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1678 ATLANTIC BEACH DR - STRU. DRAWINGS------ __ __ I I - " 11 � i � . I ,� I I � 11 �, I I ,� -_�, I I " ��­ , 1, I i I I r 11 I � I ��, � � �� I � I 11 r I I I I I I �, � i I I I � . I � i I '1�11 I i � DESIGN SPECIFICATIONS - 1 � � �,,L 1, � I - � I USP CONNECTORS I TYPICAL HFADER-UAILM "' : __"� -- '' � 1,� ;,­�,­ - , � ,� I — r — 7�1 � I _,i I 11 I � - I O.131X3" TOE NAILS .." TYPICA WINDOW SILL SCHEDULE � I -1 I , — ,_,"Tr_1;,i ,,I� " " " I, , , , ,_� , , — , ,,, " ',',� DESIGN CODE�l COMPONENTS & CLADDING � GARAGE DOOR UPLIFT' - TYPIC kL JP PLATE NAILING: PLATE SPLICE , __ � ,7V 1 2017 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN P I i 2XIS, 2x8 = (5) NAILS � - 17 �'- " -, `­ TF�Vll - — , , ""t'*� , I ES (PSF FASTENERS FL# CODE 1 4'-O" MIN. SPLICE LEN('TW MINIMUM END , I , 11 I 1p ___ - 2X1O, 2x12 = (7) NAILS L S I - ''' OPENING OR SILL PLATES FASTENER EACH END ,'I I i ,,,- � � -J I -, DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR EDGE STRIP (PSF): 1 CAR SYP SPF . 0.131XY END NAILS: wl (16) 0.13W" NAILS __ I � " �, _,,_1�7:�` "t, I , g, - UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPUANCE. TRIBUTARY 9- LVL, 11" LVL = (7) NAILS ' I �� � � ,: ' / (3) ROWS -4" (1)2x4 SPF #2 (4)12d TOE NAILS 11 1�_Iti I GARAGE +22.9 TOGETHER � < 4' - , , I I a' = 4'-6" - " " LVL, 16- LVL = (9) NAILS OF .1 31 x3 4 12" O.C. STAGGERED. I ___ - [i], �, AREA (sf) ZONE (PSF) 450 450 (�)i 0dX1 1/, (2) @ 2x4, 14 —_ : �,j '': � � DOOR — -_ — (3) 0 2x6, . — � D < 6'- 4" (2)2x4 SPF #2 (5)12d 'TOE NAILS �_ — , m DESIGN LOADS: ACTUAL AND UNIFORM -28.8 � � -_ ___1__T,___1 � I ROOF I FLOOR 10 +25.6 -27.7 +25.6 -34.2 (8'x7') 585 495 ___�5)8cl EA. END (4) 0 2x8. �', I I < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS ' __ . - SYP � I _ 1) r1AD 77r, r"n 11 I I ,, #2 1 i i 11 1 �__i !!! S,LP�(1)A�35 (4)12d TOE NAI 4'-O" MIN. I �, I i - � � I 1_�_ - I �', , S� [a 1 111 I 1 1 __ i � I I Lou Pontigo and I I I ON* A s s6,ciates, Inc. i El � :---I I I---- 2x SPF DIAGONAL BLOCKING � t I-___ FASTENED w/ 3-0.1311"xS' - I I---- 420 bsceola Avenue -11 -_ EA. END TYPICAL. ; I HEADER �) SHEATHING MAY EXTEND 2" Jax. Beirch, Florida 32250 1 - - PAST BLOCKING- WINDOW Ph 242-01908 Fax, 241-9557 � SYP#21­11EA�DER, ATTACHMENTS MUST FL: CA # �344 SC: CA# 3579 1 L - t ANCHOR INTO 2x MATERIAL. i PER PLANS. ; I I I JACK AND : � I KING STUDS, � I i SEE PLAN. \, �,__-,/ I > - - � -1 ......... :�� / 11V 11 ------- 1-1-", i / %I 4f.+r ! 10 —.---- 1,4sol", qIi k� r-, a J, S- "'.",% "' C, , ,�- 11 * * -_ i AT TWO STORY CONDI�IONS, .�p I '. - , �! .! ,�.' . , 1, lle 1, � ­ " � i $�' -�� " r . 1,^� !�, � ,,� A I -i � ff , ('� �-�. ,,,�o 1'1� ��, I WINDOW SILL SEE PROVIDE SOLID BLOCKING , ,�, � , Via 1_� ___-, ,� I 1, " SCHEDULE. WITHIN FLOOR SYSTEM AT ALL �;�t�l , , -le " , . 911-��-��:"�s ", I 1� �fl_ ;�,� , 1� 0 UPPER LEVEL POSTS & JACK t� I 0 ,P , --t ! . 0 ;�. - STUDS. . j I ". z i4 . , . , � * � : =.. SDWC15600 SCREW � . I I ._<:� __ ,� . i ." * Tl_� SEE 8/So.o. ; . . � . * ' i ' ! /' ' -n I Si � - F . ; . '- ,� - - _� � �,',.- 11 �. ,,�S, .. 'P,�, <= : // '_,� k 11 - z rl --- I 1 '6� 1 1 N i / I., , L 1* fe7 11 � �_ q..-, 1% I I Cq I �1, I - r 11 -T--. A - � 11 — E _V_�_ .... I- � .-n ... $� % " , . I " � I I I I I , � ­ ii . I .. ?q, ,_ - " I I � 4 � � � .1 � , " I : i - . - " I I -_ . . , , " , - � � T I � I . I 11 I I _? " I ... . � , � I � � , ,� - � � . - � I i � I ; I a � � I � � — `11141 1 k ,j #-I - - I I � I , I - k, � " � 11, � 11 � ,_ : � � . 114111-dilw% 'I . I i 2 11 2 ' � : I - - - - --I WALL FRAMING AT WALL FRAMING AT �, '- MAX.- MIN.7 j I I CORS: __ - 18�-16d TO TRUSS/BEAM 8d FLOOR SHEATHING r I \_ SOLE PLATE AtICHOR: Chiistopn,er I Sabourin PE . I I : ANCHOR BOLTS & THREADED ROD., SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] -7r �0 — 1 H TT4 3480 3080 COMMON I SEE SPECIFICATIRS. I 2 -LION I i ASTM A 307 OR ASTM F 1554 GRADE 36. _�_�; - 11496.2 1 PLATE CHANGE CONDITION RAISED HEADER CON — FROM SOLE FL: I) E#71461 `I-M,"o ROD TO FTG. \ I PL 1 . I @ 3" 0. C. I __ � --- I ! ? IF I . — ; I WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). I- 32--16d TO TRUS�/BEAM , — \ - I -F I I I BUILDER MAY CHOOSE EITHER THE DROPPED — -_ __'� I NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 - - LffADER CONDITION OR RAI DITION.1 1 WALL FRAMING AT R� :: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ___ 1 M8 "O ROD TO FTG. 11496.2 F - - - - I I _ PROPPED HEADER CONDITION K" EVI 10�NS DATE 1 -, I EXTERIOR SHALL BE GALVANIZED. MEANS AND IMETHODS6 6-10d TO HEADER — I I I I r2_-� TYPICAL WALL FRAMING I LUS28 930 78C 10655.113 1 1 1 1 i j : RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONT!:"OL OR BE RESPONSIBLE 4-10d TO JOIST -t T 7 T. I I I - ; � II I I . ____�_ - � i DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/," FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES PRO�_EDURES, OR I IE I ��j � ��O I t ! I — I I I E I � � I ! 14--16d TO HEADER I -_ L,ARGER THAN REBAR SIX AND '/,," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 — 10531.36 L - .- - - j ____ [_j . SOLE PLATE ANCHOR � . I : (U. 0. W) FORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6- l6d TO JOIST Qfj, HOLD DOW ! i THEM TO CONSTRUCT THE WORK IN ACCORDANCE WTH THE CONTRACT S #2 DBL. I' _/ - � N. I �: ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 YP - - J \-SEE 5/SO 0. SEE 1/SO.1. 2y4!!-- 1 3x3xY4' SLOTTED I ­... : �DUAL CARTRIDGE INSTALLATION ONLY): 1 5/,,"o ROD EPDXIED 6" MIN 10849.6 � 11 I . TOP PLATE. I I ; 5/8 11 - ; . I 1: : EPDXY- ITW RED HEAD A7 ABU66 2300 0 ROD EPDXIED I , %/-TO OUTSIDE BUTT JOI � LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPOtJSIBILITIES- — 6" MIN 10849.6 1 � , NT I I �'REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. BLOCKING ONLY REQUIRED / 2Y4" 11 3x3xY4" SLOTTED � I - I AT SHEARWALLS AND-/ ILL I /- I � ) I THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIM�SON EPDXY-TIE 11506.4 1 1 I i STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50, �� �� �11 : i LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, I I WALL SHEATHING � i I : WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQ, - 10-16d TO STUD/BEAM/POST I STUCCO FINISH. TO OUTSIDE - I � UIRED SHEATHING AND - SEE DETAIL 1/SO.j I, T_ V — 1�__ — : LAMINATED VENEER LUMBER (LVII ALL LAMINATED VENEER LUMBER LTT208 1675 1675 1 h. A A WALL. i i : iN;zz� PLAN VIEW .� �, � I _,� SHALL :MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1 -'/�, "O ROD TO FTG. 11496.3 :I I FOR SPLICING - �11 i rFIELDj ALTERATION PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT I LSTA12 695 10-10d 13872�5 OPTIONS. 7 H - y I I MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY r- 3 i -RATED SHEATHING, CONTIIACTPR SHALL CONTACT LOU FULL HEIGHT I �� __\ SEE GENERAL NOTES. PONTIGO & ASSOCIATES PRIOR I'D ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. j � . 1 12" 11)�" SHEATHING. � ��Y2 g � I I CS16 11705 t'7 0 1, 1 3- 8d 1 10852.1 SHEATHING I I / ­ . . . . . . .. � MAKING iNY STRUCTURAL FIELD __ I F PT. SYP#2 J \\ . . . . . . . , - - ,I EPDXIED 4" OR )COxC' MAX � -7- MODIFICATIONS WHICH MAY VARY I . . . .. ID A TO BE 11' SILL PLATE. MIN EXAMPLE OF PANEL FROM THE I . NTENT OFTFIF ORIOINAL I CONTINUOUS I SIMPSON TITEN HD. \' . I GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER 11, —1 N_Q E PLATIF . .. . . CONSTPUqTION DOCUMENTS. ANY j -INTERIOR BEARI 5_QL I BREAK EDGE w/ BLOCKING . . FIELD ALTER,NATIONS MADE PRIOP TO - TOP PLATE. I I WHERE REQUIRED BY_�-,j . . . I � ELOOR SHEATHING SPECIFICATIONS I I FOR STUD SIZE SECTION MEW N9TES. . � . BEING APPROVED BYLOU PONTIGO Er �11 I . . � .. ASSOCI�TES MAY RESULT 1,14 23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD I AND O.C. SPACING. I . . ADDITIONAL ENGINEERING OR I i � ,_ ) ROOF SHEATHING SPECIFICATIONS: WALL SHEATHING TO . 5EhG -- MIN, 7/1 " �1. I I LF 1 6 , 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED W/ O.113X2" RING SHA I NK NAILS 0 6" O.C. EDGE-& 6- O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-O- OF ROOF EDGE). 8d 0 3" � SEE DETA SEE DETAILS RAISE Ys" FROM LS , ` OTTOM OF SOLE TILE - /1 -ON S11.011 , LF-- I I ASTEN MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O" OF ROOF EDGE). F - -/,- ON S1.01 \ - - I w/Bd COMMON @ 3" - � METAL - Mft 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O. -C. FIELD REASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4�-O" OF ROOF EDGE). I _ . . . I I I - - - I--,-- I , I II F_ - - _��, - - O.C. - . . . -, I - . I.. �'... . - , .. . � I ROOF LOADING (cd=1.25) (cd=1.00) r 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 - - - EDGE DISTANCE — �-))I\JUXI /2 r-/-\- r-INU - TYPICAL WALL FRAMING NOTES: 2'Y4. _)�*04" TITEN HD L—L ROOF SHEATHING, I - � I I I j I TOP CHORD LIVE LOAD 20 psf 40 psf . , DOOR USP MTW1 2 1195 860 . (7)10dx1'/2" EA. END 1. USE SPF#2 OR BETTER FOR , I WINDOW SILL SEE I I SEE SPECIFICATIONS. 6"MAX. !_ . I � � SILL SIZE AND : 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 - I � i - 26.6 ( 16'x7') -23.9 USP HTW20 1450 1245 (12)10c1x11/," EA. END I 4 A ___ ALL WALL STUDS.. I - a �' 1: [ � _J �- v , , . , , . "! � , : - . � ai " , � * : ` I . � - I " I 9 ,". . I .i . - I i I ,U . ,� - I I I . � . I . � I .1 . I I FOUNDATION. SEE PLtN` I'll, I I - 20 psf (TILE SHINGLES) 10 Psf BOTTOM CHORD LIVE LOAD 10 psf 0 psf _� — 0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASID). THE USP MSTA24 1640 1455 (9)10d EA. END — 2. USE SYP#2 FOR ALL TOP \\ SEE 5/SO.O. I . I I 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 1113)'10d EA. END ATES. REQUIRED IF SHEARWALL. _\ DEFLEC11ON CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION - 1105 1105 11 � — //,", - -1 - - - - - -1 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED 3. USE SYP#2 FOR ALL \ FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 USP JUS28 1305 1305 (6)1 Od TO HEADER I _mzi I I \ I O�75" MAX ANY CASE 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4-290 —_ 4290 5/,,"O ROD TO FTG. � , �� ,1�_- I - -A I \ POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 S/ " 4. ALL WALLS SHALL BE __ I / I ? I I - � WIND LOADING: 8 BALLOON FRAMED FULL I I I I . I ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A . LINEAR INTERPOLATION IS PERMISSIBLE. 1 2535 —_ 5��"O __ ROD w/ ( 12)1 3d HEIGHT TO ROOF OR FLOOR L� I - . I ,MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF l�BOTTOM USP PAU66 ___ I 2535 � — V. "O ROD w/ (1 2)16<1 I I BEARING ELEVATION, U.O.N. ON - - ZaMIAAt� �NTQ�S - - - - _j 8d FASTEN LOWER STUD CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS . D MINUS = SUCTION. I _[ - - � PLAN. , TO TALLER STUD w/ : !OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR I 4 1545 1455 (5)'/4 " x 2 -1/4 TAPCONS BRACING BY OTHER. COMMON 0 31, O.C. 2 -ROWS OF 10d COMS-'---___._ iLIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE . 5.) FASTEN BOTTOM PLATE OF � I 0 12" D.C. ; ; i IBY 0.75 WHEN COMBINED w/ DEAD LOAD. . RESPONSIBILITY OF THE WINDOW/DOOR MANUF,/SLJPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS — INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB FULL HEIGHT ANCHOR ' BASIC WIND SPEED (ASCE 7-10) ----------- 130 MPH AT INTERIOR WALLS \-TYPICALLY I TYPICAL qOI F i a I w/10d MASONRY CUT NAILS @ %" FULL I PLATE NAILING; IMPORTANCE FACTOR - - - - - - - - - - - - - - - i.00 .�_9 -4- UPLIFT - 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: . MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT j I- V_ — a A L, 711_t SYP SPF FASTENERS FL# CODE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS RODS 0 6'-O" O.C. (3) @ 2x4, - I . .1. 1- .- I - .11 I . - - i , ROOF PITCH - - - - - - - - - - - - - - - - - - - 5/12 ;BUILDING � -CATEGORY - - - - - - - - - - - - - - - - 11 - I 1 t- A35 450 450 12--8dx1'/2" - 10446.4 . (4) @ 2x6, I (5) 0 2x8. I � I I . . I I � I e I I I EXPOSURE CATEGORY - - - - - - - - - - - - - - - C - -011, DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 BLOCKING ONLY REQUIRED I I I � I I I � ENCLOSURE CLASSIFICATION - - - - - - - - - - - - ENCLOSED I -- SEE C & C CHART ,IL r 'a' HTS16 1150 - - 1085 __. 16--10d EA. END 10456.6 INTERIOR BEARIN SEE PLAN FOR STUD LMALL-- SIZE AT SHEARWALLS AND-\ STUCCO FINISH. PT. SYP#2 I I � . I INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - ± .18 I ABOVE FOR DIMENSION 1 MTS12 1000 860 7-1Odx1V," EA. END 10456.3 AND O.C. SPACING. � � I 1 I -I- — I— -] j I t- HTS20 1450 1245 —_ - 24-10dxl'/2" EA. END 13872.3 CONTINUOU BLOCKING � I WALL SHEATHING 1�,_ I SEE DETAIL 1/SO.1 A 11 - .1., - A 11 .. - _ - 7 li ,� . .", � ,-: 7� 1� " �. � .. " ''. R� - - I - - . 1. I MATERIAL SPECIFICATIONS L__ � MSTA24 1765 1270 9-10d EA. 7* .� � , .. I I :. ., �'­ . �, . , . . *� - - 1. '' I 11 Il I - END 13872.4 WITHIN FLOOR S"STEM I 16d COMMONS FOR SPLICING � . . ��'. . , � , ".�..a , , . . . . I ,,, � I � a It .11, � I TC, MSTA36 2050 1870 131 -10d EA. END — 13872.8 WHERE POST IS /BOVE. 0 8" O.C. _\ OPTIONS. I i i 11 1 �__i !!! S,LP�(1)A�35 (4)12d TOE NAI 4'-O" MIN. I �, I i - � � I 1_�_ - I �', , S� [a 1 111 I 1 1 __ i � I I Lou Pontigo and I I I ON* A s s6,ciates, Inc. i El � :---I I I---- 2x SPF DIAGONAL BLOCKING � t I-___ FASTENED w/ 3-0.1311"xS' - I I---- 420 bsceola Avenue -11 -_ EA. END TYPICAL. ; I HEADER �) SHEATHING MAY EXTEND 2" Jax. Beirch, Florida 32250 1 - - PAST BLOCKING- WINDOW Ph 242-01908 Fax, 241-9557 � SYP#21­11EA�DER, ATTACHMENTS MUST FL: CA # �344 SC: CA# 3579 1 L - t ANCHOR INTO 2x MATERIAL. i PER PLANS. ; I I I JACK AND : � I KING STUDS, � I i SEE PLAN. \, �,__-,/ I > - - � -1 ......... :�� / 11V 11 ------- 1-1-", i / %I 4f.+r ! 10 —.---- 1,4sol", qIi k� r-, a J, S- "'.",% "' C, , ,�- 11 * * -_ i AT TWO STORY CONDI�IONS, .�p I '. - , �! .! ,�.' . , 1, lle 1, � ­ " � i $�' -�� " r . 1,^� !�, � ,,� A I -i � ff , ('� �-�. ,,,�o 1'1� ��, I WINDOW SILL SEE PROVIDE SOLID BLOCKING , ,�, � , Via 1_� ___-, ,� I 1, " SCHEDULE. WITHIN FLOOR SYSTEM AT ALL �;�t�l , , -le " , . 911-��-��:"�s ", I 1� �fl_ ;�,� , 1� 0 UPPER LEVEL POSTS & JACK t� I 0 ,P , --t ! . 0 ;�. - STUDS. . j I ". z i4 . , . , � * � : =.. SDWC15600 SCREW � . I I ._<:� __ ,� . i ." * Tl_� SEE 8/So.o. ; . . � . * ' i ' ! /' ' -n I Si � - F . ; . '- ,� - - _� � �,',.- 11 �. ,,�S, .. 'P,�, <= : // '_,� k 11 - z rl --- I 1 '6� 1 1 N i / I., , L 1* fe7 11 � �_ q..-, 1% I I Cq I �1, I - r 11 -T--. A - � 11 — E _V_�_ .... I- � .-n ... $� % " , . I " � I I I I I , � ­ ii . I .. ?q, ,_ - " I I � 4 � � � .1 � , " I : i - . - " I I -_ . . , , " , - � � T I � I . I 11 I I _? " I ... . � , � I � � , ,� - � � . - � I i � I ; I a � � I � � — `11141 1 k ,j #-I - - I I � I , I - k, � " � 11, � 11 � ,_ : � � . 114111-dilw% 'I . I i 2 11 2 ' � : I - - - - --I WALL FRAMING AT WALL FRAMING AT �, '- MAX.- MIN.7 j I I CORS: __ - 18�-16d TO TRUSS/BEAM 8d FLOOR SHEATHING r I \_ SOLE PLATE AtICHOR: Chiistopn,er I Sabourin PE . I I : ANCHOR BOLTS & THREADED ROD., SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] -7r �0 — 1 H TT4 3480 3080 COMMON I SEE SPECIFICATIRS. I 2 -LION I i ASTM A 307 OR ASTM F 1554 GRADE 36. _�_�; - 11496.2 1 PLATE CHANGE CONDITION RAISED HEADER CON — FROM SOLE FL: I) E#71461 `I-M,"o ROD TO FTG. \ I PL 1 . I @ 3" 0. C. I __ � --- I ! ? IF I . — ; I WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). I- 32--16d TO TRUS�/BEAM , — \ - I -F I I I BUILDER MAY CHOOSE EITHER THE DROPPED — -_ __'� I NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 - - LffADER CONDITION OR RAI DITION.1 1 WALL FRAMING AT R� :: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ___ 1 M8 "O ROD TO FTG. 11496.2 F - - - - I I _ PROPPED HEADER CONDITION K" EVI 10�NS DATE 1 -, I EXTERIOR SHALL BE GALVANIZED. MEANS AND IMETHODS6 6-10d TO HEADER — I I I I r2_-� TYPICAL WALL FRAMING I LUS28 930 78C 10655.113 1 1 1 1 i j : RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONT!:"OL OR BE RESPONSIBLE 4-10d TO JOIST -t T 7 T. I I I - ; � II I I . ____�_ - � i DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/," FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES PRO�_EDURES, OR I IE I ��j � ��O I t ! I — I I I E I � � I ! 14--16d TO HEADER I -_ L,ARGER THAN REBAR SIX AND '/,," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 — 10531.36 L - .- - - j ____ [_j . SOLE PLATE ANCHOR � . I : (U. 0. W) FORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6- l6d TO JOIST Qfj, HOLD DOW ! i THEM TO CONSTRUCT THE WORK IN ACCORDANCE WTH THE CONTRACT S #2 DBL. I' _/ - � N. I �: ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 YP - - J \-SEE 5/SO 0. SEE 1/SO.1. 2y4!!-- 1 3x3xY4' SLOTTED I ­... : �DUAL CARTRIDGE INSTALLATION ONLY): 1 5/,,"o ROD EPDXIED 6" MIN 10849.6 � 11 I . TOP PLATE. I I ; 5/8 11 - ; . I 1: : EPDXY- ITW RED HEAD A7 ABU66 2300 0 ROD EPDXIED I , %/-TO OUTSIDE BUTT JOI � LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPOtJSIBILITIES- — 6" MIN 10849.6 1 � , NT I I �'REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. BLOCKING ONLY REQUIRED / 2Y4" 11 3x3xY4" SLOTTED � I - I AT SHEARWALLS AND-/ ILL I /- I � ) I THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIM�SON EPDXY-TIE 11506.4 1 1 I i STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50, �� �� �11 : i LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, I I WALL SHEATHING � i I : WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQ, - 10-16d TO STUD/BEAM/POST I STUCCO FINISH. TO OUTSIDE - I � UIRED SHEATHING AND - SEE DETAIL 1/SO.j I, T_ V — 1�__ — : LAMINATED VENEER LUMBER (LVII ALL LAMINATED VENEER LUMBER LTT208 1675 1675 1 h. A A WALL. i i : iN;zz� PLAN VIEW .� �, � I _,� SHALL :MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1 -'/�, "O ROD TO FTG. 11496.3 :I I FOR SPLICING - �11 i rFIELDj ALTERATION PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT I LSTA12 695 10-10d 13872�5 OPTIONS. 7 H - y I I MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY r- 3 i -RATED SHEATHING, CONTIIACTPR SHALL CONTACT LOU FULL HEIGHT I �� __\ SEE GENERAL NOTES. PONTIGO & ASSOCIATES PRIOR I'D ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. j � . 1 12" 11)�" SHEATHING. � ��Y2 g � I I CS16 11705 t'7 0 1, 1 3- 8d 1 10852.1 SHEATHING I I / ­ . . . . . . .. � MAKING iNY STRUCTURAL FIELD __ I F PT. SYP#2 J \\ . . . . . . . , - - ,I EPDXIED 4" OR )COxC' MAX � -7- MODIFICATIONS WHICH MAY VARY I . . . .. ID A TO BE 11' SILL PLATE. MIN EXAMPLE OF PANEL FROM THE I . NTENT OFTFIF ORIOINAL I CONTINUOUS I SIMPSON TITEN HD. \' . I GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER 11, —1 N_Q E PLATIF . .. . . CONSTPUqTION DOCUMENTS. ANY j -INTERIOR BEARI 5_QL I BREAK EDGE w/ BLOCKING . . FIELD ALTER,NATIONS MADE PRIOP TO - TOP PLATE. I I WHERE REQUIRED BY_�-,j . . . I � ELOOR SHEATHING SPECIFICATIONS I I FOR STUD SIZE SECTION MEW N9TES. . � . BEING APPROVED BYLOU PONTIGO Er �11 I . . � .. ASSOCI�TES MAY RESULT 1,14 23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD I AND O.C. SPACING. I . . ADDITIONAL ENGINEERING OR I i � ,_ ) ROOF SHEATHING SPECIFICATIONS: WALL SHEATHING TO . 5EhG -- MIN, 7/1 " �1. I I LF 1 6 , 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED W/ O.113X2" RING SHA I NK NAILS 0 6" O.C. EDGE-& 6- O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-O- OF ROOF EDGE). 8d 0 3" � SEE DETA SEE DETAILS RAISE Ys" FROM LS , ` OTTOM OF SOLE TILE - /1 -ON S11.011 , LF-- I I ASTEN MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O" OF ROOF EDGE). F - -/,- ON S1.01 \ - - I w/Bd COMMON @ 3" - � METAL - Mft 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O. -C. FIELD REASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4�-O" OF ROOF EDGE). I _ . . . I I I - - - I--,-- I , I II F_ - - _��, - - O.C. - . . . -, I - . I.. �'... . - , .. . � I SYP#2 DBL. - HEADER r TOP PLATE. I PER PL�N. - - I- - 7 ] I I ,� EXT. WALL SPACING - I - -1 , W - - - EDGE DISTANCE : _- _- ,I ISED 1W ��t 15, - - - 24" ___-I I HEAD ER , 'i' - - - , 2'Y4. _)�*04" TITEN HD L—L - � , I I I I 11 J I - � I I I j I -t � � , I ARCHED � I T I TRANSOM � � , OPTION C I SEE RIGHT. __1 , , I WINDOW SILL SEE I I SCHEDULE FOR - � SILL SIZE AND : I EACH END. I , � I � _. X. I 11 ., � I 4 A ___ I I I - a �' 1: [ � _J �- v , , . , , . "! � , : - . � ai " , � * : ` I . � - I " I 9 ,". . I .i . - I i I ,U . ,� - I I I . � . I . � I .1 . I I FOUNDATION. SEE PLtN` I'll, I i i 11 1 �__i !!! S,LP�(1)A�35 (4)12d TOE NAI 4'-O" MIN. I �, I i - � � I 1_�_ - I �', , S� [a 1 111 I 1 1 __ i � I I Lou Pontigo and I I I ON* A s s6,ciates, Inc. i El � :---I I I---- 2x SPF DIAGONAL BLOCKING � t I-___ FASTENED w/ 3-0.1311"xS' - I I---- 420 bsceola Avenue -11 -_ EA. END TYPICAL. ; I HEADER �) SHEATHING MAY EXTEND 2" Jax. Beirch, Florida 32250 1 - - PAST BLOCKING- WINDOW Ph 242-01908 Fax, 241-9557 � SYP#21­11EA�DER, ATTACHMENTS MUST FL: CA # �344 SC: CA# 3579 1 L - t ANCHOR INTO 2x MATERIAL. i PER PLANS. ; I I I JACK AND : � I KING STUDS, � I i SEE PLAN. \, �,__-,/ I > - - � -1 ......... :�� / 11V 11 ------- 1-1-", i / %I 4f.+r ! 10 —.---- 1,4sol", qIi k� r-, a J, S- "'.",% "' C, , ,�- 11 * * -_ i AT TWO STORY CONDI�IONS, .�p I '. - , �! .! ,�.' . , 1, lle 1, � ­ " � i $�' -�� " r . 1,^� !�, � ,,� A I -i � ff , ('� �-�. ,,,�o 1'1� ��, I WINDOW SILL SEE PROVIDE SOLID BLOCKING , ,�, � , Via 1_� ___-, ,� I 1, " SCHEDULE. WITHIN FLOOR SYSTEM AT ALL �;�t�l , , -le " , . 911-��-��:"�s ", I 1� �fl_ ;�,� , 1� 0 UPPER LEVEL POSTS & JACK t� I 0 ,P , --t ! . 0 ;�. - STUDS. . j I ". z i4 . , . , � * � : =.. SDWC15600 SCREW � . I I ._<:� __ ,� . i ." * Tl_� SEE 8/So.o. ; . . � . * ' i ' ! /' ' -n I Si � - F . ; . '- ,� - - _� � �,',.- 11 �. ,,�S, .. 'P,�, <= : // '_,� k 11 - z rl --- I 1 '6� 1 1 N i / I., , L 1* fe7 11 � �_ q..-, 1% I I Cq I �1, I - r 11 -T--. A - � 11 — E _V_�_ .... I- � .-n ... $� % " , . I " � I I I I I , � ­ ii . I .. ?q, ,_ - " I I � 4 � � � .1 � , " I : i - . - " I I -_ . . , , " , - � � T I � I . I 11 I I _? " I ... . � , � I � � , ,� - � � . - � I i � I ; I a � � I � � — `11141 1 k ,j #-I - - I I � I , I - k, � " � 11, � 11 � ,_ : � � . 114111-dilw% 'I . I i 2 11 2 ' � : I - - - - --I WALL FRAMING AT WALL FRAMING AT �, '- MAX.- MIN.7 j I I CORS: __ - 18�-16d TO TRUSS/BEAM 8d FLOOR SHEATHING r I \_ SOLE PLATE AtICHOR: Chiistopn,er I Sabourin PE . I I : ANCHOR BOLTS & THREADED ROD., SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] -7r �0 — 1 H TT4 3480 3080 COMMON I SEE SPECIFICATIRS. I 2 -LION I i ASTM A 307 OR ASTM F 1554 GRADE 36. _�_�; - 11496.2 1 PLATE CHANGE CONDITION RAISED HEADER CON — FROM SOLE FL: I) E#71461 `I-M,"o ROD TO FTG. \ I PL 1 . I @ 3" 0. C. I __ � --- I ! ? IF I . — ; I WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). I- 32--16d TO TRUS�/BEAM , — \ - I -F I I I BUILDER MAY CHOOSE EITHER THE DROPPED — -_ __'� I NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 - - LffADER CONDITION OR RAI DITION.1 1 WALL FRAMING AT R� :: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ___ 1 M8 "O ROD TO FTG. 11496.2 F - - - - I I _ PROPPED HEADER CONDITION K" EVI 10�NS DATE 1 -, I EXTERIOR SHALL BE GALVANIZED. MEANS AND IMETHODS6 6-10d TO HEADER — I I I I r2_-� TYPICAL WALL FRAMING I LUS28 930 78C 10655.113 1 1 1 1 i j : RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONT!:"OL OR BE RESPONSIBLE 4-10d TO JOIST -t T 7 T. I I I - ; � II I I . ____�_ - � i DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/," FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES PRO�_EDURES, OR I IE I ��j � ��O I t ! I — I I I E I � � I ! 14--16d TO HEADER I -_ L,ARGER THAN REBAR SIX AND '/,," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 — 10531.36 L - .- - - j ____ [_j . SOLE PLATE ANCHOR � . I : (U. 0. W) FORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6- l6d TO JOIST Qfj, HOLD DOW ! i THEM TO CONSTRUCT THE WORK IN ACCORDANCE WTH THE CONTRACT S #2 DBL. I' _/ - � N. I �: ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 YP - - J \-SEE 5/SO 0. SEE 1/SO.1. 2y4!!-- 1 3x3xY4' SLOTTED I ­... : �DUAL CARTRIDGE INSTALLATION ONLY): 1 5/,,"o ROD EPDXIED 6" MIN 10849.6 � 11 I . TOP PLATE. I I ; 5/8 11 - ; . I 1: : EPDXY- ITW RED HEAD A7 ABU66 2300 0 ROD EPDXIED I , %/-TO OUTSIDE BUTT JOI � LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPOtJSIBILITIES- — 6" MIN 10849.6 1 � , NT I I �'REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. BLOCKING ONLY REQUIRED / 2Y4" 11 3x3xY4" SLOTTED � I - I AT SHEARWALLS AND-/ ILL I /- I � ) I THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIM�SON EPDXY-TIE 11506.4 1 1 I i STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50, �� �� �11 : i LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, I I WALL SHEATHING � i I : WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQ, - 10-16d TO STUD/BEAM/POST I STUCCO FINISH. TO OUTSIDE - I � UIRED SHEATHING AND - SEE DETAIL 1/SO.j I, T_ V — 1�__ — : LAMINATED VENEER LUMBER (LVII ALL LAMINATED VENEER LUMBER LTT208 1675 1675 1 h. A A WALL. i i : iN;zz� PLAN VIEW .� �, � I _,� SHALL :MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1 -'/�, "O ROD TO FTG. 11496.3 :I I FOR SPLICING - �11 i rFIELDj ALTERATION PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT I LSTA12 695 10-10d 13872�5 OPTIONS. 7 H - y I I MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY r- 3 i -RATED SHEATHING, CONTIIACTPR SHALL CONTACT LOU FULL HEIGHT I �� __\ SEE GENERAL NOTES. PONTIGO & ASSOCIATES PRIOR I'D ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. j � . 1 12" 11)�" SHEATHING. � ��Y2 g � I I CS16 11705 t'7 0 1, 1 3- 8d 1 10852.1 SHEATHING I I / ­ . . . . . . .. � MAKING iNY STRUCTURAL FIELD __ I F PT. SYP#2 J \\ . . . . . . . , - - ,I EPDXIED 4" OR )COxC' MAX � -7- MODIFICATIONS WHICH MAY VARY I . . . .. ID A TO BE 11' SILL PLATE. MIN EXAMPLE OF PANEL FROM THE I . NTENT OFTFIF ORIOINAL I CONTINUOUS I SIMPSON TITEN HD. \' . I GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER 11, —1 N_Q E PLATIF . .. . . CONSTPUqTION DOCUMENTS. ANY j -INTERIOR BEARI 5_QL I BREAK EDGE w/ BLOCKING . . FIELD ALTER,NATIONS MADE PRIOP TO - TOP PLATE. I I WHERE REQUIRED BY_�-,j . . . I � ELOOR SHEATHING SPECIFICATIONS I I FOR STUD SIZE SECTION MEW N9TES. . � . BEING APPROVED BYLOU PONTIGO Er �11 I . . � .. ASSOCI�TES MAY RESULT 1,14 23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD I AND O.C. SPACING. I . . ADDITIONAL ENGINEERING OR I i � ,_ ) ROOF SHEATHING SPECIFICATIONS: WALL SHEATHING TO . 5EhG -- MIN, 7/1 " �1. I I LF 1 6 , 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED W/ O.113X2" RING SHA I NK NAILS 0 6" O.C. EDGE-& 6- O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-O- OF ROOF EDGE). 8d 0 3" � SEE DETA SEE DETAILS RAISE Ys" FROM LS , ` OTTOM OF SOLE TILE - /1 -ON S11.011 , LF-- I I ASTEN MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O" OF ROOF EDGE). F - -/,- ON S1.01 \ - - I w/Bd COMMON @ 3" - � METAL - Mft 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O. -C. FIELD REASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4�-O" OF ROOF EDGE). I _ . . . I I I - - - I--,-- I , I II F_ - - _��, - - O.C. - . . . -, I - . I.. �'... . - , .. . � I I . . /_`111 . . . . I . . . . INSPECTION FEES ' ' _____1 _� -_ _. 11 * � - - .-f \___:���� " NAIL SPACING: AT - ,--/ � . ... 1. I � I SUPPORTED MES, � .. � — — GENERAL NdTES_�� �. . ) . . , � I . ,!", I ; - ---------- � .� I ; � ; �. . . I ; . . ! EXAMPLE OF UNSUPPORTED . . . � . �,_o - - � I (UNBLOCKED) PANEL EDGE ­1� I I 7r 7 . '. . , - 1. . .� 44 I : . : , . I . I .1 .. . . , , ! � �__ - . I .1 o . . . : � I 1. .. I I : 1� . : -., . �4 , . I — i WALL SHEATHIbI!Q SPECIFICATIONSP I I 9 4 _4T , I . . r4 NOTES: I (TYPICAL). . 7& ", 24 1 �: -, ,�. . � � , � . � . .. I I , - . . , I - . I � I ,_ . I I 1, � ,,4� . � � . 11.1 I .: .. . I ; . . . I i � . . I � ' -1 I . � . ! L - - - - - ­___ j I I U - I � , I ..� .. . - �W.. * , * t . , 1 4 1 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO ,',� , , FLEXIBLE FINISH_ -MIN. /16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDG�7 AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO U I I . I I . � FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONS;-DERED BRITTLE FINISH. L��f . REAKS AND KING STUDS. I 0 STUCCO FINISH,-M.IN. 7/,,", 24/16, APA RATED OSE3 OR PLYWOOD STRUCTURAL 1 L - - : , NAILING TO INTERMEDIATE �� . f I � I SHEATHING, FASTENED w/ 8d @ 4" O.C. ED�,� AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOT10M PLATE TO UPPER TOP PLATE. �, - SUPPORT IS 6" 0. MAX­--� - . . - I t ^ . 2. WASHERS SHALL BE SLOTTED. I � , C, ROOF : V i MASONRY :5PECIFI CATIONS* . (UON). TRUSSES,i � I z ; I I I MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-%4GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3")W' PLATE WASHER, A 3"X3'Y/�1'_W/ V/2"O ROUND i FLOOR JOISTS. ; Q � Tj -)R W I ij III "i - TO - SLUMP. -r ,,I ' , - 3�- � SINGLE STORY I I r _ff I ! < 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8 11 , , � , _,$ .ALL F 0 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER, STEEL WASHER MAY BE USED. � I I I , ,� I CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. ,--- I , I � � I I I �,_ - �111 - I I'll ! "'�', I �, , ­ ��,'. ­�:�, I -1 - : : I Will - 11 - -",- ,,,� � , �, �_ IL I �,,�� ,, 1 � " I - I I I w I 11 ,� I �_ "I " I I �0) 1. I I , ii*41 - - - � - I - - 11 I I I I I - , � I I ri N� _­ nj � 0%^ "p, , TYP. WALL SECTIONS - 0 ` CONCRETE MASONRY UNITS (CIMU): 11,,,�i�; , S I I I I I 1, /*'�3 SOLE PLATE ANCHOR DETAIL Et SCHEDULE - ' li I/ �4 ROOF, AND FLOOR SHEATHING NAILING I CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, N' MAL WEIGHT, WITH Ai MINIMUM COMPRESSIVE STRENGTH OF 1900 , �SO.O� I SCALE: 3/4" = 1'-O" I'll il ______ - *---,--.- " LJU ;' REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY -.,WHEN i -PE WALL HEIGHT EXCEEDS 5'-O"- psi (I"m = 1 500 psi). GROUT ALL CELLS CONTAINING VERTICAL �%­00 ��- �O I I SO.0 SCALE: , 3/4" = I' -O" I � -1 , I � I �, W � I .J � I I �� I �, , � � I r 1� I 0 1 �� I ; MASONRY STEMWALLSm ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR� WALL � I ; � I COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE � - ! � L) Lij i I I USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WAL-S SHALL BE REINFORCED FULL HEIGHT I . 1 1/2 1* ', ,� - 'i 'If- —r-�:-- � � , WITH - #4 @ 4'-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS 'OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR I � " I : I It, I � :z - . 11 - -_ DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZO T '006INFORCEMENT AT 166" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF (3) ROW OF 10d I I I z -1 � �;,, , � I � I I I I , ___ - � , _ _­ 2 PLY I I � I ' Z, I I -, i,'__ ­­ I- " '�_,_-,'"", �-` I STAGGERED , I I , I I [`__ L _, SHALL BE INCREASED AS NOTED ON I C. . . -_ I I 1/S1.O. UNLESS NOTED OTHEII LAP JOIN�T,�,REf.NF�ORCtt,4,G,��,$H,AL BE.,A MINIMUM OF 6". _ ,.O�A�IIIIIlIII;Illl _ NAILS L& 8 " 0 ,, , - __ - _ i ,� 1 �,� � , __ , , I'�,e,���,,�,,-�,,��,,�,�,,,,,,, , "--"" ',!�,��, , �"_,. I ; ------p I ,�, 11 - -I , , - _� . I , 1, 11 _ m - SIMPSON ,BEAM. I . . I I i z < . CLAY MASONRY (BRICK): 'k _-, , j - 2x4 81-OCKING - I , \' I � I SDWC15600 '-, 1 3 PLY BEAM. *1 "I", . __�, i � N � - cm BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. I _ . � I . ,'I, �'�2x,l- MEM I �: f 024" O.C. FASTEN : I i ! FRAMING ­ 11,� * * I I � '' 11 RS: i 0 � � . I ­ L CONCRETE SPECIFICATIONS: , . (1) ROW OF 10d ., . T V* , - ' 1, � TC 3 0 � < Uj EXTEND SHEATHING VERT. 11 ' � I I(E N � I'L _5� 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 3)00 PSI AT 28 DAYS DETAILS. " (4) ROWS. 12d . NAILS @ 4" 0. C. I I rV HALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. _�TO TOP OF TRUSSI:�AS SHOWN. 1 4 - � L.jm, � I � �: AT 12" O.C. L I - 1, I - PROVIDE 2x4 BLOCKING . �� -1 . � I ,o-% I I - t,, ,, , �,- EA. SIDE. 2x6 MEMBERS: � - rn �', L � GENERAL NOTES: _� AT HORIZONTAL JOINTS. _� �,:,��,��, I __ � _, �L �� , ­ - d L�, I V j I ROOF SHEATHING,, _SEE LL _1 I 0 S "� �, _ � .j " I - 'L ' �L ' d , _ __1 I _ _:4 (2) ROW OF 10 STUD BELOW 11 I , ! I D 11 I ' (3) R� W 1Z __ _j '*, I I -, I OUNDA11ONSo , 000��, `,� � - �SPECIF10-ATtONS BELOW. " 0. C. - - NAILS @ 4" O.C. --11-- LOWER TOP I 4-10d : crjmmm� � L'' I :�, � L I I _�A I HEEL >, V-0" L� �,, AT 12" O.C. � I 11 / PRE-ENGINEERED WOOD EA. SIDE. GG PLATE AT BREAK, � COMMONS ! " - : : I ! TOP PLATES. I � i 1 1 G DATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES, FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPOFTIS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS ,, I ONDITIONS. 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) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT - 2x4 OR 2x6 POST -2-x 8 ST ORTUOQQNAL MEW WALL INTERSE�TION I SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557, - .j I , � - _kO I - - I WITH GAP SHOWN. . I I OFI QORNER CONDITIONS j , I a. I I I < 0 I < e -, � TURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS, DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE __ .� I 0 1 - - 11 - -j - " I FOUNDATION PLAN SHOWN ON S1.0, 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 2 (3)ROWS OF 5" (3)ROWS OF 6% ", I r ^ I DETERMINED ONL PLAN THEN CONTACT ENGINEER OF RECORD (EOR) '. I I n � ii I I �� I I I SDWC115600_�, I I 10- I TRUSSLOK 11 F71 � �7_ 0 1 UJ SEE ROOF ' .- I ENGINEERED WOOD ENGINEERED WOOD I � U j - ;7� 1 i r%#11% z UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. FRAMING � I 24"o.c FASTENERS @ 24"o.c -","I ; PROVIDE CONTIN , i � - BAR DIAMETERS UITY OF REINFORCING A, T 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 7 P SIMPSON � AS SHOWN � AS SHOWN 4 : �_ i UU 0%^ DETAILS. . SHEATHING ' X QbRNER A&L � I I P MAY - _IN!Ei�a�CTIQL 4 1 to CQUIDITIONS Uj rTERN INATE AT SIMPSON GRADE: SIMPSON Top I QQNDITIONS i I SDWC1 5600 _/ SDWC1 5600 FRAMING - - 3 -PLY kl�', � �. .�i SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN Top 4 -PLY �_ NOTES: TERMITES. SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUTSLAB CALLEOR RNATIVE METHODS. SEE NOTE 1. ---I- TOP PLATE. SEE NOTE 1. . 1. Oyf.a6AP AND INTERSECTIONS. I . ­�- - DETAILS. 14" LVL AND GREATER 1 2. - DENOI�ES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL. i WQOD FRAMING SPECIFICATIONS: TYPICAL CONNECTION . ; 5" < HEEL < V-0" L 1 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. i 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 I HEEL < 5" NOTES: 1 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. : 0 0 I SOIL SHALL BE PRESSURE- TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALI ATTACHED FASTENERS SHALL BE NOTES: 11 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 1 1 STAINLESS STEEL. L I JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. � OPTIONS ARE SHOWN. i .J U I I I 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. I I I PRE-ENGINEERED WOOD TRUSSE& 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 1 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY I I I 1, AT TOP PLATE TO STUD SPACE 0 48" O.C. IN ADDITION TO (2) PLYS k, i 11 SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED ATALL TRUSSES AS "�, FRAMED WALL CORNER AND ! , L . ROOF TRUI_SS CONNECTION GL I I � , L AP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TFUSS. WHEN USING (2) STRAPS ON I � 11 __� INTERQEC \�_ I'll INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORAR� BRACING PER 'COMMENTARY AND _-N BU "I /' 7 1 RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STIR /-6 ILT-UP MEMBER FASTENIN I �"'L 1�� TIONS STUDS CONFIGURATIONS � ��� SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS OBL. TOP PLATE FROM EA. OTHER. � 1� - I I I I \,so - Q/ \ \� �_O I i �1� ROOF COVERIbIG SPECIFICATIONSm KING STUD -TO TOP PLATE: — 1�� I I ,� I TRUSS TO PLATE: ! I SDWC15600 SCREW, 1� I ',�� . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE AANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE R FASTENINQ. , SDWC CREW LL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACT' RER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED - 11 I 11 , : ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. L ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIR , ED ,'_ TOP PLATE TO HEADER! FASTENING: I ��Iz�, DESIGN FOR GABLE ENDS. % � //_ SEE DETAIL AT RIGHT. NOT REQUIRED ,'��, I KING STUD TO TOP PLATE: I THAN 4'-6" 1 li 11�1� I 1 ��, / FOR GABLE ENDS. ! � I WATERPROOFIN91- I I , %j I 1. � — �, 1, I 1�,, __­ . I I ,,,, CRITERIA THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. : � NOT REQUIRED AT GABLE- ENING: —1 L 11 I I,-,, � I'�,, � I : SEE DETAIL AT RIGHT. NOT REQUIRED I I I I- I F L I .1� - - i � ENDS OR OPENINGS LESS FOR GABLE ENDS. I I -11 . "4:�,�_ " AND THAN 4'-6" \ \ � ;z. ,_ - L I �, ,_ i WOOD FASTENING SCHEDULE \ I (" 1� 0 1 ,I< , 11 - j ..) " , I I I - . m . - - i - , , I I � I 12 F 1 F2�1 �E� . . . I I BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK ,_L EADER: I - I V ,� I \ I � I h- SDWC SC ! I \r_1 . � L T i MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL I I � KING & JACK 11 = I L . TYPE I BUILT-UP POST IN THE WALL I - � I I - 24 0- I —_ j i TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. 0 1 � ... (2)12d TOE HEAD OR SILL � — , � OTES -0. I I - L3'/2 x3'/2 x'/. 4- 6' GABLE X -BRACE, SEE DETAIL 1Q/S0.1 NAILS E.E. \ --t-J- N L � TOP PLATE, LAPS/INTERSECTION FACE NAIL :__�:� ) 11 11 --a-L(MIN) LL �zz` L___ - i (2-16d) 3 -GUN NAILS L4x3l/2 %1/4 61, - - I SCHEDULE I HEA OR SI \ -4-1 I - 1 8-0 _ I - rl!� _4 I " �, ­ (2)2x8-1 /2 HEADER SIZE, JACK AND PfIES SEE - , ­ 2X6 WALL DO NOT SCALE DIMENSIONS FROM _DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS L t, 101 DESIGNATES SHEARWALL. THE KING STUD QUANTITY. I I � 1. I HEDULE " TRUSS TO THESE ORA W,INGS- IF A DIMENSION I 1_501/2 'Y/4 6" � , z _011 - HIDDEN LINE DESIGNATES SIDE OF HEAD QR SILL KING STUD TO FRAMING BELOW: ROUGH OPN'G, SEE ARCH. � , i , I 1 -ml, � PLATE: SDWC UNCLqAR REFER TO THE — — ---------- - I ; LL ARCHITEC,TUPAL DRAWINGS OR RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" 61, __ WALL THE SHEARWALL SHEATHING `V`- PLATES SEE\ - I�L_ CS18 STRAP w/6-10dx1X" I _OPWG,� I 1, I SCREW L6x3'/2"x'/, " 12'-O" ROUG�� SEE AlIcH i - I CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS I � SW 3"/6" TO BE APPLIED. 8d 0 3/6 1 SCHEDULE NAILS EACH END. STRAP � - ,_ . I I", CONTACT THE E.O.R_ I I I - — .111 I DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR __ I— __ � - ,��, I I ,�,� I � L, - I I ' O.C. EDGE & 6" D.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. ! ��, I I L7x31/2' X1/4 6" �, 16'-O" CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" 11 . . FIELD" I SDWC15600 SCREW. OMIT IF _. I— I --I--- - zzz� llzz�� PILAN NAME - I', I CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION I I SHEARWALL HOLD DOWN IS-\ STRAP NOT REQUIRED AT THE , 4" i I _. 1. --:r,6—_BRICK FOLLOWING: GABLE ENDS OR -1 .... I OF EPDXY BASED ,�. _ - Long _ I - __ ! 1, - , 1, JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS � : I ­=== I VENEER LG SPECIFIED. NOT REQUIRED AT * _ � � L' L I PLATE TO HEADER: I" - - , I - PAINT. : 11, i MANUF - Manufacture GABLE ENDS OR 2 -STORY : . � -1-111' DES IGN/;1DRAWN/CH ECKED I THAN 8' OR OPENINGS �ES� 11 � � � � � � 1,7: 1 I S 1 ,�,� , RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS : 1 �======4' WEATHER BOT - BOTTOM MONO - Monolithic WALLS - - . ��L . t - I �, 24" O.C. C — I � I I BARRIER BRG - BEARING OC - On Center THAN 3 -6 1 � , I ; jX4 WALL S / KM /LAP JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I 1 1 : . I � qP, 11 DATE L L - i HEADER FASTENING CTION I � I._=z====, DBL - DOUBLE PERP - Perpendicular "I, - .111— -- I (2-16d) 3 -GUN NAILS - 2. LINTEL MORE THAN 8'-O". SHOULD ; I 1z======., CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board \ TT I . .11, .. - T � - _ : ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. I I i I -A rm 11 . "I A I � . - . ! 01.22.18 DIA - DIAMETER PRE ENG - Pre Engineered .. � - . - . -L . I - rm A% 0% !r! � � L —_ 2" � 1 -4. � , . .t: - "I " I 0" - , " SCREWS INTO HEADER PROVIDE A V ,�, ==zzm== 1 LINTEL ��. : "I . . * . ,_ . � I,§\1 KING STUD TO FRAMING BELS � SCALE CONT -HEADER, TWO PIECES FACE NAIL 16d@ 16" O�C. @ EDGE M . PSF - Pounds per Square Foot , � . � ` - 1^ I I I VERTICAL SLOTTED HOLE FOR SCREW. . - i. . .5 . . . ... I CS18 STRAP W/6-10DX1)/2" 7_ ,,I,,.0 r : ATTACHMENT . a - i 1V . '. . 1)� . %j PSI - Pounds per Square Inch . � . .. , 't 11 11 1, U I ! ONT� HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS f======= i SEE NOTE 2 � *. , . . , � ,.� . . - I � $. a A �' i * , 'T - C , - * * ; * ,4 , . . . , �,� � ?0 . , , " STUD T . 0 SOLELPLATE 3. BRICK VENEER ATTACHMENT. . EOR - ENGINEER OF RECORD -1 � � � I STUD OR 2X10` 7 NAILS EACH END. STRAP AT ?CIH7E_g 8veaEBY peirmit Desk - — 11 I TOE NAIL (3-16d) 4 -GUN NAILS I QT - Quick Tie I -ATE ANCHOR I — INTERIOR OR EXTERIOR SIDE OF WAI. � LPA No, HORIZONTAL TIES @ 24" D.C., VERT. , BLOCKING STEN"-' K � �� STRAP NOT REQUIRED AT THE Ing Departme'll ! SOLE PLATE TO JOIST/BLOCKING FACE NAIL TIES 12" O.0 EXT - EXTERIOR RENF - Reinforce LOCATED WITHIN 6" OF STUD / STRAPPING NOT REQUIRED _/z I -_ MON' I FOLLOWIF$4�1d! F� (16d @ 16") GUN NAIL @ 8" 0 .. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot - AT LOWER LEVEL HEAD w/8 -10d COM I citj of Atwntic i3lailch, . T011IL-18-00100 I SP7 PACK. OMIT IF SHEARWALL 11 I —1 —_ I - WIND -ZONE VERT. TIES 0 16" O.C.). FDN - FOUNDATION I -Spruce Pine Fur UNLESS SPECIFIED ON PLAN . -_ 1-110i I I NAIL SPECIFICATIONS BRICK LINTEL, HOLD DOWN IS SPECIFIED SI I MULTISTORY I I I — - ' Cb,N, - No. I 3%0.131"o = GUN NAILS AT ALL OPENINGS SPACE TIES WITHIN SYD - Southern Yellow Pine NGLE STORY ,�� I I THAN 8' OR OPENINGS LESS � , 2%0.113"o = RINK SHANK FTG - FOOTING TH RU - Through (STACKED WINDOWS) � , MULTI STORY i 1 12" OF OPENINGS. PROVIDE"/,,, "O WEEP � ­ L i THAN 3'-6" � - .: 4365 - I 2"xO.113"O = 6d 2'/,"xO.1,31"0 = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION MEW TYP - Typical --'\ TYPICAL HE , DER STRAPPING IL (UNSTACKED WINDOWS) i� i ___ ) SH EET " I L L : ,3".�0.148"O = 10d V/2%0.162"o = 16d FLASHING. . HORIZ - HORIZONTAL LON - Unless Otherwise Noted r8 1,1� i . � I I OF BRICK LINTEL VERT - Vertical �SO.Oj _� -1 I I 1 1'/,."xO.148"0 = 10dxl'/2" V/2"xO.131"o = 8dxl'/2" I : �L 1%� I \ I I :FR�GC � I �%�, __�4,7 __\ - ��� - j , J I - �7i �_ __ �: , , � rf " '. __ - 7 . �5!4 - 1,C)'d, W I' eOVFR II rr), , P t C � , I - `1� �� I U4-PfY � 1 � , ,� WAF - Welded Wire Fabric L It, I - I L I I L �1_ I � . I , I I s 0 . 0 , . I �­ ­ L" - I 1, : I � ; I L I I I I I I I . I ,� I I -_ ___�/ \ SHEET1 OF9 � I I I I I � ',�� .,) . � , I .1 �- I �r - I i I I I �e­ � � i I - -, I - I ; � 1 I 1 \_ � I : I I � a I - . I I SOLE PLATE ANCHOR SCHEDULE 7 ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE . h"O EPDXY 42" 24" 3x3xO.229" �� 2'Y4. _)�*04" TITEN HD 42" __24"__K3xO __ 229- ___�)� 2%' I . . /_`111 . . . . I . . . . INSPECTION FEES ' ' _____1 _� -_ _. 11 * � - - .-f \___:���� " NAIL SPACING: AT - ,--/ � . ... 1. I � I SUPPORTED MES, � .. � — — GENERAL NdTES_�� �. . ) . . , � I . ,!", I ; - ---------- � .� I ; � ; �. . . I ; . . ! EXAMPLE OF UNSUPPORTED . . . � . �,_o - - � I (UNBLOCKED) PANEL EDGE ­1� I I 7r 7 . '. . , - 1. . .� 44 I : . : , . I . I .1 .. . . , , ! � �__ - . I .1 o . . . : � I 1. .. I I : 1� . : -., . �4 , . I — i WALL SHEATHIbI!Q SPECIFICATIONSP I I 9 4 _4T , I . . r4 NOTES: I (TYPICAL). . 7& ", 24 1 �: -, ,�. . � � , � . � . .. I I , - . . , I - . I � I ,_ . I I 1, � ,,4� . � � . 11.1 I .: .. . I ; . . . I i � . . I � ' -1 I . � . ! L - - - - - ­___ j I I U - I � , I ..� .. . - �W.. * , * t . , 1 4 1 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO ,',� , , FLEXIBLE FINISH_ -MIN. /16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDG�7 AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO U I I . I I . � FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONS;-DERED BRITTLE FINISH. L��f . REAKS AND KING STUDS. I 0 STUCCO FINISH,-M.IN. 7/,,", 24/16, APA RATED OSE3 OR PLYWOOD STRUCTURAL 1 L - - : , NAILING TO INTERMEDIATE �� . f I � I SHEATHING, FASTENED w/ 8d @ 4" O.C. ED�,� AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOT10M PLATE TO UPPER TOP PLATE. �, - SUPPORT IS 6" 0. MAX­--� - . . - I t ^ . 2. WASHERS SHALL BE SLOTTED. I � , C, ROOF : V i MASONRY :5PECIFI CATIONS* . (UON). TRUSSES,i � I z ; I I I MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-%4GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3")W' PLATE WASHER, A 3"X3'Y/�1'_W/ V/2"O ROUND i FLOOR JOISTS. ; Q � Tj -)R W I ij III "i - TO - SLUMP. -r ,,I ' , - 3�- � SINGLE STORY I I r _ff I ! < 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8 11 , , � , _,$ .ALL F 0 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER, STEEL WASHER MAY BE USED. � I I I , ,� I CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. ,--- I , I � � I I I �,_ - �111 - I I'll ! "'�', I �, , ­ ��,'. ­�:�, I -1 - : : I Will - 11 - -",- ,,,� � , �, �_ IL I �,,�� ,, 1 � " I - I I I w I 11 ,� I �_ "I " I I �0) 1. I I , ii*41 - - - � - I - - 11 I I I I I - , � I I ri N� _­ nj � 0%^ "p, , TYP. WALL SECTIONS - 0 ` CONCRETE MASONRY UNITS (CIMU): 11,,,�i�; , S I I I I I 1, /*'�3 SOLE PLATE ANCHOR DETAIL Et SCHEDULE - ' li I/ �4 ROOF, AND FLOOR SHEATHING NAILING I CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, N' MAL WEIGHT, WITH Ai MINIMUM COMPRESSIVE STRENGTH OF 1900 , �SO.O� I SCALE: 3/4" = 1'-O" I'll il ______ - *---,--.- " LJU ;' REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY -.,WHEN i -PE WALL HEIGHT EXCEEDS 5'-O"- psi (I"m = 1 500 psi). GROUT ALL CELLS CONTAINING VERTICAL �%­00 ��- �O I I SO.0 SCALE: , 3/4" = I' -O" I � -1 , I � I �, W � I .J � I I �� I �, , � � I r 1� I 0 1 �� I ; MASONRY STEMWALLSm ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR� WALL � I ; � I COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE � - ! � L) Lij i I I USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WAL-S SHALL BE REINFORCED FULL HEIGHT I . 1 1/2 1* ', ,� - 'i 'If- —r-�:-- � � , WITH - #4 @ 4'-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS 'OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR I � " I : I It, I � :z - . 11 - -_ DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZO T '006INFORCEMENT AT 166" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF (3) ROW OF 10d I I I z -1 � �;,, , � I � I I I I , ___ - � , _ _­ 2 PLY I I � I ' Z, I I -, i,'__ ­­ I- " '�_,_-,'"", �-` I STAGGERED , I I , I I [`__ L _, SHALL BE INCREASED AS NOTED ON I C. . . -_ I I 1/S1.O. UNLESS NOTED OTHEII LAP JOIN�T,�,REf.NF�ORCtt,4,G,��,$H,AL BE.,A MINIMUM OF 6". _ ,.O�A�IIIIIlIII;Illl _ NAILS L& 8 " 0 ,, , - __ - _ i ,� 1 �,� � , __ , , I'�,e,���,,�,,-�,,��,,�,�,,,,,,, , "--"" ',!�,��, , �"_,. I ; ------p I ,�, 11 - -I , , - _� . I , 1, 11 _ m - SIMPSON ,BEAM. I . . I I i z < . CLAY MASONRY (BRICK): 'k _-, , j - 2x4 81-OCKING - I , \' I � I SDWC15600 '-, 1 3 PLY BEAM. *1 "I", . __�, i � N � - cm BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. I _ . � I . ,'I, �'�2x,l- MEM I �: f 024" O.C. FASTEN : I i ! FRAMING ­ 11,� * * I I � '' 11 RS: i 0 � � . I ­ L CONCRETE SPECIFICATIONS: , . (1) ROW OF 10d ., . T V* , - ' 1, � TC 3 0 � < Uj EXTEND SHEATHING VERT. 11 ' � I I(E N � I'L _5� 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 3)00 PSI AT 28 DAYS DETAILS. " (4) ROWS. 12d . NAILS @ 4" 0. C. I I rV HALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. _�TO TOP OF TRUSSI:�AS SHOWN. 1 4 - � L.jm, � I � �: AT 12" O.C. L I - 1, I - PROVIDE 2x4 BLOCKING . �� -1 . � I ,o-% I I - t,, ,, , �,- EA. SIDE. 2x6 MEMBERS: � - rn �', L � GENERAL NOTES: _� AT HORIZONTAL JOINTS. _� �,:,��,��, I __ � _, �L �� , ­ - d L�, I V j I ROOF SHEATHING,, _SEE LL _1 I 0 S "� �, _ � .j " I - 'L ' �L ' d , _ __1 I _ _:4 (2) ROW OF 10 STUD BELOW 11 I , ! I D 11 I ' (3) R� W 1Z __ _j '*, I I -, I OUNDA11ONSo , 000��, `,� � - �SPECIF10-ATtONS BELOW. " 0. C. - - NAILS @ 4" O.C. --11-- LOWER TOP I 4-10d : crjmmm� � L'' I :�, � L I I _�A I HEEL >, V-0" L� �,, AT 12" O.C. � I 11 / PRE-ENGINEERED WOOD EA. SIDE. GG PLATE AT BREAK, � COMMONS ! " - : : I ! TOP PLATES. I � i 1 1 G DATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES, FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPOFTIS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS ,, I ONDITIONS. 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) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT - 2x4 OR 2x6 POST -2-x 8 ST ORTUOQQNAL MEW WALL INTERSE�TION I SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557, - .j I , � - _kO I - - I WITH GAP SHOWN. . I I OFI QORNER CONDITIONS j , I a. I I I < 0 I < e -, � TURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS, DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE __ .� I 0 1 - - 11 - -j - " I FOUNDATION PLAN SHOWN ON S1.0, 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 2 (3)ROWS OF 5" (3)ROWS OF 6% ", I r ^ I DETERMINED ONL PLAN THEN CONTACT ENGINEER OF RECORD (EOR) '. I I n � ii I I �� I I I SDWC115600_�, I I 10- I TRUSSLOK 11 F71 � �7_ 0 1 UJ SEE ROOF ' .- I ENGINEERED WOOD ENGINEERED WOOD I � U j - ;7� 1 i r%#11% z UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. FRAMING � I 24"o.c FASTENERS @ 24"o.c -","I ; PROVIDE CONTIN , i � - BAR DIAMETERS UITY OF REINFORCING A, T 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 7 P SIMPSON � AS SHOWN � AS SHOWN 4 : �_ i UU 0%^ DETAILS. . SHEATHING ' X QbRNER A&L � I I P MAY - _IN!Ei�a�CTIQL 4 1 to CQUIDITIONS Uj rTERN INATE AT SIMPSON GRADE: SIMPSON Top I QQNDITIONS i I SDWC1 5600 _/ SDWC1 5600 FRAMING - - 3 -PLY kl�', � �. .�i SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN Top 4 -PLY �_ NOTES: TERMITES. SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUTSLAB CALLEOR RNATIVE METHODS. SEE NOTE 1. ---I- TOP PLATE. SEE NOTE 1. . 1. Oyf.a6AP AND INTERSECTIONS. I . ­�- - DETAILS. 14" LVL AND GREATER 1 2. - DENOI�ES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL. i WQOD FRAMING SPECIFICATIONS: TYPICAL CONNECTION . ; 5" < HEEL < V-0" L 1 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. i 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 I HEEL < 5" NOTES: 1 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. : 0 0 I SOIL SHALL BE PRESSURE- TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALI ATTACHED FASTENERS SHALL BE NOTES: 11 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 1 1 STAINLESS STEEL. L I JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. � OPTIONS ARE SHOWN. i .J U I I I 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. I I I PRE-ENGINEERED WOOD TRUSSE& 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 1 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY I I I 1, AT TOP PLATE TO STUD SPACE 0 48" O.C. IN ADDITION TO (2) PLYS k, i 11 SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED ATALL TRUSSES AS "�, FRAMED WALL CORNER AND ! , L . ROOF TRUI_SS CONNECTION GL I I � , L AP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TFUSS. WHEN USING (2) STRAPS ON I � 11 __� INTERQEC \�_ I'll INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORAR� BRACING PER 'COMMENTARY AND _-N BU "I /' 7 1 RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STIR /-6 ILT-UP MEMBER FASTENIN I �"'L 1�� TIONS STUDS CONFIGURATIONS � ��� SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS OBL. TOP PLATE FROM EA. OTHER. � 1� - I I I I \,so - Q/ \ \� �_O I i �1� ROOF COVERIbIG SPECIFICATIONSm KING STUD -TO TOP PLATE: — 1�� I I ,� I TRUSS TO PLATE: ! I SDWC15600 SCREW, 1� I ',�� . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE AANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE R FASTENINQ. , SDWC CREW LL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACT' RER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED - 11 I 11 , : ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. L ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIR , ED ,'_ TOP PLATE TO HEADER! FASTENING: I ��Iz�, DESIGN FOR GABLE ENDS. % � //_ SEE DETAIL AT RIGHT. NOT REQUIRED ,'��, I KING STUD TO TOP PLATE: I THAN 4'-6" 1 li 11�1� I 1 ��, / FOR GABLE ENDS. ! � I WATERPROOFIN91- I I , %j I 1. � — �, 1, I 1�,, __­ . I I ,,,, CRITERIA THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. : � NOT REQUIRED AT GABLE- ENING: —1 L 11 I I,-,, � I'�,, � I : SEE DETAIL AT RIGHT. NOT REQUIRED I I I I- I F L I .1� - - i � ENDS OR OPENINGS LESS FOR GABLE ENDS. I I -11 . "4:�,�_ " AND THAN 4'-6" \ \ � ;z. ,_ - L I �, ,_ i WOOD FASTENING SCHEDULE \ I (" 1� 0 1 ,I< , 11 - j ..) " , I I I - . m . - - i - , , I I � I 12 F 1 F2�1 �E� . . . I I BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK ,_L EADER: I - I V ,� I \ I � I h- SDWC SC ! I \r_1 . � L T i MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL I I � KING & JACK 11 = I L . TYPE I BUILT-UP POST IN THE WALL I - � I I - 24 0- I —_ j i TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. 0 1 � ... (2)12d TOE HEAD OR SILL � — , � OTES -0. I I - L3'/2 x3'/2 x'/. 4- 6' GABLE X -BRACE, SEE DETAIL 1Q/S0.1 NAILS E.E. \ --t-J- N L � TOP PLATE, LAPS/INTERSECTION FACE NAIL :__�:� ) 11 11 --a-L(MIN) LL �zz` L___ - i (2-16d) 3 -GUN NAILS L4x3l/2 %1/4 61, - - I SCHEDULE I HEA OR SI \ -4-1 I - 1 8-0 _ I - rl!� _4 I " �, ­ (2)2x8-1 /2 HEADER SIZE, JACK AND PfIES SEE - , ­ 2X6 WALL DO NOT SCALE DIMENSIONS FROM _DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS L t, 101 DESIGNATES SHEARWALL. THE KING STUD QUANTITY. I I � 1. I HEDULE " TRUSS TO THESE ORA W,INGS- IF A DIMENSION I 1_501/2 'Y/4 6" � , z _011 - HIDDEN LINE DESIGNATES SIDE OF HEAD QR SILL KING STUD TO FRAMING BELOW: ROUGH OPN'G, SEE ARCH. � , i , I 1 -ml, � PLATE: SDWC UNCLqAR REFER TO THE — — ---------- - I ; LL ARCHITEC,TUPAL DRAWINGS OR RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" 61, __ WALL THE SHEARWALL SHEATHING `V`- PLATES SEE\ - I�L_ CS18 STRAP w/6-10dx1X" I _OPWG,� I 1, I SCREW L6x3'/2"x'/, " 12'-O" ROUG�� SEE AlIcH i - I CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS I � SW 3"/6" TO BE APPLIED. 8d 0 3/6 1 SCHEDULE NAILS EACH END. STRAP � - ,_ . I I", CONTACT THE E.O.R_ I I I - — .111 I DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR __ I— __ � - ,��, I I ,�,� I � L, - I I ' O.C. EDGE & 6" D.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. ! ��, I I L7x31/2' X1/4 6" �, 16'-O" CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" 11 . . FIELD" I SDWC15600 SCREW. OMIT IF _. I— I --I--- - zzz� llzz�� PILAN NAME - I', I CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION I I SHEARWALL HOLD DOWN IS-\ STRAP NOT REQUIRED AT THE , 4" i I _. 1. --:r,6—_BRICK FOLLOWING: GABLE ENDS OR -1 .... I OF EPDXY BASED ,�. _ - Long _ I - __ ! 1, - , 1, JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS � : I ­=== I VENEER LG SPECIFIED. NOT REQUIRED AT * _ � � L' L I PLATE TO HEADER: I" - - , I - PAINT. : 11, i MANUF - Manufacture GABLE ENDS OR 2 -STORY : . � -1-111' DES IGN/;1DRAWN/CH ECKED I THAN 8' OR OPENINGS �ES� 11 � � � � � � 1,7: 1 I S 1 ,�,� , RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS : 1 �======4' WEATHER BOT - BOTTOM MONO - Monolithic WALLS - - . ��L . t - I �, 24" O.C. C — I � I I BARRIER BRG - BEARING OC - On Center THAN 3 -6 1 � , I ; jX4 WALL S / KM /LAP JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I 1 1 : . I � qP, 11 DATE L L - i HEADER FASTENING CTION I � I._=z====, DBL - DOUBLE PERP - Perpendicular "I, - .111— -- I (2-16d) 3 -GUN NAILS - 2. LINTEL MORE THAN 8'-O". SHOULD ; I 1z======., CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board \ TT I . .11, .. - T � - _ : ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. I I i I -A rm 11 . "I A I � . - . ! 01.22.18 DIA - DIAMETER PRE ENG - Pre Engineered .. � - . - . -L . I - rm A% 0% !r! � � L —_ 2" � 1 -4. � , . .t: - "I " I 0" - , " SCREWS INTO HEADER PROVIDE A V ,�, ==zzm== 1 LINTEL ��. : "I . . * . ,_ . � I,§\1 KING STUD TO FRAMING BELS � SCALE CONT -HEADER, TWO PIECES FACE NAIL 16d@ 16" O�C. @ EDGE M . PSF - Pounds per Square Foot , � . � ` - 1^ I I I VERTICAL SLOTTED HOLE FOR SCREW. . - i. . .5 . . . ... I CS18 STRAP W/6-10DX1)/2" 7_ ,,I,,.0 r : ATTACHMENT . a - i 1V . '. . 1)� . %j PSI - Pounds per Square Inch . � . .. , 't 11 11 1, U I ! ONT� HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS f======= i SEE NOTE 2 � *. , . . , � ,.� . . - I � $. a A �' i * , 'T - C , - * * ; * ,4 , . . . , �,� � ?0 . , , " STUD T . 0 SOLELPLATE 3. BRICK VENEER ATTACHMENT. . EOR - ENGINEER OF RECORD -1 � � � I STUD OR 2X10` 7 NAILS EACH END. STRAP AT ?CIH7E_g 8veaEBY peirmit Desk - — 11 I TOE NAIL (3-16d) 4 -GUN NAILS I QT - Quick Tie I -ATE ANCHOR I — INTERIOR OR EXTERIOR SIDE OF WAI. � LPA No, HORIZONTAL TIES @ 24" D.C., VERT. , BLOCKING STEN"-' K � �� STRAP NOT REQUIRED AT THE Ing Departme'll ! SOLE PLATE TO JOIST/BLOCKING FACE NAIL TIES 12" O.0 EXT - EXTERIOR RENF - Reinforce LOCATED WITHIN 6" OF STUD / STRAPPING NOT REQUIRED _/z I -_ MON' I FOLLOWIF$4�1d! F� (16d @ 16") GUN NAIL @ 8" 0 .. (FOR 130mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot - AT LOWER LEVEL HEAD w/8 -10d COM I citj of Atwntic i3lailch, . T011IL-18-00100 I SP7 PACK. OMIT IF SHEARWALL 11 I —1 —_ I - WIND -ZONE VERT. TIES 0 16" O.C.). FDN - FOUNDATION I -Spruce Pine Fur UNLESS SPECIFIED ON PLAN . -_ 1-110i I I NAIL SPECIFICATIONS BRICK LINTEL, HOLD DOWN IS SPECIFIED SI I MULTISTORY I I I — - ' Cb,N, - No. I 3%0.131"o = GUN NAILS AT ALL OPENINGS SPACE TIES WITHIN SYD - Southern Yellow Pine NGLE STORY ,�� I I THAN 8' OR OPENINGS LESS � , 2%0.113"o = RINK SHANK FTG - FOOTING TH RU - Through (STACKED WINDOWS) � , MULTI STORY i 1 12" OF OPENINGS. PROVIDE"/,,, "O WEEP � ­ L i THAN 3'-6" � - .: 4365 - I 2"xO.113"O = 6d 2'/,"xO.1,31"0 = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION MEW TYP - Typical --'\ TYPICAL HE , DER STRAPPING IL (UNSTACKED WINDOWS) i� i ___ ) SH EET " I L L : ,3".�0.148"O = 10d V/2%0.162"o = 16d FLASHING. . HORIZ - HORIZONTAL LON - Unless Otherwise Noted r8 1,1� i . � I I OF BRICK LINTEL VERT - Vertical �SO.Oj _� -1 I I 1 1'/,."xO.148"0 = 10dxl'/2" V/2"xO.131"o = 8dxl'/2" I : �L 1%� I \ I I :FR�GC � I �%�, __�4,7 __\ - ��� - j , J I - �7i �_ __ �: , , � rf " '. __ - 7 . �5!4 - 1,C)'d, W I' eOVFR II rr), , P t C � , I - `1� �� I U4-PfY � 1 � , ,� WAF - Welded Wire Fabric L It, I - I L I I L �1_ I � . I , I I s 0 . 0 , . I �­ ­ L" - I 1, : I � ; I L I I I I I I I . I ,� I I -_ ___�/ \ SHEET1 OF9 � I I I I I � ',�� .,) . � , I .1 �- I �r - I i I I I �e­ � � i I - -, I - I ; � 1 I 1 \_ � I : I I � a I - . I I 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d @ 4" O.C. PLATE w/ 10d 0 3 O.0 WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE 'NAIL '` w/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.C.7 V \ AT SHEATHING EDGE 1 BLOCKING ONLY REQUIRED1 DBL. TOP MAX NOTCH HEADER ) PLATE BELOW TOP PLATE AT SHEARWALLS AND 2x4 BLOCKING BETWEEN EA. � STUCCO FINISH P RCH SHEATHING TRUSS. ATTACH AT EACH WALL 5-8d COM H EADERI STUD w/ 3-16 NAILS AT EA. EACH SIDE END ° °I PORCH S EONPECIFICATIONS I FRAMING INTERSECTION. MIN. OF 16d COMMONS OF SPLICE 16d COMMONS II B L °I HEADER, „ 2x4 SYP#2 HORIZ. BRACING ® I 8 -GUN NAILS ° °I 6-16d BETWEEN EACH TRUSS 0 8 O.C. SHEATHING SPLICE @ 8 O.C. I - II 24 O.C. BETWEEN OUTER WALL HEADER & SEE PLAN. ) PORCH P E FULL HEIGHT I & FIRST INTERIOR TRUSS. NAIL PORCH POST 2 MSTA24I' `- O ANCHOR. OR DTT2Z CONT: RIBBON CONT. RIBBON 8d COM CSA EACH END w 3-0:131x3" NAILS TO WALL PERPENDICULAR i STRAPS PERPENDICULAR TRUSS BOARD TYP _ BOARD '(TYP) ! 3,. O.C./ F HOLD DOWN AT MIN. (2)2x4 WOOD ( ) (TYP) TO WALL BASE -OF POST BELOW. & (1) ADJ. DETAIL B EACH SIDE FLOOR TO PORCH HEADER. WALL FLOOR .. FLOOR �zr� OF SPLICE TRUSS OPTION A SHEATHING TRUSSES TRUSSES 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. I 2x4 SYP 2 STRAP w/11- POT 24" 16 GUAGE 4x4 POST. ABU44 II STUD WALL FRAMING SHEATHING SPLICE # I BE OW _ 6x6 POST, ABU66 I' HE DIAGONAL 10dx1Y2 EA. END STRAP w/11 I w/ 2x SOLID BLOCKING „ 1 OVER FASTEN EA. _ 10dx1Yz EA. END LSTA 2 FOLDED ER :TOP {,- - AT SHEATHING EDGE DOUBLE TOP PLATE PLATE w 5-10d NAILS 8d COMMON WIRE NAILS „ END w / I / - - PORCH. CONTINUOUS OVER5-10dI \ TO BLOCKING ®3 O.C. 'Ya OSB or PLYWOOD _ ,, , INTO TOP PLATE & _ l 3 10d COMMONS PORCH HEADER SLAB � " HEADER \ RIM BOARD Y - - - _ - - - NAILS INTO BEAM. SPACE Y4" 6 SEE PLAN = --.� l _ .. MAX ®48 -0.0 OMIT IF WALL , I SHORTER THAN TS16 I s R SYSTEM. ALIGN CEILING , FLOOR STRAPS ROD � SHEATHING 1S INSTALLED WALL FRAMING WALL FRAMING I WALL FRAMING" MSTA24 � LINE „ ROOF TRUSS b / VERTICAL JOINTS WITH ON FACE OF BEAM \ I STRAPS EPDXIED 6 MIN +I OR JOIST A I WALL SHEATHING i SHEATHING SPLICE I � FOR PERPENDICULAR INSTALL FLOOR TO JOINTS TRUSS .� � LAN VIEW OF ELEVATION VIEW OF CONNECTION Y REQUIRED FLOOR STRAPPING PER P E °°_ BLACKING ONL Q 5 8d COM : 8 -GUN °° DETAIL PORCH HEADER POR EAD SEED L B ABOVE OPTION 1 OR 2 PORCH HEAD CHH ER s � AT SHEARWALLS. AND EACH SIDE NAILS CONTINUOUS 2x6 SYP 2 # STUCCO FINISH OF SPLICE AT POST AT POST LEDGER FASTEN WITH ., FULL HEIGHT OPTION 1 OPTION 2 ANCHOR o 5-0.131x3" EA. STUD. R DTT2Z A SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL SPECIFICATIONS: OVER LAP S HOLD DOWN AT MIN. 2)2x4 WOOD » » ( '/,"GYPSUM WA _R PROOF GREEN BOARD w 5d COOLER NAILS C� 6 O.C. EDGE &FIELD BASE OF POST /2 ( ) / BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OR OPTION B TO PORCH HEADER. DETAIL A 1 CONTRACTOR MAY CHOOSE OPTION'1 2 OR 3. 3/ OR GREAT OSB" OR PLYWOOD; w 8d COMMON NAILS 6 O.C. EDGE AND FIELD E 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED s ( ) � I AND STRAPPING OPTIONS WA FLOOR TO FLOOR WALL SHEATHING N S RA 4 LL AD TO ROOF CONNECTION 1 2 TYPI L''PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION wHEN J C OTEO SEE CONSTRUCTION SPECIFICATIONS. FOR ROOF 50.1 S0.1 so. it) S0.1 AND WALL SHEATHING AND STUD FRAMING. SEEDETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT 'WHERE APPLICABLE \ IF TRUSS REACTION EXCEEDS 2300lbs' PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER :FASTENED TO TRUSS A A IM BOT. CHORD w/ 0.131x3 0 3' O.C. f� 2-SIMPSON H2.5T. TRuss. B 2x4 SYP#2 CATS AT 12 " FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3 O.C. ROOF _ _ _ - - - - A � A, O.C. FASTENED TO TOP ROOF TRUSS. » TRUSS. SDWC 15600 11 /4 SHEATHING FASTENED TO II II II I( PLATE w/ 4-0.131x3' CSD 32' O.C. COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS 16" MAX. SHEARWALL 2x SYP#2 CONT. ATTACH OSB WALL C B C B D D D D FA TEN CATS EACH END w17 k SHEATHING C C „ TO TOP PLATE AND TRUSS 3-0.1 1x3 COMMON TOE NAILS I w/ 0.1310"; ®3" O.C. EDGE OF I 2x MAY OVERHANG TOP PLATE. SHEARWALL C SHEARWALL OR SHEARWALL � EXTERIOR WALL S 8d®3, 16„ SW 8d@3"/6" ALTERNATE A ALTERNATE- BALTERNATE C ALTERNATE G PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST To POST BELOW WITH 2-CS16 STRAP KING POST TO ®- STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 UP TO LOWER STUDS' - UPPER TO SOWER STUDS STRAPS WHEN FULL HEIGHT 7 ''' B DIAPHE3� FASTEN ROOF FLOOR DECK 10d @4"O.C. SW 8dO3 6: 2 CS18 STRAPS SW SdO3/6: 2 CS18 STRAPS ANCHORS ARE NOT USED ,�ja OS -(h ,-�:,-� �.�h, - FLOOR ) O ANCHORS ARE NOT USED TO NAILER w/ (1) KUw bd TRUSS.- CSD 3" O.C. FASTEN TO TOP A PLATE w/ (2) ROWS • OF 8d03"O.C. LEDGER FASTENED 1 MSTA24 STRAPS 2x4 SPF I SYP#2 2x4 NAILER FASTENED II ALL AROUND TO TRUSS BOT. CHORD w/ II • 2 ROWS 0.1 31x3" ® 3" O.C. I I TO BACKSIDE OF WEB. INTERIOR SW -2 i+ SHEARWALL. 2x4 SPF#2 CONTINUOUS TRUSS.- UPLIFT CONNECTOR A END � • (B) - END STUDS TO FOUNDATION LEDGER FASTENED 1 MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE, (U.O.N) W 8d@3 6: HTT5 OR HDU5 • TRUSS WEBS WITH -q -0.131x3" TO BACKSIDE OF WEB. VH3 ©- PLATE ANCHORS SOLE PLATE ANCHORS w/3 I SHEA WALL NOT SEE SCH DULE ON DETAIL 3/SOA SEE SCHEDULE ON DETAIL 3/SOA FLOOR COMMON. MONO STEM 'I ROOF TRUSS, 2x4 SPF#2 CONTINUOUS TRUSS.- UPLIFT CONNECTOR A END � STUDS TO FOUNDATION (B) - END STUDS TO FOUNDATION LEDGER FASTENED 1 MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE, (U.O.N) W 8d@3 6: HTT5 OR HDU5 SW 8d@3/6: HTT5 OR HDU5 TRUSS WEBS WITH -q -0.131x3" TO BACKSIDE OF WEB. VH3 ©- PLATE ANCHORS SOLE PLATE ANCHORS w/3 I SHEA WALL NOT SEE SCH DULE ON DETAIL 3/SOA SEE SCHEDULE ON DETAIL 3/SOA FLOOR COMMON. MONO STEM 1. AT ROOF TRUSS, FRAMING 1 CONTRACTOR MAY SHEARWALL NOTES CONTINUOUS LATERAL BRACING, SEE OVERFRAME RAFTERS, SEE PLAN. ) Sabour`in PE CHOOSE A,B,C,D, OR G. 1. PROVIDE 3/is" OSB SHEATHING WITH 8d COMMONS CSD 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12 LOCATION. IF MORE THAN (1) LATERAL PROVIDE 2x BLOCKING AT ALL PANEL EDGES. a x NAILS @ 6" O.C. I O.C. FASTENED TO TOP 2. US - _ ALTERNATE A. ROOF TRUSS ROOF. N H3 - I. SIMPSON w 10 8d COMMON I / AS SHOWN, BRACE PLATE w 4-0.131x3" / AT EXTERIOR I WALLS PROVIDE A MINIMUM F 2. 0 2 STUDS EACH END OF SHEARWALLS. KING &JACK STUDS AT HEADERS MAY SERVE AS E � COMMON ENDIN" BETWEEN ROOF END POSTS FOR SW -16d NAILS SHEARWALL OR TRUS FS_ HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.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) HEADER UP CONNECTION CONNECTION CALL OUT NAILS (T UPLIFT CONNECTOR A AT 3 O.C.(TYP) LS18 0 32" O.C. , B (4) SEE PLAN C D - I 1 CS16 STRAPS FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) (TYPICAL) - 3. FASTEN ALL INTERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATED ALTERNATE F 3. USE ALTERNATE ALTERNATE xE & FOR FLOOR 4. INSTALL INTERIOR FOOTI r, BELOW SHEARWALL PER DETAILS ON S1.0 5 SHEARWALL ATTACHMENT wHEN AT ROOF Et FLOOR s TYPICAL S EARWALL ELEVATION 7 HEADER TIE DOW[ , _...oTm SO.1 S0.1 PROVIDE SOLID BL KING WITHIN' FLOOR SYSTEM= AT SW END POSTS. 50.1 THIS `DETAIL ONLY APPLIES WHEN NOTED ON PLAN 412d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. 80 COMMON NAILS „ THREADED ROOF NAILS (T .) 2x4 SYP#2 OUTLOOKERS AT 3 O.C.(TYP) ROD 0 WOOD PLATE HOLE (4) TRUSSES APPLIED C4 24° O.C. 2x4 BLOCKING.. FASTEN 3/8 TRUSS TO BACKSIDE OF WEB. VH3 EACH; END w 3-1Od' / WALL STUDS WALL STUDS 2x1 R 2 OR {2)2x6 0 (2)2x4 SYP#2 LEDGER, TOENAILS 5/8 3/a'0 s/4 0 I � H2.5T HURRICANE CLIP ®EA. OUTLOOKER TO TRUSS. „ AT 16_ O.C. AT 16 O.C. FASTEN TO ROOF FRAMING BELOW a ��"n i �s ' age MONO STEM w 4-12d NAILS AT EACH RAFTER. ROOF SHEATHING / 6-10d COMMONS 1 e CONTINUOUS LATERAL BRACING, SEE OVERFRAME RAFTERS, SEE PLAN. ) Sabour`in PE FL' TRUSS SHOP DRAWING FOR QTY. AND REVISIONS T DATE LOCATION. IF MORE THAN (1) LATERAL J I: TRUSS` X 2 6 ANGLE ROOF TRUSS ROOF. N H3 - I. SIMPSON w 10 8d COMMON I / AS SHOWN, BRACE SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER` NAILS FROM RAFTER TO LEDGER D THESE STRAPS TO EACH STUD, PER ATTACH TO EACH ETU AND LEDGER TO ROOF MEMBER. I' MAY BE OMITTED SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 2X4 T -BRACE. ONLY WALL SHEATHING UP .:BLOCKING WHEN OVERFRAME RE Q FOR BRACE REQUIRED GABLE END TRUSS. r - RAFTER LENGTH A SINGLE LEDGER B DOUBLE LEDGER ALT. TO BOTH H3 ABOVE LENGTHS > 8'-0". PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" VERTICAL VERTICAL FASTEN w/10d COMMONS 0 6 ON -CENTER 2X4 #2 SYP BLOCK (� EACH MEMBER. ROOF ME BE BETWEEN OVERFRAMING RAFTER R SIZE &NAIL TNG REACTION LEDGER SIZE & NAILING REACTION LEDGEAND GABLE BRACE. FASTEN EACH - » _a „ „ ROOF MEMBER. 0-775. 2x6 w/ 5 0.131x3 1850-2345.2x8 w/ 6 /4 0x6 SDS SCREWS N END W/ 3-1'0d TOENAILS - 8-0.131x3" » » 77 1 50 2x8 w 6 2 2 w 8- 0x6 SDS SCREWS / 2346-3125.2x1 / /4 BLOCK TO DBL TOP 1251-1540 2x10 w/ 10-0.131x3" G7 o PLT W/ 2-H2.5T 1540-1850. 2x12 w/ 12-0.1310» PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TO TIE IN OF;OVERFRAME RAFTERS TRUSS FRAMING. LEDGER A NOTES: WHERE A LEDGER: IS INDICATED „ I 0.131x3 TOE NAILS CSD 8 O.C. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS SINGLE TRUSS BRACING I°l °I II II Itlt 1,1 II T -BRACE FASTENED TO I°I WEB w/ 12d @ 6"O.C. f I T -BRACE TO BE THE I°I SAME SIZESPECIES, AND GRA�'E AS WEBTOE B °I RACED. II I I°I II BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT_PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 457.) TO THE ADJACENT EXTERIOR ER R PERPENDICUL AR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERNALL CONSTRUCTED OF THE SAME BRACING 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 ADJACENTI TO DBL. TOP PLATE .. ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST ABOVE, ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. _ I a 8 10d LSTA12 CSD 48 O.C. � DBL TOP PLT- LINE OF BOTTOM CHORD BRACING AT A X -BRACE w/ 2-16d INTO BOTTOM I CHORD OF EA. TRUSS. COMMONS TO GABLE' TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. SDWC15600 � 36" O.C. OMIT IF PERMANENT TRUSS BRACING LEDGER�DGER NNECTION s DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEATHING OVERLAPS GABLE 12 MIN 11 G wHEN 8 WHEN OTED „ OTEO TRUSS TO LEONNECTION BY TRUSS " 0.1 SCALE: 3 4 - l' -O" S0.1 SO.1 USE THIS OJETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTE 1. -SPACE GABLE END BRACING 0 4 6 MAX. S / ENGINEER. NOWN FOR CLARITY MIN 2 PLY STUD` MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 ST S IN LIEU OF 2 STUDS ITS ACCEPTABLE 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 L ,< , ,-L PLAN C1 I X I OR BEAM ,. ANCHORING SPECIFICATIONS 1 MSTA24 STRAPS p F U_Y_- O STUD FASTEN w/12- FASTEN w/12- - _ ' FOD OVER TOP PLATE 2 MSTA24 ST „ I 0 --- - ---- O {) RAPS „ e � _ SIMPSON HTT5 OR I 0.131x3 GUN I 0.131x3 GUN NAILS ANCHORING SYSTEM. THE THREADED ROD ANCHORING FASTEN w/18 10d FOLD OVER TOP PLATE I 2 MTS12 FULL HT. HDU5. P NAILS LI ( ) DOUBLE - SYSTEM SHALL CONSIST OF A307 THREADED FASTEN w 18-1Od FASTEN I (2) TS12 SOLE_ FULLHT. ANCHOR /.I o TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 1 UPLIFT PLATE \ 26-10d' COMONS 11 ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I1 CONNECTOR SIMPSON DTT2Z DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I SEE PLAN . " ; 1 w 8- .Y„x1 1 - PLATE _ -, .�_ TOP PLATE, PROVIDE A 2"x 2"x }� STEEL WASHER. / a Yz I - �- >: FASTEN WITH A NUT AND ALLOW AT LEAST 3 i SDS SCREWS II WALL STUD I o SIMPSON FULL HEIGHT POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. TYP. » ' A OR i . ( ) FULL EIGHT ; : I 2 H2.5T 2 H .5T - - -- � MINIMUM 2 PLY I LTT20B THREADED. OD {) {) 2 ROD 1 ., I I „ FULL HEIGHT ♦ ROD INSTALLATION. AT ALL PLATE PENETRATIONS STUD THREADED R0 WITHIN 6 OF - �----- 1 - � - � MINIMUM Yz » I I MINIMUM THREADED ROD PROVIDE A HOLE IN THE PLATE LARGER THAN THE 2 PLY .� EPDXIED 4 MIN GIRDER SEE, PLAN) 2' PLY , L AT I � I2ND STORY DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD THREADED ° » SEE PLAN d ELEVATION STUD AT 2ND STORY N HD Y2x6 TITS STUD STUDS PROVIDE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT ROD EPDXIED I w STUDS PROVIDE O. A " I Y THREADED ROD SIMPSON CNW OR EQUAL MAY BE USED IN CASES ', .° z 2 C518 STRAPS ( ) AGAINST PLATE 7.5, MIN I .. STEEL COUPLER ------ ° EPDXIED 4 MIN { WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 CS18 STRAPS C AT SASE 0 j I OR AT BASE OF STUDS NAL LOCATE FULL HT.----". F STUDS (OPTIONAL, J _ ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER I Y2x6" TITEN HD FLOOR TO FLOOR ANCHOR 1 --- IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR)` I I ) AS NEEDED) RODS -. THD37634RC (%"x6%") MINIMUM AT SILL PLATE AT TOP PLATE VERTICAL F A MAXIMUM OF 2 INCHES IN 10 FEET TOI 2 PLY AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. HOLD DOWN SEE PLA STU D 3 „ FLOOR FRAMING FULL HEIGHT THREADED ROD - FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT, 11 DEPTH O FULL HEIGHT ANCHOR INSTALLATION 'CHART THREADED (1)DIAGONAL BRACE PER Q T) ROD 0 WOOD PLATE HOLE (4) TRUSSES APPLIED EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2"0 TO BACKSIDE OF WEB. 4" 4" 2„ 31, 5/8 3/a'0 s/4 0 3x3x'/4" 7.5,. 12„ BRACING APPLIED TO,. a ��"n i �s ' age MONO STEM FRONT SIDE OF WEBS. " c e CONTINUOUS LATERAL BRACING, SEE Christopher ) Sabour`in PE FL' TRUSS SHOP DRAWING FOR QTY. AND REVISIONS T DATE LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN, SINGLE TRUSS BRACING I°l °I II II Itlt 1,1 II T -BRACE FASTENED TO I°I WEB w/ 12d @ 6"O.C. f I T -BRACE TO BE THE I°I SAME SIZESPECIES, AND GRA�'E AS WEBTOE B °I RACED. II I I°I II BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT_PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 457.) TO THE ADJACENT EXTERIOR ER R PERPENDICUL AR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERNALL CONSTRUCTED OF THE SAME BRACING 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 ADJACENTI TO DBL. TOP PLATE .. ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST ABOVE, ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. _ I a 8 10d LSTA12 CSD 48 O.C. � DBL TOP PLT- LINE OF BOTTOM CHORD BRACING AT A X -BRACE w/ 2-16d INTO BOTTOM I CHORD OF EA. TRUSS. COMMONS TO GABLE' TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. SDWC15600 � 36" O.C. OMIT IF PERMANENT TRUSS BRACING LEDGER�DGER NNECTION s DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEATHING OVERLAPS GABLE 12 MIN 11 G wHEN 8 WHEN OTED „ OTEO TRUSS TO LEONNECTION BY TRUSS " 0.1 SCALE: 3 4 - l' -O" S0.1 SO.1 USE THIS OJETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTE 1. -SPACE GABLE END BRACING 0 4 6 MAX. S / ENGINEER. NOWN FOR CLARITY MIN 2 PLY STUD` MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 ST S IN LIEU OF 2 STUDS ITS ACCEPTABLE 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 L ,< , ,-L PLAN C1 I X I OR BEAM ,. ANCHORING SPECIFICATIONS 1 MSTA24 STRAPS p F U_Y_- O STUD FASTEN w/12- FASTEN w/12- - _ ' FOD OVER TOP PLATE 2 MSTA24 ST „ I 0 --- - ---- O {) RAPS „ e � _ SIMPSON HTT5 OR I 0.131x3 GUN I 0.131x3 GUN NAILS ANCHORING SYSTEM. THE THREADED ROD ANCHORING FASTEN w/18 10d FOLD OVER TOP PLATE I 2 MTS12 FULL HT. HDU5. P NAILS LI ( ) DOUBLE - SYSTEM SHALL CONSIST OF A307 THREADED FASTEN w 18-1Od FASTEN I (2) TS12 SOLE_ FULLHT. ANCHOR /.I o TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 1 UPLIFT PLATE \ 26-10d' COMONS 11 ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I1 CONNECTOR SIMPSON DTT2Z DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I SEE PLAN . " ; 1 w 8- .Y„x1 1 - PLATE _ -, .�_ TOP PLATE, PROVIDE A 2"x 2"x }� STEEL WASHER. / a Yz I - �- >: FASTEN WITH A NUT AND ALLOW AT LEAST 3 i SDS SCREWS II WALL STUD I o SIMPSON FULL HEIGHT POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. TYP. » ' A OR i . ( ) FULL EIGHT ; : I 2 H2.5T 2 H .5T - - -- � MINIMUM 2 PLY I LTT20B THREADED. OD {) {) 2 ROD 1 ., I I „ FULL HEIGHT ♦ ROD INSTALLATION. AT ALL PLATE PENETRATIONS STUD THREADED R0 WITHIN 6 OF - �----- 1 - � - � MINIMUM Yz » I I MINIMUM THREADED ROD PROVIDE A HOLE IN THE PLATE LARGER THAN THE 2 PLY .� EPDXIED 4 MIN GIRDER SEE, PLAN) 2' PLY , L AT I � I2ND STORY DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD THREADED ° » SEE PLAN d ELEVATION STUD AT 2ND STORY N HD Y2x6 TITS STUD STUDS PROVIDE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT ROD EPDXIED I w STUDS PROVIDE O. A " I Y THREADED ROD SIMPSON CNW OR EQUAL MAY BE USED IN CASES ', .° z 2 C518 STRAPS ( ) AGAINST PLATE 7.5, MIN I .. STEEL COUPLER ------ ° EPDXIED 4 MIN { WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 CS18 STRAPS C AT SASE 0 j I OR AT BASE OF STUDS NAL LOCATE FULL HT.----". F STUDS (OPTIONAL, J _ ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER I Y2x6" TITEN HD FLOOR TO FLOOR ANCHOR 1 --- IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR)` I I ) AS NEEDED) RODS -. THD37634RC (%"x6%") MINIMUM AT SILL PLATE AT TOP PLATE VERTICAL F A MAXIMUM OF 2 INCHES IN 10 FEET TOI 2 PLY AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. HOLD DOWN SEE PLA STU D 3 „ FLOOR FRAMING FULL HEIGHT THREADED ROD - FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT, 11 DEPTH O FULL HEIGHT ANCHOR INSTALLATION 'CHART THREADED © @ Q T) ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2"0 '/2"0 2x2x'/a" 4" 4" 2„ 31, 5/8 3/a'0 s/4 0 3x3x'/4" 7.5,. 12„ 2Y2„ 3" a ��"n i �s ' age MONO STEM MONO STEM 1HE NUT ABOVE THE UPPERMOST PLATE SHALL 0L SIMPSON DTT2Z 7 ROD = uT2Z „ SECURED OVER THE WASHER. TO A SNUG -TIGHT w 8- Y x1 ��e CONo11ION PLUS ONE -HAD'.. TURN OF A STANDARD / a Yi HTT5 ROD HTT5 SDS SCREWS BUILT-UP OST, BUILT-UP POST, :WRENCH (Af+PRO>aMATEIY 30 FT. -LBS. OF TORQUES SEE. PLAN. SEE PLAN. DUE TD SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO '30 a FT. -LBS° OF TORQUE AFTER ALL TRADES ARE cOwPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING. ALL THREADED RODS SHALL BE HTT5 OF HDU5 SL D 2Z LTT2 OB DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE R OPTION` OPTION 2 ALTERNATE FOR LTER FOR HART FOR OR EMBEDMENT AND EDGE DISTANCE 35 y FULL HEIGHT TR CONVENTIONAL AI ULL HEIGHT ANCHOR REQUIREMENTs 78 FULL HEIGHT ROD , /8 FULL HEIGHT ROD WALL SECTION THREADED. ROD .INSTALLATION CHART y 3/ FULL HEIGHT ROD ALTERNATE s 12 ' FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENTHMENT6ETAILF LL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 ATTACHMENT 14 GIRDER /BEAM STRAPPING S0.1 S0.1 S0.1 oTEo S0.1 THIS DETAIL ONLY APPLIES WHEN: NOTED ON PLAN ALTERNATE S .1 THIS DETAIL ONLY APPLIES WHEN. NOTED ON PLAN )a Ph. F L: ���aaelaia I asaeae 45feP�/$��� 61 ° a t ° o ° 'ham ♦ a ��"n i �s ' age •�,e` `mow° .N)F R.. N c e Christopher ) Sabour`in PE FL' I PE#71461 REVISIONS T DATE L 1 AE U SHEET 2 of 9 OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE g OVERLAP SIDEWALL W . . . . : . - ALWAYS PLACE TOP PLATE . .- . . . . ALWAYS PLACE : HEADER AT u HEADER AT .. TOP OF ROUGH TOP OF ROUGH. .. .: . - - � OPENING �. OPENING- k 0 THREADED ROD,:. GARAGE /a " . . . . . HEADER w 3x3x /a PLATE (2)20ga STRAPS ALWAYS PLACE (2)20ga STRAPS . . . . . . . . . . . HEADER TO JACK GOAL POST. FASTEN TO STUD . . . . . HTTS w/. HEADER TO JACK HTT5 W/...s HEADER AT PACK WITH 2—ROWS OF 16d ,. 1� .: :' : :. s/ THREADED ROD THREADED ROD /2 TOP OF ROUGH RING SHANK NAILS CSA 12 O.0 „ EPDXIED 12" Lou Q n t i 3 o and •. EPDXIED 12 (2)20ga STRAPS OPENING MAX o A ss d a t e s, Inc. HEADER TO JACK :. EXTEND HEADER TO ATTACH GARAGE DOOR THRU ;, LEXTEND HEADER TO 222 2x4 BLOCKING / / FAR SI CKING _ UPRIGHT BUCK DIRECTLY INTO 2 2 2 .. DE OF WALL 4 0.131x3 TOE NAILS 2 EA. SIDE 2 2x6 KING STUDS S ( ) 420 sceola Avenue O // FAR IDE OF WALL 6x6 POST / AS SH HTT5 W OWN. / STUD PACK, PER GARAGE DOOR H3 Ea 2x ounooKER „ 2 2x6 x / o ° NOTE x O (2)2 > SPF#2 AS SHOWN. " Q )a . Beach, Florida 32250 2.2x6 JACK STUDS THREADED ROD ... .. >ouTLoQKER aT 24 o.C. � ( ) � SUPPLIER 6 6 6 PLACE GABLE 'ENO JACKS / „ TRUSS Ph. 242=0 908. Fax. 241 955 EPDXIED 12 , 6 6 • . 4.:0x4..0 PIECE OF WALL TO •THE I _ / NT. FACE bF AND 1 O o .. .. 4'-0%4'-0" PIECE OF WALL BALLOON SHEA L N FRAMED WA 1- L. TING INSTALL LL CA LL AT UPPER 344 SC. CA# 3 KING. ROOF S79 rT " STUD SPACING SEE ,. :.. - . SHEATING INSTALL T UPPER ... .. AND FASTEN TRUSS TOP -� =i A 2 2x6 CORNER. 1 BELOW GARAGE SHEATHING HTT5 w HTT5 w O E HEADER / ,�I � FRAMING PLAN A A CORNER 1 BELOW GARAGE HEADER JACKS ON EXTERIOR STUD TRIMED AS DETAIL A 413 AND BOTTOM CHORDS TO x STUD CORNER --\ 2 SCHEDULE. THREADED ROD THREADED EDULE. EADED ROD ( A ( ) 'S/8 BALLOON FRAMED ED WALL .. DETAIL I 2d TOE ON EXTERIOR STUD .TRIMED AS � AND 1 1 L L� .�. � EPDXIED O .:..... SHOWN STUDS w 2— EPDXIED 12 ,I P ED 12 ) / o.t31x3 s s s s NAILS EACH s s 1 L LJ 2x4 BLOCKING AT ,� . ,... :. , SHOWN) KING... ... :. NAILS AT EA. STUB' " TRUSS /,J 48 D.C.BETWEEN P.T. SOLE PLATE 4 , :. a as .- • • • FASTEN-SHEATING TO HEADER w 8d COMMON GALV.' BOX NAILS •.��•'°& -_ ao�fe� - / SSB. GABLE -':AND FIRST a. .,., GARAGE FAST _N SHEATING TO HEADER w 8d 'COMMON' R GALV. BOX NAILS,,,.! HTT5 w/ / IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING INTERIOR TRUSS. , Q. SOLE PLATE HTT5 w „. b / FAS FLOOR IN 3 GRID PATTERN. AS SHOWN AN A TEN GABLE END THREADED ROQ „ D 3 O.0 IN ALL FRAMING STUDS, BLOCKING &SILLS TYP. ANCHOR 5/s s ( ) rf3 THREADED ROD TRUSS w/ FULL HT: EPDXIED 12 (STUDS, BLOCKING &SILLS) TYP. D ANCHOR AN SOLE PLATE d EPDXIED 12 ( � D HA4 °..; .: A EA. END w„. "'"'�. e m w✓ -'a �` _s q ANCHOR GARAGE WING WALL SECTION A DOUBLE BLOCKING. AT PANEL JOINT NAILED TOGETHER w 3 16d SINKERS :. DOUBLE BLOCKING AT PAN / S NKE EL JOINT, NAILED TOGETHER w/ 3 16d SINKERS THICKENED: SLAB .EDGE • • � .. R AT GARAGE OPENING. ... n 6x6 POST WITH `ABU66 „ 5 0 THREADED ROD OVER ADDITIONAL DOUBLE PLATE BET a /a ( L E WEEN s „ „ w / THREADED ROD �” f " / a a A F 4 NOTES. S DS) DRILLED AND EPDXIED w 12 EMBEDMENT & 3x3x /a WASHER. " �: r / EPDXIED 12 MIN. 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. , y f 4..- GARAGE WING WALL ELEVATION C f �.; CONVENTIONAL SWI I ...... � I ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR Chllstoph t J SaL�ourrn PE REQUIRED. I FLI PE#71461 I REVI l ONS GARAGE HEADER FRAMING GARAGE ,, DATE RAG PORTAL WING WALL 1 2 3 GARAGE WING WALL FRAMING LESS THAN wHEN wHEN 12 4 BALLOON FRAMED ABLE END O WHEN TED S0.2 OTEO S0.2 THIS DETAIL `ONLY. APPLIES WHEN OTED H NOTED: ON PLAN S0.2 THIS DETAIL. ONLY APPLIES WHEN NOTED ON PLAN SD. SPLICE 2x6 x 4'-6" P.T. SYP N . 02 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS ® 4" O.C. JACK STUD IF 4x4 IS SPECIFIED ON PLAN .JACK STUD ' AT DOOR USE 2 2x4 SPF#2 AT DOOR O # SUPPORT, 2x4 P.T. SYP No.2 MIN. - 2 2x4 PT SYP 2 ( ) # BLOCKING/CLOSURE FASTEN I „ IF 6x6 IS SPECIFIED ON PLAN, w/ 3-12d TOE NAILS. RIP 2 WALL 3` 4 MAX. .. DO USE 3 2x4 SPF#2 SUPPORT. O WN TO REQUIRED DEPTH „ O # SHEATHING _ . 12 MIN. PRE ENGINEERED � FIELD ALTERATION RATED WALL SHEATHING w � . „ „ / � WOOD ROOF TRUSSES. ATTACH PORCH BEAM O _ CONTRACTOR Ya x3Y2 8d' ®6 O.C. EDGE 8c FIELD. T CS18 w 7 1 dx1Y 12d COMMON CONTACT LOU / z PLAN VIEW PAN VIEW SIMPSON LTT2QB PONrI ASSOCIATES TAPCON �- PORT POST w WIRENAILS� Go ,PRIORTO RECESSED IN SLAB o SUPPORT / C2)HTSZO. EACH END 48 IMAKING SCREW 0 4" O.C. � ODIFIC, ANY STRUCTURAL FIELD ,. O.C. STRAP .CAN BE M w THREADED L ODIFICA IONS WHICH MAY VARY ATTACH SUPPORT POST TO STAGGERED: ,. INSTALLED ETHER FROM THEENTENTOF THE ORIGINAL ROD EPDXIED 4 SOLE PLATE L'' .�1 FOUNDATION WITH 'HTT4 T � CONSTRUUTION DOCUMENTS. ANY FACE STUD CS18 w/7-10dx1J�Z ANCHOR 5 „ Z „ FIELD ALTERNATIONS MADE PRIOR TO w/ /a 4x6 EMBED EPDXY 'ROD. U.O.N. EACH END 48 BEING APPR VED BY LOU PONTIGO & R O.C. STRAP CAN BE ASSOCIATES MAY RESULT IN SYP#2 PT SOLE PLATE UPLIFT CONC. CONC. INSTALLED EITHER ADDITIONAL ENGINEERING OR SOX COLUMN CONNECTOR SLAB SLAB I I IN PECTION FEES.A90. _, „ FACE OF STUD - MAY BE USED IN LIEU; OF 4x4 OR 6x6. 8d 0 3 „� n .: " ` WATER PROOFING AT FLOOR FLOOR: FLOOR I' LOWER ..:PORTION OF TRUSSES TRUSSES TRUSSES I' DOUBLE ELEVATION VIEW ELEVATION VIEW OR JOIST. 0 JOIST. OR JOIST. TOP PLATE BOX COLUMN BY BUILDER -4 IF PT MATERIAL IS NOT USED. I OPTION B BEAM SEE i OPTION A OPTION A OPTION B 0 RL PLAN STRAPPING VE AP SHEATHING OPTION C OROPPEDBEAM V V FRONT ENTRY A B 5 J M FASTENING 6 BOX COLUMN DETAIL - WALL STRAPPING OVE BEAM VMEN WHEN 8 RAFTER TAIL DETIAL �TEO S0. THIS DETAIL ONLY APPLIES WHEN NOTED 0 �TEO N N PLAN S0. S0. THIS DETAIL ONLY APPLIES WHEN N0 ED ON PLAN So. W Ln n V J v; KING STUD TO TOP PLATE: I „ SDWC15600 SCREW. W I STUD TO TOP PLATE: +� '-.... SDWC15600 SCREW. " O.C.4< ST ~;° to To T .P�,ATE_ STUD TO TOP PLATE: SCREW. SDWC15600 SCREW. REW. O 32" O.C. 0 32" O.C. O STUDS' TO TOP PLATE STUD To BOT PLATE: BOT PLATE TO TRUSS SDWC15600 SCREW. I „ W „ Ya x3kt LAG SCREW ®32 O.C. WITH ROUND WASHER 1 MSTA24' Ln _ AT EACH ' H FLOOR TRUSS I e` a BOT PLATE TO FRAMING BOT PLATE TO FRAMING W BELOW CS180 32 O.C. BELOW CS180 32 O.C. r n STUD. TO BOT PLATE. Ln 1 TRUSSES PERP SDWC15600 SCREW. Z -BOT PLATE ro rnuss PERPENDICULAR TO WALL ABOVE .. ®, 32" O.C. .00 NNW LAG SCREW WITH ROUND. WASHER ,� m 24 O.C. W 4 0 T SS OR ;"BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL 1 WALL STRAPPING DETAIL y 9 � o NG TA wHEN 11 WALL STRAPPING DETAIL 0 oTEo TEo 50. THIS bETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S THISDETAIL ONLY APPLIES WHEN NOTED ON PLAN . 0 t. M ISC F M INC DETAI LS A DD NOT S ALE DIMENSIONS FROM THESE DIA INGS. IF A DIMENSION IS UNCL AR REFER 70THE . ARCH URAL DRAWINGS OR CO TACT THE E.O.R. PLAN NAME TERR NO - COASTAL DESIGN/DRAWN/CHECKED CS KM LAP DATE 01.22.18 y SCALE S NOTED LPA No. TO �L-18-00100 r CONTROL No. 4365 } SHEET $0.2 I _SHE'T 3 OF g } I I SYMBOLS LEGEND - - - - - DESIGNATES FOOTINGLINE DESIGNATES SAWCUT LINE %. INTERIOR LOAD BEARING WALL 7"'?1 DESIGNATES SLAB RECESS E r ,W Lou Pontigo and Associates, Inca 420sceoI a Avenue ax. 6e ch 2 1 Floridaa 3 50 Ph. 242_0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 `emaemsm'meeR • � `' � 6'1 ;,�� �,� $fit 69'-2" » ® a wp w y 0. 8'- 0 61'-2" � g. :- rtT OFr r 9 r 7 2 ,.�a N Christophie r J Sahourin PE FI PE#7.1461 3 1 I REVI IONS DATE S1.01 H 1 i FIELD ALTERATION CONTRACT R SHALL CONTACT LOU PONTIGO -ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODIFICAI IONS WHICH MAY VARY FROM THENTENT OF THE ORIGINAL R CONSTUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APP R VIED BY LOU PONTIGO & ASSOC] TES MAY RESULT IN ADDITIO AL ENGINEERING OR INSPECTION FEES. i I 7 Z j V U o I Ln W iLLJ LLJi I 7 L U UJI 0 L_ n I Q uu m mJLf) D J f4< � UjW L W 00 [ l V O HB p 93 1 x2x12 » S1.01'' S1.01 FOOTING w/ #5 --/- CMU PIER TO MATCH BOX 12 EA. WAY 1 -8t$ COLUMN. REINFORCED w (2)#5 TOP OF PIER = -2 51- 6 TOP OF HOUSE SLAB ,> 8-0 48-6 8 0 4-8 69'-2" FOU DATION s LAN _. DO NOT S ALE DIMENSIONS FROM „ THESE DRA INGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR co �TACT THE E.O.R. FOUNDATION._ PLAN �_ PLAN NAME FOOTING SCHEDULE AND NOTESr TERR NO COASTAL SCALE: 1/4" 1'-0" WIDTH DEPTH BOTTOM BARS DESIGN/DRAWN/CHECKED .TYPE LENGTH " ' 1-0ICS KM LAP " '-0" 3- 5 EA. WAY BOT. F2.0 2 O 2 # .. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. DATE 01.22.18 5 EA. WAY BOT. F3.0 3'-0' 3,_D„ 1'-0,, 3- # SCALE F3.5 3 -6 3 -6 1 -0 4-#5 EA. WAY`BOT. AS NOTED F4.0 4'-0' 4'-0" 1 -0 4-#5 EA. WAY BOL. s� LPA No. " - - 4 6 1 0 4-#5 EA." WAY BOL F4.5 4 6_ TO L-18-00100 V Y STRUCTURAL I RELATED TO THE C NTROL No. 1. THIS FOUNDATION PLAN ONLY CONS UCTUR L NFO.E FOUNDATION, FOR GENERAL FEATURES, DIMENSIONS, CONDUITS; ELECTRICAL EMBEDS, STEP HEIGHTS ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR ! 4365 REFERENCE ONLY: ..SHEET 2. FIGS. 8c FIND. SHALL BE IN ACCORDANCE w LOCAL BUILDING CODES. FILL SHALL B COMPACTED TO A MIN. OF 957 MODIFIED 3. SOIL COMPACTION AND E 1 • 0 PROCTOR IN ACCORDANCE WITH ASTM ID 1557. SHE LT 4 OF 9 - / 1., - MONO�'� - FOOTINMO �. .. N - I I I STEM WALL w/ 6 I I 3 » 2-#5x30 DOWELS I STAIRS BY 1 1 S1.01 ^ » O EPDXIED 6 MIN. (TYP.) S1.01 BUILDER ^ 0 I 7B :cel ^ ( N I I eI I L S1.01 51.01 � I 4>, 10B 13 - 4 S1.01 x z PAVERS BY OTHERS - I z 7 00 .. S1.01 3-4 51.01 ---- I o i I ----- _- CD O S1.01 ^ ISOLATED FOOTING SIM. cv _SAWCUT ____ _ -� �- N I SEE DETAIL21 77' - I }} h I I QI -T 1f I I ►� 7 S1.01 I I o I�^4cn1 3 � 51.01 Y 1 „ 4 CONCRETE SLAB w/ 6 S1,01 I F3. it I FIBERMESH @ 1.5 LBS/CU.YD. 51.01 -I 6 I I' #p I OF CONCRETE OR 6x6 W1.4xW1.4 _ =2.0 7'-2" ry I -" 13'-g" S1.01 I' 4 1 3 g 8 ;! ;IN WWF ON 6MIL VAPOR BARRIER ) S1.01 BY PAVERS OTHERS = _ _. S1.01 S1.01S1.0 _ ;IL IN PREPARED GRADE. -\\i _ I I " I - - ---- oo - s- - _I� ^ I ^ ao O .,II N SLIDING GLASS DOORU---.]\ 8 �� , 1 FRAMES MUST BE RECESSED - _- PROVIDE 2-#4x4 -0 S1.0 CD ^ 1 _2 00 1 SEE ARCHITECTURAL PLANS CORNER CRACK BARS I -ice 16 o0 o T^ i FOR LOCATION OF SLIDING AT SLAB MID -DEPTH. wr » ^ I 9 I I 41 GLASS DOORS. MONO FOOTING TO » 5 -6 Ln S1.01 in ^ 00 o }„ I �- - -1 STEMWALL,, w/ 2-#5x30 10 0co ^ I I DOWELS EP'OXI,ED 6" MIN. I `- ISOLATED FOOTING _ STAIRS BY F3.0 - S EE DETAIL F2.0 L - r- I BUILDER ,4 >11 I I /S1.01 (TYP.) I 3 -4 19 -g I K 14 ISI 1DO g o PROVIDE SAW CUTS ER L 2�_2» F2.0 S1.01 I ^I S1.01 BUILDER 05 I 6 COORDINATE WIT F PAD AT BOX I - ^ CMU PIER TO MATCH BOX w FINISH FLOOR MATE 'IAL. Do S1.01 o COLUMNS PER ^N \ COLUMN. REINFORCED w / I N / DETAIL 12/S1.01 I N (2)#5 (TOP OF PIER = iv o I I I I I I I -00 TOP OF HOUSE SLAB) MONO FOOTING TO STEMWALL w/ I I 1> 2--#5x30" DOWELS I I S1.01 EPDXIED 6" MIN. (TYR) �F x4. k 1 i FIELD ALTERATION CONTRACT R SHALL CONTACT LOU PONTIGO -ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODIFICAI IONS WHICH MAY VARY FROM THENTENT OF THE ORIGINAL R CONSTUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APP R VIED BY LOU PONTIGO & ASSOC] TES MAY RESULT IN ADDITIO AL ENGINEERING OR INSPECTION FEES. i I 7 Z j V U o I Ln W iLLJ LLJi I 7 L U UJI 0 L_ n I Q uu m mJLf) D J f4< � UjW L W 00 [ l V O HB p 93 1 x2x12 » S1.01'' S1.01 FOOTING w/ #5 --/- CMU PIER TO MATCH BOX 12 EA. WAY 1 -8t$ COLUMN. REINFORCED w (2)#5 TOP OF PIER = -2 51- 6 TOP OF HOUSE SLAB ,> 8-0 48-6 8 0 4-8 69'-2" FOU DATION s LAN _. DO NOT S ALE DIMENSIONS FROM „ THESE DRA INGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR co �TACT THE E.O.R. FOUNDATION._ PLAN �_ PLAN NAME FOOTING SCHEDULE AND NOTESr TERR NO COASTAL SCALE: 1/4" 1'-0" WIDTH DEPTH BOTTOM BARS DESIGN/DRAWN/CHECKED .TYPE LENGTH " ' 1-0ICS KM LAP " '-0" 3- 5 EA. WAY BOT. F2.0 2 O 2 # .. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. DATE 01.22.18 5 EA. WAY BOT. F3.0 3'-0' 3,_D„ 1'-0,, 3- # SCALE F3.5 3 -6 3 -6 1 -0 4-#5 EA. WAY`BOT. AS NOTED F4.0 4'-0' 4'-0" 1 -0 4-#5 EA. WAY BOL. s� LPA No. " - - 4 6 1 0 4-#5 EA." WAY BOL F4.5 4 6_ TO L-18-00100 V Y STRUCTURAL I RELATED TO THE C NTROL No. 1. THIS FOUNDATION PLAN ONLY CONS UCTUR L NFO.E FOUNDATION, FOR GENERAL FEATURES, DIMENSIONS, CONDUITS; ELECTRICAL EMBEDS, STEP HEIGHTS ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR ! 4365 REFERENCE ONLY: ..SHEET 2. FIGS. 8c FIND. SHALL BE IN ACCORDANCE w LOCAL BUILDING CODES. FILL SHALL B COMPACTED TO A MIN. OF 957 MODIFIED 3. SOIL COMPACTION AND E 1 • 0 PROCTOR IN ACCORDANCE WITH ASTM ID 1557. SHE LT 4 OF 9 TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING TYPICAL WALL FRAMING AND PER CONSTRUCTION SPECS. ANCHORAGE PER AND ANCHORAGE PER CONSTRUCTION SPECS. 1 CONSTRUCTION SPECS. { )#5 CONTINUOUS, PROVIDE S0.0 CORNER BARS (TYPICAL) OLE PLATE ANCHOR, ' AT WALLS GREATER THEN 12" HOOK8 CMU OPEN BOTTOM LINTEL SEE 3. INTO SLAB. 1- 5 CONT. PROVIDE / 4'-0" HIGH, NOTIFY E.O.R. SEE 7B S1.01 BLOCK w/ 1—#5 CONTINUOUS MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) ' FOR TEMPORARY BRACING 51» WHEN SPECIFIED ON PLAN. 2 - LAYOUT PLAN AND SEE ARCH PLAN Al PERMANENT LATERAL - • S ON GRADE SLAB ON SUPPORT DETAIL. - - LA B ,. PLAN. . a f_�-- _ . SEE d GRADE, SEE PLAN. GRADE OR CONC. \ -/\7%. SLAB,' SEE PLAN. -, o 771 / f' ' - 8 CMU STEM 'WALL f'f \ SLAB ON t �, 4 VERTICAL DOWEL � 24 O.C. -- 4 DOWEL `TO MATCH VERT. .-�° � \ GRAD SHOWE N SLOPES TO DRAIN SEE ARCH R P STEMWALL SCHEDULE CMU REINFORCING COURSES `C:' TO 6 #4 VERT. @ 48" O.C. 7 TO 10 #4 VERT. @ 24"O.C. 11 TO 12 #4 VERT. @ 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. ''- , t STEMWALL REINFORCING SEE _-,/ : 90 BEND INTO FTG. \ % SEE PLAN \ \ PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. SCHEDULE w/ 6 HOOK INTO. FOOTING. LAP VERT REINFORCING , � L[4 � � � .. \ v, t, { 25 IF STEMWALL IS GREATER ' �..w- THAN 3 COURSES. a .� � r { ) .'.,, CONTINUOUS CONCRETE FOOTING' CONT. CONCRETE 'FOOTING f' .. t T 51.01 STEMWALL, SEE 1 » » \ \ 3 CLEAR 8"d x 16"w CONT ` Q 1 STORY; w/{2)#5 ` w . J 10"x20" 10, d x 20„ w 2—STORY, w/(3)#4 OR {2)#5 CONT. v ' w/ 2—#5 CONT. r� FOOTING SHOWER STEMWALL FOOTING 2 OO NG / S O ER RECESS 3 GARAGE STEM WALL S1.01 IF REQUIRED S1.01 IF REQUIRED S1.01 SCALE; 3/4 — 1 —0 ( ) { ) SLAB- ON GRADE ` 1 DEEP SAWCUT w/ , SEE PLAN ELASTOMERIC SEALANT TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1 5 CONTINUOUS, PROVIDE ( )# U NOTES. CORNER BARS( TYPICAL) 1) PROVIDE SAWCUTS TO CREATE ' STEP SEE » APPROXIMATE 12 X 12 MAX. SQ. 12 HOOK INTO SLAB. .. 2) SAWCUT CONE. SLA WITHIN 4 TO ARCH. 12 HOURS OF CONC. PLACEMENT•" 4MAX.){ EQUAL TO SLAB. TYPICAL WALL. FRAMING THICKNESS. AND ANCHORA E PER ON GRADE 5 SAW CUT DETAIL 7B SLAB RECESS CONSTRUCTION SPECS. SLAB , SEE PLAN. x �-oBRICK VENEER IS . _ WALL FRAMING ACCEPTABLE WITHOUT SLAB ON INCREASE OF FOOTING . _ 4' ,� _�:�___._ GRADE WALL FRAMING SIZE. SEE PLAN. 8„ CMU STEM WALL W/ STEP, SEE z„ X Op , _ SLAB ON I ._ 4 VERTICAL DOWELS C� 24 O.C. _. , # / ARCH. PLAN SLAB ON "__. 90° BEND INTO FTG. GRADE— �a� _ _ r. `y SLAB ON -� a GRADE, o o 1 SEE PLAN; a - N.d- 90* — \ ✓`�; ., d ~. . _ GRADE' _ SEE PLAN. k '-.. o %r\ 4� `\ A T. 'FOOTING AT F SEE PLAN. , o /\ B ILDERS DISCRETION. .x • b. a. i v / tqy CONTINUOUS CONCRETE--,""e � � . #3 @ 48” C.C. OR FOOTINGZ', `.r'\'� ` ROD CHAIR TYP. OPTIONAL 3" ( ) 3" CLEAR 8' x16' 1— STORY w/(2)#5 CONT. ; 4 2 FLAIR » .,8»x16" — 12" w/(2)#5 CON . �, ,, w 8"x20" 1 STORY,.. w�{2)#5 CONT. 10%20" 2 -STORY, w/(2)#5 CONT. v 8 x2.0 » 2—STORY,. w/(2)#5 CONT. w/ 2-#5 CONT. ^ r� - MONOLITHI E 4 STEMWALL AT GARAGE 6 BEARING T INTERIOR � !MONO. FOOTING AT STEP DOWN 8 C DGE FOOTING 1.01 SCALE: 3/4" = 1,_0„ �-o 51.01S1.01 PAVER BY BOND BEAM. w/1—#5 OTHERS <c = , e4- 8" MASONRY STEM WALL w/ °. o `� 1-4 Ca? 48" O.C. GRADE OR CONC. cv SLAB, SEE PLAN. _..` - t ,f. 1 r Y- TYPICAL WALL FRAMING 41 ANO ANCHORAGE PER CONSTRUCTION SPECS. x S I„ SEE SLAB 1—#5f CONT., PROVIDE 12 THICK x 20 WIDE w/ (2)#5 CONT. TYPICAL WALL FRAMING RECESS DETAIL CORCER BARSTYP. AND ANCHORAGE PER ( ) PORCH STEM WALL r9 CONSTRUCTION SPECS. TYPICAL ONO— SEE PRCH PLAN FOOTING NOTES, , �-o SEE ARCH �-� SLAB ON � o SEE DETAIL 8 f S1:`01. GRADE, SEE PLAN.- SLAB LAN. tJ SLAB ON/\fes\ MATCH DOOR 3 4 RECESS GRADE H SEE ARCH. WITH, SLAB ON SEE PLAN. •, � . CONCRETE STAND—OFF PAD TO `a, I � / - � MATCH ARCHITECTURAL COLUMN WOOD POST GRADE, ,, /"ry b \ z PER PLAN. SHOWER PAN SLOPES TO DRAIN SEE A CH SEE PLAN. / _ � DIMS. FOR BOX COL. w/#3 b \ , 1 SLAB ON �Jj \ \T 4 MI . S A THICK } . l ., � w HAIRPINS AT EA. CO NER 8c 3 . ANCHORAGE PLAN. MAIN AIN N L B N S. PAVING BY \ \� # GRADE— //\ \ w ALT. FOOTING AT \ \ , CLOSED IE AT TOP /.TYPICAL ER CONST. SPECS. BUILDER t, . . N cn „ ,ti \ j•. � � '� ,, \. r �., / f , . ,� SEE .PLAN 12"x12 1 5 CONT. BUILDERS DISCRETION. h E.J.DETAIL 10B #� T/PAD = HOUSE PAVERS BY �\. as OTHERS MATERIAL \ FINISH FLOOR /J SLAB ON GRADE, kN ti SEE PLAN. 3—#4 HOOKED VERTICALS 8 O.C. 3 k� . ti STEMWALL & FOOTING, t,.:�, ��-, ,,. � 8" ISOLATED FOOTING, REIFORCING, CONCRETE FOOTING SEE 1 /S1.01 3 MIN THICKENED EDGE >, w 1—#5 CONT. s x8 DETAIL 10A SEE PLAN SEE'SCHEDULE. (SEE PLAN) LATE TI UNDER MONO ITHIC EDGE AT X L a THICKENED SLAB 1 � ISOLATED FOOTING U 12 PA BO COLUMNS 13 STEM WALL GARAGE STEP,- w/ SHOWER _ „ SCALE: N.T.S. �01 �-O �-o SCALE; 3/4, — 1 —0 51.01. i I i =FIELDI ALTERATION CONTRACTOR SHALL CONTACT L PONTIGO� ASSOCIATES PRIOR T MAKING: NY STRUCTURAL_FIELI MODIFICATIONS WHICH MAY VAP FROM THE INTENT OF THE ORIGIN CONSTRUCTION DOCUMENTS. At, FIELD ALTERNATIONS MADE PRIOR BEING APPRpVED BY LOU PONTIGI ASSOCI TE5 MAY RESULT IN ADDITIONAL ENGINEEFJNG OR IN PECTION FEES. Io 61 a � �,$ AT OF ®$ 9 $ ., 9 . a5Q I+uP 9 kb- Christopher J S a b o u r i n PE FL PE#71461 I i =FIELDI ALTERATION CONTRACTOR SHALL CONTACT L PONTIGO� ASSOCIATES PRIOR T MAKING: NY STRUCTURAL_FIELI MODIFICATIONS WHICH MAY VAP FROM THE INTENT OF THE ORIGIN CONSTRUCTION DOCUMENTS. At, FIELD ALTERNATIONS MADE PRIOR BEING APPRpVED BY LOU PONTIGI ASSOCI TE5 MAY RESULT IN ADDITIONAL ENGINEEFJNG OR IN PECTION FEES. I SYMBOLSLEGEND I _ DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS @ v... 3" O.C. EDGE & 6" O.C. "IN THE FIELD' DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou ontigo and, -__- BEAM OR TRUSS, SEE PLAN Ass crates, Inc. ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 3A" Ph. 242 -A307 DIAMETER FULL HEIGHT 090$ Fax. 241-9557 THREADED ROD SEE DETAIL 12 SO.1 I FL. CA # 344 SC. CA# 3579 I I 5/8" I X5 % A307 DIAMETER FULL HEIGHT `5 THREADED ROD, SEE- DETAIL 12/SO.1 oats®ar'' �.ttl t1 /e 3 +' :�.. ... S A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE SEE.. DETAIL 12 S0.1 5/" aA307 DIAMETER THREADED m . • 7. (95 ROD TERMINATES AT FIRST FLOOR � �� � a' a TOP PLATE, .SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 15/S0.1 SIMPSON DTT2Z SEE DETAIL 15 SO.1 �r.atat�etastiasseaas 2 2x6 POST DIRECTLY Chnsto p h r j Sabourin PE POST DIRECTLY .(2)2x6 BELOW POST ABOVE. SIMPSON Lrr20B EE DETAIL 5/50.1 s rA i F Ll P£ # 714 61 BELOW POST ABOVE.� I PROVIDE SOLID BLOCKING , LID BL PROVIDE SO BLOCKING Y 2 WITHIN FLOOR SYSTEM, 2x6. 2x6. 2 ( ) ( } WALL STUD SCHEDULE REVI IONS DATE WITHIN FLOOR SYSTEM. SPF 2. SPF#2 -I---- - (2)2x8-1 1 //2 2x8 1 1 (2)2x6-1 1 / l / / PLATE STUD SIZE POST..POST. LocarrON � (2 2x12 --- & SPACING ` \ )_ _._ HEIGHT G -- - SEE DETAIL TA I L :. s 1 2x4 SPF#2 U �- 1 50.2. 16 O.C. � 1 / EXTERIOR # MAX r L I EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX. 22x4 SPF#2 ®12° O.C. # X ( NN w I J EXTERIOR o , ., TO 2 x6 SPF#2 2 @ 16„ O.C. 14 0 - - Q „ 10 -0 II INTERIOR- MAX 2# .x4 SPF#2 O 16„ I N 12'-0" 2x6 SPF#2 @ 16" O.C.or INTERIOR - N I 1 N MAx 2z4 sPF 2 @ 12 o.c. FIELD I ALTERATION N 0 I .gyp NOBS: CONTRACTOR R SHALL CONTACT LOU cc7 I ` I c t . X I N `-- � I PONTIGO AS50CIA'rESP1210RT0 1. , N X - FASTEN TOP OF WALL ( ) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD .�) M I STRAP HEADER EA. MODIFICA IONS WHICH MAY VARY .. N I � w I 2. MINIMUM STUD FROM THE INTENT OF THE ORIGINAL <� ( PER DETAILrJE SO.1. W ; ) D SIZE AND SPACING ARE SHOWN. M I END w MSTA24 I / v / W ( CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS. ANY (n I I � ' I� O m D N ARCHITECTURAL REQUIREMENTS, FIELD ALTER NATIONS MADE PRIOR TO -I I BEING APPA DVED BY LOU PONTIGO & � I W N A SSOCI TES MAY RESULT IN ( 3. SPF DENOTES SPRUC P I 2 2 x 6 I E INE FIR.. SYP DENOTES SOUTHERN ( ) DDITtO ALE GI _ P7 = I YELLOW PINE.. N NEERING OR ( • • I SPF#2 II � � N IN�F'ECTION FEES. w U) w I I F- I X 4. USE SYP 2 FOR ALL TOP PLATES AND SHEATH WALL CONT. ) # A SOLE PLATES. n POST: cn Q c� N ¢ w -- w cn ¢, 1 7 t THRU LOW 'ROOF TO Z r7 5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS (Z Lo TO CONCRETE SLAB w i6d MASONRY CUT NAILS � CL / 16 O.C. ; .OSB WALL. � WALL ABOVE. OVERLAP ¢ [ k o MINIMUM. SEE 3 SOA FOR ADDITIONAL RS AT T O FLOOR CL L ANCHO A l „ I SHEATH CON / , ti o Ir (' � CL D_ SHEATHING. FLOOR SYSTEM 2 SHEAR WALLS I M 1 v _N �0 ALL DECK.: FAS FASTEN 0 I. I l MIN. SIMILAR TO 1 SO.1 I- co I / (3)2x4 I TRUSS MEMBER W/ 8d `� �; x ¢ I COMBINED USE PANEL NOTES I I I SPF#2 COMMON @ 3O.C. DO cX N z� U LD III to N: c� I -1 co I . NOT BREAK SHEATHING �. W 1. EXTERIOR WALL SHEATHING SHALL BE II I POST; \ > CONTINUOUS I I-211-.11-1--l-_�� vr� w I OUS FROM BOTTOM PLATE TO UPPER MOST „�,AT DOUBLE TO PLATE I d- o TRELLIS BY „! (n m TOP PLATE. SEE DETAIL 1 SO'.1 FOR SHEATHING V J II; , ,• I h J I I / I I ^ BUILDER SPLICE LOCATIONS FOR 'MULTI STORY CONDITIONS d N 11 I J J W ( I ¢ (2)2x6 L w � I - a_ N I i 1- ¢ 2. SEE SHEET 50.0 FOR WALL SHEATHING 0 SPF#2 W cn # V 1 . _ SPECIFICATIONS. o � a _ �: z � POST. I , ;. I m _ I I - cn N I I_ -I \ _ _ 3. UPPER MOST TOP _ ¢ I ,; , SEE DETAIL PLATE SUPPORTING ROOF rl I; _ I X _:,.Uj L. _ - �� __ _�_ _I MEMBERS SHALL BE STRAPPED AS SHOWN IN 2 2x1 Q, G 1 I_ - J / DETAIL 1 SO.0 o - O / (2)2x6 / W r C� _ W .� LL _e, 1 SPF#2 I------- I # SEE 3 �jO,1 FOR BEAM 4. INSTALL SOLE PLATE ANCHORS PER DETAIL U I �v POST. 3/SO.o STRAP HEADER EA.._ __ CONN. 'TYPICAL N W I (TYPICAL) vI N X � END w/ (2)MSTA24 o I OPEN TO I 1 � GENERAL NOTES I _ I . ABOVE XN N N 1. SEE DETAIL 2.0.0 FOR R WALL: FRAMING DETAIL. E w I A sE �, I ALL STUD SCHEDULE THIS FOR STUD a - B ABOVE BEAM FB01 BO E SIZES AND PACING. ` S AT GIRDERS AND BEAMS. i w . GIRDER i , �` PROVIDE STUDS BELOW TO MATCH' BEAM/GIRDER I W 2 2x6 L� ----------- FG03 ABOVE PLIES. ( ) Z 2x12 2 2x8 - - - SYP I I SPF#2 m 6x6 P.T. #2 POST --� SPF#2 ¢ 2. SEE SHEET S0,0 FOR ROOF AND FLOOR m t� 1 6x6 P.T. SYP#2 POST # 2 2x8 w /ABU66. SEE DETAIL W POST. ( ) SHEATHING SPECIFICATIONS. ; w/ABU66. SEE DETAIL POST. NF SPF#2 _ 2 SO.1. TYPICAL 2 SO.1. TYPICAL m I POST. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE j - W PLIES BEAMS HEADER AND STUDS FASTEN PLIES ! TOGETHER PER DETAIL 6 SO.O1 n tp N ¢ N � , w I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL EE I Cp x N I 3/SO.0 TRELLIS BY 0 Ln in X STRAP HEADER EA; r! I N BUILDER 5. AT SHEARWALLS, PROVIDE DIAPHRAGM z CNIMATTACHMENT PER DETAIL 5/SO.1 END w/ MSTA24 00 I �/ N N I 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT W N TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2 SO.1 FOR FRAMING Q \ I AND HOLD DOWNS o � R I a ' O > (2)2x12 Q � - - - - CS18 STRAPPING DETAIL 3 2x6 ( ) , I 2 2x8 1 2 2 2x6 POST .DIRECTLY -/ 6x6 P.T. SYP#2 POST „ / ( } CS18 STRAP W/ 10 0.1 FOR BEAM H SPF#2 SEE 3/S BELOW POST ABOVE. w/ABU66. SEE DETAIL ENS LENGTH. FASTEN -POST. CONN. (TYPICAL) PROVIDE SOLID BLOCKING I' THIS END w/ s-1od. ( ) 2/S0.1. (TYPICAL).. Ii WITHIN FLOOR SYSTEM. IIi WALL FRAMING I• w i�. O W --- --- Ill FIRS FLOOR NO NAILS I REQUIRED 1 EQ ED I FLOOR IN CLEAR SPAN TRUSSES ,I FRAMING " OR JOIST. 1 WALL FRAMING-/ul I.,.I iE PLAN • III o J SHEARWALL NOTE: SW. 3/6 e CS "STRAP w/ 10" SW: /6 DESIGNATES SHEARWALL END LENGTH. FASTEN t� ,� THIS END w/ 9-10d. NAILI 8d @ 3t EDGE AND 6 "FIELD" ' DONOT SCALE DIMENSIONS FROM THESE DRA INGS. IF A DIMENSION IS UNCL AR REFER TO THE ARCHITECTURAL DRAWINGS OR SOLE PLATE ANCHORS - SEE SCHEDULE ON CO TACT THE E E.O.R. OND TAIL 3/SO.0 FIRST FLOOR FRAMING PLAN PLAN NAME ­A1 ­ A IA$$ r TERR NO - COASTAL SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEA WALLS 24" O.C. (SW d@3" /6") SOLE PLT 0 # WHEN NOTED ON PLAN SEE NOTE 2 DESIGN/DRAWN/CHECKED CS KM /LAP DATE 01.22.18 SCALE S NOTED LPA No: TO L-18-00100 C NTROL No. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/!;0.0 i 4365. SHEET 2. AN HOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT Q 36" = 3611 ON CENTER SPACING 1,1 SHE T 6 OF 9 I I SYMBOLS LEGEND I A TS16 DESIGNATES UPLIFT CONNECTION,, FRAMING N ' NOTES: 1_: FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. ,L , , -• 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN:. MIN.1 SDWC CONNECTOR. 3. , FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO t 4. MEN USING (2)H2.5T CLIPS ON IV," WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. a , Lou Pontigo and TRUSSAssociates. Inc. FASTENING DETAILS 420 Osceola a A venue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 344 S . � C. CA# 3579 00 . ®® ma .�,*a' yg+g-q@ ma' ;�RwP Rrw B`�, A,•p:9,R Pa, l6 .. ay+ 0. H •+•I R1s .,q,`� b N fid. hoC°'.n ". .�.mac°' : h3. @'@`' N STU DIRECTLY ,, �. BEL W TRUSS TOP PLATE TO SDWC15600 STUD UD SDWC15600 _ Christo h r p ) Sa bourin PE sIM. RAFTER TAILS, I FLL['E#71461 2 8 SEE DETAIL I Sol SO.2 T USS TIE DOWN WITH SIMPSON SDWC 1 /_ 8/SO.2 (TYP.) HTS16 REVISIONS DATE SO.1 2 HTS16 2 w F05 _ -; - T01 Rafter to Top Plate shown Truss to Top Plate similar - f r. o 0 0 0 0 0 0 0 o 0 0 0 0 0 0 LL 0 tlmal 2 ` r F- � F- f- I- F- I- 1- P 2Yz ,LL LL LL LL LL LL LL F04 / 30' I 1 / F04 .�.� I TRELLIS BY - I r /r I E BUILDER I FIELD ALTERATION CONTRACT R SHALL CONTACT LO F04 I QQ SHEATH WALL CONT. STU DIRECTLY PONTIGOBASSOCIATESPRIOR TO THRU EJO MAKING ANY STRUCTURAL FIELD BIL)W TRUSS ,I. rr, ✓ THRU. LOW ROOF TO .2ND ,:' � MOOIFICA IONS WHICH MAY VARY Y Max FROM THE TENT OF THE ORIGINAL LEVEL BOTTOM PLATE. • F04 I- CONSTRUCTION DOCUMENTS- ANY FIELD ALTERNATIONS , I MADE PRIOR TO , OSB BLOCKING PER EJO g BEING APPR VED BY LOU PONTIGO & SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN i / DETAIL 5E S0.1 ,'" i ,. _ � SO.2 ADDITIO AL ENGINEERING O SHEATH WALL CONT. / 2 HTS16 OR L STUD sowClSsoo R PORCH CEILING SHEATHING .. - �, _. ( ) - :, FO4 ._._. INSPECTION FEES. 1 THRU LOW ROOF TO 2ND 2 MSTA24 AT BOTTOM CHORD OF r r/:` , I ( ) EJO ` i , ,rl°= I Note. 1: Sloped -roof rafters may b LEVEL BOTTOM PLATE. _ p e sloped u to and including ,� ; Y P P 9 TRUSS SEE 2 S0.1. RAFTER TAILS / ,f :': f / � _ _ I , a 1212 itch and must be "birdsmouth" cut. Cl)coM F04 co n C0SEE DETAIL 2. Reference detail 4 for installation instructions. r EJO r _ u_ LL LL LL LL LL 1 8 SO.2 TYP. P S O DW . SHEATH WALL CONT. THRU S N SDWC INSTALLATION RANGE , LOWER ROOF TO 1 ST LEVEL BOTTOM PLATE ,, F04 Tom_ i T,13 f. r ffI _ I EJO V J , f THD46 . W f , OSB BLOCKING PER /'''� C] F THD46 ' DETAIL 5E S0:1 2 HTS16 �> 4 50.1 I SIM. ry LU x , ,r F03 �m f o I T01 `® THD46 NLL W F03 0 , ;/` , :,• %.' .. THD46 M 426 r ,�/, � 2 2x6 SYP 2 THD46 \ ) 7/ UPP LEVEL CONT. FRAME N Fos N N BLOCKING. FASTEN .. � FROM 1 ST L EL TOP PLATE , FR F03 = _ 1 EA. END w 4 10d e ,HTS 6 LE E'L TOP P N TO 2ND. LATE.. THQ46 00 TOE NAILS N STDNT R E`KN 0 DIRECTL F EE NOT WALL >- _ DO M w 4 / r` : L_ 1 I w BLOW TRUSS - 0 C:) n � _ _ _ � SY TEM ELEVATIO V /i, Fo3 LL LL C�? FLOOR N. H TS16 % I- - LL ~ ' SDWC15600 U J 2 HTS16 w F601 - THD26 2 ( ) otCL TT e. Reference detali 2a for. ins talfation an le Lmlt Uj O'. '� V) , Foe SHEATH WALL CONT. [ S24 o SDWC INSTALLATION j THRU LOW ROOF TO rz I T09 F- O GIRDER BELOW.`. F02 I - U7 O Y /1US24 r— J / -U � Rafter to To Plate shown C) rr P RECOMMENDED F02 T09 -- __ (Truss to To Plate similar 2 2x6 BLOCKING ,, \US24 g Q P ) ( ) , , 2x6 STRONG cn W f .. FASTEN EA. END w , , � �-50.2 / % ; � BACKS I i ///,. f Z o 410d TOE NAILS. /, / w Ln z SHEAT WALL CONT.V) T07 O STUD NOT DIRECTL �..1 THRU LOW ROOF TO 1 �2 / F02 Jusza �°� BELOW MM RECOMMENDED BEAM BELOW. - ELO TRUSS W _ I T06 1 RAFTER TAILS Foe 2x6 STRONG / H TS16 us2a H TS 16 Toy BACKS "= SEE DETAIL Do not install SDWC In � ,hatched area F02 I -� -� -� _ w w Lu O SDWC15600 ZZZZZ Fo TRELLIS BY `�-r' 1 (2)HTS16 „ Hb BUILDER �0,ehang1 1/2 MIN S0.1 2" MAX 2 8 S0.1 S0.2 SIM. SDWC INSTALLATION RANGE FLOOR AND F R0 T RUSS Products NOTES: STRAPPING NOTES PlotlD Length Product Plies Net Qty FB01 23-04-00 onCENTERO LVL 2.0E 1 3/4" x 20" 171302 A9-07-00 onCENTERO LVL 2.OE 1 3/4" x 20" 2 2 2 2 Roof Truss Connector List Manuf Product Qt NOTES: STRAPPING NOTES USP JUS24 9 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES Rafter or Truss PLACEMENT r" minimum edge 1. STRAP TRUSSESAND ROOF RAFTERS TO BEARING distance for full values (with or q LAN WITH 2-12D T NAILS 8c 1—SIMPSON SDWC15600 k without a plate Splice may be in upper or P Y PP SCREW UNLESS OTHERWISE NOTED splice) lower plate DO NOT SCALE DIMENSIONS FROM THESE DPA JNGS IF A DIMENSION IS D FLOOR WALL UNCLEAR REFER TO THE Y." from top plate ARCHITECTURAL DRAWINGS OR UDS. SET ON ffllCO TACT THE E.O.R. OUBLE TOP PLATE orulvaus STUD NOT DIRECT BELOW TRUSS PLAN NAME TERR NO - COASTAL DESIGN/DRAWN/CHECKED PRE-ENGINEERED Cs KM /LAF WOOD ROOF TRUSSES. DATE FLOOR AND ROO ' T' USS PLACEMENT BETWEEN EaGTRuss 01.22.18 R EN PLAN SDWC AT TOP PLATE SPLICE SCALE 1/4" = 1._0. SCALE 5 NOTED LPA No, TOLL -18-00100 CONTROL No. a 4365 SH DETAIL , EET S1.2 $1.2 SHEE T 7 OF 9 , „ SYMBOLS LEGEND - DESIGNATES SHEARWALL. THE HIDDEN; LINE DESIGNATES SIDE OF WALL THE { SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ j DESIGNATES 8d COMMONS @. 3 O.C. EDGE & 6,' O.C. "IN THE A FIELD„ DESIGNATES THE HEADER SIZE NUMBER�flOF PLY'S & JACK KING STUDS NE (2)2x8-1/2 FOR SUPPORT HEADER. NEEDED Lou llonti8o and -_- BEAM OR TRUSS, SEE PLAN Assc Gi a Te S, Inc. ANCHOR LEGEND 420 Osceola Avenue lax. Beach Florida 32250 Ph 242-0 � A307 DIAMETER .FULL HEIGHT 90$ Fax. 241-9557 THREADED READED ROD, SEE DETAIL 12/50:1 FL. CA # 344 SC.' CA# 3579. - 5 A307 DIAMETER FULL HEIGHT THREADED ROD SEE DETAIL 12 S0. " .. .. _ /e A307 DIAMETER THREADED. ROD TERMINATES AT FIRSTFLOOR w a TOP . s 0 PLA . TE SEE DETAIL 12 S0.1 a'°e ! 5/8 A307 -DIAMETER THREADED jV (95 , I, ROD TERMINATES AT FIRST FLOOR 61 � TOP PLATE S ' EE DETAIL 12/50.1 a �, ■ n E OFSIMPSON HTT5 SEE DETAIL 15/S0.1 •, �'� ^'�g��y{,`�" . o SIMPSON DTTZZ SEE DETAIL 15/50.1 se�:a�®as„emacs+3 Christoph,,er J Sabourin PE SIMPSON LTT208 SEE DETAIL 15/S0,1 F LI P E # 71 4 6 I I (2)2x6 SPF#2 (2)2x6 SPF#2 -POST. STRAP TO POST. STRAP TO SHEATH WALL CONT. WALL STUD SCHEDULE -REVIS 10NS DATE. BELOW w CS18. _ THRU LOW ROOF TO 2ND 2 2x6 1 1 / 2 2x6 1 1 2 2x8 1 1 BELOW w/ CS18. _ LEVEL BOTTOM PLATE. LOCATION PLATE sruD slzE HEIGHT &SPACING I EXTERIOR 2x4 SPF#2 ®16" O.C. od CS 00 00MAX ` % r - U) to (n cnEXTERLOR 10 -1 2x6 SPF#2 @ 16 O.C. or I U U U U r, MAX 2x4 SPF#2 @ 12" O.C. I i N14EXTERIOR 10'-1 TO „ CS18 O p '-0.. 2x6 SPF#2 @ 16 O.C. INTERIOR 10'-0" 2x4 SPF#2 @.16" O.C. O_ J MAX # N x J 12 -0 2x6 SPF#2 @ 16 O.C. or E) IN INTERIOR FIELD ALTERATION II j Q MAX 2x4 SPF#2 @ 12 O.C. w STUD NATES CONTRACTOR SHALL CONTACT LOU (0 1 I I PONTIGO ASSOCIATES PRIOR TO X t ! CS18- I 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING NY STRUCTURAL FIELD N I' I I Q M ODIFICA. IONS WHICH MAY VARY F 2. MINIMUM ROMTHE MENT FTHE. 1 A N STUD SIZE AND SPACING ARE SHOWN: O ORIGN L I ) CONTRACTOR MAY INCREASE STUD SIZE TO MEET caNSTRu ,TION DocuMENTs. ANY 1 I 1n ' ARCHITECTURAL FIELD ALTE NATIONS MADE PRIOR ?O i L_ --`• \ I RAL REQUIREMENTS. BEING: APPROVED VED BY pp LOU PONTIGO & CSI $ 3 ASSOCIkTES MAY RESULT IN >- .) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN C /� I I W ADDITIO L SHEATH WALL CONT. J YELLOW PINE. A ENGINEERING OR N I � I H Q IN6PECTION FEES, THRU LOW ROOF TO 2ND4. J ) USE SYP 2 # FOR ALL TOP PLATES AND SOLE PLATES. LEVEL BOTTOM PLATE. I ! I W a 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS - TO CONCRETE in SLAB w/16d MASONRY CUT NAILS @ 16 O.C. MINIMUM. SEE 3/ 50.0 FOR ADDITIONALANCHORS ORS AT SHEATH WALL CONT i I C/) F- SHEARWALLS . i CS18 THRU LOWER ROOF 7 Z N F•- O I I ( TO 1ST LEVEL cn o COMBINED USE PANEL NOTES (i� IIV BOTTOM PLATE LL j 13 (0 J 1. EXTERIOR WALL SHEATHING SHALL BE .L CS18 _ _ x Q F- CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST IIS ^ N I LTJ TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING LICE LOCATIONS FOR V J cD E' _ _ SP _ �I I I I- MULTI STORY CONDITIONS C14LI-I Z Uj 04 I I I ro I cn O 4x4 SYP 2 POST SET # 2. SEE SHEET S0.0 FOR WALL SHEATHINGUj ON WALL BELOW. SPECIFICATIONS. ,. 1 STRAP w 2 CS 8. __.-_ __ 3. UPPER M I / � ) OST TOP PLATE SUPPORTING ROOF � CS18 MEMBERS S HALL BE STRAPPED AS SHOWN IN �CS18 __ ! (n S DETAIL 1 S0.0 STRAP WALL TO TRUSS W 1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL BELOW PER DETAIL 11/S0.2 �7 l 1= 3/SO.0 OPEN TO x N GENERAL NOTES N CS18 @BOTTOM OF STUD BELOW - x i WHERE NOTED. SEE. DETAIL I I CNI H ATH WALL CONT. .... 1. SEE DETAIL 2 S 0.0 FOR WALL FRAMING DETAIL.0 Z AT BOTTOM RIGHT OF PAGE. THRU LOW ROOF TO SEE WALL STUD SCHEDULE THIS SHEET FOR STUD6x6 POST. STRAP SIZES AND SPACING, AT GIRDERS AND BEAMS, I, GIRDER BELOW. 1 TO POST BELOW PROVIDE STUDS BELOW TO MATCH BEAM GIRDER < Uj � N ��-CS18 -- ��----___`__ G (2)2x12 w 2 CS18 PLIES. �' ILL!o I ;1 _ / ( ) m in Ii; N � 2. SEE SHEET: S0:0 FOR ROOF AND FLOOR � N 11, G SHEATHING SPECIFICATIONS. O ( I I / SEE 3 S0.1 FOR BEAM:D CONN. (TYPICAL 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIESBEAMS HEADER AND STUDS T -1 Q x I I ) FASTEN PLIES 4< _J II O W TOGETHER PER DETAIL 6 50.0 w l ; I F- Inc STRAP WALL TO / C]o I` J 0 TRUSS BELOW PER 4. INSTALL SOLE PLATE ANCHORS PER DETAIL �� I; I J3U) LLj Q S0.0 w II I I I <t p\ DETAIL 7/S0,2. 3 /- � , CS18 __jrJ � L F- i; I w 5. AT SHEARWALLS, PROVIDE DIAPHRAGM m „ ATTACHMENT PER DETAIL 5 S0.1 G� I Q Q / w m CS18 Q w& FOR ATTACHMENT -0F EXTERIOR WALLS THAT W 1 LTJ In TERMINATE BETWEEN TRUSSES SEE 5A SO.1 2 2x6 SPF#2 m O # / x I POS TRAP T � I (V 7. AT PORCHES SEE DETAIL 2 S0.1 F0 0o T. S 0 00 00 0o r, R FRAMING cV AND HOLD DOWNS cn en cn C' _, STRAP WALL TO TBELOW w CS18. �RUSS S0 BELOW PER DETAIL / 2 _ _ --- -- -- CS18 STRAPPING DETAIL 2 2x6-1 1 2 2x6-1 1 2 2x12-2 2 `2x6-1 1 oN �) / O / (} /2 2 2x6 SPF#2 �) J ( ) # SHEATH WALL CONT. CS18 STRAP w 10" W OEND LENGTH. FASTEN STRAP HEADER POST. STRAP TO THRU LOW ROOF TO THIS END w/ 9-10d. m (n BELOW w/ CS18. BEAM BELOW. Om PER 7/S3.1 Z H WALL FRAMING-/ z Ld Q ~ r hS COND Q � II�NO NAILS REQUIRED. < w FLOOR I f IN CLEAR SPAN TRUSSES I 1 ILOOR x OR JOIST. a WALL FRAMING w c� FI V ZING z I' o J PLAN CS18 STRAP W/ 10' END LENGTH. FASTEN THIS END w/ 9-10d. DO NOT SCALE DIMENSIONS FROM THESE DRA INGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CON TACT THE E.OR- - SECOND FLOOR F MING PLAN PLAN NAME TERR NO - COASTAL SCALE: 1/4" 1'-0" DESIGN/' RAWN/CHECKED CS �/ KM LAP X DATE -01.22.18 SALE S NOTED LPA No, TOLL -18-00100 . CONTROL No. 4365 SHEET 1.3 SHEET 8 OF Q I i I I i I •.=par•-�v ^-, . :. � - ,I SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTE_. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET 50.0:- 2. FOR SPECIFIC UPLIFT CONNECTORS SE E PLAN. MIN. 1 SDWC CONNECTOR. n 3. '; F R GENERAL DESIGN SPECIfICA11ONS SEE SHEET' S0.0. 4.' HEN USING 2 H2.5T C , s. + ( ) LIPS ON 1 /2 - WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE; FROM EACH OTHER. .a,,.. Lou onti o and 3 ss cl t a es. Inc. TRUSS 420 �sceola AFASTENING DETAILS. Avenue t Jax. Belch, Florida 32250 Ph. 242-0908 Fax: 241-9557 FL: CA # 344 SC, CA4.3579 d °. iia All u S r ,0. 1 a K•• < ° < A P 0 ° ry rop�, ms ;a' N rq STU DIRECTLY ria« �gg�� YY . m .., na BEL TOP PLATE TO a W TRUSS SDWC15600 STUD SDWC15600 1: RAFTER TAILS, Christopher J Sabourin PE SEE DETAIL 8 FL P E# 714 61 (2)HTS16 $ SO2 TYP. 50.2 ( ) (/2 HTS16 T USS TIE DOWN WITH SIMPSON SDWC l ) REVI IONS DATE I — __ - - �_.ILL __ I - - ­ ___ - __ I _. Rafter to To Plate shown P CD r N to Truss to Top Plate similar 1 N M 14 0 M eq M M p l F- F- I I_ I_ N o 122 h Optimal ; 2 J p 2Y� I _ 10 Q. T27 30* 0 0 T28 Izo FIELD ALTERATION N. CONTRACT R SHALL CONTACT LOU DIRECTLY PonTIGo AssoaaTEs P T PRIOR O I BEL W TRUSS MAKING NY STRUCTURAL FlELD EJ06 I Y MOX MODIFICA IONS'WHICH MAY VARY tjUb FROM THE INTENT OF THE ORIGINAL CONSTR TION ON DOCUMENT S. ANY L13FIELD ALTERNATIONS MADE PRIOR TO ,,,. BEING APPRI)VED BY LOU PONTIGO a SDWC156OO TOP PLATE'TO ASSOCIATES MAY RESULT IN J06 8 STUD SDWC 15600 ADDITIOI',IAL ENGINEERING OR S0.2 INSPECTION FEES. Note: . SI - , _.1 aped roof .rafters may be sloped up to and Including < . .. RAFTER TAILS, j a 12.12 pitch and must be birdsmouth cut. J06 — ---EJ SEE DETAIL 1 2. Reference detail 4 for installation Instructions. I , ® 8 S0.2 TYP. 1 i ( ) h SI P 1 M SON SDWC INSTALLATION I RANGE EJ06• SIM. , i V EJ06 _ 8 S0:1 SO.2 I _ LL W 06 _ � 0 \ a pp \ �. a �4 _ p � m �a i1i C3 O J0 HTS 16 ®bmm N ^� J06 N N f _ _ I F - F- � o E 0 HTS 16 SIM. 1: W .._m 2 EJ06 I. S0.1 I Ll%M-7 AllS t - RAFTER TAILS J06 SEE DETAIL ST D n NOT DIRECTL EJO ,,,��� L.J. `F �f BLOW TRUSS HTS16 .8 S0.2 TYP. EJ06 '% HTS16 SDWC15600 r , ' W 11 Note: Reference detail 12a for installation atron an le limit b - TS16 — it s WC w m _J to EJO a INSTALLATION 8 PORCH CEILING SHEATHING I S0. 2 2 \-AT BOTTOM CHORD OF Rafter , to Top Plate shown EJ < C) S0.1 P on EJ06 SIM. TRUSS SEE S0.1. Truss t • 2� ( o Top Plate similar) � I i W EJ06I r O6 0ILn �: 8 Z EJ H TS16 ,� S00o 0.2 � T 1 S UD NOT DIRECTL 26 T2 � BELOW TRUSS RAFTER TAILS, T j 22 SEE DETAIL gi I T22 i 5 cv N 8/50.2 (TYP.) Do not install SDWC in 0 C:) hatched area livilly 1 11w w v O 0 SDWC15600 11/2' Overhang /2 MIN (2)HTS16 RAFTER TAILS, (/2 HTS16 8 l ) 2 MAX SEE DETAILJ T 8/S0.2 TYP. sa.2 ( ) SDWC INSTALLATION .RANGE r ROOFF TRUSS TRUSS ROOF RAFTER NOTES: STRAPPING NOTES Rafter or Truss PLACEMENT Y2*" minimum edge distance for full LAN 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING values (with or - Splice may be In upper or WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 without a plate lowerlate SCREW U LESS OTHERWISE NOTED splice) P DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE Y." from top plate r ARCHITECTURAL DRAWINGS OR Splice Offset GO TACT THE E.O.R. for full values STUD N=TRUSS ROOF T USS PLACEMENT PLAN __ BELOW PLAN NAME SCALE: _1/4" '-0" TERR NO - COASTAL DESIGN/ RAWN/CHECKED CS KM LAP .. DATE S WC AT TOP PLATE SPLICE 01.22.18 SCALE S NOTED LPA No. TOLL -18-00100 CONTROL No. 4365 SHEET SIA SHEET g OF 9 , RAFTER TADS, SEE DETAIL 8 SO.2 TY'. 8 SO.2 N O RAFTER TAILS, w SEE DETAIL 8 S0.2 TYP. J04 8 I 4 I '=EJ04 T37 a W i I I i I •.=par•-�v ^-, . :. � - ,I SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTE_. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET 50.0:- 2. FOR SPECIFIC UPLIFT CONNECTORS SE E PLAN. MIN. 1 SDWC CONNECTOR. n 3. '; F R GENERAL DESIGN SPECIfICA11ONS SEE SHEET' S0.0. 4.' HEN USING 2 H2.5T C , s. + ( ) LIPS ON 1 /2 - WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE; FROM EACH OTHER. .a,,.. Lou onti o and 3 ss cl t a es. Inc. TRUSS 420 �sceola AFASTENING DETAILS. Avenue t Jax. Belch, Florida 32250 Ph. 242-0908 Fax: 241-9557 FL: CA # 344 SC, CA4.3579 d °. iia All u S r ,0. 1 a K•• < ° < A P 0 ° ry rop�, ms ;a' N rq STU DIRECTLY ria« �gg�� YY . m .., na BEL TOP PLATE TO a W TRUSS SDWC15600 STUD SDWC15600 1: RAFTER TAILS, Christopher J Sabourin PE SEE DETAIL 8 FL P E# 714 61 (2)HTS16 $ SO2 TYP. 50.2 ( ) (/2 HTS16 T USS TIE DOWN WITH SIMPSON SDWC l ) REVI IONS DATE I — __ - - �_.ILL __ I - - ­ ___ - __ I _. Rafter to To Plate shown P CD r N to Truss to Top Plate similar 1 N M 14 0 M eq M M p l F- F- I I_ I_ N o 122 h Optimal ; 2 J p 2Y� I _ 10 Q. T27 30* 0 0 T28 Izo FIELD ALTERATION N. CONTRACT R SHALL CONTACT LOU DIRECTLY PonTIGo AssoaaTEs P T PRIOR O I BEL W TRUSS MAKING NY STRUCTURAL FlELD EJ06 I Y MOX MODIFICA IONS'WHICH MAY VARY tjUb FROM THE INTENT OF THE ORIGINAL CONSTR TION ON DOCUMENT S. ANY L13FIELD ALTERNATIONS MADE PRIOR TO ,,,. BEING APPRI)VED BY LOU PONTIGO a SDWC156OO TOP PLATE'TO ASSOCIATES MAY RESULT IN J06 8 STUD SDWC 15600 ADDITIOI',IAL ENGINEERING OR S0.2 INSPECTION FEES. Note: . SI - , _.1 aped roof .rafters may be sloped up to and Including < . .. RAFTER TAILS, j a 12.12 pitch and must be birdsmouth cut. J06 — ---EJ SEE DETAIL 1 2. Reference detail 4 for installation Instructions. I , ® 8 S0.2 TYP. 1 i ( ) h SI P 1 M SON SDWC INSTALLATION I RANGE EJ06• SIM. , i V EJ06 _ 8 S0:1 SO.2 I _ LL W 06 _ � 0 \ a pp \ �. a �4 _ p � m �a i1i C3 O J0 HTS 16 ®bmm N ^� J06 N N f _ _ I F - F- � o E 0 HTS 16 SIM. 1: W .._m 2 EJ06 I. S0.1 I Ll%M-7 AllS t - RAFTER TAILS J06 SEE DETAIL ST D n NOT DIRECTL EJO ,,,��� L.J. `F �f BLOW TRUSS HTS16 .8 S0.2 TYP. EJ06 '% HTS16 SDWC15600 r , ' W 11 Note: Reference detail 12a for installation atron an le limit b - TS16 — it s WC w m _J to EJO a INSTALLATION 8 PORCH CEILING SHEATHING I S0. 2 2 \-AT BOTTOM CHORD OF Rafter , to Top Plate shown EJ < C) S0.1 P on EJ06 SIM. TRUSS SEE S0.1. Truss t • 2� ( o Top Plate similar) � I i W EJ06I r O6 0ILn �: 8 Z EJ H TS16 ,� S00o 0.2 � T 1 S UD NOT DIRECTL 26 T2 � BELOW TRUSS RAFTER TAILS, T j 22 SEE DETAIL gi I T22 i 5 cv N 8/50.2 (TYP.) Do not install SDWC in 0 C:) hatched area livilly 1 11w w v O 0 SDWC15600 11/2' Overhang /2 MIN (2)HTS16 RAFTER TAILS, (/2 HTS16 8 l ) 2 MAX SEE DETAILJ T 8/S0.2 TYP. sa.2 ( ) SDWC INSTALLATION .RANGE r ROOFF TRUSS TRUSS ROOF RAFTER NOTES: STRAPPING NOTES Rafter or Truss PLACEMENT Y2*" minimum edge distance for full LAN 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING values (with or - Splice may be In upper or WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 without a plate lowerlate SCREW U LESS OTHERWISE NOTED splice) P DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE Y." from top plate r ARCHITECTURAL DRAWINGS OR Splice Offset GO TACT THE E.O.R. for full values STUD N=TRUSS ROOF T USS PLACEMENT PLAN __ BELOW PLAN NAME SCALE: _1/4" '-0" TERR NO - COASTAL DESIGN/ RAWN/CHECKED CS KM LAP .. DATE S WC AT TOP PLATE SPLICE 01.22.18 SCALE S NOTED LPA No. TOLL -18-00100 CONTROL No. 4365 SHEET SIA SHEET g OF 9 ,