROM EACH OTHER SIGN.-16-00733 SHEET OFFICE COPY Sle4 WAM \HV \H VA,1 X12 I I SHEET 1 OOF 10