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1799 ATLANTIC BEACH DR - STRU. DWG'SI I I �. I � I I - � . USP CONNECTORS I I AILING TY ICAL DOJBLE TOP WINDOW SILL SCHEDULE LS I 131X3" TOE NAi�]_ I -.-.-.. --- _. .— ........- I 0. ILS I PI ATF I�Pl I 'F � . DESIGN CODE: INTERIOR 2014 FLORIDA BUILDING CODE - RESIDENTIAL . ZONE (PSF) DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 10 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. +25.6 -34.2 DESIGN LOADS: ACTUAL AND UNIFORM +22.9 -25.0 ROOF FLOOR 100 ROOF LOADING (cd=1.25) (cd=1.00) +21.8 -26.6 1 - TOP CHORD LIVE LOAD 20 psf 40 psf � - 7 psf (ARCH SHINGLES) 10 Psf SHEARWALLS SPACING In ; COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR -_ RIP (PSF): ZONE (PSF) I a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 1 +21.8 -26.6 1 - GARAGE DOOR PRESSURES (PSF) 1 CAR ,Q 4�-4" GARAGE +22.9 DOOR - 28.8 (S'x7') 4 8'- 4" 2 CAR (1)A34 + (4)12d TOE NAILS GARAGE +21.8 DOOR - 23.9 1 (1 6'x7') � - UPLIFT TYPICAL STUD NAILINa- ZAD ZXO = kt)) NAILt, 4'-O" MIN. SPLICE LENGTH FAS ENERS FL# CODE 2xlO: 2xl2 = (7) NAILS - FASTEN ALL TOP PLA wl (16) 0.13lxY NAILS SYP SPF 0.13lx3" END NAILS: 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPAD'ED 450 11 d ............ (2) 0 2x4, 14" LVL, 16" LVIL = (9) NAILS OF .13lx3 @ 12" O.C. STAGGERED. - 450 (9)10dx1'/2" t ___ (3) 0 2x6, ___ SYP#2 "CO QTQA -77c, A r, n ( r, ) i o.4 1 1 /_ " V A p,mr) _� SYP#2 DBL. HEADER, � A'_n" kAIKI I 585 495 (5)8d EA. END I — (4) 0 2x8. � ROUGH I DROPPED HEAD OPENING OR SILL PLATES MINIMUM END ,Q 4�-4" (1)2x4 SPF #2 (4)12d TOE NAILS < 6'- 4" (2)2X4 SPF #2 (5)12d TOE NAILS 4 8'- 4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS < 12'-O" (3)2x6 SYP #2 , (1)A35 + (4)12d TOE NAILS � A . TYPICAL WALL FRAMING NOIE_5: ROOF SHEATHING, P"MAX. TOP PLATE. PER PLAN. I . USP MTW12 1195 860 (7)1Odx1'/2" EA. END 1 SEE SPECIFICATIONS. I F - - I � � - --I_-_ I __ ___ ___ - � ___ - /_ - I , I I. . . . I I III I I - I - ­ - I 245 (12)1Odx1'/2" EA. END ALL WALL STUDS.. � 61 =====IF-= i . i i I i i I i I I— iii i ! ZI 11 ­_ -1 I ­­ /,\­ ­ ­_ � _* L � L / SEE 5/SO.O. ­ � _. --.,.,.^ -11, 11 III I' I =� I IUr- �_I­IURIJ Ur -/'\U LUMIJ 20 psf JILE SHINGLES) ps Uor- IV[ 0 1 � lu-�u I ��j ��)Iuu L-/-\. LANU Z. UZ:,t �)T!,-#/_ �UK ALL [Ut- - ULU%, INV UNLI _\ - -1 RAISED F_ BOTTOM CHORD DEAD LOAD 5 psf EDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END ATES. -AD IF SHEARWALL. :---j H F___ ON' BOTTOM CHORD LIVE LOAD 0 Psf . THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASID). THE REQUIR/E EADER I I I I I I 1 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 1105 1/2"O ROD 10 FTG. -1 I -_ -_ 1, : 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: SHALL BE PERMITTED 3. USE SYP#2 FOR ALL I _mzi I I \ � I I I I I I - -_ 1, - FASTENED w/ 3-0.131"x3" 1 0 psf ABOVE WIND PRESSURES HAVE BEEN R USP JUS28 (6)10 N\ K11', � � HEADER EA. END TYPICAL. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 1305 1305 d TOHEADER ,\ I 11 - -1 - - - - I -' SHEATHING MAY EXTEND 2" FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 . COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"o ROD 1-0 FTG. I -A- - I — I / ,, 0.75" MAX ANY CASE 4. ALL WALLS SHALL BE r— I I 11 ----- PAST BLOCKING- WINDOW ilk ,, I - 11 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. . F, 'I I e�ARCHED I ATTACHMENTS MUST I USP HTT22 5370 5370 5/, " 0 ROD TO FTG. BALLOON FRAMED FULL I I F_ I . T I L SYP#2 HEADER, WIND LOADING: HEIGHT TO ROOF OR FLOOR L - - - --- TRANSOM ANCHOR INTO 2x MATERIAL. 0 LINEAR INTERPOLATION IS PERMISSIBLE. 2535 5/8 " 0 ROD wl (1 2)16d - - i op TIC PER PLANS. BEARING ELEVATION, U.O.N. ON OPTION ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A P�ERMANENT TRUSS 8d S I I MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHO . 2535 r'/, " 0 ROD NI (12)16d PLAN. - �4,�� _t��j ",."", TO TALLER STUD w/ SEE RIGHT. I 0 D MINUS = SUCTION. BRACING BY OT . COMMON 2 -ROWS OF 10d COMS ----___, KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS I 0 3" O.C. _ SEE PLAN. OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1 1545 11455 1 (5)I/,"x2-1,/4. TAPCONS 1 5.) FASTEN BOTTOM PLATE OF � . 0 12" O.C. WINDOW SILL SEE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED ' INTERIOR LOAD BEARING FULL HEIGHT ANCHOR / BY 0.75 WHEN COMBINED wl DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND .. I AT TWO STORY CONDITIONS, THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/lOd MASONRY CUT NAILS @ \-TYPICALLY %" FULL I PLATE NAILINa- WINDOW SILL SEE PROVIDE SOLID BLOCKING BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH 1 48" O.C. MINIMUM. SEE HEIGHT THREADED -_ EACH END. E. WITHIN FLOOR SYSTEM AT ALL IMPORTANCE FACTOR - - - - - - - - - - - - - - - 1.00 4_9� 41,1- UPLIFT 0.13lx3" TOt NAILS: I I UPPER LEVEL POSTS & JACK __ DDITIONAL RODS 0 6'-O" O.C. (3) 0 2x4, I -_ SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS 1 (4) 0 2x6, ,�, I STUDS. MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT a I - � I �o 4`1� ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12 1 1 a A35 450 450 12-Sdxl 1/2 11 1 C446.4 I 1 (5) 0 2x8. . I 1� I � I SDWC15600 SCREW I BLOCKING -ONLY REQUIRED I SEE 8/SO.D� BUILDING CATEGORY - - - - - - - - - - - - - - - - 11 H2,5T 600 520 5-8d EA. END 11478.3 AT SHEARWALLS AND-\ PT. SYP#2 I � FICATION - - - - - - - - - - - - ENCLOSED I , �i . I I & I 1 -7 .�j � � I I - I EXPOSURE CATEGORY - - - - - - - - - - - - - - - C ,1`9-� DENOTES ED13E STRIP. I INTERIOR BEARIN P WALLP - , I � - � STUCCO FINISH. I . I I r- SEEC&C CHART HTS16 1150 1085 16-10d EA. E14D 10456.6 SEE PLAN FOR STUD SIZE : - - - - - - - - - - ± .18 1 1 ABOVE FOR 'a' DIMENSION MTS1 2 1000 860 7-10dxl'/2" EA. END 10456.3 AND O.C. SIDACIN . I A I IIII A I I A N1 � � [ I A I I � � INTERNAL PRESSURE COEFFICIENT I I I WALL SHEATHING , . **. 4 .I ­� 11 : . : � " � 11 . . 11 11 I 1� I . � FOR SPLICING �� ­ * I . I . . ., �. �­ �� i MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SI(STEM .� ­ I .1 � -. - FOUNDATION, SEE PLAN, 1. "I I I ,� .1 . ..I' -��' "7 � ", .,.-, � I . � I -.1 � �� � I . ,, " , _� HTS20 1450 1245 24-10dxl'/2" EA. END 13872.3 1 � � ,.. . . , , � - I - - � - , � I ., , 1 I , . . . , �,� ,1-11 t �.­,�,. . , � , I .. - . �. . � 1� ,� '� I � I . ..... 11 . I . I , I I I � . I 11 ; 4\, .1 .* , .. I , �. � . ��a_ I I I I d I " V�� - 4 ­ . I 1. - -V Z.� � _ � -1 I . ,4 � 77 " ", _v � I . 11 — I __J CONTINUOUS BLOCKING _SEE DETAIL l/SO.l .. " �,h I 111' . t I D ` ! - � � -�: �, �.- � MATERIAL SPECIFICATIONS -1 L- -f-I Ir- t� - I 16d COMMONS � OPTIONS. I ", , . , I -'r -a -'f- I t-1 WHERE POST IS ABOVE. I - I 1 12" Ill/,I' MSTA36 2050 1870 13-10d EA. END 13872.8 1 0 8" 0. C. ; I - I I � _\ . ' - MAX. -'MIN' \_ SOLE PLATE ANCHOR: I I I i I 1:) I -_ ) 18-16d TO TRUSS/BEAM 8d I I FLOOR SHEATHING,' - - ;- -1 WALL FRAMING AT WALL FRAMING AT SEE SCHEDULE HARDWARE AND ANCHORS: HTT4 3480 3080 . _ 11496.2 COMMON SEE SPECIFICATIONIS. I PLATE CHANGE CONDI ,nON RAISED HEADER CONDITI�N . DED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] _Ir_a� --f �a 1- 5/, " 0 ROD FO FTG. 0 3" O.C. �F IF I L I I BUILDER MAY CHOOSE EITHER THE DROPPED ,i ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM 9 - 1� I I I I HEADER CONDITION OR RAISED HEADER CONDITION. WALL FRAMING AT � WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE H TT5 5250 4670 1. 11496.2 I I I I � � DROPPED HEADER COND11ION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. � 7��/. 0 ROD FO FTG. I I I I I I/ �2 TYPICAL WALL FRAMING I . LL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER I I I I � EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS* LUS28 930 780 10655.113 T - THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-1 Od TO JOI 3T I "" I - I I -:�k I 111�0 " 0 - 'j * C N _ * - - � ED ER EADER. S . NA � tl:: /_ 1 085 / "6C , . 12�5 270 1 111L__�___7_111 18 7C 1 �__� 7 �� I _CSEE 5/SC RETROFIT RIEBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR __r r� ,g � I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PRO�_EDURES, OR I I I I I I � SOLE PLATE ANCHOR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 14-16d TO HEADER, 10531.36 L - - - - __j L_ ___: _j � -, - Q&`HOLD DOWN. LARGER THAN REBAR SIX AND '/," LARGER THAN THREADED ROD SIZE. I I I "I � (U � 0. N.) FORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOI ST - SYP#2 DBL. "L SEE l/S0.l._/ 1 2%�_',', 3x3x)/4" SLOTTED � I .THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT PL T SEE 5/SO 0. I I ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS, ABU44 2200 5/,,"o ROD EPDXIED 6" MIN 10849.6 TOP PLATE. � � - 1P //-To OUTSIDE BUTT JOINT--\ (DUAL CARTRIDGE INSTALLATION ONLY): I : I ABU66 2300 5/."O ROD EPDXIED 6" MIN 10849.6 I 3x3xY4" SLOTTED 11 1P EPDXY:ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIG IPILITIES: i BLOCKING ONLY REQUIRED 1 2 " I , I REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 J 1: WALL SHEATHING I I - � : 11 TO OUTSIDE � STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND ,UPLIFT, 10-16d TO SIUD/BEAM/POST STUCCO FINISH. I SEE DETAIL 1/SO.l - 1�_ - A � \ .� � WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEA�HING AND LTT208 1675 1675 - 11496.3 1 FOR SPLICING I PLAN \AEW � , , H LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED l -'/,"O ROD FO FTG, I � OPTIONS. d I BOUNDARY OF RATED SHEATHING, � ED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LST 12 805 , 695 10-10d 13872.5 i 12" 1 g SHEATHING. \ SEE GENERAL NOTES. — I I � . . . . . . .. . . . . . . . . . . . . . . .. . MODULUS (E)11900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, I FULL HEIGHT J4 /_ "I � I ARCHITECTURAL, MECHANICAL OR ELECTRICAL rCS16 1705 11705 11 3-8d 1 10852.1 SHEATHING EPDXIED 4" OR Y2"OW PT. SYP#2 _/ -, MAX. MIN. � .. I I __ ____ I TO BE I FSIMPSON TITEN HD. SILL PLATE. EXAMPLE OF PANEL . . .. . . 11 CONTINUOUS —INIERIOR BEARING EDGE w/ 81-OCKING 'I .. - GENERAL NOTES E CONSTRUCTION SPECIFICATIONS TO UPPER I SOLE PLATE BREAK WHERE REQUIRED BY-',,,,,: . . . . I .. � SECTION MEW GENERALNOTES. - : <' I' . . ] I FOR STUD SIZE � : . . .. . ) FLOOR SHEATHING SPECIFIC61IONS 1, AND O.C. SPACING. � I. I IVILIAL — MIN. 1/Z , Zl+/10, �rlr_AIMINU, INMILLU W/ U.! WX4 mmmi DHANK INMIL3 U 0 %J.%,. UJUL CX Q U.U. rIFLU M! Uf-�OL_L. L.Imu_,� ULUMLAZIL r-W.2L INAIL ar'MUIINV 1U 't U.L,. Mir-111NI 't—U U I . .7 � � . I . � . . . .. . I , I I I k . , .. � - I - .. # L. *, . I I ,­ - .: � __ . .. . . / - F . - . � "' � .- . - '"4 .. .. .. � ; . 7, z. I I � . . . . � � r . , . I : - I . , A � . : � (TYPICAL). . I I -11 I , 0 A. , . L , :...� � , A' ". , , . � I . I NOTES: ,. 1, �_ - . . - - . . : �. . �, , . _� I _T . , * , I " . 1 I WALL SHEATHI SPECIFIC TIONS: I I ­ I . - � . I 11�. . I . .`- I I i� _ 0 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS A � v I , . . . I 11 I . . . - . - - .. -.- .� _ 0 , ' _` . , � . � . ,,, I FLEXIBLE FINISH -'MIN. 7/,6 I 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d @ 6" O.C. EDGE,:AND 6" O.C. FIELD. SHEATHING SHALL 13E EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I . . I �t, , A , ,�.. ': * I I " ,� I BREAKS AND KING STUDS. � � NAILING TO INTERMEDIATE > FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I I I - - - L - - 11 L - - - - - - - _1 � 1, % SUPPORT IS 6" O.C. MAX. -j . . ___ ROOF STUCCO FINISH, -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Eld @ 6" O.Q� EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM E 2. WASHERS SHALL BE SLOTTED. 1�1, �, TRUSSES, OR I I I I � I I -1 I I � I I (UON). -FT M SONRY SPECIF -_ I - I I 11 � � 11 � I I I SINGLE ST Y MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XW PLATE WASHER, A 3"XYXV,"� W� V/2"O ROUND I t r, —FLOOR JOISTS. I MASONRY HAS BEEN' DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC153OAl-,05, GROUT SHALL BE IN ACCORDANCE WITH ASTIVI C476 WITH A MINIMUM OF 28 DA� COMPRESSIVE STRENGTH OF 7�1_ 1 _ 11 i � STEEL WASHER MAY BE USED. -1 I I I , , , 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/9 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. ., - I I ,. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. , , I I I /,' �l TYP. WALL SECTIONS r3"� SOLE PLATE ANCHOR DETAIL Et SCHEDULE ''I �1�11�1�', ROOF AND FLOOR SHEATHING NAILING � I I - - - I 1. I RY UNITS (CMU): I "I � � � �_ , �1­1, I" SCALE: 3/4" = 1* -O" '6000w, ,�, I CONCRETE MASON I I , I I I I I �SO.O� � SCALE: 3/4" = 1'-O" CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WI TH � MINIMUM ,COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL %� I � �-O ­­ '4'"''A" I i I I , ­ -N A, L I I ! _�', , , *�� H �fw HEIGHT EXCEEDS 5-0". ­11,� i, I , ��. I I T,E,-,,' I � " - � -. . I � , , I ,�, , -'@�IIIIIIIIII�6WQ LIM LFT$�'PROVDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY W ' H ' I ' - , 1, _�,'� � I , ", - V , I I - " _ I I -1 _,_61'.�_ , " 4�� 1 , 'M ­, - � 11 , , -- �­�'­ , , , �", 1 ­ "�-�� ­ - -�,� I , ,,*7 1 :-1 I , - � ,- � IV I � I - , I .1. I I .z I ,�� _01 - , -, I �1­ � I I- ,. z_ ,", , " �, _��-,' " � &��._,-&k�,. w�""` - ­ �r, 1, I 1 �, 1 I , , " -�, - - __ I _­ . I � - -, I ,- " `­ I � � I 'I- - � _ -1 ,� , , " I I I � ,- �­-­ ,,,�,,, lmmm%"OrF I I , I ­ I I ,� - I - , -,` "i � _'6CA&PNRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE ,,�, - , I "". � I- '1� - I I# "m , "Wo "MIN w - ,� - I __ , _m" )X T , , ' - F ;j , 64615 ­ �A---- , 0" - , ­ h 3 ,, , - � � �111111'� ,?�--,�"",�,--,�F",�-�,,���,��t," - MWALLS: ALL CONCRETE MASONRY,QNITS�'SHALL'b _�t` r 11Y 'A ,,, I '' E, 1 " 3 'Is - ­ I " , , , ,,,, -, �_,, I ,,- , � , , - � ", I � � ' , , 4-1-m-m-*� i "I '' � .. .. ... " � "_-00"_ , , " � - , I I , - _� , - ­, USED. GROUT ALL CELLS CQNTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CbNCRETE GROUT. SPLICES IN REIWN.RCIN%,-i., SHALL 13E 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HOGHT I �� � _�j 7i! 1: " ­ - i 1� � , I- I ,_� P - -, I jj,� _ - ,%,",0 .- " � p� I I "rllk 1, 11 I - O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF R INFORCM�fG �' - I - DICULAIR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR -��, _� k-11 (3) ROW OF 194" � . _',, � I - #4 @ 4'-O' 1 1 �,�_�4�4js-F, 1 '- � I . __ _\ �7 1 1 :,', WI TH 6" C`.C.� I " -11 I -11, __,_­,,_ - 1� NAILS a 8" 0. C. -1 " ­,-, - -`A1 -,��,!��,,--",-,�� ,-,,%-,, 1, _­ I I I I I E 11 - �_C 1; � ��EVIEITY OTHER COURSE), AND VERTICAL REINF. SHALL' BE INCREASED AS NOTED ON I . , 2 PLY I DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE, HORIZONTAL, ,J.OINIT REINFORCEMENT T. if06 C I � , - _ , , � - 1, 11 _ I - I- �� __ "I-, . � , I - ­ - 11 I z - . q . `I/Sl�O. UNLESS, NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A�,,-.�Mi,�K�l,'t,ta-ti2w",�-0,';'p��,,�,,,,�"*'--,��,,--� 1� I I - � '' , �x_��',', . . 11 ,'A _ -11 ,BEAM. I I � i, 2x4 BLOCKING � I I i I , I I SIMPSON __' � � 11 I I � ' * 1-1" �, . �� I I � 1� I I I . -, � � ­ 11 ­ � 3 PLY BEAM. I cli , C14 @24" O.C. FASTEN CLAY MASONRY ; (BRICK): I � ,, I SDWC1 5600 �� " � , 11, �� _� ­ SEE ROOF I . \\-2x4 MEMBERS: 4 - W/3-�10d BRICK SHALL BE IN ACCORDANCE WITH ASTM C6211 C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. 11 - I . � I I I I - 11 FRAMING . (1) ROW OF 10d 10. . TOEN) ILS. � I I I I -1 I � � I I , CONCRETE SPECIFICATION& I I I �� EXTEND SHEATHING VERT. 4 - (4) ROWS 12d . NAILS 0 4" O.C. I - I _ 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 OF 3000 PSI AT 28 DAYS DETAILS. -TO TOP OF TRUSS AS SHOWN. AT 12" O.C. I I � CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. - - 11 - - . , �­. I I I I � 1 7 ­ " ... 1, AT HORIZONTAL JOINTS. . (2) ROW OF I . STUD BELOW lj�ql PROVIDE 2x4 BLOCKING � � EA. SIDE. 2x6 MEMBERS: I . ROOF SHEATHING, SEE . 10d , , I . GI . , ­ SPECIFICATIONS BELOW. (3) ROWS 12d �� I--," -j4j- NAILS 0 4" O.C. , 11/_ LOWER TOP — - 4-10d I � I HEEL At 1'-O" AT 12" O�C. I PLATE AT BREAK. I 11 CO FOOTING AND,17OUNDAIMIS11- PRE-ENGINEERED WOOD EA. SIDE. i � TOP PLATES. 1. I DATIOWS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING - I � ROOF TRUSSES. 2A OR 2x6 POST 2A POST OR rHOGONAL VIEW I WALL INTERSECTION S NDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOLS. SOIL COMPACTION AND FILL RIPPED TO FIT I I �� I CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTIM D 1557. NTH GAP SHOWN. � �", . I I I r*?- 0 --- - - . I N ONLY CONVEYS STRUCTURAL INFORMATION, FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE -4�tb_ , I I . i (3)ROWS OF 5" 1 (3)ROWS OF 6%- I 4 SPEC' FI PRE_ ROOF CA ET N T I G R 0 IN U N E S Z� � ,- r ­____t__ - j 7 1,,,,4 4 J, �_�f , P S �N! OVER L� ' _, Sl - - ;� r') . . I :I 1:: F SHOWN ON SI.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON _1z:tz ' ' It TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) I I SDWC15600-`, I ENGINEERED WOOD ENGINEERED WOOD " :% , , 11 "I I � I I - � I � FASTENERS @ 24"o.c FASTENERS 0 24"o.c "Ill I I I I 1� � - - 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 F 3 @ 48" O.C. OR ROD CHAIRS. FRAMING 7 P I Sl MPSON � AS SHOWN � AS SHOWN 1. CORNER WALL INTERSECTION PROVIDE'tGNTINU)TY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 SIMPSON I � BAR,'DIAMETERS ' ' � I DETAILS. SHEATHING MAY SDWCl 5600 1 1 QONDITIONS CONDITIONS � , �) � , , I L SEE ROOF I � I I � � TERMINATE AT SIMPSONJ ITTI I � I I I Top SImPSOrjN FRAMING 4 -PLY I / 3 -PLY 1 � )O TOP OF DBL. SDWCV5600 NOTES: CONCRETE SLAB SDWC1 5600 P I � I SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TOP PLATE. SEE NOTE 1. I 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. . I TE I RMITES. SAWCU I TS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE vlETHODS. 1, SEE NOTE 1. - tj DETAILS. 'i 1 2. - DEqOTES 3"xO.131" GUN NAILS @ 6" O.C. VERTICAL. : � . I I TYPICAL CONNECTION q 3. . DEN CHOR, SEE SCHEDULE. WOOD FRAMING PECIFICATIONS 5" < HEEL < V-0" NOTES: � 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR �, HEEL < 51 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOtL� 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 NOTES: � - JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN. - - I 1. TOP PLATE TO STUD SDINC ONLY REQUIRED .WHEN STUD IS DIRECTLY BELOW TRUSS. � STAINLESS STEEL. � 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY 11 1� � 1� AT TOP PLATE TO STUD, SPACE 0 48" O.C. I IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND ' PRE-ENGINEERED W9OD TRUSSES: -_ �- I I SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AN6 AITC 100- CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS ' BEARING IS INSTALLED AT ALL TRUSSES AS r5 "�\ ROOF TRUSS CONNECTION -_� BUILT-UP MEMBER FASTENING t'_T� INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBIUTY O� THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE' TEMPORARY BRACIN 3 PER 'COMMENTARY AND / 6 RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAO CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON �SO.O/ � I kl�o � I ,%--,.., I I � SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. , \1�O I - I I KING STUD TO TOP PLATE: � , � . I � . 1, I ' I SDWC SCREW R.1 SPECIFICATIONS: R FASTENING: k � THE CONTRACTOR, SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGSISHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY I � NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED I AT D ASTENING: ,� AND I TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED " THAN 4'-6" � FOR CABLE ENDS. - 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. � KING STUD TO TOP PLATE: 1, ACCORDIN&TO THE MANUFACTURER'S REQUIREMENTS. - I I /"- � I i I I I m a . I ��� �, ,1 SDWC15600 SCREW R FASTENING: 1. � . WATERPROOFINGR I NOT REQUIRED AT GABLE� SEE DETAIL AT RIGHT. NOT REQUIRED I I � __T I / . - 11 T " ­� I . 11 � ENDS OR OPENINGS LESS FOR GABLE ENDS. \ \ I I 0 � . - i� � . .... I— , THE ,CONfRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. I I I THAN 4'-6" __ i I I I � � i \, I I a-) I - . . . I . . I PLATE TO HEADER: WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK I , I I- KING & JACK I 11 ! , � ­ PLAN - i � _/ ! i STUDS SEE PLAN 24" O.C. , '' _1 INTERIOR LOAD BEARING WALL \ \ \ I .'* 11 �� I I "I MbABERS "�- I FASTENER LINTEL DIMENSION MIN. BRG�--, MAX. SPAN BUILT-UP POST IN THE WALL � - I I '_ I TYPE , m � -) (2)12d TOE HEAD OR SILL I i� � - NAILS E.E. --LV1- PLATES SEE� IL TOP PLATE,TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/, x3'/, x'/4 4" 1 -1 � 6'-O' - GABLE X -BRACE, SEE DETAIL 10/SO.l I �j �j I UL (MIN) SCHEDULE HE - OR. SILL 2X6 WALL 1. ::___�� .1 - S \ _� _L TOP PLATE,� LA,PS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS 61, t HEADER SIZE, JACK AND -_ P fES EE I TRUSS TO - , , L 4 x 31/2 " XV4 I � W-0" (2)2x8-1/2 OPN'G, SEE ARCH. CHEDULE ­� PLATE: SDWC DBL. TOP PLAT I E TO I STUD FACE NAIL (2-16d) 3 -GUN NAILS 6" 1 16-011 LL. THE KING STUD QUANTITY. HEAD QR SILL KING STUD TO FRAMI BELOW I 11 SCREW I — HIDDEN LINE DESIGNATES SIDE OF - . - �,,�� I � � ROUG OPN'G, SEE AR �, , I L501/2"X'/. � I �_�_ \ _�L CS18 STRAP w/6­OdxlY2' : CH. � � RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" �� --------- � WALL THE SHEARWALL SHEATHING - 71 1 , ", L 6 x 3'/2 " XV4 6" 1-1 12* -O" 1 SW 3"/6" 1 TO BE APPLIED, 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP _. t__ ­ � 1� 11 ... �, � DESIGNATES Bd COMMONS @ 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR " _� CEILING JOIST TO,TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS L 7 x V/2 " 04 6" , 16* -O" 711 ,I, O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE, ARCH. EXTERIOR SIDE OF WALL. _. I- - ,�", I" I 11 CEIL!NQ�,,JOIST, OVER � PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS � FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ I , 1. STEEL LINTELS TO BE MINIMAL 36" �', FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION � I - SHEARWALL HOLD DOWN IS-\ I FOLLOWING: CABLE ENDS : PLATE TO HEADER: X % % CEILING jbjST TO 'ROOF RAFTER '" — BRICK LG - Land __ I SPECIFIED. NOT REQUIRED AT _ * _ - - JACK TRUSSES LESS . . I SDWC SCREW @--�' " . , . . � - � � - GABLE ENDS OR 2 -STORY . . - RESISTANT COATING OF EPDXY BASED [====j VENEER , - � . �1 �1 �� 7 : I JOIST/TRUSS, TOE NAIL (2-16d) 3 -GUN NAILS � I . MANUF - Manufacture '' , �7 " THAN 8' OR OPENINGS LESS a 24" O.C. TO PLATE PAINT. , - ,7, � � � - . 2X4 WALL - i , /, ,I ,�-,,�., : � , I , WALLS - ____ - I - -1 WEATHER BOT - BOTTOM �v THAN 3'-6" z � I MONO - Monolithic �, " �-�­ � � ", " \ 1,11 .111 I I � � 17 1 , . . I I - - 2. LINTEL MORE THAN 8'-O". SHOULD . . I ,;; I � " . HEADER FASTENING SECTION . CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board 11� : �: 1. JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO . : I : ''I l � . I I . . , : : PERP - P erpendicular � : I � � � � � . 11 I I ­ � ; �, 'L IRI __71.1�1 I& I TOE NAIL (3-8d) 3 -GUN NAILS i i BARRIER BRG - BEARING OC - On Center I __1 �-�-, � � �� !� \ _ I �� , �� TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. ! I I .. - .. - . : I I I 7 I . ROOF RAFTER TO 2x- RIDGE BM. DIA - DIAMETER PRE ENG Pre Englneer6d�j ' ,, , � � � , I 1, . .. - .. .- - , �: , - - ,t:. �%, z KING STUD TO FRAMING BELOW- . ,i� , � : . CS18 STRAP W/6-101DX`I)�" ! I . � . , , 11 OFFICE COP 1 2017 'd ," ' �� , * — :, . - — I I I �! I �, � I - . * I ,� I I I � SCREWS INTO HEADER PROVIDE A I/," - '. - �_ ..-�.4'. . � : .. ,....V_ - 7== 11 11 FACE NAIL i . � . ., , . . CONT. HEADER, TWO PIECES- 16d@ 16" O.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. . ATTACHMENT PSI - Pounds per Square Inch I i 11_1�li 1� . � , . .. . . .� �. �. - � . ..� . - I �.-� . NAILS EACH END. STRAP ATTACHMENT CAN BE -1 5 �) j � , I . 1 LINTEL PSF - POLinds per Square Foot- _' � , , J====i 11 1 71 -1 j L�_____) I . STUD OR 2XlO 11 11 11 CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS i SEE NOTE 2 EOR - ENGINEER OF RECORD S t INTERIOR OR EXTERIOR SIDE OF WALL., 'I - - 3. BRICK VENEER ATTACHMENT: I I QT - Quick Tie � SOLE PLATE CONNECTOR � SOIE PIATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN "-STRAP NOT REQUIRED AT THE FOLLOWING: TOE NAIL (3-16d) 4 -GUN NAILS � _/ � -A- W STUD TO SOLE PLATE - HORIZONTAL TIES 0 24- D.C., VERT. , EXT - EXTERIOR , REINF - Reinforce I -­ -- - - z LOCATED WITHI - / AT LOWER LEVEL HEADERS /8-10d COMMONS FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN I MULTI ,STORY �, - - - SOLE PLATE, TO JOIST/3LOCKING FACE NAIL ,(16d @ 16") GUN NAIL @ 8" TIES 0 12" D.C.. (FOR 1110mph HEADER, I , �, WIND -ZONE VERT. TIES 0 16" O.C.). BRICK LINTEL, FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED I THAN 8' oFRMEWMFOR CODE COMPL1ANCE I I I SYP - Southern Yellow Pine SINGLE STORY I � (STACKED WINDOWS) T I HAN 3'-6" CITY OF ATLANTIC BEACH ' NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FTG - FOOTING � THRU - Through I (UNSTACKED WINQQWS� 3%0.131"O = GUN NAILS 2%0.113"o = RINK SHANK 12" OF OPENINGS. PROVIDE-3/j,"O WEEP _. I _"� � - SEE PERMITS FOR ADDITIONAL TYP - Typical r8 TYPICAL HEADER STRAPPING I 2"'xO.113"O = 6d 2'/,"xO.11,31"0 = Eld HOLES 0 33" D.C. IMMEDIATELY ABOVE SEC11ON MEW HORIZ - HORIZONTAL LION - Uness Otherwise Noted ­ ­ I I � I � - I I I 1 7 , � �', �1� , . . I J, _,_j � FLASHING. . I 1 13"XO.,148"O = 10d 3'/2%0.162"O = 16d OF BRICK ILIINITEL ertical �SO.O� I tS1:VUth1:MtN1 5 AN1177CMD11TIONS 1�� 11 � - 11/2%0,148"O = lOdX11/2" l'/2%0.131"O = Sdxl'/," : WWF - Welded Wire Fabric I 1 -6-17', I'� I 1 1 - I � I �, REVIEWED13Y... /7)11 -/ I - ; /I I I I � V I I � � I � I., I � � . I -1 I I � � , I I � I - I I I 11 � - . I I I _m��_, I I Lou Pontigo and Associates, Inc. . I ! 4 1 20 Osceola Avenue )ax[ Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 1 FL: CA # 8344 SC: CA# 3579 ! I I I � i 0"It. .119FIt"'o IkE F1 J. � I 061.4444,q4. I �� 0,\% -�,\Q tv lm� Q , $.. �0 , f-5 %.... i ?I � 7t z z z � No.7 6 1 - �t I = : I . r. 'n = - _* : I * < : * S — a . 4 : = r- - . I 0 E — I00'. � STATE 1 0 S C) - * �.* &.- Q it - � 0 1 �� , *10, A- C) - �., i 10 0 A �,W,�Ro,, t'* � - - 4 0 R I O.. - - - Of Q �p ......... 'k C= I N, ��, **- , — , "**­4'1;y/0NAL ) I'll", �. . ; 1 Christopher I S a b o u r i n P E !I F L P E #71461 i I i i r- _' _� R'EVISIONS DATE)I i ; i I � i ! i : 4 ! I � I f I � 1 �1�� � �� i __)I le***' F('ELD ALTERATION I CONTRACTOR SHALL CONTACT LOU PONYIIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY i FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEINGIAPPPOVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR � I INSPECTION FEES. %._ - , ____-_1 � I FI.I � i I .- I -__ __ , - - I � - , i I i � I i ! , i 7 Z i i � i I 0 � ! U ! Lf) � ! I < LLJ V ) Ljj n 04 00 .J - � LLI � L.Lj 1 7 U Z F�1_ [__ < 0 Z IL . ri/ < Lij I � 00 I L/) I ; ; �. D , I � 11 � -) I .J < r . Lij 10 V.- z � [.� -*IT , I 1 In j i ! F"_ i I L :� I � 00 1 I U i ! ; ! I 'N i � I i I ! � i I � I DESIGN 1CRUERIA I l I I i 1 AND I ,I\J-X � I I i NOTES i I i ; DO NOT SCAL DIMENSIONS FROM THESEI DRAWINGS IF A DIMENSION IS UNCLEAR REFER TO THE ARd.HITECTURAL DRAWINGS OR � CONTACT THE E.O.R_ 1-1 L � r7' "AN NAME A'A',TAS,A - SHINGLE ) I DES,lIGN/DRAWN/CHECKED I QS / KM / LAP i I DATE - � . . i AL � y 1 4 AS NOTED � I I I i LPA No. i I ; I TOLL -17-01049 — � ; � No. I i CONTROL � � i 3683 � i i SHEET � I � i S0.0 I ; I I \,"�EET �10�F7 � � i � i WOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6 O.C. EDGE & FIELD I I I ROOF SHEATHING SPECIFICAMONS* affiQL�L- MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.11,3x2" RINGSHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 7 1 1 � 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 E E NAIL SPACING TO 4" D.C. WITHIN 4'-O" OF ROOF I 11 11 11 . I I ­ . - - � � 1- - . - - . / / � I ­­ -.1 �� I 4'-O" OF ROOF EDGE). EDGE). __^_ ,---% 8d 0 3" -I �_ - � ! � � SEE NTA S1.01 - Z�� -1 I I I � LS F_ - - - . I - - .km SEE DETAILS I I I I - - -,//- ON Sl.Ol --\'L%, - 7 - - F - I -1 II - - 1A . I � WALL SHEATHING TO � : RAISE Ys" FROM . � . BOTTOM OFSOLE D w/8d COMMON @ 3" , r�, O.C. I . � SOLE PLATE ANCHOR SCHEDULE � � : I NAIL SPACING � 11 SUPPORTED � � � GENERAL -I I 11 � I �� EXAMPLE OF UNS�PPORTED 4 � (UNBLOCKED) P AT G S ED, E , TES -A NO . I, NEL EDGE- .-.:'- /-", � . . . ... . . . . . -*-,,I . . . ... . . I I I I * * I . . ... . . - * , . . . * . . � -11 > _-----,-.y * I I 11-1 . - . . . . . . . : . � ' . . .) I . EXT WALL ANCHOR SPACING SHEARWALLS SPACING WASHER SPEC, DEPTH GE DISTANCE h"O EPDXY 42" 24" 11 I 3x3xO.229" 4 1 2Y4' )�*04" TITEN HD 42" 24" — 3x3xO.229" 4h" __ 2Y4' IVILIAL — MIN. 1/Z , Zl+/10, �rlr_AIMINU, INMILLU W/ U.! WX4 mmmi DHANK INMIL3 U 0 %J.%,. UJUL CX Q U.U. rIFLU M! Uf-�OL_L. L.Imu_,� ULUMLAZIL r-W.2L INAIL ar'MUIINV 1U 't U.L,. Mir-111NI 't—U U I . .7 � � . I . � . . . .. . I , I I I k . , .. � - I - .. # L. *, . I I ,­ - .: � __ . .. . . / - F . - . � "' � .- . - '"4 .. .. .. � ; . 7, z. I I � . . . . � � r . , . I : - I . , A � . : � (TYPICAL). . I I -11 I , 0 A. , . L , :...� � , A' ". , , . � I . I NOTES: ,. 1, �_ - . . - - . . : �. . �, , . _� I _T . , * , I " . 1 I WALL SHEATHI SPECIFIC TIONS: I I ­ I . - � . I 11�. . I . .`- I I i� _ 0 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS A � v I , . . . I 11 I . . . - . - - .. -.- .� _ 0 , ' _` . , � . � . ,,, I FLEXIBLE FINISH -'MIN. 7/,6 I 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d @ 6" O.C. EDGE,:AND 6" O.C. FIELD. SHEATHING SHALL 13E EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I . . I �t, , A , ,�.. ': * I I " ,� I BREAKS AND KING STUDS. � � NAILING TO INTERMEDIATE > FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I I I - - - L - - 11 L - - - - - - - _1 � 1, % SUPPORT IS 6" O.C. MAX. -j . . ___ ROOF STUCCO FINISH, -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Eld @ 6" O.Q� EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM E 2. WASHERS SHALL BE SLOTTED. 1�1, �, TRUSSES, OR I I I I � I I -1 I I � I I (UON). -FT M SONRY SPECIF -_ I - I I 11 � � 11 � I I I SINGLE ST Y MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XW PLATE WASHER, A 3"XYXV,"� W� V/2"O ROUND I t r, —FLOOR JOISTS. I MASONRY HAS BEEN' DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC153OAl-,05, GROUT SHALL BE IN ACCORDANCE WITH ASTIVI C476 WITH A MINIMUM OF 28 DA� COMPRESSIVE STRENGTH OF 7�1_ 1 _ 11 i � STEEL WASHER MAY BE USED. -1 I I I , , , 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/9 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. ., - I I ,. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. , , I I I /,' �l TYP. WALL SECTIONS r3"� SOLE PLATE ANCHOR DETAIL Et SCHEDULE ''I �1�11�1�', ROOF AND FLOOR SHEATHING NAILING � I I - - - I 1. I RY UNITS (CMU): I "I � � � �_ , �1­1, I" SCALE: 3/4" = 1* -O" '6000w, ,�, I CONCRETE MASON I I , I I I I I �SO.O� � SCALE: 3/4" = 1'-O" CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WI TH � MINIMUM ,COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL %� I � �-O ­­ '4'"''A" I i I I , ­ -N A, L I I ! _�', , , *�� H �fw HEIGHT EXCEEDS 5-0". ­11,� i, I , ��. I I T,E,-,,' I � " - � -. . I � , , I ,�, , -'@�IIIIIIIIII�6WQ LIM LFT$�'PROVDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY W ' H ' I ' - , 1, _�,'� � I , ", - V , I I - " _ I I -1 _,_61'.�_ , " 4�� 1 , 'M ­, - � 11 , , -- �­�'­ , , , �", 1 ­ "�-�� ­ - -�,� I , ,,*7 1 :-1 I , - � ,- � IV I � I - , I .1. I I .z I ,�� _01 - , -, I �1­ � I I- ,. z_ ,", , " �, _��-,' " � &��._,-&k�,. w�""` - ­ �r, 1, I 1 �, 1 I , , " -�, - - __ I _­ . I � - -, I ,- " `­ I � � I 'I- - � _ -1 ,� , , " I I I � ,- �­-­ ,,,�,,, lmmm%"OrF I I , I ­ I I ,� - I - , -,` "i � _'6CA&PNRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE ,,�, - , I "". � I- '1� - I I# "m , "Wo "MIN w - ,� - I __ , _m" )X T , , ' - F ;j , 64615 ­ �A---- , 0" - , ­ h 3 ,, , - � � �111111'� ,?�--,�"",�,--,�F",�-�,,���,��t," - MWALLS: ALL CONCRETE MASONRY,QNITS�'SHALL'b _�t` r 11Y 'A ,,, I '' E, 1 " 3 'Is - ­ I " , , , ,,,, -, �_,, I ,,- , � , , - � ", I � � ' , , 4-1-m-m-*� i "I '' � .. .. ... " � "_-00"_ , , " � - , I I , - _� , - ­, USED. GROUT ALL CELLS CQNTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CbNCRETE GROUT. SPLICES IN REIWN.RCIN%,-i., SHALL 13E 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HOGHT I �� � _�j 7i! 1: " ­ - i 1� � , I- I ,_� P - -, I jj,� _ - ,%,",0 .- " � p� I I "rllk 1, 11 I - O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF R INFORCM�fG �' - I - DICULAIR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR -��, _� k-11 (3) ROW OF 194" � . _',, � I - #4 @ 4'-O' 1 1 �,�_�4�4js-F, 1 '- � I . __ _\ �7 1 1 :,', WI TH 6" C`.C.� I " -11 I -11, __,_­,,_ - 1� NAILS a 8" 0. C. -1 " ­,-, - -`A1 -,��,!��,,--",-,�� ,-,,%-,, 1, _­ I I I I I E 11 - �_C 1; � ��EVIEITY OTHER COURSE), AND VERTICAL REINF. SHALL' BE INCREASED AS NOTED ON I . , 2 PLY I DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE, HORIZONTAL, ,J.OINIT REINFORCEMENT T. if06 C I � , - _ , , � - 1, 11 _ I - I- �� __ "I-, . � , I - ­ - 11 I z - . q . `I/Sl�O. UNLESS, NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A�,,-.�Mi,�K�l,'t,ta-ti2w",�-0,';'p��,,�,,,,�"*'--,��,,--� 1� I I - � '' , �x_��',', . . 11 ,'A _ -11 ,BEAM. I I � i, 2x4 BLOCKING � I I i I , I I SIMPSON __' � � 11 I I � ' * 1-1" �, . �� I I � 1� I I I . -, � � ­ 11 ­ � 3 PLY BEAM. I cli , C14 @24" O.C. FASTEN CLAY MASONRY ; (BRICK): I � ,, I SDWC1 5600 �� " � , 11, �� _� ­ SEE ROOF I . \\-2x4 MEMBERS: 4 - W/3-�10d BRICK SHALL BE IN ACCORDANCE WITH ASTM C6211 C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. 11 - I . � I I I I - 11 FRAMING . (1) ROW OF 10d 10. . TOEN) ILS. � I I I I -1 I � � I I , CONCRETE SPECIFICATION& I I I �� EXTEND SHEATHING VERT. 4 - (4) ROWS 12d . NAILS 0 4" O.C. I - I _ 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 OF 3000 PSI AT 28 DAYS DETAILS. -TO TOP OF TRUSS AS SHOWN. AT 12" O.C. I I � CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. - - 11 - - . , �­. I I I I � 1 7 ­ " ... 1, AT HORIZONTAL JOINTS. . (2) ROW OF I . STUD BELOW lj�ql PROVIDE 2x4 BLOCKING � � EA. SIDE. 2x6 MEMBERS: I . ROOF SHEATHING, SEE . 10d , , I . GI . , ­ SPECIFICATIONS BELOW. (3) ROWS 12d �� I--," -j4j- NAILS 0 4" O.C. , 11/_ LOWER TOP — - 4-10d I � I HEEL At 1'-O" AT 12" O�C. I PLATE AT BREAK. I 11 CO FOOTING AND,17OUNDAIMIS11- PRE-ENGINEERED WOOD EA. SIDE. i � TOP PLATES. 1. I DATIOWS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING - I � ROOF TRUSSES. 2A OR 2x6 POST 2A POST OR rHOGONAL VIEW I WALL INTERSECTION S NDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOLS. SOIL COMPACTION AND FILL RIPPED TO FIT I I �� I CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTIM D 1557. NTH GAP SHOWN. � �", . I I I r*?- 0 --- - - . I N ONLY CONVEYS STRUCTURAL INFORMATION, FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE -4�tb_ , I I . i (3)ROWS OF 5" 1 (3)ROWS OF 6%- I 4 SPEC' FI PRE_ ROOF CA ET N T I G R 0 IN U N E S Z� � ,- r ­____t__ - j 7 1,,,,4 4 J, �_�f , P S �N! OVER L� ' _, Sl - - ;� r') . . I :I 1:: F SHOWN ON SI.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON _1z:tz ' ' It TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) I I SDWC15600-`, I ENGINEERED WOOD ENGINEERED WOOD " :% , , 11 "I I � I I - � I � FASTENERS @ 24"o.c FASTENERS 0 24"o.c "Ill I I I I 1� � - - 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 F 3 @ 48" O.C. OR ROD CHAIRS. FRAMING 7 P I Sl MPSON � AS SHOWN � AS SHOWN 1. CORNER WALL INTERSECTION PROVIDE'tGNTINU)TY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 SIMPSON I � BAR,'DIAMETERS ' ' � I DETAILS. SHEATHING MAY SDWCl 5600 1 1 QONDITIONS CONDITIONS � , �) � , , I L SEE ROOF I � I I � � TERMINATE AT SIMPSONJ ITTI I � I I I Top SImPSOrjN FRAMING 4 -PLY I / 3 -PLY 1 � )O TOP OF DBL. SDWCV5600 NOTES: CONCRETE SLAB SDWC1 5600 P I � I SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TOP PLATE. SEE NOTE 1. I 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. . I TE I RMITES. SAWCU I TS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE vlETHODS. 1, SEE NOTE 1. - tj DETAILS. 'i 1 2. - DEqOTES 3"xO.131" GUN NAILS @ 6" O.C. VERTICAL. : � . I I TYPICAL CONNECTION q 3. . DEN CHOR, SEE SCHEDULE. WOOD FRAMING PECIFICATIONS 5" < HEEL < V-0" NOTES: � 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR �, HEEL < 51 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOtL� 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 NOTES: � - JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN. - - I 1. TOP PLATE TO STUD SDINC ONLY REQUIRED .WHEN STUD IS DIRECTLY BELOW TRUSS. � STAINLESS STEEL. � 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY 11 1� � 1� AT TOP PLATE TO STUD, SPACE 0 48" O.C. I IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND ' PRE-ENGINEERED W9OD TRUSSES: -_ �- I I SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AN6 AITC 100- CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS ' BEARING IS INSTALLED AT ALL TRUSSES AS r5 "�\ ROOF TRUSS CONNECTION -_� BUILT-UP MEMBER FASTENING t'_T� INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBIUTY O� THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE' TEMPORARY BRACIN 3 PER 'COMMENTARY AND / 6 RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAO CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON �SO.O/ � I kl�o � I ,%--,.., I I � SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. , \1�O I - I I KING STUD TO TOP PLATE: � , � . I � . 1, I ' I SDWC SCREW R.1 SPECIFICATIONS: R FASTENING: k � THE CONTRACTOR, SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGSISHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY I � NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED I AT D ASTENING: ,� AND I TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED " THAN 4'-6" � FOR CABLE ENDS. - 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. � KING STUD TO TOP PLATE: 1, ACCORDIN&TO THE MANUFACTURER'S REQUIREMENTS. - I I /"- � I i I I I m a . I ��� �, ,1 SDWC15600 SCREW R FASTENING: 1. � . WATERPROOFINGR I NOT REQUIRED AT GABLE� SEE DETAIL AT RIGHT. NOT REQUIRED I I � __T I / . - 11 T " ­� I . 11 � ENDS OR OPENINGS LESS FOR GABLE ENDS. \ \ I I 0 � . - i� � . .... I— , THE ,CONfRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. I I I THAN 4'-6" __ i I I I � � i \, I I a-) I - . . . I . . I PLATE TO HEADER: WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK I , I I- KING & JACK I 11 ! , � ­ PLAN - i � _/ ! i STUDS SEE PLAN 24" O.C. , '' _1 INTERIOR LOAD BEARING WALL \ \ \ I .'* 11 �� I I "I MbABERS "�- I FASTENER LINTEL DIMENSION MIN. BRG�--, MAX. SPAN BUILT-UP POST IN THE WALL � - I I '_ I TYPE , m � -) (2)12d TOE HEAD OR SILL I i� � - NAILS E.E. --LV1- PLATES SEE� IL TOP PLATE,TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/, x3'/, x'/4 4" 1 -1 � 6'-O' - GABLE X -BRACE, SEE DETAIL 10/SO.l I �j �j I UL (MIN) SCHEDULE HE - OR. SILL 2X6 WALL 1. ::___�� .1 - S \ _� _L TOP PLATE,� LA,PS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS 61, t HEADER SIZE, JACK AND -_ P fES EE I TRUSS TO - , , L 4 x 31/2 " XV4 I � W-0" (2)2x8-1/2 OPN'G, SEE ARCH. CHEDULE ­� PLATE: SDWC DBL. TOP PLAT I E TO I STUD FACE NAIL (2-16d) 3 -GUN NAILS 6" 1 16-011 LL. THE KING STUD QUANTITY. HEAD QR SILL KING STUD TO FRAMI BELOW I 11 SCREW I — HIDDEN LINE DESIGNATES SIDE OF - . - �,,�� I � � ROUG OPN'G, SEE AR �, , I L501/2"X'/. � I �_�_ \ _�L CS18 STRAP w/6­OdxlY2' : CH. � � RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" �� --------- � WALL THE SHEARWALL SHEATHING - 71 1 , ", L 6 x 3'/2 " XV4 6" 1-1 12* -O" 1 SW 3"/6" 1 TO BE APPLIED, 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP _. t__ ­ � 1� 11 ... �, � DESIGNATES Bd COMMONS @ 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR " _� CEILING JOIST TO,TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS L 7 x V/2 " 04 6" , 16* -O" 711 ,I, O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE, ARCH. EXTERIOR SIDE OF WALL. _. I- - ,�", I" I 11 CEIL!NQ�,,JOIST, OVER � PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS � FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ I , 1. STEEL LINTELS TO BE MINIMAL 36" �', FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION � I - SHEARWALL HOLD DOWN IS-\ I FOLLOWING: CABLE ENDS : PLATE TO HEADER: X % % CEILING jbjST TO 'ROOF RAFTER '" — BRICK LG - Land __ I SPECIFIED. NOT REQUIRED AT _ * _ - - JACK TRUSSES LESS . . I SDWC SCREW @--�' " . , . . � - � � - GABLE ENDS OR 2 -STORY . . - RESISTANT COATING OF EPDXY BASED [====j VENEER , - � . �1 �1 �� 7 : I JOIST/TRUSS, TOE NAIL (2-16d) 3 -GUN NAILS � I . MANUF - Manufacture '' , �7 " THAN 8' OR OPENINGS LESS a 24" O.C. TO PLATE PAINT. , - ,7, � � � - . 2X4 WALL - i , /, ,I ,�-,,�., : � , I , WALLS - ____ - I - -1 WEATHER BOT - BOTTOM �v THAN 3'-6" z � I MONO - Monolithic �, " �-�­ � � ", " \ 1,11 .111 I I � � 17 1 , . . I I - - 2. LINTEL MORE THAN 8'-O". SHOULD . . I ,;; I � " . HEADER FASTENING SECTION . CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board 11� : �: 1. JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO . : I : ''I l � . I I . . , : : PERP - P erpendicular � : I � � � � � . 11 I I ­ � ; �, 'L IRI __71.1�1 I& I TOE NAIL (3-8d) 3 -GUN NAILS i i BARRIER BRG - BEARING OC - On Center I __1 �-�-, � � �� !� \ _ I �� , �� TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. ! I I .. - .. - . : I I I 7 I . ROOF RAFTER TO 2x- RIDGE BM. DIA - DIAMETER PRE ENG Pre Englneer6d�j ' ,, , � � � , I 1, . .. - .. .- - , �: , - - ,t:. �%, z KING STUD TO FRAMING BELOW- . ,i� , � : . CS18 STRAP W/6-101DX`I)�" ! I . � . , , 11 OFFICE COP 1 2017 'd ," ' �� , * — :, . - — I I I �! I �, � I - . * I ,� I I I � SCREWS INTO HEADER PROVIDE A I/," - '. - �_ ..-�.4'. . � : .. ,....V_ - 7== 11 11 FACE NAIL i . � . ., , . . CONT. HEADER, TWO PIECES- 16d@ 16" O.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. . ATTACHMENT PSI - Pounds per Square Inch I i 11_1�li 1� . � , . .. . . .� �. �. - � . ..� . - I �.-� . NAILS EACH END. STRAP ATTACHMENT CAN BE -1 5 �) j � , I . 1 LINTEL PSF - POLinds per Square Foot- _' � , , J====i 11 1 71 -1 j L�_____) I . STUD OR 2XlO 11 11 11 CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS i SEE NOTE 2 EOR - ENGINEER OF RECORD S t INTERIOR OR EXTERIOR SIDE OF WALL., 'I - - 3. BRICK VENEER ATTACHMENT: I I QT - Quick Tie � SOLE PLATE CONNECTOR � SOIE PIATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN "-STRAP NOT REQUIRED AT THE FOLLOWING: TOE NAIL (3-16d) 4 -GUN NAILS � _/ � -A- W STUD TO SOLE PLATE - HORIZONTAL TIES 0 24- D.C., VERT. , EXT - EXTERIOR , REINF - Reinforce I -­ -- - - z LOCATED WITHI - / AT LOWER LEVEL HEADERS /8-10d COMMONS FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN I MULTI ,STORY �, - - - SOLE PLATE, TO JOIST/3LOCKING FACE NAIL ,(16d @ 16") GUN NAIL @ 8" TIES 0 12" D.C.. (FOR 1110mph HEADER, I , �, WIND -ZONE VERT. TIES 0 16" O.C.). BRICK LINTEL, FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED I THAN 8' oFRMEWMFOR CODE COMPL1ANCE I I I SYP - Southern Yellow Pine SINGLE STORY I � (STACKED WINDOWS) T I HAN 3'-6" CITY OF ATLANTIC BEACH ' NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FTG - FOOTING � THRU - Through I (UNSTACKED WINQQWS� 3%0.131"O = GUN NAILS 2%0.113"o = RINK SHANK 12" OF OPENINGS. PROVIDE-3/j,"O WEEP _. I _"� � - SEE PERMITS FOR ADDITIONAL TYP - Typical r8 TYPICAL HEADER STRAPPING I 2"'xO.113"O = 6d 2'/,"xO.11,31"0 = Eld HOLES 0 33" D.C. IMMEDIATELY ABOVE SEC11ON MEW HORIZ - HORIZONTAL LION - Uness Otherwise Noted ­ ­ I I � I � - I I I 1 7 , � �', �1� , . . I J, _,_j � FLASHING. . I 1 13"XO.,148"O = 10d 3'/2%0.162"O = 16d OF BRICK ILIINITEL ertical �SO.O� I tS1:VUth1:MtN1 5 AN1177CMD11TIONS 1�� 11 � - 11/2%0,148"O = lOdX11/2" l'/2%0.131"O = Sdxl'/," : WWF - Welded Wire Fabric I 1 -6-17', I'� I 1 1 - I � I �, REVIEWED13Y... /7)11 -/ I - ; /I I I I � V I I � � I � I., I � � . I -1 I I � � , I I � I - I I I 11 � - . I I I _m��_, I I Lou Pontigo and Associates, Inc. . I ! 4 1 20 Osceola Avenue )ax[ Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 1 FL: CA # 8344 SC: CA# 3579 ! I I I � i 0"It. .119FIt"'o IkE F1 J. � I 061.4444,q4. I �� 0,\% -�,\Q tv lm� Q , $.. �0 , f-5 %.... i ?I � 7t z z z � No.7 6 1 - �t I = : I . r. 'n = - _* : I * < : * S — a . 4 : = r- - . I 0 E — I00'. � STATE 1 0 S C) - * �.* &.- Q it - � 0 1 �� , *10, A- C) - �., i 10 0 A �,W,�Ro,, t'* � - - 4 0 R I O.. - - - Of Q �p ......... 'k C= I N, ��, **- , — , "**­4'1;y/0NAL ) I'll", �. . ; 1 Christopher I S a b o u r i n P E !I F L P E #71461 i I i i r- _' _� R'EVISIONS DATE)I i ; i I � i ! i : 4 ! I � I f I � 1 �1�� � �� i __)I le***' F('ELD ALTERATION I CONTRACTOR SHALL CONTACT LOU PONYIIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY i FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEINGIAPPPOVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR � I INSPECTION FEES. %._ - , ____-_1 � I FI.I � i I .- I -__ __ , - - I � - , i I i � I i ! , i 7 Z i i � i I 0 � ! U ! Lf) � ! I < LLJ V ) Ljj n 04 00 .J - � LLI � L.Lj 1 7 U Z F�1_ [__ < 0 Z IL . ri/ < Lij I � 00 I L/) I ; ; �. D , I � 11 � -) I .J < r . Lij 10 V.- z � [.� -*IT , I 1 In j i ! F"_ i I L :� I � 00 1 I U i ! ; ! I 'N i � I i I ! � i I � I DESIGN 1CRUERIA I l I I i 1 AND I ,I\J-X � I I i NOTES i I i ; DO NOT SCAL DIMENSIONS FROM THESEI DRAWINGS IF A DIMENSION IS UNCLEAR REFER TO THE ARd.HITECTURAL DRAWINGS OR � CONTACT THE E.O.R_ 1-1 L � r7' "AN NAME A'A',TAS,A - SHINGLE ) I DES,lIGN/DRAWN/CHECKED I QS / KM / LAP i I DATE - � . . i AL � y 1 4 AS NOTED � I I I i LPA No. i I ; I TOLL -17-01049 — � ; � No. I i CONTROL � � i 3683 � i i SHEET � I � i S0.0 I ; I I \,"�EET �10�F7 � � i � i 2x6 SYP#2 BLOCKING BETWEEN 2x6 NAILER SYP 2 EA. TRUSS. FASTEN TO TOP # PLATE w/ 10d 0 4 O.C. FASTENED TO TOP WALL SHEA RING PLATE w/ 10d 0 3" O.0 STUD WALL FRAMING 8d COMMON WIRE N TLS� I w/ 2x SOLID BLOCKING TO BLOCKING 03T SHEATHING O.C..C. � ! � G EDGE L 6 1 BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER 1 � AT SHEARWALLS AND PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. STUCCO FINISH TRUSS. ATTACH AT EACH WALL _ YBELOW RCH `SHEATHING, 5 8d COM AD I SEE SPECIFICATIONS 1p� STUD w/ 3-16 NAILS AT EA.' EACH SIDE PORCH - P I FRAMING INTERSECT -16d COMMONS OF SPLICE 16d COMMONS ION. (MIN.. OF " 2x4 SYP 2 HORIZ BRACING ® 8 -GUN NAILSHEADER, " # I SEE P AN. 6-16d BETWEEN EACHTRUSS) ®8 O.C. SHEATHING. SPLICE C� 8 O.C. „ L24 O.C. BETWEEN OUTER WALL HEADER & SUPPORTTRUSS. NAILP FULL HEIGHT&FIRST _INTERIOR POST PER PLAN. 2 MSTA24 PORCH �O,„ LL ANCHOR OR DTT2ZCONT. 'RIBBON -CONT. RIBBON. � 8d COM 0 EACH- END. 3-0.131x NAILS I STRAPS PERPENDICULAR TRUSS w/ 3 PERPENDICULAR HOLD' DOWN AT ; . (2)2x4 WOOD BOARD (TYP) L• BOARD (TYP) 3 O.C. TYP BELOW. & 1, ADJ. ( ) I�LLALL egsE of POST O DETAIL B EACH' SIDE FLOOR TO PORCH HEADER. WALL OF SPLICE ' FLOOR FLOOR TRUSS OPTION A ... SHEATHING 'TRUSSES TRUSSES 24�� 16 GUAGE POST BASE: - POT 4x4 POST: R JOIST. OR JOIST. 2x4'SYP 2 STRAP w/11 24 16 GUAGE. STUD WALL FRAMING O # ( r » - ,r SHEATHING SPLICE BE OW ° _ 6x6 POST. ABU66 , DIAGONAL 10dx1Y2 EA. END STRAP' w/11 w/ 2x SOLID BLOCKING LSTA12 FOLDED OVER TOP r I FASTEN EA. _ 1Odx1Y2 EA. END � - AT .SHEATHING EDGE DOUBLE TOP PLATE _ 8d COMMON WIRE NAILS ;I � PLATE w 5 10d NAILS , END w / » / " 3/4 OSB or PLYWOOD PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING 0 3 O.C. 3-10d COMMONS PORCH HEADER A ° HEADER r \ RIM BOARD Ya - - - - - - - SLB NAILS INTO BEAM. SPACE - SEE PLAN 6 Tj SHORTER THANTS16 •. ` •. MAX @ 48 O.G OMIT IF WALLL IN „F R S STEM. ALIGNCEL G L00 Y TRAPS ROD SHEATHING IS INSTALLED:FRAMINWALL FRAMING WALL FRAMING MSTA24 � ;WALL LINE ROOF TRUSSVERTICAL JOINTS WITHSTRAPS EPDXIED 6 MIN ON FACE OF BEAM WALL SHEATHING OR JOIST SHEATHING SPLICEFOR PERPENDICULA- T 0 T i � R JOINTSINS ALL FL OR 0°°JONLY REQUIREDFLOOR STRAPPING.. PER PLAN VIEW- PLAN VIEW OF ELEVATION VIEWOF ' . ° � I TRUSS CONNECTION _13LQC:. _ G.. 5 8d COM -GUN N8 SEE: DETAIL B ABOV 1 R PORCH HEAD R 'PORCH HEADER PORCH HEADEROPTION 0 2SHEARWALLS ANDEACH SIDE NAILS -CONTINUOUS 2x6 SYP 2 STUCCO FINISH OF SPLICE CORNERT : AT POST AT POST LEDGER FASTEN WITH . FULL HEIGHT..`. OPTION 1 OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. APA RIM BOARD OPTION OVER LAP SHEATHING FLOOR TRUSS PARALLEL HOLD DOWN 'AT MIN. (2)2x4 WOOD IJ PORCH SHEATHING -BASE OF POST BELOW. & 1 ADJ. PARALLEL TRUSS „ " O a OSB OR COM N OPTION B NOTE 1. /a (OR GREATER) PLYWOOD, w/ 8d MON AILS � 6 O.C. EDGE AND FIELD. TO PORCH HEADER. DETAIL A 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED OPTIONS L SHEATHING ANDSTRAPPING WALL AD T 1 FLOOR TO FLOOR WAL SHTYPICAL PORCH BEAM CONNECTION 4 J. O .ROOF` CONNECTION 2 TYPICAL PORCH FRAMING DETAILS 3 WHEN oTED SEE CONSTRUCTION SPECIFICATIONS FOR .ROOF ' S0.1 S0.1 SO.T So.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/S0.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE • IF TRUSS REACTION EXCEEDS a 23001bs PROVIDE CRIPPLE STUDS ROOF_ TRUSS. DIRECTLY BENEATH TRUSS SYP#2 2x4. NAILER FASTENED TO TRUSS ROOF " q q BOT. CHORD w 0:131x3 � 3 O.C. A 2-SIMPSON H2- - - - t.5T. / II IItt - - - - - - - - - t I� �I TRUSS. ; " ROOF A B A B ATS AT 12" FLOOR OR _ FASTENED TO SHEATHING 0 " 0 3 O.C. 2x4 SYP#2 C ROOF TRUSS. TRUSS. O.C. FASTENED TO TOP SDWC 15600 4-0.131x3 11 /4 SHEATHING FASTENED TO ®32" O.C. PLATE w/ II II II II 14 COMMON; MAX. TOP PLATE w/ 10d 0 3 O.C. SCREWS » SHEAR WALL 16 MAX. OSB WALL g D D ! r72, SYP 2 CONT. ATTACH ATS EAGH END wBFASTEN C / !, SHEATHING TOP PLATE AND TRUSS - TOE NAILS » D.C.3 0.131x3 COMMON w 0.131...x3 0 3 EDGE OF / SHEARWALL OR LL 2x MAY OVERHANG TOP PLATE. SHEARWALL C &7E, SHEARWAr(2) „ ,� » EXTERIOR WALL S 6 SW 8d@3"/6" EARWALL SEGMENTED SHEARWALL ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G PERFOR STRAP KING POST To POST BELOW' WITH 2-CS16 STRAP KING POST TO A - UPER STUDS ®-UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 „ ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT OSB DIAPHRAGhd FASTEN ROOF FLOOR DECK 10d 04 O.C. SW 8d0 CS STRAPS SW 8d03/6: (2) C518 STRAPS ANCHORS ARE NOT USED -flr �fI4- FI nnR HEADER DOWN CONNECTION TO NAILER w 1 ROW t3a ,..,��. 2x4 SPF#2 CONTINUOUS TRUSS. -END -END STUDS TO FOUNDATION HTT5 B " TO TOP 0 3 O.C. FASTEN FASTENED LEDGER FA 5W 8d03 6: HTT5 OR HDU5 SW 8403 6: OR HDU5 / FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) PLATE w 2) ROWS / ( „ 3 O.C. � � /ie OSB TRUSS WEBS WITH- BLOCKING _ " / 3 C - 0 PLATE ANCHOR S C - SOLE PLATE ANCHORS o 1/2„o OF 8d w .0.131x3 HEARWALL • NOTES. SEE SCH SCHEDULE ON DULE ON DETAIL 3 50.0 SEE LE DETAIL 3 SO.O / / 5 / 8 2x4 SPF PANEL FLOOR COMMON. 1. AT OOF'TRUSS BRACING APPLIED 0 2Y2' 3" ! SYP 2 2x4 NAILER FASTENED r ALL AROUND # / ' FRAMING CONTRACTOR CHOOSE MAY SHEARWALL NOTES A B -C D- OR G. 1° PROVIDE / OSB SHEATHING » „ WITH 8d COMMONS 0 3 O.C. AT.PANEL BOUNDARIES AND 8 IN THE FIELD, FRONT SIDE OF WE TO TRUSS BOT. CHORD w / j A / 2x4 SYP 2 FASTEN CATS EACH END w CATS AT 12 ., # PROVIDE 2x BLOCKING AT" ALL PANEL EDGES. WALL STUDS WALL STUDS „ (2) ROWS 0.131x3 0 3 O.C. II _ 3-0.131x3 NAILS 0 6 O.C. O.C. FASTENED TO TOP 2, USE ALTERNATE A. _ 412d TO 1 INTERIOR 1 SHEARWALL. PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS SW -2 COMMON. ENDINGBETWEEN SHEARWALL OR ROOF END POSTS FOR SW. BRACE IS NEEDED, OVERLAP BRACE 5-16d NAILS TRUSS -S. HEADER DOWN CONNECTION CONNECTION - CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" Q.C. TOP &, BOT B SEE PLAN C (1)MSTA24 STRAPS .,; D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) 8d COMMON NAIL HEADER UP CONNECTION CONNECTION CALL CUT TO ROOF OR FLOOR TRUSSES PER 5/S0.1 u UPLIFT CONNECTOR A ALTERNATE F w..%, LEaU LS18 O 32" O.C. B .) SEE PLAN C FOR FLOOR 4. INSTALL INTERIOR FOOTI (1)CS16 STRAPS D 1/2„o FULL HGT-THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) 8d COMMON NAIL (TYPICAL) ALTERNATE D ALTERNATE E 3. FASTEN ALL INTERIORS ALTERNATE TO ROOF OR FLOOR TRUSSES PER 5/S0.1 u BRACE PER TRUSSES- APPLIED OD ALTERNATE F w..%, LEaU ROOF NAILS TY ( .) 2x4 SYP#2 OUTLOOKERS WASHER SPEC. FOR FLOOR 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S10 k`*` 3/8 1/2„o ..-:; ..... _. ° 'ATTACHMENT .: w _• 2" 3» 5 / 8 LL AT ROOF & FLOOR r 5 SHEARWALL �;. 6 TYPIC EARWALL E R TIE Wi .,: LEVATION WHEN 7 DO BRACING APPLIED 0 2Y2' 3" SOi1 PROVIDE SOLID BLOCKING WITHIN t, TED (THIN FLOOR SY ..MAT SW ND'P TS. S0.1 THIS DETAIL- ONLY APPLIES WHEN �T`fiE E OS NOTED ON PLAN rr r 50.1 FRONT SIDE OF WE S MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFI ATIONS. WALL STUDS WALL STUDS „ CONTINUOUS LATERAL BRACING, 'SEE 2x12 OR 2 2x6 OR 2 O 02x4 SYP 2 LEDGER,. # EACH END w 3-10d / TOENAILS _ 412d TO SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -:BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. LON 2.)BRACING LUMBER SHALL INTERSECT I`I THE WEB OF THE BRACED TRUSS, PER I°I DELEGATED TRUSS ENGINEER. fl I 3.)PERMANENT PERMANENT BRACING °I WHERE NOTED ON TRUSS MFR. SHOP I°I DRAWINGS. THE CONTRACTOR SHALL 1 I PROVIDE 1x4 SYP#3 OR 'BETTER T -BRACE FASTENED TO(°I BOTTOM CHORD BRACING WEB w 12d 0 6"O.C. II PERPENDICULAR TO TRUSS BOTTOM T -BRA E TO BE THE CHORDS AND ATTACHED TO EACH SAME SIZE SPECIES I°I TRUS WITH 2-8d COMMON NAILS. AT ANDRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS 70 BE BRACED. I`I AT END WALLS PROVIDE DIAGONALS I I (APPROXIMATELY 45%) TO THE °I ADJACENT EXTERIOR PERPENDICULAR 11 WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING' tO MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO 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 ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. BETWEEN THE WALL AND THE FIRST 2x4x6' SYP#2 ..LATERAL BRACE EA. I I 8-10d X -BRACE wf 2-16d INTO BOTTOM -0 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A I� LSTA12 _ COMMONS TO GABLE TRUSS BOTTOM CHORD W MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. / SDWC15600 0 36" O.C. OMIT IF C L GE AT OVERFRAME FTE GABLE END BRACING " PERMANENT TRUSS BRACING WHEN 8 LEDGER CO�NECTION WHEN 9 DECK R I�FRAM RAFTERS 10 SHEATHING OVERLAPS GABLE 12 MIN T1 TION BY TRUSS OTEDTRUSS TO LEDGER CS0.1 USE THIS DE LTO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES 1. SPACE GABLE END BRACING 0 4 -6 MAX. S0.1 SCALE: 3/4 1 -0 ENGINEER. NOT SHOCLARITY MIN` 2 PLY STU MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 S DS IN LIEU OF 2 STUDS D) ITS ACCEPTABL ITS ACCEPTABLE GIRDER TRUSS --- TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS FULL HEIGHT - MIN 2 PLY' 36" LONG STUD' 36" LONG STUD WASHER _�_ 14 VL I X 11 OR BEAM 1 MSTA24 STRAPS ANCHORING SPECIFICATIONS O STUD - w/12 - FO t ,- F - --- r -V_ FASTEN w/12 FASTEN w/12 J.FO OVER TOP PLATE 2 MSTA24 STRAPS " I 0.131x3 GUN 0.131x3 GUN NAILS ANCHORING _ SIMPSON HTT5. OR I 0 f ANCHORING SYSTEM. THE THREADED ROD ANC F,4STEN w 18 10d FOLD OVER TOP PLATE / .. I � 2 MTS12 LL HT. NAILS ( ) -> r DOUBLE SYSTEM SHALL CONSIST OF � 0 A307 THREADED _ HDU5. FASTEN 12 M SOLE FASTEN`w/18 10d I O TS12 FULL HL -' HTML RODS ORIENTED VERTICALLY AND ATTACHED TO THE I a UPLIFT ? TOP PLATE. N 1 26 10d COMONS PLATE :, � ANCHOR � FOUNDATION AND TO THE UPPERMOST PLATE" AT THE `. . I I ' - CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE- SIMPSON DTT2Z II DOUBLE TOP SEE PLAN » » " II f TOP PLATE, PROVIDE A 2 x 2"x 7§ STEEL WASHER. w/8- Y4 x1}� I PLATE FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS II WALL STUD I :: I1 o SIMPSON FULL EIGHT A , OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) " FULL EIGHT .,I MINIMUM 2 PLYII LTT208 THREADEDROD (2)H2.5T (2)H2.5T ROD -- - I- - TA STUD " LI " .FULL HEIGHT N _ �_- � ROD ws ELATION. AT ALL PLATE PENETRATIONS,; MINIMUM. Y2 : THREADED R ` I WITHIN 6 OF f I � � » 1 „ I MINIMUM THREADED ROD = - _. L__ PROVIDE A HOLE IN THE PLATE LARGER THAN TH J 2 PLY >, EPDXIED 4 MIN R I GIRDER SEE PLAN 5 ( ) 2 PLY : � .: TURN TITEN HD J),L AT 2ND STORY i DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY .� THREADED I SEE PLAN LEVATION STUD' ° ° " _ E Yzx6 TITEN HD I STUD ` . SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ' ;ROD EPDXIED ° ° I STUDS PROVIDE l , �' A � L.. SIMPSON CNW OR EQUAL MAY BE USED IN CASES I YZ THREADED ROD 2 C518 STRAPS ' `. ( ) AGAINST PLATE 1 CS18 STRAPS 7.5 MIN STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ° ( EPDXIED 4 -MIN OR C FULL HT. AT BASE OF STUDS I AT BASE OF STUDS a OPTIONAL,. LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER x6" T ( ANCHOR---�,.L FLOOR TO FLOOR: : II 1i ITEN HD (FLOOR TO _FLOOR) NEEDED _. i IN HOLE. RODS MAY BE SLANTED FROM TRUE 3 „ „ » ( ) I AS ) /s RODS THD37634RC x63/a MINIMUM VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ( ) AT SILL PLATE AT TOP 'PLATE 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED " AT 3 O.C.(TYP) BRACE PER TRUSSES- APPLIED OD Q ROOF NAILS TY ( .) 2x4 SYP#2 OUTLOOKERS WASHER SPEC. EMBEDMENT DEPTH "EDGE DISTANCE 3/8 1/2„o '/2"o 2x2x'/a" TRUSS 2" 3» 5 / 8 ®24�� O.C. s/a D/4, 3x3x/a �7.5" BRACING APPLIED 0 2Y2' 3" 2x4 BLOCKING.. FASTEN FRONT SIDE OF WE " WALL STUDS WALL STUDS „ CONTINUOUS LATERAL BRACING, 'SEE 2x12 OR 2 2x6 OR 2 O 02x4 SYP 2 LEDGER,. # EACH END w 3-10d / TOENAILS TRUSS SHOP DRAWING FOR QTY. AND H3 OR H2 _ 5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. » AT 16 O.C. AT 16 O.C. FASTEN TO ROOF FRAMING BELOW BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. w 4 1 NAILS AT E / 2d Aides RAFTER. - 6-10d ROOF SHEATHING COMMONS .. OVERFRAME RAFTERS, SEE PLAN. ROOF TRUSS ROOF TRUSS [ SIMPSON H3 w 10=8d COMMON 1 / 2X6 ANGLE BRACE = SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS 11 TO EACH STUD, PER SCHEDULE BELOW ATTACH TO EACH STUD, PER SCHEDULE BELOW. 2x4 SPF#2 I• AND LEDGER TO ROOF MEMBER. MAYBE OMITTED 2X4 T -BRACE. ONLY WALL SHEATHING UP BLOC KING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. A SINGLE LEDGER B .DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". VERTICAL PRODIDE MTS12 Q$ CS16 DIRECTLY „ LESS THAN 4'-0" FASTEN w/10d COMMONS » 0 6 ON -CENTER 2X4 #2 SYP BLOCK. 0 EACH VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE '-& NAILING ROOF BER. MEM... BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH ° .775 2x6 w 5-0.131x3" 1850-2345 2x8 w/ 6- /4" 0x6" SDS SCREWS 0- / AND ROOF MEMBER. END W/ 3-10d TOENAILS 776-1250 2x8 w 8-0.131x3" / „ 46-3125 2x12 w 8-� "bx6" SDS SCREWS 23 / /a BLOCK TO DBL TOP •1251-1540 2x10 w/ 10-0.131x3 PLT W/ 2-H2.5T 1.540-1850 2x12 w/ 12-0.131x3 [PoROVIDE SOUR, F#2 BLOCKING AT -PANEL JOINTS ADJACENT LEDGER A NOTES: WHERE A LEDGER IS INDICATED TIE IN OF O RFRAMiE RAFTERS TO TRUSS FRAMING. I' 0.131x3" TOE NAILS @ 8"0. C. .... ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -:BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. LON 2.)BRACING LUMBER SHALL INTERSECT I`I THE WEB OF THE BRACED TRUSS, PER I°I DELEGATED TRUSS ENGINEER. fl I 3.)PERMANENT PERMANENT BRACING °I WHERE NOTED ON TRUSS MFR. SHOP I°I DRAWINGS. THE CONTRACTOR SHALL 1 I PROVIDE 1x4 SYP#3 OR 'BETTER T -BRACE FASTENED TO(°I BOTTOM CHORD BRACING WEB w 12d 0 6"O.C. II PERPENDICULAR TO TRUSS BOTTOM T -BRA E TO BE THE CHORDS AND ATTACHED TO EACH SAME SIZE SPECIES I°I TRUS WITH 2-8d COMMON NAILS. AT ANDRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS 70 BE BRACED. I`I AT END WALLS PROVIDE DIAGONALS I I (APPROXIMATELY 45%) TO THE °I ADJACENT EXTERIOR PERPENDICULAR 11 WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING' tO MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO 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 ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. BETWEEN THE WALL AND THE FIRST 2x4x6' SYP#2 ..LATERAL BRACE EA. I I 8-10d X -BRACE wf 2-16d INTO BOTTOM -0 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A I� LSTA12 _ COMMONS TO GABLE TRUSS BOTTOM CHORD W MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. / SDWC15600 0 36" O.C. OMIT IF C L GE AT OVERFRAME FTE GABLE END BRACING " PERMANENT TRUSS BRACING WHEN 8 LEDGER CO�NECTION WHEN 9 DECK R I�FRAM RAFTERS 10 SHEATHING OVERLAPS GABLE 12 MIN T1 TION BY TRUSS OTEDTRUSS TO LEDGER CS0.1 USE THIS DE LTO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES 1. SPACE GABLE END BRACING 0 4 -6 MAX. S0.1 SCALE: 3/4 1 -0 ENGINEER. NOT SHOCLARITY MIN` 2 PLY STU MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 S DS IN LIEU OF 2 STUDS D) ITS ACCEPTABL ITS ACCEPTABLE GIRDER TRUSS --- TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS FULL HEIGHT - MIN 2 PLY' 36" LONG STUD' 36" LONG STUD WASHER _�_ 14 VL I X 11 OR BEAM 1 MSTA24 STRAPS ANCHORING SPECIFICATIONS O STUD - w/12 - FO t ,- F - --- r -V_ FASTEN w/12 FASTEN w/12 J.FO OVER TOP PLATE 2 MSTA24 STRAPS " I 0.131x3 GUN 0.131x3 GUN NAILS ANCHORING _ SIMPSON HTT5. OR I 0 f ANCHORING SYSTEM. THE THREADED ROD ANC F,4STEN w 18 10d FOLD OVER TOP PLATE / .. I � 2 MTS12 LL HT. NAILS ( ) -> r DOUBLE SYSTEM SHALL CONSIST OF � 0 A307 THREADED _ HDU5. FASTEN 12 M SOLE FASTEN`w/18 10d I O TS12 FULL HL -' HTML RODS ORIENTED VERTICALLY AND ATTACHED TO THE I a UPLIFT ? TOP PLATE. N 1 26 10d COMONS PLATE :, � ANCHOR � FOUNDATION AND TO THE UPPERMOST PLATE" AT THE `. . I I ' - CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE- SIMPSON DTT2Z II DOUBLE TOP SEE PLAN » » " II f TOP PLATE, PROVIDE A 2 x 2"x 7§ STEEL WASHER. w/8- Y4 x1}� I PLATE FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS II WALL STUD I :: I1 o SIMPSON FULL EIGHT A , OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) " FULL EIGHT .,I MINIMUM 2 PLYII LTT208 THREADEDROD (2)H2.5T (2)H2.5T ROD -- - I- - TA STUD " LI " .FULL HEIGHT N _ �_- � ROD ws ELATION. AT ALL PLATE PENETRATIONS,; MINIMUM. Y2 : THREADED R ` I WITHIN 6 OF f I � � » 1 „ I MINIMUM THREADED ROD = - _. L__ PROVIDE A HOLE IN THE PLATE LARGER THAN TH J 2 PLY >, EPDXIED 4 MIN R I GIRDER SEE PLAN 5 ( ) 2 PLY : � .: TURN TITEN HD J),L AT 2ND STORY i DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY .� THREADED I SEE PLAN LEVATION STUD' ° ° " _ E Yzx6 TITEN HD I STUD ` . SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ' ;ROD EPDXIED ° ° I STUDS PROVIDE l , �' A � L.. SIMPSON CNW OR EQUAL MAY BE USED IN CASES I YZ THREADED ROD 2 C518 STRAPS ' `. ( ) AGAINST PLATE 1 CS18 STRAPS 7.5 MIN STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ° ( EPDXIED 4 -MIN OR C FULL HT. AT BASE OF STUDS I AT BASE OF STUDS a OPTIONAL,. LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER x6" T ( ANCHOR---�,.L FLOOR TO FLOOR: : II 1i ITEN HD (FLOOR TO _FLOOR) NEEDED _. i IN HOLE. RODS MAY BE SLANTED FROM TRUE 3 „ „ » ( ) I AS ) /s RODS THD37634RC x63/a MINIMUM VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ( ) AT SILL PLATE AT TOP 'PLATE 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED (1)DIAGONAL (4) BRACE PER TRUSSES- APPLIED OD Q F ROD 0 TO BACKSIDE OF WEB. WASHER SPEC. EMBEDMENT DEPTH "EDGE DISTANCE 3/8 1/2„o '/2"o 2x2x'/a" 4" 4„ 2" 3» 5 / 8 3 s/a D/4, 3x3x/a �7.5" BRACING APPLIED 0 2Y2' 3" FRONT SIDE OF WE CONTINUOUS LATERAL BRACING, 'SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -:BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. LON 2.)BRACING LUMBER SHALL INTERSECT I`I THE WEB OF THE BRACED TRUSS, PER I°I DELEGATED TRUSS ENGINEER. fl I 3.)PERMANENT PERMANENT BRACING °I WHERE NOTED ON TRUSS MFR. SHOP I°I DRAWINGS. THE CONTRACTOR SHALL 1 I PROVIDE 1x4 SYP#3 OR 'BETTER T -BRACE FASTENED TO(°I BOTTOM CHORD BRACING WEB w 12d 0 6"O.C. II PERPENDICULAR TO TRUSS BOTTOM T -BRA E TO BE THE CHORDS AND ATTACHED TO EACH SAME SIZE SPECIES I°I TRUS WITH 2-8d COMMON NAILS. AT ANDRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS 70 BE BRACED. I`I AT END WALLS PROVIDE DIAGONALS I I (APPROXIMATELY 45%) TO THE °I ADJACENT EXTERIOR PERPENDICULAR 11 WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING' tO MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO 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 ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. BETWEEN THE WALL AND THE FIRST 2x4x6' SYP#2 ..LATERAL BRACE EA. I I 8-10d X -BRACE wf 2-16d INTO BOTTOM -0 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A I� LSTA12 _ COMMONS TO GABLE TRUSS BOTTOM CHORD W MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. / SDWC15600 0 36" O.C. OMIT IF C L GE AT OVERFRAME FTE GABLE END BRACING " PERMANENT TRUSS BRACING WHEN 8 LEDGER CO�NECTION WHEN 9 DECK R I�FRAM RAFTERS 10 SHEATHING OVERLAPS GABLE 12 MIN T1 TION BY TRUSS OTEDTRUSS TO LEDGER CS0.1 USE THIS DE LTO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES 1. SPACE GABLE END BRACING 0 4 -6 MAX. S0.1 SCALE: 3/4 1 -0 ENGINEER. NOT SHOCLARITY MIN` 2 PLY STU MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 S DS IN LIEU OF 2 STUDS D) ITS ACCEPTABL ITS ACCEPTABLE GIRDER TRUSS --- TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS FULL HEIGHT - MIN 2 PLY' 36" LONG STUD' 36" LONG STUD WASHER _�_ 14 VL I X 11 OR BEAM 1 MSTA24 STRAPS ANCHORING SPECIFICATIONS O STUD - w/12 - FO t ,- F - --- r -V_ FASTEN w/12 FASTEN w/12 J.FO OVER TOP PLATE 2 MSTA24 STRAPS " I 0.131x3 GUN 0.131x3 GUN NAILS ANCHORING _ SIMPSON HTT5. OR I 0 f ANCHORING SYSTEM. THE THREADED ROD ANC F,4STEN w 18 10d FOLD OVER TOP PLATE / .. I � 2 MTS12 LL HT. NAILS ( ) -> r DOUBLE SYSTEM SHALL CONSIST OF � 0 A307 THREADED _ HDU5. FASTEN 12 M SOLE FASTEN`w/18 10d I O TS12 FULL HL -' HTML RODS ORIENTED VERTICALLY AND ATTACHED TO THE I a UPLIFT ? TOP PLATE. N 1 26 10d COMONS PLATE :, � ANCHOR � FOUNDATION AND TO THE UPPERMOST PLATE" AT THE `. . I I ' - CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE- SIMPSON DTT2Z II DOUBLE TOP SEE PLAN » » " II f TOP PLATE, PROVIDE A 2 x 2"x 7§ STEEL WASHER. w/8- Y4 x1}� I PLATE FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS II WALL STUD I :: I1 o SIMPSON FULL EIGHT A , OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) " FULL EIGHT .,I MINIMUM 2 PLYII LTT208 THREADEDROD (2)H2.5T (2)H2.5T ROD -- - I- - TA STUD " LI " .FULL HEIGHT N _ �_- � ROD ws ELATION. AT ALL PLATE PENETRATIONS,; MINIMUM. Y2 : THREADED R ` I WITHIN 6 OF f I � � » 1 „ I MINIMUM THREADED ROD = - _. L__ PROVIDE A HOLE IN THE PLATE LARGER THAN TH J 2 PLY >, EPDXIED 4 MIN R I GIRDER SEE PLAN 5 ( ) 2 PLY : � .: TURN TITEN HD J),L AT 2ND STORY i DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY .� THREADED I SEE PLAN LEVATION STUD' ° ° " _ E Yzx6 TITEN HD I STUD ` . SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ' ;ROD EPDXIED ° ° I STUDS PROVIDE l , �' A � L.. SIMPSON CNW OR EQUAL MAY BE USED IN CASES I YZ THREADED ROD 2 C518 STRAPS ' `. ( ) AGAINST PLATE 1 CS18 STRAPS 7.5 MIN STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ° ( EPDXIED 4 -MIN OR C FULL HT. AT BASE OF STUDS I AT BASE OF STUDS a OPTIONAL,. LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER x6" T ( ANCHOR---�,.L FLOOR TO FLOOR: : II 1i ITEN HD (FLOOR TO _FLOOR) NEEDED _. i IN HOLE. RODS MAY BE SLANTED FROM TRUE 3 „ „ » ( ) I AS ) /s RODS THD37634RC x63/a MINIMUM VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ( ) AT SILL PLATE AT TOP 'PLATE 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT FULL HEIGHT ANCHOR INSTALLATION CHART THREADED ® © OD Q F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH "EDGE DISTANCE 3/8 1/2„o '/2"o 2x2x'/a" 4" 4„ 2" 3» 5 / 8 3 s/a D/4, 3x3x/a �7.5" 12" 2Y2' 3" THE NUT FORM 1HE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z 7 ROD = DTT2Z SECURED OVER THE WASHER TO A SNUG-71GHT w 8- X"x1 " V ROD HTT5 CONDITION PLUS ONE-HALF TURN OF A STANDARD / HTT5 WRENCH FT. - LOS �SpS SCREWS BUILT-1,6POST, BUILT-UP POST, - DUE 30 FT. LBS. OF TORQUE). DUE TO NKAGE AND COMPRESSION OF BUILDING SEE LAN. SEE PLAN. CONTRA SHALL RE-11GHTE'N NUT TO,30 FT. -LBS. TRADES ARE ��TORQUE AFTER ALL TR COMPLEX AND PRIOR TIO INSULATION. FACE EPDXY A • ALL THREADED RODS SHALL BE HTT5 Of HDU5 DTT2Z LTT208 DRILLED H EPDXYY ANCHORED. SEE INSTALLATION v ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 DEPTH O MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE „ i 5 FULL HEIGHT TR CONVENTIONAL :FULL HEIGHT .ANCHOR REQUIREMENTS 3/ FULL HEIGHT ROD /s . ,FULL HEIGHT ROD' 0 V , THREADED ROD INSTALLATION CHART / 3 WALL SECTION FULL HEIGHT ROD ALTERNATE s H N ATTACHMENTHMENTFULL HEIGHT WOOD FRAME WALLANCHORING SYSTEM 41FULL HEIGHT THREADED ROD 15 LD DOW sETAIL12 13ATT CHMENT WHN GIRDER /BEAM STRAPPING' S0.1 DETAIL ONLY APPLIES WHEN NOTED ON PLAN .1 , Val/ ALTERNATE S0:1THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I ii 4 en�r• �j � a ^i b M i co...to o � 7 No. 6 TAT o '•..L ORS .r N �4Wolin O1YAt i NUIU1�11UN►���� st©pher J_ Sab_ourin PE FL PE#71461 'REVISIONS DATE _I IN DOCUMENTS. ANY TIONS MADE PRIOR TO ED BY LOU PONTIGO B ES MAY RESULT IN ' ENGINEERING OR :CTION FEES. SHEET I so.] I I tHEET 2 OF 7 I wa .y O 4n �n r` 0 ORI..• s� i nAl- 1 0000- ChristyP her J Sabourin PE FL PE#71461 i REVISIONS DA TE �i FIELD ALTERATIO CONTRACTOR SHALL CONTA( PONTIGO 8 ASSOCIATES PRIC L OVERLAP SIDEWALL TOP PLATE 4 ALWAYS PLACE ' • • HEADER AT TOP OF ROUGH OPENING (2)20ga STRAPS HEADER TO JACK.. HITS w / ROOF SHEATHING PER THREADED ROD CONSTRUCTION SPEC's EPDXIED 12" 0 10d C MMONS 1/2"x10" S.S LAG BOLT @ 6"oc EXTEND HEADER TO 2 2 ... .. f FAR SIDE OF WALL 2x6 SPF#2 RAFTERS 6x6 POST. AS SHOWN. SPLICE 2x6 x 4'-6" P T. SYP NO.2 „;, @ 24 o.c 6 6 6>1 4'-0"x4'—O" PIECE OF WALL EXPOSED RAFTER TAIL TRUSS c;� 24 O.C. TO EACH ROOF 2x6 S #2 `LEDGER SDWC15600 SHEATING INSTALL AT UPPER w/2 -1/4"W SDS (2)2x6 • • „ CORNER 1 BELOW GARAGE HEADER DETAIL A 2x4 P.T. S P No.2 SORE " Cd' ;16 o.c JACK STUD JACK STUD AT DOOR JACKS ON EXTERIOR STUD TRIMED AS ( BLOCKING/CLOSURE FASTEN AT DOOR AND 1 O KING. _ -� L� SHOWN ) 2 � w 3-10d 8 e DOWN TO R=QUIRED OE NAILS. RIP DEPTH FASTEN SHEATING TO HEADER w/ 8d COMMON QR GALV. BOX NAILS PRE—ENGINEERED �' WOOD ROOF TRUSSES. ' WOOD BEAM PER PLAN IN 3" GRID PATTERN AS SHOWN AND 3" O.0 iN ALL FRAMING � 10d NAILS 6x6 P ST SEE PLAN (2)SDWC15600 " " Ya x3Yz (STUDS, BLOCKING & SILLS) TYP. 0 4" O.C. PLAN VIEW TAPCON PLAN 'MEW SIMPSON LTT20B — STAGGERED 4x4 HORIZONTAL LEG SCREW RECESSED IN SLAB — DOUBLE BLOCKING AT PANEL JOINT, NAILED 'TOGETHER w/ 3-16d `SINKERS —10d TON TOENAILS ACH SIDE " " x8 LAG SCREW w/Y2" THREADED ROD EPDXIED 4" RECESSED 6x6 POST WITH ABU66 UPLIFT 4x4 DIAGONAL NAL av_ w 5/,," % /a THREADED ROD CONNECTOR CONC. CONC. ..� .- -.,_ _... EPDXIED 12 IN. M " " � x8 LAG SCREW SLAB SLAB DOUBLE RECESSED • . .- -, . TOP PLATE ELEVATION VIEW ELEVAT N VIEW 4x4 VERTICAL ALL EXPOSED METAL OPTION A OPTION B CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL GARAGE WING WALL FRAMING LESS THAN 12 RAFTS TALL OSTIAL 2 R 3 S ED ROOF - O BRACKET ET ETAI RACK DETAIL 4 FRONT ENTRY ` AMB FASTENING WIEN1 oTEo S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO. - S0.2 SCA „ „ E. 3/4 1 0 oTEo SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 7 i A t 3 wa .y O 4n �n r` 0 ORI..• s� i nAl- 1 0000- ChristyP her J Sabourin PE FL PE#71461 i REVISIONS DA TE �i FIELD ALTERATIO CONTRACTOR SHALL CONTA( PONTIGO 8 ASSOCIATES PRIC L SYMBOLS LEGEND -- - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL 7%7 DESIGNATES SLAB RECESS Associates, Inc. i L 420 Osceola Avenue axI Beach. Florida 32250 I Ph. 242-0908 Fax. 241-9557 9 57 I FL. -!A# 8344 SC: CA# 3579 I i 83'-6' I -- 4 » 18'-2' 65 _ iiiN 1 Np 1 1 0 J � , 17-2 62-0 3 4 N r �I r y a t y OF.yy a . . ., � r 12"x12" CMU PILASTER BUILT a $ INTEGRALLY w STEMWALL No 1 1 1 •* w 2 5 VERTICAL 9 i T/ PILASTER - F.F.E. s1.o1 s1.a1 Q F •I o �. .�, STA E � ,. H 4r , o - 4o rCJ'� • �L� N •� ♦ o �L p ••o -114 Nam ♦♦� xxxxxx t7 \\ - ----- - �L I I , Christopher ` TING TO I � C r stb her• Sabourin PE MONO F00 � 1 1-c" » _ .._ MONO FOOTING TO � FL PE#.71461 STEMWALL w, 2 5x30 ISISTEMWALLI I » w 2 5x30. o I 6 MIN. DOWELS EPDXIED » DOWELS- EPDXIED 6 MIN. 1 1 REVISIONS DATE r- 1 O y 0 , » 4 9 1 1 4 10 I 8 Ln S1.01 CO S1.01 _ I N L .p II S1 1 n 6 U V8 o S1.01 o S .01 1 I I I I I I I I rnCID, r -r7 PAVERS 1 r� FIELD ALTERATION - BY OTHERS _ » CONTRACTOR SHALL CONTACT LOU 20-81P STAIRS BY - PON I ASSOCIATES O GO & SSOC ES PRIOR TO BUILDER a MAKING ANY STRUCTURAL FIELD - - MD IFICATIDNS WHICH MAY VARY PROVIDE 4x4 ;. MONO FOOTING TO P VI E 2 0 PAVERS # 1 N FRO THE INTENT OF THEORIGINAL ' f _PROVIDE SAW CUTS PER S BY - STAN ``���� k^�BYCONSTRUCTION DOCUMENTS. ANY. CORNER ER CRACK BARS STEM WALL w 2 5x30f x / # OTHERSFIEL LTERNATI EILDER 1.01 BUILDER TO _9 D A ONS. MAD PRIOR TO IJ 5 SB I / , M T SLAB ID DEPTH. A LO ' BEING APPROVEDO DOWELS EPDXIED MIN. BY LOU P NTIGO & p L 0 6 4 CON CI \ETE SLAB w/ S1.01 ASSOCIATES MAY RESULT IN L I � COORDINATE WITH FINISH �AbDITIONAL ENGINEERING OR 'E' MESH @ 1.5 'LBS CU.YD.FIB R _FLOOR MATERIAL, - - - - _,__ SPECTION FEES. _ OF CONCRETE OR 6x6 W1.4xW1.4 j WWF ON EMIL .VAPOR BARRIER - $ SLIDING GLASS DOOR - IN PREPARED GRADE. - co `I MUST BE RECESSED j s1.a1 FRAMES 6 I 4 .. SEE ARCHITECTURAL PLANS 0 12"x12 CMU PILASTER BUILT j S1.01 ( S1.01 z FOR LOCATION OF SLIDING ( � I INTEGRALLY w/ STEMWALL 1 - - w GLASS DOORS. o I I I w 2 5 VERTICAL I _ / �) # V o MONO FOOTING TO I 3 o O T PILASTER = .F.E. oI I T/ PILASTER » I 1 4 'Co V LL w 2 5x30 STEM WA I # S1.01 I I » _ STAIRS BY EPDXIED 6 MIN. 9 2 I I I oo � DOWELS � i � I I » d- BUILDER _ W �a I I 3 4 - I W C)O 1 r I SAWCUT - - - - -- - I -- L `r 6 , LIJ S1.01 r _ ¢ S1.01 : 7 r, ,... n x L I w 51.01 1/4 : S1.01 N ;S1.01 I I �-- N _ I „ r. W I r I - - Ate^ SAWCUT o J -- - _ 2 ,� i I I� \> 1OB S1.01S1.01 U ^7B i 1 S101 I � 1 51.01 _ Q (( 00 I I - -o 14 8 11 4 6 1 I j I x S1.01 � I I i I I - - - - U 1 3 <I S1.01 S1.01 ; i i I 3 -6 80)-0)) ol 83'_6» II FOUNDATION PLAN ii'I I h DO T SCALE DIMENSIONS FROM THESEDRAWINGS. IF A DIMENSION IS i s NCLEAR REFER To THE AR HITECTURAL DRAWINGS OR CONTACT THE E.O.R y, PLAN NAME FOUNDATION PLA A ASTASIA - SHINGLE FOOTING SCHEDULE AND NOTES SCALE: 1/4" 1'-0" UES GN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS S KM / LAP >, ; ,„ 3- 5 EA. WAY BOT. DATE F2.0 2 -0 2'-0" 1 -0 # ,_ 2'-6" 1'_p" 3- 5 EA: WAY BOT. F2.5 20-6- # 10.20..17 F3.0 3 -0 3'-0" 1'-0" 3-#5 EA. WAY BOT SCALE ,_ 3'-6" 1'-0" 4-#5 EA. WAY BOT F3.5 3 6 AS NOTED ' 4- 5 EA. WAY BOT F4.0 4)-0' 4'-0 1 -0 # LPA No, " TOLL -17-01049 1049 - T 4 5 EA '.:WAY BO _ 11-011 4' 6" F4.5 4'-6# N ONLY CONVEYS STRUCTURAL INFO. ,RELATED TO THE 1. THIS FOUNDATION PLA CONDUITS ELECTRICAL EMBEDS` � CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS,, HOWN HERE IN FOR 83 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLANS 36EE Lj1L REFERENCE ONLY. SHEET OFFI CE OPV I E IN ACCORDANCE w LOCAL BUILDING CODES. 1 2. FIGS. & FRIO. SHALL B / S10 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. HEET 4 OF 7 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. AND ANCHORAGE PER (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. TYPICAL CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12 HOOK INTO SLAB. - » SOLE PLATE ANCHOR 1 #5 CONT., PROVIDE 8 CMU OPEN BOTTOM LINTEL SEE 3 SO.0 ' 4'-0" HIGH NOTIFY E.O.R. CORNER BARS TYP. SEE 7B S1.01 FOOTING AT :PORCHES. �, � — MONO SLAB. 1 � � __ BLOCK.. w 1 5 CONTINUOUS FOR TEMPORARY BRACING 5. , - WHEN SPECIFIED ON PLAN. _ 2 LAYOUT PLAN AND SEE ARCH PLAN ,100 PERMANENT LATERAL SLAB ON SLAB ON GRADE, -= • --= _ , _--- SUPPORT DETAIL. - SEE PLAN. • a. r` a GRADE _- ——f SEE 'PLAN. GRADE OR CONC. / / `SLAB SEE PLAN. -� \ \ / / \�' \ 8 4 DOWEL TO MATCH VERT. CMU STEM WALLW S \ N WER P N SLOPES TO DRAIN SEE ARCH `SLAB ON !" 0 \ \ STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 #4 VERT. ® 48"O.C. 7 TO 10 #4 VERT. @ 24"O.C. 11 TO 12 #4VERT. 0 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. / / 4 a s _ #4 VERTICAL DOWELS C�? 24 O.C. ALL REINFORCING SEE STEMWALL z / GRADE _ \ \\ PLAN.. MAINTAIN 4 MIN. SLAB THICKNESS. � - .:.. �. 90 BEN I / .- SCHEDULE w 6 HOOK INTO - \ ., D INTO FTC;. z-�\.-� \ _SEE PLAN � T 00 .� \ -,- 4 FOOTING. LAP VERT REINFORCING ' i 25 IF STEMWALL IS GREATER ;- \ 4 THAN 3 COURSES. � r \ n • Q • ;4 CONCRETE CONCRETE FOOTING / CONT. CO • • d FOOTING \ / STEMWALL SEE 1 S1.01 » \ 8"d x 16"w 1 STORY w/(2)#5 CONT. -'� - f \ � ,f Q 3 CLEAR 10 d x 20"w 2—STORY w/(3)#4 OR (2)#5 CONT. w » � 0 10 x20 ... / n -uc r'nKlt TOLL— CON- S L s ]. L SHEET i O E N r Y\ ci No. 4 kQ, . STAT Christ©pher"J Sabourin'PE FL PE#71461 i t-- REVISIONS DATE i i _I F(E I LD ALTERATION CONTIIRACTOR SHALL CONTACT LOU PON TIGO & ASSOCIATES PRIOR TO MA�hYYING ANY STRUCTURAL FIELD FICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD LTERNATION S'MADE PRIOR TO BEING APPROVED BY LOU PONTIGO F, A SOCIATES MAY RESULT IN A DITIONAL ENGINEERING OR INSPECTION FEES. TOLL— CON- S L s ]. L SHEET i I SYMBOLS LEGEND ` DESIGNATES SHEARWALL, THE HIDDEN ---=-= -= LINE DESIGNATES SIDE Or WALL THE I SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ j DESIGNATES 8d COMMONS @ 3„ O.C. EDGE & 6' O.C. "IN THE FIELD' t DESIGNATES THE HEADER SIZE, NUMBER T ' (2)2x8-1/2 OF PLY'S &JACK/KING STUDS NEEDED It;, �,.1� FOR SUPPORT HEADER. ; L�u Pontigo and -- BEAM OR TRUSS, SEE PLAN Al i s S O C i a t e s, I n c. ANCHOR LEGEND 20 Osceola Avenue Jaxt Beach, Florida 32250 3/6" A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557 THREADED ROD, SEE DETAIL 12/SO.1 FL: CA # 8344 SC: CA# 3579 I X5 5/a A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 NpfliNi i11MH�M 3/8" A307 DIAMETER THREADED �R J, ROD TERMINATES AT FIRST FLOORrrrrorrrrrr1 TOP PLATE, SEE DETAIL 12/50;1 r� ,CIFN rr ar 5/8" A307 DIAMETER THREADED 'Z �•I `r ' C"� (�b ROD TERMINATES AT FIRST FLOOR ; No. �n TOP PLATE, SEE DETAIL12/SO.1 i Q 2 2x1-0-1 2 - •� •. STAT F •• `,ti CD ( ) / (2}2x10 1 /1 SIMPSON HTT5 SEE DETAIL 15/S0.1 � i 4 C � STRAP HEADER ( STRAP HEADER `�+61 • SIMPSON DTT2Z SEE DETAIL 15/so.1 NNA1.E��„r�``a PER 7/S0.1 I' PER 7/S0.1 C-hrist6pher I Sabourin PE SIMPSON LTT20B SEE DETAIL 15/S0.1 FL P E# 7 1 4 6 1 WALL STUD SCHEDULE RIEVISIONS DATE L r7 u? PLATE STUD SIZE r I x LOCATION I' OSB WALL N HEIGHT &SPACING L (n (V 2x4 SPF#2 @ 16,, O.C. SHEATHING. I' EXTERIOR I MAX I FASTEN TOP OF WALL I I `� EXTERIOR 10'-1 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. PER DETAIL 5/S0.1. I 2 2x6 10'-1 To SPF#2 Irl,+`O SEE 3/S0.1 FOR BEAM EXTERIOR 2x6 sPF#2 @ 16O.C. �0, CONN. (TYPICAL) 14 0 i POST I I INTERIOR 1MA0" 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. or FIELD ALTERATION MAX 2x4 SPF#2 @ 12" O.C. I CONTRACTOR SHALL CONTACT LOU N O STUD NOTES- CONTRACTOR a ASSOCIATES PRIOR TO 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL II x _I CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS. ANY (2)2X6 ^ I 6X6 P, T, SYP#2 POST ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS BY P NTIGO TO BEING APPROVED BY LOULQU PONTIGO & SPF#2 I W/rABU66. SEE DETAIL_ 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN 2/SO.1. (TYPICAL) YELLOW PINE. ADITIONALENGINEERINGOR 2 2x1D-1 1 POST. INSPECTION FEES. c4 *A 11;�� 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS i TOP PLATE TO STUDS: SDWC^15600 48" O.C. I (2)2X10 TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. ZX4 SPF#2 STUDS 2" O.C. I MINIMUM. SEE 3/50.0 FOR ADDITIONAL ANCHORS AT I ZSHEARWALLS I IN, CID COMBINED USE PANEL NOTES T LDLLJ (0 V X 1. EXTERIOR WALL SHEATHING SHALL BE O CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST m I v TOP PLATE. SEE DETAIL 1/SO,1 FOR SHEATHING v J SPLICE LOCATIONS FOR MULTI STORY CONDITIONS N 2. SEE SHEET SO.O FOR WALL SHEATHING Ij SPECIFICATIONS. W a !I � _ � c I - 3. UPPER MOST TOP PLATE SUPPORTING ROOF m 0-1 = I - -- MEMBERS SHALL BE STRAPPED AS SHOWN IN W J` -; H- DETAIL 1 /SO.O bi 4. INSTALL SOLE PLATE ANCHORS PER DETAIL W '' e AVE PORTANT NOTE: 3/Sao 7U I ��, � ; 6X6 Pbtm,. T0E2EADED �- I I ROD E40XIED 12" SEE 1 /S0.2 GENERAL NOTESZ n 1. SEE DETAIL 2/Sa0 FOR WALL FRAMING DETAIL. 1 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, Ll W I I PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER W OSB WALL 1 I < I I � PLIES. N N 2. SEE SHEET S0.0 FOR ROOF AND FLOOR J SHEATHING. W I = N N SHEATHING SPECIFICATIONS. rfi N LLJ 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I ( Q PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES to TOGETHER PER DETAIL 6/SD.O O MCD 4. INSTALL SOLE PLATE ANCHORS PER DETAIL W 3/SO.O r� 5. AT SHEARWALLS, PROVIDE DIAPHRAGM VERY IMPORTANT NOTE: ATTACHMENT PER DETAIL 5/SO.1 SHEATH CONT. THRU I PER ENDICULAR WALL I I I 6X6 PST W/ 5/g�" THREADED 6. FOR ATTACHMENT OF EXTERIOR. WALLS THAT FASTEN TOP OF WALL ROD E OXIED 12" SEE 1 /SO.2 TERMINATE BETWEEN TRUSSES, SEE" 5A/S0.1 PER DETAIL 5/S0.1. I / 7. AT PORCHES, SEE DETAIL 2/50.1 FOR FRAMING AND HOLD DOWNS Q I o (2)2x8-1/1 STRUCT'RAL U (2)2x8.-�/1 HB (2).2x6 - JCS18 STRAPPING DETAIL SPF#2 SEE DETAIL -_ POST. 3/SO.2 (2 PLACES) CS18 STRAP w/ 10" END LENGTH. FASTEN I� THIS END w/9 -10d. j II'1 0 WALL FRAMING Iil w c�a LEI oUj III FFI?ST FLOOR EE NO NAILS REQUIRED FLOOR SIL IN CLEAR SPAN FRAMINV TRUSSES I�f OR JOIST. z PLAN DOUBLE WALL FRAMING-/IIIS w SHEAR ALL NOTE: SW: 3/6 TOP PLATE. IEJ h CS18 STRAP w/ 10 SW: /6 DESIGNATES SHEARWALL (2)ROWS OF END LENGTH. FASTEN THIS END w/ 9-10d. NAILING - 8d @ 3" EDGE AND 6" "FIELD" 16d @ 9" O.C. DO NOT ADIMENSIONS CRIPPLE STUDS JNCLEAR REFER TO THE SOLE PLATE ANCHOR'S - SEE SCHEDULE ON (9) 16" O.C. ARCHITECTURALT°�o�RSOR OND TAIL 3/SO.0 L PLAN NAME (2)2X8 PLATES A ASTASIA SHINGLE DESIGN/DRAWN/CH ECKED �S / KM LAP BEAM SEE PLAN DATE 10.20.17 3-10d TOENAILS SCALE 2 -ROWS OF SIMPSON AS `NOTED (2)2X8 MINIMUM PLANK 15600 SDWC SCREWS k j LPA No. ORIENTED HEADER OVER Q 12 O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN TOLL -17-01049 TO JACKS EACH EA H -END CONTROL No. 1: INSTALL SOLE PLATE ANCHORS PER DETAIL 3/ 0.0 1 HEADER SECTION W/(1)A35 36 SHEET OFFICE COPY 2. ANCHOR SPACING SHALL BE AS NOTED. FOR S1.1 EX MPLE - SOLE PLT @ 36 = 36" GIN CEN -TER SPACING SHEET 6 'OF 7 SOLE PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS OTHER' NOTED SHEA WALLS 24" O.C. (SW d@3"/6") SOLE F PLT 0 # WHEN NOTED ON PLAN SEE NOTE 2 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FOAMING PLAN NOTES* 1. FOR TYPICAL ROOF SHEATHING .AND FRAMING; SEE SHEET 50.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN: MIN: (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0 0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Rafter or Truss RAN I 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING )r" minimum ed e RAv 9 WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 distance for full values {with or Splice may be In upper or SCREW UNLESS OTHERWISE NOTED without a plate lowerlate splice) F i x t I DO NOT SCALE DIMENSIONS FROM THESE, DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE AR 9HITECTURAL DRAWINGS OR Y.' from top plate , f S i CONTACT THE E.O.R splice Offset for full values ILOW UD NOT DIRECTL ROOF TRUSS PLAC MENT `PLAN TRUSS PLAN NAME ANASTASIA —SHINGLE SCALE: 1/4" 1'-0" DESIGN/DRAWN/CHECKED S / KM /LAP DATE DWC AT TOP PLATE SPLICE 10.20.17 SCALE j AS NOTED _ LPA No. TOLL -17-01049 CONTROL No. 3683 SHEET OFFICE COPY S1.2 SHEET 7 OF 7 i i E s � Rafter or Truss RAN I 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING )r" minimum ed e RAv 9 WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 distance for full values {with or Splice may be In upper or SCREW UNLESS OTHERWISE NOTED without a plate lowerlate splice) F i x t I DO NOT SCALE DIMENSIONS FROM THESE, DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE AR 9HITECTURAL DRAWINGS OR Y.' from top plate , f S i CONTACT THE E.O.R splice Offset for full values ILOW UD NOT DIRECTL ROOF TRUSS PLAC MENT `PLAN TRUSS PLAN NAME ANASTASIA —SHINGLE SCALE: 1/4" 1'-0" DESIGN/DRAWN/CHECKED S / KM /LAP DATE DWC AT TOP PLATE SPLICE 10.20.17 SCALE j AS NOTED _ LPA No. TOLL -17-01049 CONTROL No. 3683 SHEET OFFICE COPY S1.2 SHEET 7 OF 7 i i Lu Pontigo and TRUSS Associates, Inc. I _ FASTENING DETAILS �20 OsceolaAvenue ue 1ax Beach Florida 322 5 o Ph. 242-0908 _ 08 Fax. 241 9557 FL: CSA I # 8344 5C. CA# 3579 I I ® ,r.®a m fifl �p+1ffN Nif►t/p Nr� � lei �d das ®m e., a r r R r .m m°> 2 RAFTER TAILS, 2 _ CJ - No. . � SO.1 SEE DETAIL 2 SO.2 SO.2 _ . M �k • .. ., S T A F a N i I ` O. Q O r� TUD DIRECTLY s s s i 0 N E H T 16 VX H 16 04 2 BE LOW TRUSS SDWC15600 TOP P T LA E TO STUD SDWC15600 r � �. .• __ . � I Chrl s t o heT 1 Sabourfn PE P RAFTER TAILS I ; FL PE#71461 SEE DETAIL 2 S0.2 WX i I BUSS TIE DOWN WITH I P S M SON DW S C RE VIS ONS DATE J Rafter to Top Plate shown> I f _.� I � 2 Truss to To Plate srmrlar p r J56 S0.2 Optimal 2 p 2Y2 I 2 { 10 ', S0.1 ' I / (2)HTS 6 30 I 0 F ELD ALTERATION II / � r 2 TUD DIRECTLY11 ELOW TRUSS CONTRA PON MAKING CTOR SHALL CONTACT LOU IGO & ASSOCIATES PRIOR TO ANY TRUCTURALFIELD S0. 1 Y Max MODIFICATIONS MO WHICH MAYVA Y R ,J FPOV THE INTENT OF THE ORIGINAL i PORCH CEIL ING SHEATHING AT BOTTOM CHORD OF s t ' CONSTRUCTION 'FIELD BI ENG DOCUMENTS. ANY LTERNATIONS MADE PRIOR TO I APPROVED BY LOU PONTIGO & I J SDWC15600 5600 TOP PLATE TO Ar SOCI ES MAY RESULT IN I TRUSS SEE 2 50.1. 6 PORCH SELLING SHEATHING STUD SDWC15600 AE ENGINEERING DR ; INSPECTION FEES. AT BOTTOM CHORD OF / TRUSS _SEE 2 50.1. roof . 1. Slo ed roof rafters may be sloped u to and including Sloped— P Y p P 9 H TS16 26 �Tl 1 a 12.12 Itch and must be blydsmouth cut. P . ; s . A II /f Ff 2. Reference detail 4 for installation Instructions. Rafter or Truss RAN I 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING )r" minimum ed e RAv 9 WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 distance for full values {with or Splice may be In upper or SCREW UNLESS OTHERWISE NOTED without a plate lowerlate splice) F i x t I DO NOT SCALE DIMENSIONS FROM THESE, DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE AR 9HITECTURAL DRAWINGS OR Y.' from top plate , f S i CONTACT THE E.O.R splice Offset for full values ILOW UD NOT DIRECTL ROOF TRUSS PLAC MENT `PLAN TRUSS PLAN NAME ANASTASIA —SHINGLE SCALE: 1/4" 1'-0" DESIGN/DRAWN/CHECKED S / KM /LAP DATE DWC AT TOP PLATE SPLICE 10.20.17 SCALE j AS NOTED _ LPA No. TOLL -17-01049 CONTROL No. 3683 SHEET OFFICE COPY S1.2 SHEET 7 OF 7 i i