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1764 MARITIMEOAK DR - ENG. DRAWINGS I � � . I � . . I DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAI= TYPICAL DQUME WINDOW SILL SCHEDULE - - -m . I 0.13IX3" TOE NAILS - TYPICAL TOP PLATE NAILING: PLATE SPLIM UPLIFT TYPICAL STUD NAILIRQ 2XIS, 2x8 = (5) NAILS - 4'-Om MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END � DESIGN CODE: COMPONENTS & CLADDING CONNECTOR FASTENERS FL# CODE 2x10, 202 = (7) NAILS - FASTEN ALL TOP PLATES wl (16) 0.131x37 NAILS OPENING OR SILL PLATES FASTENER EAOi END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF)I SYP SPF ' 0.1310" END NAILS: 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS FVENLY SPACED 4 4�-4" (1)2x4 SPF #2 (4)12d TOE NAILS � DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR +16.3 � (2) 0 2x4, 1 14* LVL. 16* LVL = (9) NAILS OF .1 31 x3 0 12" O.C. STAG - 4 V-4" (2)2x4 SPF #2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. I - GARAGE 450 450 (9)1 0&11/2" (3) 0 2x6, . AREA (sf) ZONE (PSF) ap = 4'-6'p DOOR -17.9 USP RT7 585 495 (5)8d EA. END 1 (4) 0 2x8. - I SYP#2 4 V-4- (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS- , DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (B'x7') _ SYP#2 DBL. -HEADER 4'-O'[MIN. 4 12'-O- (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS I ROOF FLOOR 2 CAR USP RT8A 775 650 (5)10dxl'/2" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, i6"MAX. TOP PLATE. 11 PER PLAN. - --- ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 ' GARAGE +15.5 USP MTW1 2 1195 860 (7)10dx11/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. � I F � � � -r-r 'I,- , Lou Pontigo and I I I 9F I I 111111 III TOP CHORD LIVE LOAD 20 psf 40 psf I DOOR -17.0 USP HTW20 1450 1245 (12)10dx1l/2m EA. END ALL WALL STUDS.. I I 1 1 . 1 1 1 1 1 1 TOP CH 100 +15.5 -17.0 +15.5 -19.0 I (1 6'x7l) I - - I.-I : 7 psf (ARCH SHINGLES) 10 P8f I I I I J * * :----I , I 1640 1455 (9)1 Od EA. END 2. USE SYP#2 FOR ALL TOP RAISED i 20 psf (TILE SHING . -\ :::I HEADER I �: i BOTTOM CHORD LIVE LOAD 10 psf 0 p5f 0 ALLOWABLE WIND PRESSURE VALUES (ASD). THE 2065 2065 (13)10d EA. END TES. REQUIRED IF SHEARWALL. � ARCHED TRANSOM oP,nONm 420 Osceola Avenue 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED By - --[- , 1: 2x SPF DIAGONAL BLOCKING jax. Beach, Florida 32250 S DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 1105 3. U ----I ---I r-- FASTENED wl 3-0.131*x3m DEFLECTION CRITERIA: SHALL BE PERMITTED I I ma I I "', I I .0 r_:: EA. END TYPICAL. Ph. 242-0908 Fax.241-9557 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1 Od TO HEADER I I HEADER ,.-'-SHEATHING MAY EXTEND 2" FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/e"O ROD TO FTG. 1IlL-------- I -r � \\----- - F L:CA#8344 SO CA#3579 4. ALL WALLS SHALL BE I it I I 11- I . ATTACHMENTS MUST 'I I ARCHED 0.75* MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/8*0 ROD TO FTG. BALLOON FRAMED FULL I I I I . SYP#2HEADER. I HEIGHT TO ROOF OR� FLOOR L-- - ----J PER PLANS. ANCHOR INTO 2x MATERIAL. WIND LOADING: 0 LINEAR INTERPOLATION IS PERMISSIBLE. 2535 54 no ROD w/ (1 2)16d I I BEARING ELEVATION. U.O.N. ON FASTEN LOWER STUD OPTION �.l.11l,,,,,,,,,,,, l,,,,,,,,,,,,llll,o� ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A TO TALLER STUD w/ SEE RIGHT. ......�... �� MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF - 2535 54"o ROD w/ (1 2)16d - PLAN. BRACING BY OTHER, 2-ROWS OF 10d COMS KING STUDS, ..........."afth BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 MINUS = SUCTION. 0 12* O.C. �'-� WINDOW SILL SEE SEE PLAN. VASH 4 &"I' , 1455 �5)1/4:'x2-1/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF ,sll1..",&" ",��, OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR MNING4�,TO THE WALL FRAMING IS THE I 1-11 tl�I r�',". I �11-1d,� 111 7 1 / �%%' ,% ,W--E 0* �&, ,.-,� LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED * DESIGN OF WINDOWS/DOORSt,,FAST '�� '"'"'" "' - INTERIOR 'LOAD"BEARING"'" -7 �" FULL HEIGHT ANCHOR % CD 0 3 RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND AT TWO STORY CONDITIONS, 7- ,,,:,- V1* 04. BY 0.75 WHEN COMBINED wl DEAD LOAD. 0 - THE ABOVE NOTED POSITIVE AND NEGATIVF PRESSURES. SIMPSON CONN ECTOF;6 w/lOd MASONRY CUT NAILS 0 \-TYPICALLY %" FULL PLATE UAUh&- WINDOW SILL SEE PROVIDE SOLID BLOCKING .4�'�* 0 --- 130 MPH EACH END. Q ,,* 0 BASIC WIND SPEED (ASCE 7-10) 1 48" O.C. MINIMUM. SEE � HEIGHT THREADED WITHIN FLOOR SYSTEM AT ALL a No. % a ,,L a 4, UPLIFT FOUNDATION PLAN ADDITIONAI�l . RODS 0 6'-O" O.C. 0.1310" TOE NAILS: UPPER LEVEL POSTS & JACK a : 0. IMPORTANCE FACTOR --------------- 1.00 -- a FNSTENERS FL# CODE .ANCHORS AT SHEARWALLS (3) 0 2x4, ISTUDS. 1 * : . : * MEAN ROOF HEIGHT ---------------- 25.0 FT I I a SYP SPF (4) 0 2x6, I 0. : I I � � I I. I .1 � I . % - ;. � I .: i I " S 4:1) : I A35 450 450 : -1 24dxf i: ,C, I i 1�1 � �i I i . . 1 (5) 0 2x8. SDWC15600 SCREW "CI,%. S ------------------- 5/12 1 y2t �, . I - 6: ,: �, ! I I I I . � ROOF PITCH :�, :1 � I .: 11 1� !� 10 144". 1.4 1 "� ` ,;. I I I - #0 � , .�.- - . j I I. . - � !� I �I I : � I i.. I - I � BLOCKING ONLY REQUIRED SEE 8/SO.O. . BUILDING CATEGORY ---------------- 11 to I -1 : � I I .- 'P, *0 A, .-�,ig l� H2.5T 600 520 , 5-8d EA. END I : 11478. � PT. SPF#2 I L�6-. 4 1 ;1 -\ , f , , --- B ?k a 40 DENOTES EDGE STRIP. 3: INTIEF G WALL, AT SHEARWALLS AND * .0 . 1! I I I -ty 41,11496,0806060 EXPOSURE CATEGORY ------------ I � I STUCCO FINISH. // -., 4. 1 - . H8 620 530 1 5-10dx111/,m EA. END, 11470.3 . I� � SEE PLAN FOR STUD SIZE I I I -ze, 43. ,-, ENCLOSURE CLASSIFICATION ---ENCLOSED I t I I ;PACING. lill - �& �l I I . I I I� A -& I I -& I�l, I A � - I'll ... I I ; ABOVE FOR a' DIMENSION � AND O.C. - #1 of % .. N I I I I 1000 � 1/," EA. END I ! ff --- ---- 11 I ` 11 : . I t .A 41.& -. . � I MTS1 2 860 i 7-10dxl . 10456.3 1 , I -!::; I'- * --- ± .18 I , I . WALL SHEATHING - .. I. , * . I . ,- .. , � . . - . � � - - - I 1 44 1 � . , . .,, ,4 ,., . . ..;�;=_ , INTERNAL PRESSURE COEFFICIENT ------- I .11 I - � 'i, ,!r ,-, ,.- 4 . . l," - . . 10 - . , .1"I I . �411* �. l. -� -7 i 1: -*,. *-.-. . � - I . l,,* , , ". . � I� ,. 4 ' . . . .. . " - ,w I % . � �� I Ill . . . , .'#' 4 A . Is ;& � , , 4 f I- I I - I �: - . I . a � , , I I . , . , , �. .0 I '�' , '. 4 ''I , , I I . . . . . , " - . I a I - I I 4, ,�. . !. '44� . , FOUNDATION. SEE PLAN -, , . - � ,I -1 *- - � A .. , .'14,'- - .;" . ... ... . � C h r i s t o p h e r j Sabourin PE - I I I I T i I . � . � -- d . :0 - .* , IT . . f : I � � � . .� I . . * , ,- , , , . I d . , . � . 1' - . . 41 I I I .. ..: 4 - IF - ..*. . � �11 . . 1. ,1. - . I . , 4.4 1 :- I 4.1.: . . .1 �', HTS20 1450 1245 : 24-10dx11/,m EA. ,END 13872.'3 i\-SEE DETAIL 1/SO.1 � 1� . .: ,,-,.'. '-.4 � .. � . : � .11.. � t., I �,- , � . I . .. I l. . V. 1.4 4 I .., . . I 0 1 . CON,nNUOU Ell OCKING I I - -1 1! I ., �i l I I . :;YSTEM FOR SPLICING !: , I* I " MSTA24 1765 1270 9-19d EA. END 1 ,. 1347Z 4 � WITHIN FLOOR a. C , ll ,: 4 1 , , �. . 4 . ; ' 16d COMMONS OPTIONS. 1 12' Ili FL P E#71461 . MATERIAL SPECIFICATIONS 7r 07f m . ; ! � , l I � I . I 1 2 -1� I i i . I i I I WHERE POST IS ABOVE. � I � .1 1. I 1111 . a MSTA36 2050 1870 13-10d EA. END � , , , 13872;8' 1 , 0 80 O.C. WALL FRAMING AT WALL FRAMING AT MAX. MIN \-SOLE PLATE ANCHOR& I FLOOR SHEATH NG r- -I I PLATE CHANGE COND11ION RAISED HEADER CONDITION --'* I -M HARDWARE AND ANCHORS: HTT4 34BO 3080 11496.2 8d 0 3* 5W FSEE SPECIFICA Oilh. \ I r�M4S K M DA N ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 01 L� 1-5/.mo ROD TO FTG. I I I BUILDER MAY CHOOSE EITHER THE DROPPED I ASTM A 307 OR ASTM F 1554 GRADE 36. i 32-16d TO TRUSS/BEAM --- . I I I HEADER CONDITION OR RAISED HEADER CONDITION.1 FILE COPY , WASHERS: SHALL BE IN ACCORDANCE WITH ASTMI A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 . 11496.2 I i I ND17ION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-3/s"O ROD TO FTG. I --- I I I TYPICAL WALL FRAMING METAL CONNECTORS- ALL METAL CONNECTORS MICH ARE EXPOSED TO � 6-10dTO HEADER I I 19; I I - EXTERIOR SHALL BE GALVANIZED. LUS28 930 780 4-10d TO JOIST 10655.1 13 1 1 T I I I RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE I 1E I - . FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I SOLE PLATE ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE I/." 14-16d TO HEADER --- -i ANCE READED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 6-16d 1*0 JOIST . 10531.36 L---- - --J "`I----- I 3x3xn* SLOTTED C&HOLD DOWN. MMEWED F0F1 COCIIE COMPLJ I - ORMING THE WORK OR FOR THE FAILURE FOR ANY OF I SYP#2 � CITy OF ATLANTIC BEACH (U.O.N.) I K IN ACCORDANCE WITH THE CONTRACT DBL. \,-SEE 5/SO.O. SEE 1/S0.1.-J/ . 2"-Nj WA ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/,"O ROD EPDXIED 6" MIN 10849.6 TOP PLATE. s S '/-'TO OUTSIDE BUTT JOINT-\ SEE PERMITS FOR ADDITIONAL \��...,O/ (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 -.5/8,170,R,0D_11EPDXIE1D ,6" MIN -11101849.61111, � .--L ,- �, I— �,,L I— I �, 1 2".,,-' 3x3xY4m SLOTTED S - I k A ENTS AND CONDITIONS eo""" --_ _ -I � - � . .,- I 11 . EPDXY- LIMITS OF STRUCTURAL ENGINEERIING�DEStGN RESPONSIBILI TIES: SET N/A N/A S.I,MP.SON EP�OXY-�TIE� 1150�6.4 1 BLOCKING ONLY REQUIRED_/ S - � / FIELD ALTERATM RONFORCING STEEL- SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING N X TO OUTSIDE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, . . . .- I STUCCO FINISH. SEE DETAIL 1/SO.1 S -A�� A / VATkLLZ;Lb CONTRACTOR SHALL CONTACT LOU �,lqTl�,d-j �T&B�AM - _�C�l , ( /POST , 11 WELDED VARE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING I PLAN MEW REVILM-D 13Y6. -- PONTIGO a ASSOCIATES PRIOFZ TO i�!,i/j�o 'Rb0r4Ti 60"I 0T GG',1 OPTIONS. " RAIED SlfVATHING, MAKING ANY STRUCTURAL FIELD LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED -1�0jbd.�--1 "I .I—- ...I I � . I .... 0 SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY - ELAS11C PRE-ENGINEERED WOOD FLOOR -AN I-R -TRUSSES, FLOOR FRAMING NOT - ED THE FOLLOWING DESIGN PROPERTIES I . 4D.I...-OOF LSTA12 805 695 13872.5 OC SHEATHING. li� FROM THE INTENT OF THE ORIGINAL MODULUS,(E)1,900ksi, BENDING STRESS (Fb) 2600psl SPECIFICALLY ADDRESSED, TRU,SS.�-40:4TRUSS CONNECTION, AND ANY . - � .1 I FULL HEIGHT r THREADED ROD PT. SYP#2-/ . . . . . . .. . . . . . . . . . . . . . .. CONSTRUCTION DOCUMENTS,ANY I 11 3-8d' /1,�-' " , MIN,, . .. ARCHITECTURAL, MECHANICAL OR CWC.MCAL SYSTEM. CS16 1705 1705 1" l i, I' 10052.11-'' , SHEATHING EPDXIED 4" OR Vx6" FIELD ALTERNATIONS MADE PRIOR TO -i �.�,, 1 - -I I I I � TO BE SIMPSON TITEN HD. SILL PLATE. EXAMPLE OF PANEL . . .. . . BEING APPROVED BY LOU POWIGO& � , � -I ; . i I - EDGE w/ BLOCKING .. ASSOCIATES MAY RESULT IN 'I''I��,, . I-— I.."1. .11 1.1.1. I .-.1 �I— � I .,::�, ,�:-1. � i � GENERAL NOTES Et - I 7NSTRUCTION SPECIFICATIONS . .,0 -,,,,. I r� �, c TO UPPER INTERIOR BEARING WH . . . .. . . ADDITIONAL ENGINEERING OR � , � ' , I .,� - ..� 1.1-11 � I I � GENERAL NOTES. INSPECTION FEES. I �1. . 1 , I . .. ...... ��1,1"; m . . . '.. .: ,�T, I I ---1. FOR STUD SIZE I I �� ;:I - il ll ( �,'.7 I .�,'7: I - -1 I I --1 -11 - - . .. , I : �11� t. � "1.1, I , i'�,� ;j�,1 t �,;,,,,� ( ,�,�i ,:, AND O.C. SPACING. FLOOR SHEATHING SPECIFICATIONS �,�'i)I"C:�.'� .el, , -1 I . I � I I I . ') . /1-% . . . .. . . . . . . . .. . . .- . I - I- ... � � - I ; : 1 . :'--�' -:1 11 1- . , . I , I - 1, I..L" I'll., . . . .... . . . . . . . . . .. . . � Z:"; ,�,,` : �jq WALL SHEATHING TO OOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6" O.C. EDGE & FIELD , I ,1� 1, I I (� 1--:�:Vi � i: �� I NAIL SPACING AT . k?)�;uc:�11,,�t�2 t A, �. 11 i) I I � . , ; . " 1- � I , I -.11- . -, I., - I I. .1 I . I I , � ,1. I I SOLE PLATE .. , � : ,�, J� I ROOF SHEATHING SPECIFICATION& ; I., t'l, �"i'�,' `�!�'�/� , , ,� :,�4�i � � � :, , ,! , . ! GES, . . . . . %� �- . tr";� � ; ; RAISE )fi7 FROM EXT. WALL SHEARWALLS WASH GENERALNOTES. I - 7 l '... 6- O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO �," %(�,,�YITHIN' 4-'-O- -6r ROOF 9DGE). . � 3", 1 ...1. - SEE,WAILS SEE DETAILS ANCHOR . /%% 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0-6,�O.C. EDGE & ,:: � .11' . � ,". 8d & . - 1: . BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE . . ;. . . . SHINGLE- MIN. I I I I I :-11 I i .1 . I � ,' .,:, I� , -.S 42* 24" 1 z 'I f , I EPDXY I ---,� ' ' llot -. t). : I , -N - 3x3xO.229" 4" 12 P0 ' . 0 0 . . . - I -)P rft� EOG - 'I 1. . . ,, BLL - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6- 0..C`�,ED � :. , . . � . I l 11 ,/� � --,-��,- -1 w/8d 0 3" D.C. EXAMPLE OF UNSUPPORTED I �'J�,��""r:j ;." '� � � I ,�I i -!,'' �', �-"( i F.- fix 1.01 ON S1.01 PLAN AND FASTEN . il!31E� I& 1;61!'� O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4n D.C. WITHIN 4" d -- , �- --I F---- . .. I 'N � � , ,�,1'' r -4- r- ��`H Y,.' ,�I%Af,;� 1. - I 3x3xO.229" 4" 2" 1�, , I , ,- i i : � f �, �,, 11", � '.�, ,�;I , 42" 24" (UNBLOCKED) PANEL EDGE--, . 1. � I 4 1 1 1 1 1 1 I - I . - i - 4ltL � I . . '.. I ' METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE-& 6" O.C. FIELD (AT GA13LE ENDS DECREASE EDGE NAIL SPACING TO 4!' O.C. WT�-�k � b!" QF-'-R6OF EDGE). I I�.. '�` ! � .� .'' .�', . . I I .. . 1. I 1-� - .4-1. . . U (D I ,l, �e !I' 'i , 1 1 ;� ! � l,: , �,:-, . ,4 . . - ..:,d #I . 7� ,,".,� 4:., . ,I)— � s , ; I . . (TYPICAL). - . . . � I I � . -.4 .� . � . . . . ....��, .. - . L- i.i.� . �I , : . . I I i f I .- I I- "- � 11 I , . ! 0 . A. . . j,1,� :1� :7"!� 'I, l '... �I- . I ": 4 : . , � , : ! � � I r �.:�',�:� �,�) �!� : I ,.- j X, , I .�.�-. . . � . . . . i I i � 1 , I - I I :#C�i I :1 I , WALL SHEATHING SPECIIFICATIONSl � . . i . i ; I I . , I I I I I I., � � .. "%�' ' ' '., .L . . - 2 I � ., ' ,-44,, - � i - I � � I T`TO'M,-PIL'A T-E��T 0 'U P P E R ;.�!.]L�"�'��!�! '-�:`, 'J."1::-I)'' � I � I NAILING TO INTERMEDIATE I - . � :. I � : I , , . - : 1 � I i , :.:"P., I NOTES: . .. < LA "i ' I , i Ilip i I I ��. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO FLEXIBLE FINIStli-MIN. 7/,.*, 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTEN ED'W P$ot 0 'V'O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULLHEIGHTFROM 60 TOP PLATE. I ., ,,, ,� I-, ''. � I , -11 I j -o - I - .1 - i �� , J: I . . . *--'14k4L� I I 1-1 -1- �I .11 �. -1 -!7 . L, - �' ::L I -J L-------i -". ROOF . � 11:�.� I I � � . - - --� r .. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WA4L 4 _ , BE 'CONSIDERED BRITTLE FINISH. 'Il I I , 101 :,.:�;l,-��,��:.J,; � i I , - L : REAKS AND KING STUDS. A . SUPPORT IS 6" D.C. MAX. Uj � STUCCO FINISH.-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL I SHEATHING. FASTENE- , dl`i�:6- O.C. EDGI� AND 6" O.C. FIELD. SHEATHING SHALLBE EXTEND FULLHEIGHTFROM BOTTOM,PLATt'�TO-UP 'ER TOP PLATE. I � I� 1. .r.; � . � ! (UON). TRUSSES, OR � .�� ., "I ,:!,:!�', �,i 4, I I , I�, 1:�j"I l �",* � ,;I . . ,� -T, �1. .11 1-1� . I .11 i , . 2. WASHERS SHALL BE SLOTTED. FLOOR JOISTS. 0 1 , i I � I . k MASONRY SPECIFICATIONS: I � S1N,QLf ,5 RY MULTY STORY , 0 � . AdrSlff"1-21%K��GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMOMf,OF,'26'DX* COMP . . I , ,�,Uj .-. '; EN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCOR, lil."i i I I .1 3. AS AN ALTERNATE TO THE 3"X3"XX" PLATE WASHER, A 3"'X3mX'/." 1, 11/j'.-,r'ROUND � . ,b":�I� � I I - � I: ,� ,. �� .: . I 9$ SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N mbRTAR MAY Bt USED -IN- �.,I I � � ! . - ,; "., 1z - Ll 1- I � BR-ICK ,VENEER. �! L `- - , -oj�ll E��: kl ;� 1 - . 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT ,'N' 8, . , j 1,1[- 1, -i- , " �", -- i'j�l - � I STEEL WASHER MAY BE USED. . - ""*`l""")I ji:, " � I . �', r P I. ROOF AND FLOOR SHEATHING NAILING . 11 -, I - ; � I - 7� SOLE r4 � ! ! l�, , I �,, , ," W' . ,`!Ii��N L SEC t*'7 ,; "A,-,i , , I'l I i �,),�-,�, I , '. )" ��,1111�'k �,N %�' ,I" i , CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION ,�, � ",-� , � , I ,r I I 1� , -- � I � ; . 11. t, 140, � L. I! L-'11�- I�,,�� i�, I �iv!� 'I , - TIONS PLATE ANCHOR DETAIL Et SCHEDULE . I I I , I � - I I � , � I - I 1�i�l 0 j��!jj, 1 � * . � .,"," �-�, . L.I 111. I .., ( I . . SCALE: 3/4* = V-0* SCALE: 3/4" = 1'-o" CONCRETE MASONRY UNITS (CMU)w � . i , I"' I 8 .0 I., ,", - U Uj , . ��1, ��;jL %! . C', ,�I ,,, � ,.�-�-o \Z-100/ CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1 4 psi (fm=1500 psi). GRO10T ALL CELLS CONTAINING VER�CAL I � ! .�.-I I� ,,:� ]", - I,, 4ORMAL WEIGHTj, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 � I - �, I � I , I . , 11�, ,� �I , � i , "' , , --- ' � It'' I li_ ; , I I . f-"� I i��, , �L,- , i-, j�-� 4!� �: ,, ";*i,4� ,l,�,�, REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF�COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-O". I -. I �; .11 . 6 !- �, - '' .,-,', ..., Z��-I.1 -I I I I .I �I .1. I I � 1*4��- . I. i - , ,- - ; I I z I . . � t I ' - --1 : MWAI I%to . . �-, I ADE 104 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RU , , STACK BOND SHALL 'NOT-�18E , I - 1 It ,I 11111111111111111 I y �.ALL CONCRETE MASONRY I I _C90E. E GR I, .1 - � - . I � .1 � . I -. 1/2" 11/2', WAS= 114IM0,00 al --.---- -M^U ,L,L E L I -0- T. SOLICES IN REINFQRCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR�WAI, S,�H�,�-, BE REINFORCED ULL,H, 19H ,, , I , ")I I - . -- OF 1 00 ' �, _ - USED. GROUT ALL CELLS CONTAINNO,` NFORCEMENT 617 3 '1� WFORCING�AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INS �LL' G"i;,0 ER-BARS,-MINIMUM I OF.�40'-'-PAR- I 4...LI.11;,1.!i IL I : '. "'�;. 1 (3) ROW , � - IIIIIIIIIIIIIIIIIIIII < - WITH - #4 0 4'-O- O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVVt�'COR*UtY OF,lRE N -- .�,, '' " - .i*1 F.i 5": :,� �1:. . ! NAILS 0,;81,�0.,C I - - - ) .::�i: I -, * I I , " ;) ,, : � ZONt J0,10`0EINFORCEMENT AT 16* O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL ,"Iw� - � -11.I . I - .11 IN, I 1. I i E COURSES. PROVIDE HORI I ,,E F,,rVIALL�bt f4CREASED.,AS i NOTtb-,0 - : . 2 PLY I. i I i:� ! - I i'�Ii �ll 0 1. : -� � 11 � . . 11 ,. 0 StAGGERED. a DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MOR 1� - \ om � l, ,'' , -, Qcl,1 � , ,� I .- BEAM. , [:�,()Y�11' ��"'! I A k 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". ; 11, . '.- 'i r !.I S,-":,, ,,- -4-�, ,-� --I -- (I 4 I I;-I .11 I - SIMPSON �� 0 1--" 2x4 BLOCKING . . 11.� . I � 1 !--------1 ""I"" I N 4" O.C. FASTEN �i", -,Ot-1'--��" j�-�t . � -1 " " I � �' 'I 1, i .,�-,;"), �� SDWC1 5600�N r\j I I , I ... 3 PLYBEAM. - 02 . . I :1 . �, l- �:�� ( I Nil �, � 0 0 � I . �--14-.-�'.' I . . '', �C-111�111 I,-(,�,.'I., I., 11 < Uj � CLAY MASONRY (BRICK)o !-! , I i"" , "' SEE ROOF, --. * - "':-! ,,, , � \�-2x4 MEMBERS* - V-1 I � ; , 'HOLLOW BRICK, RESPECTFULLY. , C �1, i:1,4�) ,,, ,� . I :4 L!' .-a-1 -- - 6 . TOENAILS 1 4.4'.�I,I E i Of, 8�19;4 7 I 11 BRICI( SHALL BE IN ACCORDANCE NTH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, &' I .., I 11 I ..-I.....1. .I.- FRAMINq,,,'.I - f ,i , -- - 0 (1) ROW OF 1 Od I "I. � . � .: - ....� _ 11��, I ,:, . I ""�;�i��,l E A F,�" 1 �:,f�-�P:,,.i3 I , tXTEND SHEATHING VERT. I 1 (4) ROWS 12d a NAILS 0 4" O.C. a I ti, I� . i,-�I�.::'.';:- .�-.... I PLAN FOR" . .�, �% - -I V) i .. - I DETAILS. � AT 12" O.C. C'6RDANCE �MTH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH- � 3W I , ,",-,-- ... _TO TOP OF TRUSS AS SHOWN. CONCRETE SPEQFICATIONSe 1 .- � i a 11 I - ;L�: ;-..1-...-.- ... 1-1-1 I—- � I-i I 1L.z � �, (1 �,i I 1-� 1-1 I LL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. .1�.---,� :�,�, , I .1� r 8 . - 0""""') NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN A , , PSI k,T2§�P4�� * * * i , - , ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE C I , i , ,� c � ., L''Ij�, ., ,$: ,,, -"�. I i PROVIDE 2x4 BLOCKING � � EA. SIDE. 2x6 MEMBERS f 4 , 0 (2) ROW OF 1 Od STUD BELOW . �! 'I , �,.-11/1, .�!� �, p;.) :�,,,"li� i I .�,`;� AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE --," --�,- , I-.-I--1� --11....-- , � , -1 -1- '.� - - I 1-j- NAILS 0 4" O.C. -L--�� LOWER TOP _ - I——I 1i I -,�,�� -� I I 1 �4 SPECIFICATIONS BELOW. (3) ROWS 12d 4-10d I I z ,!;I�, �'"1� :��jt � �., 1- I l� � , �It, � �I I � ?1'. GENERAL NOTIESP I *11 ill, �� .1.I- -1... -1. �1 - - I J ��,':�l�:��;�p I � PLATE AT BREAK. OVER LAP DOUBLE � . . I 1� . 1��"" � �1- , i I . I ."-il AT 12" O.C. , TOP PLATES. Il- I ��. - EEL > V-0" I STAGGERED. � 3 1 ,4 f t J.., I [ , . l'�;�,-� l.l� :�� , i::� C1,". � � , . ,r . EA. SIDE. < C) FOOTING AND FOUNDATIONS* , I I � ., I � �. j PRE-ENGINEERED WOOD WALL INTERSECTION BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION R�POIRT,' I 5�-R� -SUI TABLE' � ORTHOGONAL VIEW , '4qPMMENDED TO VERIFY '2x SPF BL4DCKl,NG", , ") . - ., ' FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE NTH LOCAL BUILDING CODES. FOOTING HAVE BEEN 'DESIGNED WITH A SOIL HESIjVI' `- "' S ! �: I-T- .P ..., 2x8 POST CONDITIONS DITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL. f-(CLAY� �OIL .� SOIL COMPACTION'$001 FILL , l RIPPED.."I � � ,, THII�,,,ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND CID 11 .,�', ,.. ," �, i � . I . I � I P: ;��1 I , � t W TH GAP S - Uj :tl l".-1, I I -1 � ., . l � -1 � I � . - 11 I - � . S, . i;-') � � ...I..I I Ill . I . I I I . - - SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. � I I , � 0 . 00 1!, � ;, . -,I- ; I j ;]' < :1,-:it"7� i; �'r :iI F�,l ��, ,�, 4 11 1, �� 11, I., ' ' � I I— . I " �:,." 1 , ; �I i 111!�11�!� : C) I l I 0 0 Z TION. FOR GENERA 41dAL�1�10 -.AN TOE ,:`-; �,` i;. -1 -:11 �� , I I . I FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMA L FEATURES, CONDUITS, ELEC* .605, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIQN$ D,`LOCATION- FROM ; . I;I i I - (3)ROWS OF 5- (3)ROWS OF 6-Y4- 4,&-;m a a 0 ,, I � 2 I I I " 14t 9 4 t I TI TING LOCATION BASED ON EITHER THE ARCHIJF,-6)V�k " IF F OTINO ,SJIZI�,,�OR LOCATION IS NOT 1 1�.-$IMP 1 ; I '� �-n TRUSSLOK TRUSSLOK 0 � , - I � S1.0. DO NOT DETERMINE FOO .," P',� � 111.1 . . . , ,. _ I , " 11, .� i ,��AN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. I . �,I - i I j;� ��, --rCi ij.lr,''�i,��i �:�:" �11��. � ..14 ll,:,'� . � I I � ENGINEERED WOOD ENGINEERED WOOD a 0 , . ...;- . I 1.t�:I-j", �qwlo,= i - IIIIIIIIIIIIIIIIIIIIIIII DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) I i...� t.,' �':. �:� I... -,I .. � I :� I W"""""""", I ' i S j. .� -1 I 1� 1,0, '! I kE ROOF 1 � �� ,,',,�, 7 7 --+-- 00 "#3 1 .1.1. ! . ' ,� FOOTINGS t- 14"A"�O.c�'bO.ROQ Cklkk§.il, 1� FRAMING !: AS SHOWN. AS SHOWN. UNLESS OTHERWISE NOTED ON DRAWINGS. MINIMUM EINFORCING SHALL BE 3" IN F,Q&, �j I N G§ AND-MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS PkOVID I �, 1*� �- � It , 0 : � SIMPSO CORNER WALL INTERSECTION -��dOlkNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REI46RCJNG� WHERE PERMITTED, SHALL BE.48 PLAN FOR r--4"'- I ELEMENTS BY IN ,, . I : ; � � -- ' ' I , �1, . PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE I , . - 1. I '. .� I DETAILS. : . SHElkTHING MAY SDWC1 5600 CONDITIONS CONDITIONS , � .,t',I ".�',(.1 11�,I�,� , i"A �:fl!T�:�i�",:4i' ,-'Ll� 1, : . � BAR DIAMETERS , I ' I ,!"��I('�,�� ' , L � 1, I '/ I R INATE AT IIIIIIIIIIIIIIIIIIII 2 I, � I - I. i I 't,�'I 4�� , TE SIMPSON . ��[4 �'�.'��'�. i; , . . ..� � 1- - L -1 I -11... 1. I - SIMPSON_ -/ FRAMING 3-PLY 4-PLY NOTES: I � i";[."F �,�.,A� i� ,, v :,','�L ''.� j-m TOP OF DBL. SDWC1 5600 CONCRETE SLABS ON GRADEw I ..61�,-OR61EN"n,O:N OF SUBTERRANEAN:.- - ---- SDWC1 5600 I SEE NOTE 1. PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. � ATH JOINTS LAPPED 6" AND S� I, '� � I I ` :: 11 0 0 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER V , AlLtp,-OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENf�f ' ,� I., .1 SEE NOTE 1. -DENOTES 3"xO.1,31" GUN NAILS 0 6" D.C. VERTICAL. .. .'' .,I T SLAB CALL EOR FOR ALTE�14ATIVE METHODS. - - ,; .I . . '.. - 1. ��il : t, � , DETAILS. 14" LVL AND GREATER 2. TERMITES. SAWQL1TS* FOR CONTROLLED CRACKING CUT A 1m SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN�42,HOURS-OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OU � 1 - ; : i . . . . % i 0 3. NCHOR, SEE SCHEDULE. . ;� I - i �,-".� ,- l 'I. , ��"'.-�� iv!,r� . i-� .t .-. �: .1 11", I �I 1).I I 1� � I I ! TYPICAL CONNECTION . , , � 1: I � I " 1-016 NOTES* 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. U o-.-, ��,,-�,,�,'.,. -- I;�:,",, � �, �'�'4'I'' - I M,�� ll�. .. I - WOOD FRAMING SPECIFICATION& I .,- ,;! t, l I 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WERE MULTIPLE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) Folf"' 0'.IDNSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR 1, �. L . , j � JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. .1, OPTIONS ARE SHOWN. . i 0 ,,��-NOTES:: - � - SOIL SHALL BE PRESSU RE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALI ��-�l i b FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE I- : : .- . 1. .1. I - . ,- .. � . . , - � .. 1, ,,1,.,� - 1TOP PLATE TO STUD SD Q EN STUD IS DIRECTLY BELOW TRUSS. STAINLESS STEEL. 2. 1-12.5t;M�Y BE SUBSTITI)TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY I . I AT TO T 0 PLATE TO STUD, SPACE 0 48" D.C. IN ADDITION TO (2) PLYS. FRAMED WALL CORNER AND � PRE-ENGINEERED WOOD TRUSSES& LL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS 0*� RO . SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHA CING PER 'COMMENTARY` AND r5 OF TRUSS CONNECTION /0-6� BUILT-UP MEMBER FASTENING 12� INTERSECTIONS STUDS CONFIGURATIONS 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 TEMPORARY BRA 9, (2 1 . � ) ,ON \�00 ; 1 RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-�j.,jj-ATn,MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROU1,GHjRUSS.�NHEN USIN ,,�STRAP S. I \z OO/ � I I I -r -- � � , - t 4z- - . I ", - � I -0 : lz , .i I � )!.,�� E-1 ..I ;k., ... l 1 .i - \ZU/ SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. � I � 'I / ' . �� ill; DESIGN I ., .i � I I ; ; I . KING STUD TO TOP PLATE* TRUSS TO PLATE: i �l;-',;: :;". -,. I 1.�! i 1. i�.�*�'; I- -� -, I I .11 I� � � :: - � , I I I SDWC SCREW. ROOF COVERING SPECIFICATIONS* I' , , I I NOT REQUIRED AT GABLE ASTENING: 14h TOP PLATE TO HEADER FASTENING: JIRE, MA4U�FAG A --1 I--Ili, �4 1 DETAIL AT RIGHT. NOT REQUIRED TI ATH ASTM D3161 AND BE INSTALLED ACCORDING TO.; JU�R�R'S EREQUIREMENTS. CLAY m I- I- �l SEE CRITERA THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA ON OF THE ROOF COVERING SY13TEM�,ASF,�ALT SHINGS SHALL COMPLY V 11 . ,I �'. I � `1 , ,. I it AND' THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED I , , ENDS OR OPENINGS LESS -SEE DETAIL AT RIGHT. NOT REQUIRED . � -14! [ , FOR GABLE ENDS. I AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL I . I I THAN 4�-6*. FOR GABLE ENDS. IN ! KING STUD .0 TGO PLATE: , I LL TERIALS. ��:". . kk ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VA EY MA I I I I I . 4')!' ,:�,,j'!I� "i'!� I 1�,,'.�r 1� -;",.(.. '� %, 'f'' 1 600 SC � 0 . - -4 AND , I � REW I . jlr ;:�,j 11 � I ,I �,I 4 I i- 1. 11 ,_ � SD NC1 5 TOP PLATE TO HEADER FASTENING: 0 1 1 / , �-. NOT REQUIRED AT GABLE- I � I I 4 I - I . WATERPROOFINGm t1l.;i., :",? �d, I , �I ENDS OR'OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED I F I j !W I I *,�V� .,I � 'r - � � ,' THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. , ,, .!I . ,N,!�-' 'T,� :1 7 1�',;"� ,.4: I :� 1,11 FOR GABLE ENDS. I-, , ,� Je.� :�! . �; I ! 11 . .� % I I I THAN 4P-6". " GENERAL I - 11 I 11, . ��;j I , ,, \- --r-rm (, > �� \ % PLATE TO HEADER: : .11 . - -j I 'A �"` F I : 11 - , WOOD FASTENING SCHEDULE BRICK NOTE, SJ LINTEL SCHD PLAN LEGEND AND :ABBR,EVATIONS1. I ; ,nkik&!& J,6� I JACK I I ,... '' "LP 'I . - 0 KING & _/ _ NOTES - " � 6 M� PLAN. I I -- 24" 0 C. I - , . � 11!��" 11q'"f---t','*, ., - - ! I . I STUDS SEE . STUDS SEE PLAN. I - 11 11 CONNECTION " ',% ,� I, .-1 % ,- -, r�71 BUILT-U� I - , ,�') ,,,, .. " FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL P POST IN THE WALL �� k I ,10 'J �;� 7 (2)12d TOE HEAD OR SILL !t DO NOT SCALE DIMENSIONS FROM , TYPE lInsl ;" , . 1; .. \ L � THESE DRAWINGS.IF A DIMENSION 6 � - � NAILS E.E. HEAD SILL [I .�,--It,�,7. , PLATES SEE -1-11) 11 TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. I' - �l 1i SCHEDULE. , 2X6 WALL UNCLEAR REFER TO THE GABLE X-BRACE, SEE DETAIL 10/S ;.,� I��: ' ��,O"t � (MIN.). I I !�,� V1 . 6#-Ow -�� ; 1, . j'1,4;1"( ��,,�:O' (� r . -hU- PLA SEE\ L31/2 x31/2)(1/4 ,;-),l j),% 4" 1 � "rf L -11 I , � 9,-� ... t ", 1,f,,�I,i"'.4�.I � s� ,- , "I.. 1. ARCHITECTURAL DRAWINGS OR - I z t TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS ��, ", '.i 80-010 HEADIEW'SIZE, JACK AND KING STUD . I I j CONTACT THE E.O,R. . 'l I � 6n � 1-401/2"Xl/. �"-.. L . H6-1/2 �. ROUGH OPN'G. SEE ARCH " TE: DESIGNATES SHEARWALL THE QUANTITY. ; v . KING STUD TO FRAMING BELOW, , I I HEAD Q& SILL - TRUSS TO PLA DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS L 5 01/2"x 1/4 � -, . ( ., 6' HIDDEN LINE DESIGNATES SIDE OF ,;; ' !�; 7"'' . � 4:,"i.� `�e �ql,o,',il �- . I . 1, . --I \ -10l ,�! ROUGH OPIG, SEE ARCH SDWC SCREW. RIM JO NAIL (8d 1 3/6 'io�'.' ' r��L��'�.,t� " � � 1 2 i I I � TO BE AP i 1 . I-j�-� Hl:`�-fl.lik-,'.1A` ot� -;! ;: �I ; � 11 � 2"x1/4 � -: ; i � 6" 12'-O* 1,11 I . ,I r � L. - .- - I I I I I NAILING: . :��: I I - � KING STUD BOIWM . UMBERLAND-CARIBB -) " I �, W-00 - WALL THE SHEARWALL SHEATHING . L� I, ,��, - 1 .., -.1, 11.t1r, �%; -., I . 1: CS18 STRAP w/6 ,; PLAN NAME IST TO TOP PLATE TOE 0 6-) GUN NAIL 0 6- - L6x3l/ Sw PLIED. 8d 0 I I ':'' NAILS EACH END. STRAP 1� EAN . r- 0 I � � -.,.�,,�"r ��.i�:,,i il 'l, " I t� -M I 1�- ATTACHMENT CAN BE INTERIOR OR I :_1.,I�!� I [I E F " '"I" �,,,I �' ,l, I � - CEILING JOIST TO TE TOE NAIL (3-8d) 5-GUN NAILS .ill� ""': Bd*3-/6 to DESIGNATES 8d COMMONS 0 .3" 1��, ��,��f ?f ,:,,- I I A a � rc 10 I ; . ; .- - 1-701/2 Xi/4 �,l -,In: I"I� I rr 6" 16'-O" O.C. EDGE & 6" O.C. *IN THE ::4:�, - -'!�I,F !I I r.� CONN ECTON:*SIM l SON . ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. I L -1, 1'�,��, ,jj�. I I . I I .l; (� :A";`-:� �C,;! ,�, i,'� ,� - 1: ,�l'. . -�� ,. �� I i I DESIGN/DRAWN/CHECKED I . I 1. S A ! $--\ FOLLOWING: GABLE ENDS OR I � PLATE TO HEADER: CS I / JB /LAP �, CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIE(kelq f-�REQ IRE AT- - - , - .LG -- Long . _, I . - l,,,`,,`,,,�`�l' . . ti I THAN 8' OR OPENINGS LESS -Fill DATE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" .11 " I SDWC15600 SCRE 1.� T F � STRAP NOT REQUIRED AT THE-\ I r TEEL LINTELS TO BE MINIMAL 36* I SHEAR#4L,�Pr OLD�D . - RESISTANT COATING OF EPDXY BASED VENEER GABLE M . 11 ,L JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS . F,I-J �.f'llll -�, MANJF - Manufacture I I . '..., ! WA . I i I i 24" D.C. 2X4 WALL 1. . . _ PAINT. .- I 7',!�,,yw'j'; ; LL;. , -15". .. 05.05.16 � I I L; I Ill mmezz== WEATHER MOND - Monolithic . [1: THAN 3' W 11 II . - I I;- �,I . � :,: ,,- . .1 �1, I TOE NAIL (3-8d) 3-GUN NAILS I v, �,!)fi I - I HEADER FASTENING SECTION BARRIER BRG - BEARING OC -- On Center A,,J;, RAFTER TO PLATE - ,i!,,, � 2. LINTEL MORE THAN 8'-O'. SHOULD COME=== RY UNIT (-li� 0 1,�)�1,,I I � SCALE : 1 � ,$B,-r-,Qrientid Strand Board J�',�' I I I l -1 ,� I I I I � r - TOE NAIL 1 . I i i - JACK RAFTER TO HIP (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED'146V"l6;-' I PERO) *Pe in'dic'ulai ,, i A ( 11 A I Tx, AS NOTED DBL - DOUBLE - ro i. - .. 7 RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3* WD. DIA - DIAMETER PRE ENG - Pro Engineered . 1�� ....". - .-V.. .. ':.. . . .. i KING STUD TO FRAMING BELOW, � , I , ....,.4' , .A.�,- -j:. :4.�:...-.,. 4'.* i -10DX1)!r ROOF SCREWS INTO HEADER PROVIDE A '/,.* LINTEL PSF - Pounds per Square Foot � ..; '.. I ..,#A. ..� 4 . � .� I I J.16 . 11 I I -TF CS1 8 STRAP W/6 LPA No. . . . I.;. .- , , . 14. .. � .� � . � � I � NAILS EACH END. STRAP ATTACHMENT CAN BE I FACE NAIL 16dO 16n O.C. 0 EDGE ATTACHMENT 11�. 4*4 � -, ':I , . 4 4. . CONT. HEADER, TWO PIECES PSI - Pounds per Square Inch I I . � . � 0 STUD OR 2X10 `--�INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-16-00329 . I VERTICAL SLOTTED HOLE FOR SCREW. SEE N OTE 2 1 1 ,,ir 1� "I ;ml.�,,l,l;, I 0 11 I I TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT -- PRESSURE TREATED � I " ' 0 11 -JL � :;��-�-'.QT !-;�� QVJ(,* 4eP,j,!j-r1 �,,", I,',1',j'ry ', !� �; � ,� , " BLOCKING FASTEN AT THE FOLLOWING: CONTROL No. . ATTACHMENT,- jc�,- , EQ - EQUAL . �, � IlT , - 1, (:SPLFjP TOR LSOLE PLATE ANCHOR STRAPPING NOT REQUIRED 1 . :.� : ,,4.�T,EICONNEC 3. BRICK VENEER L 'i I .. . / I :I� . I I r - � -'' ' I 1' 1W 'P."l . I GABLE ENDS OR �- TOE NAIL (3-16d) 4-GUN NAILS - EXT - EXTERIOR i,ij.� !�.q)N,Fj�,j-,jAoI0f �" :-1( 0 P A�"'I� ,J �i, �! I . PER SCHEDULE. w/8-10d COMMONS. STUD TO SOLE PLATE ,,-VE ,., - . , I , 1� �`1.11, 1;,i).', , �,A. i WITHIN 6" OF '�� JACK TRUSSES LESS I _ HORIZONTAL TIES 0 24" D.C.�-, RT "' - ' ':' I AT LOWER LEVEL HEADERS N/A SOLE PLATE TO J011ST/`BLOCKING FACE NAIL (16d 0 16m) GUN NAIL 0 80 TIES 0 12* O.C.. (FOR 110mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE 8r--- 'S06l Foot l I STU D I� K�� I 3F SH EARWALL. N PLAN. MULTISTORY I I.- THAN 8' OR OPENINGS LESS SHEET � SPF -Spruce Pine Fur HOLD DOI IS SPECIFIED.�� I . WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLA BRICK LINTEL, FT - FOOT -,P-,,,,S?,, r,-,,,,§ou1h9rn, yjello% ,iq� I .. I . l SINGLE STORY D END MULTI STORY THAN 3'-6". .1 ,y,p -�,: 11:1 , . t I : I,: , 1, .. 4891.1,1�.r��T�fm, li I I I , - I .I (UNSTACKED W1 DOWS) NAIL SPECIFICATIONS AT ALL OPENINGS SPACE InES'N[THIN , FTG - FOOTING ( 1"' , 1, I 0�A�! !I- � � 0 � , 90�'-1 �oj I� I � 3%0.131"O = GUN NAILS 2nxO.113 0 = RINK SHANK 12" OF OPENINGS. PROVIDE4/16-0- WEEP .)"'! , " i :,j Z k�I - At., - - - : �� .. 1, i4li� T i6al, I � �::) - §1-NIF-TYPI � ,HEADER STRAPPING I I 2*xO.113*0 = 6d 21/2"xO.1,31*0 = Bd HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION VIEW , lf� ,LIN 11 - S090 HORIZ - HORIZONTAL LION - Unless, Otherwise Noted , I I A-1 �'J, 4 TL 6.�Y:l 11.""�,� � �, . - ," I I 1;I - � ,- , YxO.1148"O = 10d V/2"4.162*0 = 16d FLASHING. .1 OF BRICK LINTEL ;-;1�� ,, ,7 Vertical.. r,C - -!i, L 1. c'�!JL ,,� I -I ",I�. : ��.I 1�0 I I .1 . i �,:, �', 1: ?, : - : lj, ., & , � 1 ' . I O " I �. I � .. l " * 0, 0�belc � 1; I I :=:: � - , ;, 1 1, ,i - I . . 'torp 1 � -1 I I � !:�I" 1- 1 * , . , �i�1 F 1, ,,,, ;:7i= I 11/2%0.145"O = 10dxll/2" 11/2*xO.131"0 = Bdxl'/,* - 1: 1;,:', -�-:, lit., P� � ", A lll�� i m6,,,,lll,,,, IT) ;�yir(.1 I, * ,� I I � " � S, - ' ' ' ' %F 0 ---- , SEE GENEIRAL , . a] !, � I 1 7mm mm I . . I 1 1 1 \� 1� H I A L �N I T C aulmaauL-1 ,�- rs Tt , -- 11 I rF-- I 41a� -� =-i 1 a -L --`�-11 2- _E - --- - r5 5_1 1 1 , . 11 I tc ` - t � I V :.., - I 'n I I I f- ---- -CSEE 5/S 2 DBL. PLA TE. -1 -"""l"""`ll1I� \ I m , '" I I i V-019 31 3 . ) I r MAX. L . - V TG . Y . . _ iT S. . . 11--.'�� . I . . . . . /_." . . . .. . . .7 ** -ED - - -t ' ' '. . . . F ;I )TGE - , * I -r.---` - ---.-Z* - I T - I . i-I -j'.. ". 't-ii.. ..- ` - I * .1 I .� .- I -�� -_9 ri , ""' Lij , ''D"!,- ` , (I , ' I z=90m= � 0 �, IA-1 I TKU I I W t in IIIIIIIIIIIIIIIIIIIIII j 1:P$eOVER LA Tr�'j / , 11 I ��< . �� 'f�ol !�, :f-4� - I :, .I� ,!, . -11 . t, 1, I � (ril," � .I-., , I , . �I , ,�!' ii i,l�, �I Sk11;1-1- ,l;1, ,I I � .. - ;, `i,:l , ,� � ,, c,'11'�,O, . !� " I .- : ",I. 11, � �-I-i. :,r:,j: ��, ,�1: , P� �1,� 1:,1 .1 .i�" !!.:; "l-i "lL lr 0��:.`�,"I . . I.. � : I - 1 � I -1� � �, . . -1 I .� �- � . I.,�T, I , 11 �� J'F'j l,� !,?L � 1:"', �, ' : �, - -1 I � I i, - I L: �,_ r . I . , . I . . � . .119w��,' . 11 -,,t 1. j .......... E h;l' 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP# -,N;1ILER PLATE w/ 10d 0 4* O.C. WALL SHEATHING PL 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16 IF 7NAILS AT EA. FRAMING INTERSECTION. -16d BETWEEN EACH TRUSS) 6" (MIN. OF 6 DBL. TOP MA NOTCH HEADER BLOCKING ONLY REQUIRED PLATE BELOW TOP PLATE --------- Lou Pontigo an =+ AT SHEARWALLS AND STUCCO FINISH Pi)RCH SHEATHING, Associ ates, Inc. HEADER 5-8d COM PORCH ±."ISPECIFICATiONS EACH SIDE B lill HEADER, 8-GUN NAILS- 16d COMMONS OF SPLICE 16d COMMID"ill')'". HORIZ. BRACING 0 SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue 2x4 SYP#2 0 8" O.0 SHEATHING SPLICE 0 80 O.C'. 24" O.C. BETWEEN OUTER WALL- HEADER & SUPPORT FULL HEIGHT DETAIL jax. Beach, Florida 32250 POKH, EbRALLIEL.,, (2)MSTA24 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. ANCHOR OR DTT2Z Ph. 242-0908 Fax.241-9557 I STRAPS fl�� 'rj"[ MIN. (2)2x4 WOOD PERPENDICULAR FL:CA#8344 SO CA#3579 CONT. RIBBON CONT. RIBBON, — 8d COM 0 EACH END wl 3-0.131x3" NAILS n 1.to, HOLD DOWN AT TO WALL BASE OF POST JJ BELOW. & (1) ADJ. 80 �,\ 11 -i it; ARD 3" 0.C. J 14-L rm. ). 1 BOARD (TYP) TOPORCH HEADER. WALL FEACH SIDE FLOOR OPTION A SHEATHING FLOOR =Z= FLOOR OF SPLICE TRUSS 31 i14 POST BASE: 24".16 GU,�iJ I , STUD WALL FRAMING k. :- 24- 16 GUAGE 44 POST.ABU44 TRUSSES f - 1� " 0 'AP WI/ it- -ABU66 w/ 2x STRAP w/11- ff�� OR JOIST. 2x4 SYP#2 6x6 POST. SOLID BLOCKING OR SHEATHING SPLICE DIAGONAL dxl EA. END JOIST. TRUSSES f LSTA12 FOLDED OVER TOP AT SHEATHING EDGE �kt h J. 10dx%* EA. END DOUBLETOP PLATE 8d COMMON WIRE NAILS Jill FASTEN EA. PLATE w/5-10d NAILS END w/ PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C. C Y4" OSB or PLYWOOD 3-10d COMMONS SLAB-\ Eo% 6" HEADER NAILS INTO BEAM. SPACE RIM BOARD Y4" PORCH HEADER lA%1 V SEE PLA�-\ MAX 0 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED SHORTER THAN MSTA24 ITS16 No. 1 1 CEILING 3TRAPS R ROOF TRUSS FLOOR SYSTEM. ALIGN .01) 1 1 WALL FRAMING WALL FRAMING 'Alm� ON FACE OF BEAM WALL FRAMING VERTICAL JOINTS NTH LINE STRAPS EPDXIED 6* MIN OR JOIST WALL SHEATHING \ FOR PERPENDICULAR S SHEATHING SPLICE JOINTS INSTALL FLOOR TO __TRUSS CONNECTION STAT F FLOOR STRAPPING PER 5-8d COM I- i� i 1. "j, PLAN MEW OF ELEVA110N VIEW OF B-GUN SEE DETAIL B ABOVE 0.0 EQUIRED PORCH HEADER PORCH HEADER CONTINUOUS 2x6 SYP#2 BLOCKING ONLY RE OPTION 1 OR 2 AbH # - AT SHEARWAL 'OR N NAILS LS AND EACH SIDE AT, C R, AT POST AT POST LEDGER FASTEN WITH R FULL HEIGHT I 1 1110 N STUCCO FINISH OF SPLICE bp 04 2 ANCHOR OR DTT2Z --1$- 5-0.1310" EA. STUD. 0 T1014 1 SPECIFICATIONS* FLOOR TRUSS PARALLEL POR04-SHEAH fi HOLD DOWN AT MIN. (2)2X4 WOOD J* OVER LAP SHE THING AM RIM BOARD OPTION 1�27'�GYPSUM -,(Wj kTE' PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST -10t BELOW. & (1) ADJ. PARALLEL TRUSS opnON B OR TO PORCH HEADER. DETAIL A Christopher Sabourin PE NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATE OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD FL PE#71461 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING MEN FULL HEIGHT THREADO RODS ARE:INSTALLED --\TYPICAL PORCH BEAM CONNECTION TYPIl L PORCH FRAMING DETAILS r3 VMEN 4 WALL ADJ. TO ROOF CONNECTION FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS r2 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. �REVWNS DATE 1-11,�O ' COPY SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT OFFICE MERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS ALTEIZATM ROOF BOT. CHORD w/ O.131x3* 0 3" O.C. A 2-SIMPSON H2.5T. FLOOR OR TRUSS.-\- FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOI, it----------- it----------t IDI CONTRACTOR SHALL CONTACT LOU 2x4 SYP#2 CATS AT 12" TRUSS PONTIGO&ASSOCIATES PRIOR TO O.C. FASTENED TO TOP-- -"`,,-ROOF TRUSS. SDWC 15600 4----------- ----------44 MAKING ANY STRUCTURAL FIELD I It. . 9 . - i - -�- PLATE wl 4-0.1310 SHEATHING FASTENED TO @ 32" 0.C. MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS �j 0 CONSTRUCTION DOCUMENTS.ANY ir A . " ; '.. 11 r FIELD ALTERNATIONS MADE PRIOR TO SHEARWALL L D BEING APPROVED BY LOU PONTIGO 8t J7 2x SYP#2 CONT. ATTACH OSB WALL D lo-O (D-,\\ ASSOCIATES MAY RESULT IN SHEATHING ADDITIONAL ENGINEERING OR FASTEN CATS EACH END wl TO TOP PLATE AND TRUSS L/ QJ 3-0.13lx3" COMMON TOE NAILS w/ 0.1310' 0 3" O.C. EDGE OF INSPECTION FEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ QJ SHEARWALL OR SHEARWALL SW 8d .. [-@ - 11 - - 1111 . 11 EXTERIOR WALL dO3 6 T ROUGH OPENING, SEE ROUGH OPENING, SEE IE Q AL,TE 'MUSS UPLIFT TABLE AT LEFT 09, F. Q SHEARWALL SEGMENTED SHEARWALL STRAP KING POST 0 TRUSS UPLIFT TABLE AT LEFT. STRAP KING POST TO ALTERNATE A ALTERN ATE B ALTERNA RNATE G POST BELOW WITH 2-CS16 I S16 STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 An- ERJO LOM STUDS UPPM TO LOMM STUDS STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED 7/ 0 05§ DIAPHRAGM FASTEN ROOF FLOOR D 4 Od 04*0.C. YW 8d /6:'; (2) CS1 8 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED 1�, 41, FLOOR STUDS TO FOUNDAIM (8)- END STUDS M FOUNDATION . . ... HEADER UP CONNECTION TRUSS.N 2x4 SPF#2 CONTINUOUS -2s TRUSS. HEADER DOWN CONNECTION 'SW 8d03/J HTT5 OR HDU5 TO NAILER wl (1) ROW 8d U 0 3" 0.C. FASTEN TO TOP LEDGER FASTENED 1-8d 6: HTT5 OR HDU5 7/ OS PLATE w/ (2) ROWS 18 B� TRUSS WEBS WITH PLATE ANCHOIRS SOLE KATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR BLOCKING kt CALL OUT CALL OUT OF 8d 0 3" 0.C. w/3-0.131 x3" oHEARWALL NOTES: TEE SCH MULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O 4< Ln E COMMON. OOR AT ROOF TRUSS, A LS18 0 32* D.C. j7�!< A H2.5T 0 32" O.C. TOP & BOT 2x4 SPF T SHEA WAL4I�NOTES AMING I"ONTRACTOR MAY 2x4 NAILER FASTENED ALL AROUND SEE PLAN B SEE PLAN SYP#2 CHOOSE A.B.C.D, OR G. 1o�PROV1DE!?�'t3ie*,OSB SHEXIiING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE. 2x�ABLOCKING' AT:ALL PANEL EDGES. C 1)MSTA24 STRAPS C (2)CS16 STRAPS D.C. FASTENED TO TOP i 1 0 3" 0 3* O.C. 3-0.13lx3m NAILS 0 6* O.C. I . USE ALTERNATE A. (2) ROWS 0.131x INTERIOR PLATE w/ -0.1131x,3`�,' M-OF, 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN Vr 4 T EXTERIOR WALLS 2- PROVIDE A MI�iliilhb SHEARWALL. OR HTT4 HOLD DOWN AT BASE (U.0.,N) OR HTT4 HOLD DOWN AT BASE (U.O.N) COMMON. DING BETWEEN ROOF END POSTS FOR 'SWl sw- -4 SHEARWALL OR ,, ;,1 F " "I 1� !-A!v d NAILS USSES. i & FA§TE*W"ALL ItqTERIJJ SN TO ROOF OR FLOOR TRUSSES PER 5/SO.1 EXTERIOR WALL CAL) 3. USE ALTERNATE U ALTERNAT ALTERNATE Q AL ERNATE-f 1'. & F FOR FLOOR 4. INSTALL INTERIOR FOOTIqG,BELOW SHEARWALL PER DETAILS ON S1.O -'-RUSS ATTACHMENT z ' EARWA IQ� HEADER TIE DOWN, .................N ,P.)CAL' 5'H LL ELEVATION A17AC �EMF Et FLOOR 6 5 SHEARWALL O�NLY APPLIES WHEN NOTED ON PLAN PRO DE-�Wp-i-b"'i-l" G IN FLOOR SYSTEM AT SW END POSTS. NTH lh� uj "0 V) MUL11PLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. 8d CP S 4-12d T L2x4 SYP#2 OUTLOOKERS SINGLE aRA93NO NOTES AND SPEC*XAj1QN4A -------- ROOF NAfCS I M, 4 TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT AT 0� ."..-1 1 0 24" O.C. TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3 2x4 BLOCKING. FASTEN J OR BETTER OR 2x4 SPF#2 OR BETTER. EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. WALL STUDS -WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTILOOKER TO TRUSS. it (UON) AT 16* O.C. I AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d CONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT MIL Ill ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. COMMONS (4) TRUSSES APP ED THE WEB OF THE BRACED TRUSS, PER AIM= TO BACKSIDE OF WEB. A D TRUSS ENGINEER. uj AMOVERFRAME RAFTERS, SEE PLAN. 3.)PERMANENT PERMANENT BRACING 0 00 2X6 TO WERE NOTED ON TRUSS MFR. SHOP z V ANGLE BRACING APPLIED ROOF TRUSS-/ ROOF TRUSS FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL Jill d COMMON SIMPSON H3 w/ 10-8 BRACE PROVIDE 1x4 SYP#3 OR BETTER SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER TO EACH STUD. PER ATTACH TO EACH STUD,j AND LEDGER TO ROOF MEMBER. THESE STRAPS 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED PERPENDICULAR TO TRUSS BOTTOM -WHEN OVERFRAME REQUIRED FOR BRACE 4 GABLE END TRUSS. WEB w/ 12d 0 6*O.C. CHORDS AND ATTACHED TO EACH BLOCKING N i� 1 ��i T-BRACE TO BE THE LENGTHS > 8'-0". TRUS NTH 2-8d COMMON NAILS. AT RAFTER LENGTH SAME SIZE, SPECIES, A-SINGLE LEDGER B-DOUBLE LEDGER ALI To BOTH H3 ABOVE LESS THAN 4!-O't FASTEN w/10d,COMMONS GABLE END WALLS PROVIDE DIAGONALS i: 2X4 #2 SYP BLOCK 0 EACH PRODIDE MTS12 QR CS16 DIRECTLY t 0 CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 6" 0 -CENTER oe AT END WALLS PROVIDE DIAGONALS VERTICAL VERTICAL BETWEEN OVERFRAMING RAFTER TO BEBRACED. GABLE BRACE. FASTEN EACH REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND (APPROXIMATELY 457.) TO THE 0 AND ROOF MEMBER. END W1 3-10d TOENAILS 0-775 2x6 w/ 5-0.131x3' 1850-2345 2x8 w/ 6-/4'l SDS SCREWS LOCATION. IE MORE THAN (1) LATERAL--- ADJACENT EXTERIOR PERPENDICULAR BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING 776-1250 2x8 w/ 8-0.1131xY 2346-3125 2x12 w/ 13-1/4"04" SDS SCREWS BLOCK TO DBL TOP AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1251-1540 2x1O w/ 10-0.1310" PILT W/ 2-H2.5T ONSTRUCTED OF THE SAME BRACING C 1540-1850 2x12 w/ 12-0.131x3" MATERIAL. THIS REQUIRMENT IS NOT PRdMDE SOLI 7- NECESSARY AT HIP ROOFS. ALSO D SPF#2 BLOCKING AT PANEL JOINTS ADJACENT] I&ITIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. ALONG EXTERIOR WALLS PARALLEL TO LEDGER A NOTES* WHERE A LEDGER IS INDICATED 0.1310" TOE NAILS 0 8'"O.C. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS M H A TO DBL. TOP PLATE DIAGONALS IN THE END SPACE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT BETWEEN THE WALL AND THE FIRST ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. LINE OF BOTTOM CHORD BRACING AT A ABOVE. ATTACH ROOF DECK PER GENERAL Od LSTA12 0 48" O.C. Q& DBL TOP PLT MAXIMUM SPACING OF 20 FEET. NOTES. X-BRACE wl 2-16d INTO BOTTOM- 8"!-1 mob TYPICAL CO Ng CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ SDWC1 5600 0 36" O.C. OMIT IF I Pill I �1' TERS GABLE END BRACING PERMANENT TRUSS BRACING E ER N E PE K LEDGER AT OVERFRAME RAF SHEATHING OVERLAPS GABLE 12" MIN FRAMING EC .11 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. SOA NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. J`1�1 SCALE: 3/4* 1'-On MIN 2 PLY STUD MIN 2 PLY STUD 1\�01 ---:, ��:�,��-:M-ATER��,L TO BE SYP#2 S IN LIEU OF 2 STUDS CO 0 LEDGER CO LU ?� . OT S W OR ENGSINEER N HO IN F IN LIEU OF 2 STUD DETAILS NIL_ ITS ACCEPTABLE ITS ACCEPTABLE CARDER TRUSS ;D TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS 36" LONG STUD OR BEAM FULL HEIGHT 7�, MIN 2 PLY 36" LONG STUD P L A t4'� : , '� �(1`)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- WASHER XI ANCHORING SPECIFICATIONS FO (2)MSTA24 STRAPS W OVER TOP PLATE 0.13lx3m GUN 0.1310" GUN NAILS @ ir g , if i,,� i! SIMPSON HTT5 OR ii, C, � , 1"'1 1 t�, I". PLATE S 0 4, (2)MTS1 2 T -10d FOLD OVER TOP HDU5. FASTEN NAILS ANCHORING SYSTEM* THE THREADED ROD ANCHORING FASTEN w/18 0 SOLE pl� PjI�T�E'; N FULL HT. UPLIFT PLATE FOUNDATION AND TO THE UPPERMOST PLATE AT THE SIMPSON DTT2Z (2)MTS1 2 DOIJ FULL HT. SYSTEM SHALL CONSIST Of %*0 A307 THREADED FASTEN w/18-10d TO ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS DO NOT SCALE DIMENSIONS Fli ANCHOR r 111 7 1 "1 r 6,0, r THESE DRAWINGS.IF A DIMENSION IS CONNECTOR .1. .. LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE DOUBLE TOP W/8- UNCLEAR REFER TO THE SEE PLAN ir PLATE 9.4, TOP PLATE, PROVIDE A 2nx 2*x )67 STEEL WASHER. SIDS SCREWS ARCHITECTURAL DRAWINGS OR FASTEN WITH A NUT AND ALLOW AT LEAST 3 0. SIMPSON FULL HEIGHT WALL STUD (2)H2.5T \\-(2)H2.5T ROD THREADS TO EXTEND ABOVE TIGJJJ�ITENED NUT. LTT20B THREADEDROD OR POST. (TY1J MINIMUM 2 PLY 0, 1 1 -- I --- S , , ROD STUD� WITHIN 6" OF MINIMUM FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, THREADED ROD LAN NAME MINIMUM THREADED ROD PROVIDE A HOLE IN THE PLATE 34* LARGER THAN THE 2 PLY-\ EPDXIED 4" MIN. D STORY %" THREADED AT 2ND STORY )- ------------- TEN HD STUD STUDS PROVIDE -CARIBBEA STUD GIRDER (SEE PLAN) 2 PLY-\ AT 2N UMBERLAND I SEE PLAN FLIEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TI ROD EPDXIED rc N SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT ATE STUDS PROVIDE 7.5" MIN THREADED ROD 2 CS18 STRAPS DESIGN/DRAWN/CHECKED (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PIL 1 CS1 8 STRAPS AT BASE OF STUDS STEEL COUPLER S EPDXIED 4" MIN. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS Or TO FLOOR) FULL HT. (FLOOR (OPTIONAL, LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOO!.)Jl P MINIMUM CS / JB /LAP AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE RJODS..-,-, THD37634RCi:.(. 2 PLY HOLD DOWN SEE PLAN il 6 DATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AT SILL PLATE ALTOP PLATE AVOID CONFLICTS NTH FLOOR AND WALL FRAMING. STUD V' ROD = DTT2Z 05.05.16 2Z THE NUT A90i THE UPFMIOST PLATE SHALL K SIMPSON DTT ROD = HTT5 /-w/8 SCALE Swi-INED 011 THE WASHER TO A SNUG-TKIIHT Y4"XlV TT5 FULL HEIGHT ANCHOR INSTALLATION CHART I VIA BUILT-UP POST, BUILT-UP POST, FLOOR COND11TION PLUS ONE-HALF TM OF A STANDARD SDS SCREWS We4CH (AM1111OXIMATILY 30 FT.-LBS. OF =J SEE PLAN. SEE PLAN. AS NOTED FRAMING @ @ DUE TO SHRN(AGE AND OF BLMJM THREADED I Lm" LPA No. FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SOIL RE-TKIIHTEN NUT TO 30 THRE HOLE HOLE SPEC. DEPTH DISTANCE FT-M OF TONJ AFTIER ALL TRADES ARE TOLL-16-00329 ADED ROD--- FOUNDATION, COkVLIEVE AND POOR TO IINSULAIM SEE PLAN PER PLAN. 3/8 '/2"0 1/2"0 2x2xJ 4" 14* 2" 3- HTTS or HDU5 D172Z LTT20B CONTROL No. EPDXY ANCHORING: ALL THREADED RODS SHALL BE OP TI ON 1 OPTION 2 -EMBEDMENT 5/8 V0 4/4"o 3xW/4"'-7i5w 12* :W 3w ILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALERNATE FOR N/A CONVENTIONAL DEPTH MONO STEM MONO STEM HART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT TR FULL HEIGHT ROD FULL HEIGHT ROD SHEET REQUIREMENTS FULL HEIGHT ANCHOR I-FIREADE ROD INSTALLATION CHART f AcE 1 WALL SECTION iJLL HEIGHT ROD ALT�,ERN',T, non* FULL HEIGHT THREADED ROD 16 GIRD r14 N `on� HOLD DOWN ATTACHMENT DETAIL VA*:N ER BEAM STRAPPING S061 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM /010 3� ACHMENT � rl 2 S DETAIL ONLY APPLIES WHEN NOTED ON PLAN ALTERNATE SHEET 2 OF 9 THIS DETAIL ONLY APPLIES WEN NOTED ON PLAN pll .3� E jtS,HE,A7 �#2 A JITw A SHEARWALLt 0 T To �TRUS! 0 141 lj� OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT OVERLAP SIDEWALL TOP PLATE TOP OF ROUGH A N C 4,OR' OPENING 11" H2.5T TOP;; PERj��.LIAN.. .i�i�o rj j r BOTTOM 32" 0.C. CRIPPLE . . .. . . . . . . . . . . . . GARAGE STUD 7 HEADER 1,:w. fir, I r a . . .. . . . . . . . . . . . . FULL HEIGHT .7 . . .. . . . . . . . . . . . . THREADED ROE ALWAYS PLACE 'T'tGOAL POST. FASTEN TO STUD . .. . . . . . . . . . . . Lou Pontigo and PA SEE PLAN Associates, Inc. F TOP OF ROUGH RINO SHANK NAILS 0 12" O.C. SEE PLAN H OPENING I 'l 'TEXTEND HEADER TO 1_4 '. - , a lo EADER AT Ck WITH 2—ROWS OF 16d GARAGEHEADER, GARAGE HEADER, A2)20ga STRAPS HEADER TO JACK "ACH GARAGE DOOR THRU La 4i-1 i� FAR SIDE OF WALL 420 Osceola Avenue I ATY -7 r--6x6 OST AS SHOWN. Jax. Beach, Florida 32250 UPRIGHT BUCK DIRECTLY INTO _'_ST D PACK, PER GARAGE DOOR (2)2x6 KING STUDS H TT5 W/ V X Ph. 242-0908 Fax.241-9557 %* THREADED ROD—\ .$q IPLIER 4'—O"X4'—O" PIECE OF WALL F L: CA#8344 SO CA#3579 (2)2x6 JACK STUDS .-F , EPDXIED 12" SHEATING INSTALL AT UPPER 0 (2)MSTA24 (2)2x6 CORNER 1" BELOW GARAGE HEADER (Z TA24 JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A HTT5 w/ SHOWN) AND (2)2x STUD CORNER,\, THREADED ROD 0 EPDXIED 12" KING. 0 0 MIS FASTEN SHEATING TO HEADER wl 8d COMMON QE GALV. BOX NAILS P.T. SOLE PLATE,,, IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING ALWAYS,.P.LACI" (STUDS, BLOCKING & S1 LLS) TYP. % GARAGE SOLE PLATE HEADER AT ... \GEN .0 50 FLOOR ANCHOR THREADED ROD TOP OF ROUGH Oki EPDXIED 12" OPENING SOLE PLATE—/ JACKS AND KING DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS No. 6 % S _4 GARAGE WING WALL SECTION ANCHOR STUDS PER PLAN. A THICKENED SLAB EDGE . 1. - f;,. " - - B x6 PO AT GARAGE OPENING. ST WITH ABU66 w/ 5/8* THREADED ROD SOLF, A E AN b Ti CHOR, 4 EPDXIED 12' MIN. AV .A A.: `%A (t OL�!E ICKENEO SLAB' EDGE �T NOTES: TH GARAGE 'OPENING.! 1. ALWAYS PLACE GARAGEJkEAUg AT TOP OF ROUGH OPENING. GARAGE IMNQ WA L ELEVATION I V- 4 Of. is' Christopher Sabourin PE FL PE#71461 REVMM DATIE GARAGE WING WALL FRAMING LESS THAN 121 G,�RAGE CENTER WALLFRAMING \Z2.2j SCAI E: 3/4" V-0- r�&I�I�SDET�AIL ONLY APPLIES WHEN NOTED ON PLAN OFFICE COPY CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO KING STUD TO TOP PLAM, MAKING ANY STRUCTURAL REM SDWC15600 SCREW. MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU POr1MG0 a 0 STU TO SDWC1 56 ASSOCIATES MAY RESULT IN SCREW. ADDITIONAL ENGINEERING OR a 32" O.C. INSPECTION FEES. STUD M TOP PLATEP STUD TO TOP PLATEo SDWC1 5600 SCREW. SDWC1 5600 SCREW. 0 32" O.C. z STUDS TO TOP PLATE STUD M BOT PLATEm 0 320 O.C. BOT PLATE TRUSS SDWCI 5600 SCREW. SPLICE 2x6 x 4'-6" P.T. SYP NO.2 0 320 O.C. TER TAIL TO EACH ROOF EXPOSED RAF Y4 7 x 4W L G SCREW 0 24" O.C. WITH ROUN WASHER TRUSS HEADER TO JACK STUD- AT EACH FL R TRUSS 1—MSTA24 0 p Ln PRE—ENGINEEWD- WOOD ROOF TRUSSES. 2x6 SPF BLOCKING 12d II 130T PLATE TO FRAMING ILS WIW NA ROT PLATE TO FRAMING CS180 32" D.C. Ito BELOW CS180 32m O.C. TUD TO ROT PLATEo 1< STAG& -0 TRUSSES PERPENDICULAR TO WALL ABOVE SDWC1 5600 SCREW. SOFFIT, SEE BOT Pl.ATE ED X ARCH. 0 32" O.C. SCREW Xw NTH R WASHER -- ------------ ------------ AT EACH FLOOR TRUSS U LU ------ ------- DOUBLE 2x4 P.T. SYP TOP PLATE FASCIA ;-T SHEATHING MAY TERMINATE AT TOP OF DBL. TOP PLATE. TRUSS OR BEAM PARALLEL TO WALL ABOVE Uj RAFTER TAIL DETAIL WALL STRAPPING DETAIL WALL STRAPPING DETAIL T PPIN D 'L 0. THIS DETAIL ONLY APPLIES WHEN NOT� 9N�B VSO.V THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN SCALE:13/4" l'-0* D LL S OInPPL tD IDNPL�AN �� THI ETAIL IES HEn 000 Uj z 0 0 A MISIC j FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. Jt PLAN NAME CUMBERLAND—CARIBBEAN DESIGN/DRAWN/CHECKED Ap, CS / JB /LAP DATE 05.05.16 SCALE AS NOTED LPA No. L-16-003 9 CONTROL No. N/A SHEET S002 �,�S H E�ET3�OF�9 �� PO E i'O�N CREW.—/ O_C. 0 32�_U II TRUSS R 12d iM '0 r WI N A10LS SYMBOLS LEGEND ---- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and BEAM OR TRUSS, SEE PLAN Assoc i a tes, I nc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 F L:CA#8344 SO CA#3579 VAR 1 49 Masons Mass 00 CO 'POO N Jo No 1 1 MONO FOOTING TO ST E F STEMWALL w/ 2-#5��O'; 3 "o '�-_.M* R.", -0 2 to MI 0 010(\, to DOWELS EPDXIED 6 N.- SjL S1.01 S1.01 Al �7/ON I- 6w5'2&A,AjA A^A C h r 1 s t o p er a ourin X Z X I �Si.01) FL PE#7-1461 r r7"B _j DA-M S1.01 0) .1 1 PROVIDE SAW CUTS PER I 0 2/S1.O, BUILDER TO ,I COORDINATE WITH FINISH 13 \'S1.0) I FLOOR MATERIAL. $_1 i to to to 3P-3*l L, 10' 6-1 ,2v-15 J* le 5 1 w J* V 11 5 1 13p-4 7 1 OFFICE COPY 01 SAWCUT S1 3 01 �FIEW ALTERA71M FCONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIORTO S1.01 MAKING ANY STRUCTURAL FIELD I MODIFICATIONS WHICH MAY VARY C1.0 FROM THE INTENT OF THE ORK31NAL < CONSTRUCTION DOCLIVIENTS.ANY Cn FIELD ALTERNATIONS MADE PRIOR TO mmw BEING APPROVED BY LOU PONTIGO a D F 0�1 ADDITIONAL ENGINEERING OR INSPECTION FEES. STAIRS BY BUILDER. < _j < C_ z L 22 -lot F3.5 S1. STAIRS BY BUILDER. -------- - - r I I Uj L 6 F2.0 S1.01 6 PAVERS S1.01 BY OTHERS STAIRS BY \VO 1 BUILDER. F Uj I PROVI E 2-#4x4 -of$ SLIDING GLASS DOOR 4"', CONCRETE '.;LA[3 S1.01 CORNE CRACK BARS _�_FIBE�MESH @ 1.5 YD. AT SLAB MID-DEPTH. FRAMES MUST BE RECESSED OF CONCRETE OR 6 .1.4xW1.4 SEE ARCHITECTURAL PLANS WW FOR LOCATION OF SLIDING ON .6MIL VAP,D RIIIER S1.0 IN, PREPAREP GRAIN". GLASS DOORS. mm ^9 .01 21 -�01 7 2x8 FLOOR FRAMING 0 16 to 0.C.. Uj 00 I Z _j 1 Z I > 1>11 "I 1XI 1>11 1XI 14 CONCRETE STAND CONCRETE STAND OFF OFF PAD, SEE S1.01 PAD, SEE DETAIL DETAIL 10/S1.01. 10/S 1.0 1 (TYP.). 0 POST, SEE PLAN FOUNDATION. PLAN SET DIRECTLY ON _010 SCALE: 1/4" 1 STEMWALL w/ ABU66. 2x8 P.T. LEDGER. FOUNDATION FASTEN TO STEMWALL W/ 5/ " THREADED ROD 8 PLAN DECKING PER EPDXIED 4" MIN. @ 16" O.C. ARCH. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS d P.T. 2x8 SILL PLATE UNCLEAR REFER TO THE It I A ARCHITECTURAL DRAWINGS OR ATTACHED w/% to JOIST SEE PLAN-/ THREADEDRODS @ 48 Tel 711� z . 4. PLAN NAME O.C. EPDXI -4w MIN." ED SIMPSON LUS28_/ UMBERLAND-CARIBBEAN FOOTING SCHEDULE AND NOTES H 3. HANGER rc DESIGN/DRAWN/CHECKED TTOM BARS DEPTH WDTH LENGTH TYPE CS JB BO LAP i f_opt DATE 3 #5 EA. WAY BOT. 29-01' 2p-O*9 F2.0 4 8" STEMWALL d. it-off 3-#5 EA. WAY BOT. 20-6" 2)-6#0 F2.5 10 4 05.05.16 SCALE w/ 1-#5 it k t: -on 0.C. 3-#5 EA. WAY BOT. 39-0" S-000 F3.0 @ 48 Ox2O" CONCRETE -#5 A i as L -on 4-#5 EA. WAY BOT. 31-6" 3'-6 F3.5 FOOTING w/3-#4 LPA No. of 4-#5 EA. WAY BOT. 1'-0" 4'-Ow 4p-Opp F4.0 20 I TOLL-16-00329 -on 4-#5 EA. WAY BOT. 1 41-6" 4'-6" F4.5 CONTROL No. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITSp ELECTRICAL EMBEDS, N/A STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE SHEET IN FOR PORCH SECTION REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. SCALE: 3/4" 1'-0" .0 j S160 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE NTH ASTM D 1557. woostass"t -Vol 1 .q 777 1^3 Oslo, 57 Ago& TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CO NER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1-#5 CONT... PROVIDE 8" CMU OPEN BOTTOM LINTEL SOLE PLATE ANCHOR, Lou Pontigo and 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 7B/S1.01 BLOCK w/ 1—#5 CONTINUOUS SEE 3/SO.O Associates, Inc. FOR TEMPORARY BRACING LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN AL 420 Osceola Avenue PERMANENT LATERAL SLAB ON GRADE, 51 1 SLAB ON 4 1.ax. Beach, Florida 32250 SUPPORT DETAIL. -—————— r 2 SEE PLAN. DEf SEE PLAN. .4 111loof GRADE OR CONIC. 111111 00�\ SLAB, SEE PLAN. V,� \>-\-, 4-- 8" CMU STEM WALL W/ SLAB ON #4 DOWEL TO MATCH VERT. \GEN SHOWER PAN SLOPES TO DRAIN, SEE ARCH 4 4 4 VERTICAL DOWELS 0 2 4" 0.C. V 90' BEND INTO FTG. STEMWALL SCHEDULE STEMWALL REINFORCING (SEE A GRADE PLAN. MAINTA No.7 441 SCHEDULE) w/ 6" HOOK INTO I N 4- MIN. SLAB THICKNESS. Z ' CmU .. . 4 1 — ) -- ,\-� SEE PLAN ,, REINFORCING FOOTING. LAP VERT REINFORCING 005 COURSES -4 4 COPY Uj 4 OFF.�_ 25" IF 5,TE.MWA, LL IS GREATER ICE E F V S 1 TO 6 #4 VERT. 0 48-O.C. 0 In C) 0 #4 VERT. 0 24-O.C. J 7 TO 10 THAN (5) COURSES. SEt CONCRETE 11 TO 12 #4 VERT. 0 8 to 0.C. CONT. CONCRETE FOOTING to FOOTING k3 CLEAR 0 all 1-STORY, w/(2)#5 CONT. T STEMWALLS OVER 6 COURSES TO 8"d x 16"w___7 4- - _ YP HAVE TRUSS TYPE HORIZ. JOINT L.2-STORY, w/(3)#4 OR (2)#5 CONT. 10 0 Christopher j Sabourin PE REINF. BETWEEN EVERY OTHER 10"d x 20"W x20" FL PE#71461 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. DATFE STEMWALL FOOTING I/�2 FOOT11',JG W/ SHOWER RECESS GARAGE STEM WALL S1.01 SCALE: 3/4" 1$—of$ S1.01 (IF REQUIRED) S1.01 (IF REQUIRED) rFIELD ALTMAIMN CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO TYPICAL WALL FRAMING BEING APPROVED BY LOU PONTIGO a ARCH. 4 ASSOCIATES MAY RESULT IN AND ANCHORAGE PER' (4" MAX.) ADDITIONAL ENGINEERING OR INSPECTION FEES. CONSTRUCTION SPECS.��_ EQUAL TO SLAB THICKNESS. 78 @ SLAB RECESS BRICK VENEER IS SLAB ON 4d 1.04, 1 -.I 'GF ACCEPTABLE WITHOUT ?�ADEP 2� J. r StE PLAN. WALL FRAMING INCREASE OF FOOTING x 4< d -94 1 DEEP SAWCUT w < 00 SLAB ON GRADE, :2 SEE PLAN 2-#5 CONT. ELASTOMERIC SEALANT WALL FRAMING-\ SIZE. Uj STEP, SEE ARCH. PLAN. 'A ik / -SLAB ON 00 z A' , . . V 45 77, --———— - —Z7— __ �7,�. . GRADE, SLAB ON 1 4 -------- 'SEE PLAN. 4< ALT.�"FOOTING-' AT L GRADE, _-N C14 co Uj BUILDERS',-01SCRETION. "'SEE PLAN. 7\\ NOTES: 4 4 1) PROVIDE SAWC TS TOI :CREATE #3 @ 48" O.Q�.i',108 APPROXIMATE 12 X 1 'SQ.� ROD CHAIRS (TYP.) 2) SAWCUT CONC SLAB WITHIN' 4 TO .7 12 HOURS OF PLACEMENT. OPTIONAL 800 xi 6" 3 12 wA2)#5_-_4QQNT. —STORY, w/(2)#5 CONT. '2" FLAIR 8%20" 8"xj 6 1 —STORY, w/(2)#5 CONT. 2—S oo TORY, w/(2)#5 CONT. J 2 STORY, w/(2)#5 CONT. 8%20" MONO. FOOTING AT STEP—DOWN SA CUT DETAIL JNG AT INTERIOR r7 r7 MONOLITHIC EDGE FOOTING r5 W BEAR so VNZ� .01 / V1-01,1 SCALE: 3/4 1 INIZL.�01 ��-o 1 8x8 PRE—CAST LINTEL, W/ 000 LU 0 Z N FLOOD VENT,--. SEE NOTES ABOVE STRUCTURAL 0 JAMB REINF. U POST ABU66 3/4 of MATCH DOOR 4 PAVER BY POST 12 X10"X10" _M, SEE ARCH RE WI CESS 5 OTHERS BASE CONCRETE BASE Ise BOND BEAM w/l—# SLAB ON WALL r 4. G R A D E t U E''.t fl:_.": LI r=__.1 i L VERTICAL 2—#3 STIRRUPS I/ SEE PLAN. —ELI I PAVING MISC T MASONRY �BUILDER z BY V 4 LL w/ STEM WA 12"x1 2" 1#5 CONT. F MING 1 #4 @ 48" O.C. IDETAIL 10B GRADE OR CONC. T. - - E.J. m 10 . 1 .�� \�>, Ul= RIAL SLAB, SEE PLAN. 4ATE DETAILS FLOOD VENT NOTES: 1�0 .4 SLAB ON 1—#5 CON GRADEV 2r d —THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS �71 SEE PLAN. ABOVE THE ADJACENT GROUND LEVEL. 4 .4 DO NOT SCALE DIMEINSONS FROM —OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS THESE DRAWINGS.IF A DIMENSION IS _11HICKENED EDGE UNCLEAR REFER TO THE X8" MANUFACTURED BY SMART VENT. SMART VENTS -APPROVED ARCHITECTURAL DRAWINGS OR OR,, 'Vv/ 1—#5 CONT. DETAIL 1 OA EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF (2)#5 CONT. COLUMN STAND OFF PAD UMBERLAND—CARIBBE 2" THICK: x' 2091 W DI PLAN NAME rc AN DESIGN/DRAWN/CHECKED CS FLOOD VENT DETAIL PORCH STEM WALL TH DATE KOTO� CONCRETE PEDESTAL AT BOX COLUMN ICKENED SLAB 05.05.16 SCALE SCALE: 3/4" 1'-0" —OPP SCALE: 3/4 -�01 \.�-o 1 �\�-O 1 AS NOTED \111, -�01 LPA No. T —16-00329 OLL CONTROL No. N/A. SHEET S1001 SHEET 5 OF 9 A, SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LIN DESIGNATES SlDE OF WALL THE sm 3 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. *IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER OF PLYS & JACK/KING STUDS NEEDED (2)2x8-1/2 FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, I nc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue jax. Beach, Florida 32250 BEAM OR TRUSS. SEE PLAN Ph. 242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA#8344 SO CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 V A307 DIAMETER THREADED No. I ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 !P-it. 00 A307 DIAMETER THREADED A- ;WALL 5 T P ROD TERMINATES AT FIRST FLOOR SHEATH WALL CONTINUOUS & TOP PLATE, SEE DETAIL 12/SO.1 OR (2)2x6 SPF#2 PER I DETAIL 5F/801.1. 4404041060 THRU BUMP OUT WALLS. POST. (2)M-1/2) (2)2x8-1 C(2)M--�l/1 (2)2x6 1/1) SIMPSON HTT5 SEE DETAIL 15/S0.1 % It %I Ak Christopher J Sabourin PE OSB WALL FL PE#71-461 (3)2x6 SPF#2 SIMPSON DTT2Z SEE DETAIL15/S0.1 0 SHEATHING. POST. 0 r RaISICM DA 0 io 04 SIMPSON LTT20B SEE DETAIL15/S0.1 bi SEE DETAIL > 0 N m 3/SO.2. 12" LONG LIGHT GAUGE STRAP < X LSTA12 FASTEN TO TOP PLATE AND STUD If, N WITH 5-10d COMMONS 00 0 04- 1* XIII 10 < SHEATH WALL CONTINUOUS WALL STUD SCHEDULE Cn FASTEN TOP OF WALL 1 THRU BUMP OUT WALLS. 00 14 I C14 PLATE STUD SIZE PER DETAIL 5F/ LOCATION HEIGHT & SPACING V) U_ 0 Z) a- 0 160 O.C. �RaD ALTMATUN IN, _j to EXTERIOR 9 2x4 SPF#2 CL Ill U) MAX 10,_1 2x6 SPF#2 0 16* O.C. 2c CONTRACTOR SHALL CONTACT LOU EXTERIOR PONTIGO Et ASSOCIATES PRIOR TO (0 CL 0 X MAX 2X4 SPF#2 0 12w O.C. iD X 0 L MAKING ANY STRUCTURAL FIELD C*4 101-1 TO MODIFICATIONS WHICH MAY VARY N1.1 EXTERIOR 2x6 SPF#2 0 16* D.C. 04 V) FROM THE INTENT OF THE ORIGINAL do& \-SEE DETAIL 10#-0. x4 SPF#2 0 16* O.C. CONSTRUCTION DOCUPAENTS.ANY N 2 FIELD ALTERNATIONS MADE PRIOR TO MAX BEING APPROVED BY LOU PONTIGO a 0 SHEATHING. N 2/SO.2. INTERIOR 12*-Om 2x6 SPF#2 0 16m O.C. X ASSOCIATES MAY RESULT IN MAX 2x4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR _(5 #2 INSPECTION FEES. (5 (3)2 X, P _(5 x6 SPF T_ NOW& POST. P X 04 1.) WALL STUDS SPEcinED ON PLAN SUPERSEDE THIS TABLE SEE DETAIL N (2 x 2/1 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. 1/SO.2. CONTRACTOR MAY INCREASE STUD SIZE TO MEET 6x6 SYP#2 POST W/ABU66. ARCHITECTURAL REQUIREMENTS. SHEATH WALL CONTINUOUS SEE DETAIL 2/S0.1 (TYP.). 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z V2x6 9X () N YELLOW PINE. 3)1.9- SPF#2 __Lj L THRU BUMP OUT WALLS.N� 1% WAL to - 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. LD (Q�Q PO X Y) V) 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS (2)2x8-2/1 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16- O.C. V) X MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT SHEARWALLS N Uj C(2)2xl 0- COMBINED USE PANEL NOTES fn HEADER TO JACK STUDS X V X 1. EXTERIOR WALL SHEATHING SHALL BE Lq 04 04 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST > w/MSTA24. 11-% N 1 04 TOP PLATE. SEE DETAIL 1/30.1 FOR SHEATHING 01 In STUDS n SPLICE LOCATIONS FOR MUL11 STORY COND11IONS Uj < S I A M (D 2. SEE SHEET SO.0 FOR WALL SHEATHING Z L.Li 0 w/DTT2Z. SPECIFICATIONS. Do LL_ 0 3. UPPER MOST TOP PLATE SUPPORTING ROOF V_ < - MEMBERS SHALL BE STRAPPED AS SHOWN IN V) X %j STRAP HEADER V) DETAIL 1/SO.O om X :D N ( j C`� PER 7/S0.1. F- 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N f) CN4 % 3/SO.O LU jr, LO 2 N :DD (0 X 04 2 GENERAL NOTES Lf) n CP N U) 1. SEE DETAIL 2/SO.O FOR WA U) LL FRAMING DETAIL. ....................... 3: 0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROMDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. X N 6X6 SYP#2 POST W/ABU66. Uj �,65)2 X I SPF#2 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SEE DE SHEATHING SPECIFICATIONS. POST. TAIL 2/S0.1 (TYP.). 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE CD 1 0.1 It _j PLIES BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O ?)2x8-1/2 C(2)2x6-1/1� ((3)2x12-2/2) C(I SEE 3/S0.1 FOR BEAM 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (3)2x6 SPF#2 CONNECTION (TYP.). 3/SO.O SEE 3/S0.1 FOR BEAM POST. 5. AT SHEARWALLS, PROMDE DIAPHRAGM CONNECTION (TYP.). ATTACHMENT PER DETAIL 5/S0.1 P1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS C -18 STRAPPING DETAIL S CS1 8 STRAP w/ 10" FIRST LEVEL WALL 'FRAMING PLAN END LENGTH. FASTEN IST FLOOR SCALE: 1/411 10-000 THIS END w/ 9-10d. FRAMING WALL FRAMING ---------- PLAN NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES DO NOT SCALE DMENSIONS FROM OR JOIST. THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE z WALL FRAMING Uj ARCHITECTURAL DRAWINGS OR _j END LENGTH. FASTEN CS1 8 STRAP w/ 10 PLAN NAME THIS END w/ 9-10d. rcUMBERLAND-CARIBBEAN DESIGN/DRAWN/CHECKED SOLE. PLATE ANCHOR SPACING SCHD CS J13 /LAP ALLJ EX"ERIOR WALL 42" 0.C. DATE UQESS'�OTHER NOTED 05.05.16 OFFICE COPY SCALE §HEAR'WALLS 24" 0.C. (!.SW 80(PSO/6") AS NOTED LPA No. WHEN NOTED ON PLAN SOLE PLT 0 TOLL-16-00329 SEE NOTE 2 CONTROL No. j INSTALL SOLE PLATE ANCHORS PER DETAIL N/A 3/30.0 SHEET 2. AN-�HOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT 0 36" 36" ON-,CEN TER SPACING S191 SHEET 6 OF 9 D L ION PO� SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NQTES- I. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 4. VMEN USING (2)H2.5T CLIPS ON 11/2* WIDE LUMBER. PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and Assoc i a tes, nc. TRUSS 420 Osceola Avenue 2x4 X—BRACING OVERI FASTENING DETAILS Jax. Beach, Florida 32250 SHEARWALL. PROVIDE* X BLOCKING AT TOP & Ph. 242-0908 Fax.241-9557 BOTTOM CHORD OF FL:CA#8344 SC:CA#3579 10 1 TRUSSES. SEE DETAIL 10 SO.1 SO.1 1/S1.2. SOA OFFICE COPY (2)HTS16 .......... T07 F P1302 Uro lz� k1t FD C�o (D V_ 2 HTS1 6-- P1301 No 1 61 U_ U_ JUS24 N1 _-A 0) 0) Go Go I T081 C2 CD .,Cy T02 III 12 LL� LL LL OF LL U_ P1301 �JQS24 T081 T02 STUD DIRECTLY P1301 JUS24 TOP PLATE TO BELOW TRUSS �iDWC15600 STUD SDWC15600 T081 T02 C, I % I I i % C�l I I I V,I I lcn Chri stop her S a bou ri n P E 1 —4 It 1 0 111- 1 - U_ B01 FL PE#71461 T081 JUS24 T02 TRUSS TIE DOWN WITH SIMPSON SDWC P1301 DAM T083 r LJUS24 T02 7 Rafter to Top Plate shown SO.2 �.2 Truss to Top Plate similar '4x8' 'VERTICAL S�r�NAB 2x -JUS (2)HTS1 6 P1301 �EACH SIDE OF WEB. SET T083 if/ T02 ma ON TOP PLATE & FASTEN TO WEB w/2— ROVIS OF T083 10d @ 6" O.C. STRAP TO T03 3(7 WAL w/(4)HTS16. Li _j I 1Z 11 CD N T083 Un V2 I V) 4 "t !,.* M ww I/ I N I I I t T03 F--I I I N, C14 CONTRACTOR SHALL CONTACT LOU _j THD26 STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR To BELOW TRUSS MAKING ANY STRUCTURAL FIELD T082 F T03 ax FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY LLJ THD26 F FIELD ALTERNATIONS MADE PRIORTO CLI F7 N`I-N 00 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN T089 F05\ < M T03 4 C Z/ .11A INEERING OR THD26 co P130 L_VA� INSPECTION FEES. 5-C 8 15 bl 1. Sloped-roof rafters may be sloped up to and including T082 F105 (2)HTS1 6-- T04 a 12:12 pitch and must be *birdsmouth* cut. N I T08 THD26. co PB01 2. Reference detail 4 for installation instructions. 9 1 � I I I F05 P M C\I C14 T_ I "*-N n n 1 CD C:0 C:1 C:0 C�o CD T04 . I 1� N PORCH CEILING z A, CD U_ U_ U_ U_ U_ U_ SIMPSON SDWC INSTALLATION RANGE 7 e / JUS24 P1301 SHEATHING SEE t - - - - - ---- U LD L CD Ch- I JUS24, P1301 4< LAJ T04 T09 IF05 2/S0.1 T091 F06 �7 0) Cal N F— US24, Min A 4 Cn "JbIw I T05 C*4 Sim. 4 CNI N T05 T091 F06 F- I)" 0 2 JUS24 --;iy— :a.-- I I ! - i,� I F06 S7 T091 T05 LJ JUS24 01 r2 T091 F06 T05 SO.1 JUS24 T091 F06 ti T05 STUD NOT DIRECTLY BELOW TRUSS JUS2 SDW T09 F05 U. F2' 1 Z�,-1 b- T05 Reference detail 2a for installation angle limit Uj In 4 AV Z Z .—A y z z z zi P1302 T06 [UfA F11 SDWC INSTALLATION (2)HTS16—/ 10 10 2x6 EXPOSED Rafter to Top Plate shown SO.1 (Truss to Top Plate similar) PORCH CEILING SOA RAFTER TAIL SHEATHING SEE SEE 6/SO.2. DETAIL 2/S0.1. 000 2x6 EXPOSED RAFTER TAIL SEE DETAIL 6/SO.2. OT DIREC TRUSS Do not install SDWC in hatched area SDWC15600 TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 1/2- MIN Ove A�anq 2" MAX STRAP TRUSSES AND ROOF RAFTERS TO BEARING —12D TOENAILS & 1—SIMPSON SDWC15600 W1 TH 2 SCREW UNLESS OTHERWISE NOTED SDWC INSTALLATION RANGE FLOOR AND ROOF TRUSS 2x4 CROSS BRACE FASTEN TO UPRIGHTS Rafter or Truss X** minimum edge ' PLAC PLACEMENT w/ 3-10d COMMONS. F1�110Q� AND ROOF TRUSS EMENT PLAN distance for full SCALE A" values (With or Splice may be in upper or PLAN without a plate ower plate splice) DO NOT SCALE DIMENSIONS FRDM z THESE DRAWINGS.IF A DIMENSION IS j UNCLEAR REFER TO THE Jr from top plate ARCHITECTURAL DRAWINGS OR spice Offset for full values STUD NOT DIRECTLY UMBERLAND-CAR 4-12d BELOW TRUSS PLAN NAME TOENAILS rc IBBEAN DESIGN/DRAWN/CHECKED CS JB LAP 2x8 BLOCKING :>< BETWEEN EA. DATE j TRUSS. FASTEN SDWC AT TOP PLATE SPLICE 05.05.16 w/ 4-10d NAILS. SCALE AS NOTED SHEARWALLA LPA No. A TOLL-16-00329 V CONTROL No. LATERAL TRUSS N/A X-BRACING OVER SHEARWALL SHEET S102 SHEET 7 OF 9 pti I 22Yj F7mM i M V.2 ^7 �RELD 15, )t M 00 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SV. -3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3* O.C. EDGE & 6" O.C. "IN THE FIELD* DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR I SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue BEAM OR TRUSS. SEE PLAN Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 ANCHOR LEGEND FL:CA#8344 SO CA#3579 V A307 DIAMETER FULL HEIGHT X THREADED ROD. SEE DETAIL 12/SO.1 --...... A307 DIAMETER FULL HEIGHT S N X5 THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED No 1 6 ROD TERMINATES AT FIRST FLOOR TOP PLATE. SEE DETAIL 12/SO.1 Z 00 S OF A307 DIAMETER THREADED V) A% ROD TERMINATES AT FIRST FLOOR 0 0 (95 0 % 4 TOP PLATE, SEE DETAIL 12/SO.1 04 N 44 (2)2x6-1/1 At SIMPSON HTT5 SEE DETAIL 15/SO.1 Ch ristop her J Sabourin PE FL PE#71461 V) SIMPSON DTT2Z SEE DETAIL15/SO.1 C� o DATE SIMPSON LTT20B SEE DETAIL15/SO.1 0 DATE _j LLJ 12* LONG UGHT GAUGE STRAP < 0- 1- - LSTA12 FASTEN TO TOP PLATE AND STUD U- 3: 3.1 WITH 5-10d COMMONS Z 0 Ld J r--111 WALL STUD SCHEDULE F- LiJ C14 V) M PLATE STUD SIZE < LOCATION HEIGHT SPACING X EXTERIOR 2x4 SPF#2 0 16* O.C. r"REW ALTMAMN C4 MAX 101-1 2x6 SPF#2 0 16- O.C. CONTRACTOR SHALL CONTACT LOU EXTERIOR MAX 2x4 SPF#2 0 12" O.C. PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" D.C. MODIFICATIONS WHICH MAY VARY IN% 14!-0* FROM THE INTENT OF THE ORIGINAL 10'-0* CONSTRUCTION DOCUMENTS.ANY 0 INTERIOR MAX 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a INTE IOR 12'-0" 2x6 SPF#2 0 16" O.C. QXE ASSOCIATES MAY RESULT IN MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR INSPECTION FEES. V) 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE C; 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. F- V) X CONTRACTOR MAY INCREASE STUD SIZE TO MEET I AL EQUIREMENTS. Cq 0 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z YELLOW PINE. Lq X < 0- 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. C14 U 0 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS z 0 TO CONCRETE SLAB w 16d MASONRY CUT NAILS 0 16" O.C. 4< V) MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT Ld m SHEARWALLS <r COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING CS18 0 EOTTOM OF STUD V) SPLICE LOCATIONS FOR MULTI STORY CONDITIONS U WHERE NOTED. SEE DETAIL U) - D C� 2. SEE SHEET SO.0 FOR WALL SHEATHING AT BOTTOM RIGHT OF PAGE. X 0 SPECIFICATIONS. 0 3. UPPER MOST TOP PLATE SUPPORTING ROOF F- MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.O U-1 0 < 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 4< 3: 0 3/SO.O r/ J GENERAL NOTES V) 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT C4RDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 00 00 Uj T- V- 2. SEE SHEET SO.0 FOR ROOF AND FLOOR (n (A 0 00 0 Q2)24-1/1) 0 SHEATHING SPECIFICATIONS. z 1* f1m i MEMO 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 00 - 00 f% PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES V) (2)2x6-1/1 (2)2x6-1/1� (n TOGETHER PER DETAIL 6/SO.O Cn 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 5. AT SHEARWALLS, PROMDE DIAPHRAGM ATTACHMENT PER DETAIL 5/S0.1 0 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL 1171 A �ECOND LEVEL WALL FrNJ-%M1NG PLAN, CS1 8 STRAP w/ 10" END LENGTH. FASTEN S'-'A LE: 1/4" V-0" THIS END w/ 9-10d. 2nd FLOOR ZiE FRAMING WALL FRAMING Uj PLAN NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES- OR JOIST. DO NOT SCALE DIMENSIONS FROM 31 THESE DRAWINGS.IF A DMENSION IS UNCLEAR REFER TO THE z Uj ARCHITECTURAL DRAWINGS OR WALL FRAMING 3 CONTACT THE E.O.R. CD CS18 STRAP w/ 10* LAN NAME END LENGTH. FASTEN THIS END w/ 9-10d. rCUMBERLAND-CARIBBEAN) DESIGN/DRAWN/CHECKED CS / JB /LAP DATE 05.05.16 OFFICE COPY SCALE AS NOTED LPA No. TOLL-16-00329 CONTROL No. N/A SHEET S103 SHEET 8 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAL41NO PLAN NOTESs 1. FOR TYPICAL ROOF SHEATHING ANO FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = 4. MEN USING (2)H2.5T CLIPS ON 11/2* WIDE LUMBER. PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssoc i a tes, I nc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 OFFICE copy **Mae, No. 1 1 2x4 SYP#2 OUTLOOKE,R a STAT F @ 24 X. Al OR IV STUD DIRECTLY nAl At T50 TOP PLATE TO IBELOW TRUSS i 9=2;�yz zz /Z 0 STUD SDWC15600 Christopher J Sabourin PE T51 FL P E#71 4 61 TRUSS TIE DOWN WITH SIMPSON SDWC �WVGK)NS DAM T51 J1 Rafter to Top Plate shown Truss to Top Plate similar T51 Optimal 22V SO.0 T51 (r 3V T51 �FIELD ALTERATM CONTRACTOR SHALL CONTACT LOU T51 STUD DIRECTLY11 PONTIGO Ek ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD 5 W TRI X"Max MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL E77MV 99zih" CONSTRUCTION DOCUMENTS.ANY SO.0 T5 FIELD ALTERNATIONS MADE PRIOR TO -r--9 ILL-, BEING APPROVED BY LOU PONTIGO 5600 TOP PLATE TO ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR STUD SDWC15600 INSPECTION FEES. T52 —roof rafters may be sloped up to and including 1. Sloped a 12:12 pitch and must be "birdsmouthm cut. T52 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE z T52 H H U 0 4< Ln T51 Uj T51 T51 Uj T51 r5 T51 SO.O/ STUD N DIRECTL�j BELOW TRUSS 11 SDWC 15600 Reference detail 2a for installation angle limit T51 SDWC INSTALLATION T51 Rafter to Top Plate shown (Truss to Top Plate similar) T51 00 C) STUD NOT DIRECT NT BELOW TRUSS 2x4 SYP#2 Do not install SDWC in OUTLOOKER" hatched area @ 241, 0.C. 0 SDWC15600 MIN 1 1/2 Overhan I'll g MAX TRUSS ROOF RAFTER NOTES: STRAPPING NOTES SDWC INSTALLATION RANGE 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING ROO - TRUSS' PLAC EM' ENT PLAN WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED SCALE: 1 /4" V-09# TONUISS PLACEMENT Rafter or Truss V minimum edge distance for full PLAN values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONS FROM z THESE DRAWINGS.IF A DIMENSION 5 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR V from top plate splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECT UMBERLAND—CARIBBE PLAN NAME BELOW TRUSS AN rc DESIGN/DRAWN/CHECKED CS JB /LAP DATE SDWC AT TOP PLATE SPLICE 05.05.16 SCALE AS NOTED LPA No. T —16-00329 OLL CONTROL No. N/A SHEET S104 SHEET 9 OF 9