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467 Selva Lakes Cir new roof for sunroom 2014 a I.. I� 'i , I r I1 �'I 1 4 it I � � s t91 I •� II 1 , w III f , i 11 I�. .. .d ,.r•,. +, a, r i sd ,I , „,.,• . , k + I j I ( I ,a ,§ , �:III,�I I..,. , j ,: TYPICAL WOOD. MEMBER - - x. , ,. � . 11�, , , DESIGN SPECIFICATIONS 1 11 i I' SYMBOLS LEGEND r I l I I• x , S x�< I.,ll ,II ,,r; I I, FASTENING SCHEDUL : I ,: li } 9a,! li ff p.tV III F. �,.,"I,p i, iv R,t rel-, iL`! -1 si. ,r ;.+ a: u-4.i' ., i' - DESIGNATES SHEARWA6�• THE HIDDEN ilfI I ODE: --------- I. t , LI , 1, 1;., „, DESIGN U. LOCATION CONNECTION - F WALL rHE � w: •;j i 1 •,,.� , 1_. , , I�, [, { _ FASTENER LINE DESIGNATES SIDE Q I I; ;, : ,.,,, I C 2010 FLORIDA BUILDING CODE RESIDENTIAL SW TO BE APPLIED. I„ { I II I I FFY,4 .`d I , SHEARWALL SHEATHING 011113111111 •� �' ! �I ,,! �` I r. I (3)16d I I 8d03' 6" / IN THE a4, �., CEILING JOIST LAPS OVER NAILING: 3" O.C. EDGE & 8" O.Cs. "8d 0 3 6 DESIGNATES 8d COMMONS ® a FACE NAIL ' 11` I PARTITIONS FIELD" a; �; • II f „ DESIGN DADS: ACTUAL AND UNIFORM (4)GIJN NAIL1 I I , ;; DESIGNATES THE HEADER SIZE AND 310d ALL EXTERIOR WALLS AT ROOF RAFTER NOTES: STRAPPING NOTES �.K R=: a I'; ( ) NUMBER OF PLY'S DESINATES NUMBER, l COLLAR TIE TO RAFTER FACE NAIL THIS LEVEL ARE: (2)2x8-1/2 JACK/KING sTUDs Lou P o n t i o a n d ROOF 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING HEADER SIZE & 3 (3)GUN NAIL CONSTRUCTED OF 2x4 f Associates, Inc. F L�, I �, li �, ROOF LOADING (cd=1.25) - - I I 101 , �. k, I Ii �� PSON H2.5T UPLIFT , ,.;, - ; ', iI, I," it �'' I 'I j ; , , TOP CHORD LIVE LOAD 20 psf (3)8d' SPF#2 � 16 O.C. WALLI 11 WITH 2 12a TOENAILS 8C 1 SIM, ---- BEAM OR TRUSS, SEE PLAN pl :, I-I' ' I I TOP CHORD DEAD LOAD 7 sf ARCH SHINGLES RAFTER TO PLATE TOENAIL STRAP UNLESS OTHERWISE NOTED 420 Osceola Avenue I p ( ) FRAMING U.O.N. THIS 3" I ,Ir BOTTOM CHORD LIVE LOAD 10 psf (3)GU,N NAIL ), A307 DIAMETER THREADED ROD I I I BOTTOM L'HORD DEAD LOAD 5 psf 3104 WALL FRAMING COMPLIES ® PLATE, SEE DETAIL 11 50.0 O TERMINATES AT FIRST FLOOR TOP )ax. Beach, Florida 32250 I ii , 1: I I I roENAIL WITH DEFLECTION CRITERIA. / Ph. 242-0908 Fax. 241-9557 I I' I4 'II, I I I LSTA12 12" LONG LIGHT GAUGE STRAP F L:CA#8344 SC:CA#3579 I , I (4)GUN NAIL 2x8 SYP#2 ROOF JOIST © 24 O.C. ' 1 I , I j DEFLECTION CRITERIA: JACK RAFTER TO HIP FASTEN TO TOP PLATE AND STUD p { (2)16^d WITH 5-10d COMMONS11 I I il 1. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FACE NAIL i �� V ��: a l „ , I , 1 I I. I ; (3)cuN NAIL 1 SEE 4 51.0 1 �' I I , 1`ill; ,I SEE 4�S1.0 I, 51.0 °,.e a3ea�1�a�# I ii s<idiSHll. ;, sl.o FOR CONN. (2)1sa FOR CONN. - � , ` I I ;_ 1 ROOF RAFTER TO (2) PLY TOENAIL OR o�a2 ����"''r, I 2 2x6 1 1 � I i .a "„" RIDGE BEAM FACE NAIL \ ., r� a+7y+�: '� R I WIND LOADING: O � �'� � d I I 3 GUN NAIL l I ," I / / 9° tV I �`': ' , 'I II I� A ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. (3)1Qd F/// j i `•N , L, �II I I DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. JOIST TO BAND JOIST FACE NAIL 2 -1� " 2/ I FE4 0� d1� • 4; ; i I s I REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL (4)GUN NAIL k ® ` _•d .i a I I i. y I I I BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF 7 y �' ° 01 , LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BLOCKING BETWEEN JOISTS OR (3)8d S1.0 R 7 6 •'s ti N /// +�J'J I � END NAIL � 1� � , . I .\ N a I RAFTERS TO TOP PLATE 4 . , 1 I i 3 GUN NAIL =w, a ,�~t I :1i s ° ,e , - ' I 5 I , BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH EXISTING WALL8y � s°� T., as° . .� N , ---------------- 1.00 7 �, : � �.,.. o �. a' I', I � �I� ': I` '� I � IMPORTANCE FACTOR 8d © 6"O.C. ra " i LE PLA V Y SO TE VERIFY----- '�. ..,y ," , I I j` MEAN ROOF HEIGHT 20.0 FT RIM JOIST TO TOP PLATE TOENAIL S1.0 I r I II, I 1 (3)c N NAIL 6"o.c. ANCHORS © 48 O.C. 7� a6 �' �' l 11.. ROOF PITCH -------------------- VARIES E I ' �')BilyBSa9'T 69540 _ , Luis A. Pontigo, P 11 I I a 1 I I BUILDING CATEGORY ---------------- II TOP PLATES LAPS AND (2)16d 5 � F L P E#5 3 31 1 I -- ---------- FACE NAIL I I: EXPOSURE CATEGORY - - C INTERSECTIONS 51.0 (3)GUN NAIL 0 6"O.C. T I . I I I � ENCLOSURE CLASSIFICATION -- ENCLOSED XISTING 2x8 SYP 2 LEDGER. 1 V 1 11 I i; INTERNAL PRESSURE COEFFICIENT ---------- t .18 (3)8d TRUCTURE - # REVISIONS DATE11 . I CEILING JOISTS TO PLATE FASTEN w 7-10d I ( I , , I r TOENAIL EXISTING WALL I I COMPONENTS & CLADDING ALLOWABLE PRESSURES (5)GUN NAIL 2X4 RAFTER COMMONS C� 16" O.C. II �L 11 ^ m : 1 `I t o `I [lif VERIFY SOLE PLATE @ 16" O.C. � '., (3)8d �I ` I;. �I ( "} ,I 4 TRIBUTARY INTERIOR EDGE STRIP (PSF): JOIST TO SILL OR HEADER TOE NAIL ANCHORS © 48 O.C. Ill l G 1<I; tl 'I III y'I lI , I�I a I I r - AREA (sf) ZONE (PSF) a' = 4'-6" (2)GUN NAILS 11 k I ll II �; l I� 10 +25.6 -27.7 +25.6 -34.2 --- -- - -- -- -- -- _ I I: ,I I I`l I, I 2.. SUB FLOOR TO (2)16d BLIND OR ����.���i������i���i�� i�� Ti��i� i��/��i� � �l /�� /��/� i� / / III I I 50 +22.9 -25.0 +22.9 -28.8 J015T OR GIRDER FACE NAIL E I TI" G I I E ,i� 'I :iI 100 +21.8 -23.9 +21.8 -26.6 I'll ;I 16d 16"O.C' I I `'�" I SOLE PLATE TO TYPICAL S RUCTURE FIELD ALTERATION ', ' : } I ' ' THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASID). THE ABOVE JOIST OR BLOCKING FACE I I, t , tl <I h (3)GUN NAIL 0 8"O.C' I• i I I, I WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE FIRST FLOOR FRAMING PLAN ROOF FfV�MING PLAN coNTRACTORSHALLcoNTACTLou II STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED (2)16d + PONTIGO a ASSOCIATES PRIORTO I` C� i END NAIL SCALE: 1 4" = 1'-O" SCALE: 1 4» = 1,-O" MAKING ANY STRUCTURAL FIELD I I ' ` COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH TOP PLATE TO STUD / / I " {I, i' POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. (3)GUN NAIL FROM THE INTENTNS OFOF THE ORIGINAL " s "' �� i I i , I ' • 4 8d FIELD ALTERNATIONS MADE PRIOR TO 1 LINEAR INTERPOLATION IS PERMISSIBLE. O CONSTRUCTION DOCUMENTS.ANY i BEING APPROVED BY LOU PONTIGO a I i :� i P h TOENAIL FRAMING NOTES: ASSOCIATES MAY RESULT IN l • PLUS = PRESSURE AND MINUS = SUCTION. (4)GUN NAIL ADDITIONAL ENGINEERING OR 1, I �, I STUD TO SOLE PLATE 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 3/S1.0. NSPECTION FEES. d 1 E f '' THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE (2)16d f • 1 DESIGNED FOR EDGE STRIP PRESSURES. END NAIL 2. ALL BUILT-UP POST; HEADERS & BEAMS SHALL BEE 3 GUN NAIL I I I � O FASTENED PER 6/S1.0. I 1 ` !; I DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 1 1:1TYPICAL FASTENERS III I I' I I� i I { RHEPA0f30VELINOT�D POSITIVE D�NDDNEO NEGATIVE PRESSURES. & SHALL MEET 3"x0.131"0 = GUN NAILS 2"0.113"� = RINK SHANK I� I r n h v I I I, I 2"x0.113"U� = 6d 2�/2"x0.131"4 8d s I I ,'I+I I I I I °�; ' _ 3"x0.148"O = 10d 31/2"x0.162"O = 16d k 1 P r1 �"�, i I 11/2"x0.148"O = 10dx11/2" 11/2"x0.131"O = 8dx16/2„ , I ) I I I, , 'L; I I''�i i , I I` 1I,I :E L.L.I i t C i � � ,I i�� 11 i 1 1. l"I l, "I I i i j �:1 i " GENERAL NOTES Ft , E` ,' `'` II CONSTRUCTION SPECIFICATIONS O U al 1 14 1 n ly a °.',j 1 1s1 I '.�. 1 2x8 SYP#2 LEDGER. ij hI' I ' 11 + II FASTEN w/ 6-10d IIiiIii i I ari :tll61 II If i1 I { GENERAL NOTES: _ COMMONS 0 16" O.C. .j I t,, . .I I , 1. i , , �. ROOF SHEATHING SPECIFICATIONS: ,, I . , > , ` N. ,. ,. K ii ' f ._ _ . _.v . „-..a a 5 ..,...,.. z .... ". . - 1: Ln H � . . ....:.,.,...:_, .. - t ..-.._, __... - ,. ,...... _ - ..., .... a.. 5. 1. ... .. ...... ..... .. c. .,::, _.,_.....,. .,. a t :.,,,. t ETHODS. SHINGLE- MIN. 6 _ , , t _ MEANS AND 24 1 APA �3 .,,.,._<, ::......., �,� -- .:: . ._,..,,. E S UC URAL ENGINEER SHALL NO HAVE CONT OL,OR,BE;RE5P0 BLE RATED 11:,OSB::O PLYWOOD SHEATHING TH TR T T_ R NSI R _ . _...,, _ .,.. >.. „ _. _ -, �. W .. k e � A .. .. � _ .�. 4. X3--,3o-.... tom.. :-. QT E 5 ON M N METHODS EC f FOR CONST U I T HNI UES PROCEDURES OR _ __ „__ _ ,_ R _ _. ,, Q NA L D w <0. 13 G S _.,. � . , . .__. .. _. ,v . , ,. _ ,. I E 1 x2 RIN HANK .a<. �-�.. ,.._ . �. ( __ SEQUENCES, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EXISTING ! ,. .,, :, �, I I I NAILS C�➢ 6 'O.C. EDGE a4cy6 O.C. :z. .-, . k OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF WALL STUD - "� : i THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT FIELD (AT GABLE ENDS DECREASE TO REMAINIj 1 5, V r I I . I - - I i 7YPICAL TOP PLATE NAILING: EDGE NAIL SPACING TO 4" GE). FASTEN ALL TOP PLATES U DOCUMENTS. TYPICAL LAP SPLICE: ele 1 WITHIN 4'-0" OF ROOF EDGE). 7-16dIF - I I TOE NAILS - T_YPICAL STUD NAILING:0.131 x3' END NAILS: TYPICAL HEADER NAILING:0.131X3" TOE NAILS _ TOGETHER w/ (3) ROWS O LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF "� 2 3 8 16d OR 12 0.131" x3 I i s:, THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE /�� /� 307 7H RTICALLY AND ATTACHED TO O 2x4, O ® 2x6, (4) ® 2x8. 2X6, 2x8 = (5) NAILS OF .131x3 12" O.C. STAGGARD, A READED RODS, ORIENTED VE I � : q.l I $ I' , LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, ��'� „ „ 9" LVL, 11" LVL, 2x10, 2x12 = (7) NAILS . .I �- .j (a � . . 11 ,. , ;.;., I. , c ,. / THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY 6 MAX. 6 MAX. SPF#2 DBL. 0" MI .. I I;,I h I� ;;I. '19=I WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. 14" LVL, 14" LVL = (9) NAILS SYP#2 HEADER, 4'- N. x ' I.! I It1= ` ` ila•I:Ii 11 t I' .. i HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED / FASTEN ROOF TRUSS TOP PLATE PER PLANS r � (U xill , t I'.I i'o t i , ": II ,a: {'i. I r ' ;'I. •• " .i .. n PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT � \ RODS ARE TO BE INSTALLED A5 INDICATED ON PLAN WITH A ( r I ;t( , SHEATHING CONNECTION AXIMUM SPACING OF 6'-8". PROVIDE A 2x2 xYs WASHER FOR w/ UPLIFT CONN. LONG A '^ A A Q Q , ¢ IE aj; !`.I ''I 1, I SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY 2x4 SPF 2 WOOD I ' AT PLATE .a ENOUGH TO ENGAGE m I , I,; r, I�,: # I RODS AND 3"x3"x Ya" WASHER FOR RODS. FASTEN WITH A NUT Q W ;, ,, r , ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. I I STUDS. I � ( r , 1 BLOCKING w/ { AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED II ,I I I'G' I, 9 ,I.: i, 1s 1 '! ;; ,, H2.5T AND `� C 4-12d TOE NAILS IF HIGH SIDE OF WALL •C �: 'g° DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL DOCUMENTS 2 12d TOENAILS EACH I NUT. (TYPICAL) EA. END O IS A SHEARWALL i , { 191 1 II I I - , , { I III a { I'I I,I;I1�1 i` I` I I " I UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. SIDE OF RAFTER. > I \ / , INSTALL ADDITIONAL U I ' it '., i �'; I 'I `' / AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE /a ' U �� I 2 ROWS OF FULL HT ANCHORS. "I I`i I ; i i r �. MATERIAL SPECIFICATIONS: (8d COMMONS LARGER THEN THE DIAMETER OF THE THREADED ROD USED. THE J i E CENTERED WITHIN r1K I BLOCKING AT ALL NAILS 0 6' O.C. i ROD SHALL BE INSTALLED APPROXIMATELY HOLE. __ ___ ______ J HARDWARE AND ANCHORS: RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 __ ___ _-_-____ WALL SHEATHING ( r r ' I i : ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A SHEATHING JOINTS: TO TOP PLATE. _ INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL �I W ` I11 I. 11 WALL SHEATHING L.i� `I I 307 OR ASTM F 1554 GRADE 36. PECIFICATIONS: 2x4 FLAT WISE. FASTEN (STAGGER NAILS FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE DROPPED HEAD < a •• "AIRCRAFT" S EACH END BETWEEN ROWS. IF HIGH SIDE OF °I E. 0 & O GALVANIZED DESIG ED 19 A N WITH 2-10d SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS IF HIGH SIDE OF WALL QT WIRE ROP / / N 7x w A f n r / MIN. / 24 16, APA RATED �+ 1B / TOENAILS. ONLY ONE-HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 WALL IS \IS A SHEARWALL, INSTALL RouGH DROPPED HEAD MINIMUM FASTENER E.E. LIJ a� 111� - (a I I � I I MIN. BREAKING STRENGTH OF 7,000Ibs. & 14,000Ibs. RESPECTFULLY. OSB OR PLYWOOD SHEATHING, REQUIRED SHEARWALL OPENING OR SILL PLATES I Q AT SHEATHING ft.-Iba~ OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF DBL. 2x BLOCKING IN �r I , I WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B), FASTENED w 8d 0 6" O.C. ' c a'-4" 1 2x4 SPF 2 4 12d TOE NAILS \ I I ?' I CC / JOINTS FOR EXTERIOR � BUILDING; CONTRACTOR SHALL RE-TIGHTEN NUT TO 30 ft-lba OF FASTEN (2) FIRST (2) STUDS SPACES ( 1 # ( ) i I NUTS: SHALL BE N ACCORDANCE WITH ASTM A 563 GRADE A HEX. � LL- •I E , I EDGE AND 6 O.C. FIELD. WALLS AND / MSTA36 AT t*.,... G I I I METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ` ROD EMBEDMENT TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO 6'-4" (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS I ! SHEARWALLS / � INSIDE FACE "I IllEXTERIOR SHALL BE GALVANIZED. I STEM WALL: 8" INSULATION. FURTHER IT IS THE CONTRACTORS RESPONSIBILITY TO < 8'-4" (3)2x4 SYP #2 (1)A34 + (6)12d TOE NAILS < I . . I '', / INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING AFTER OF SHEARWALL FULL HEIGHT ANCHORING 1I RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR { \ OR BEND AROUND 12'-0" (3)2x6 SYP #2 (2)A35 + (6)12d TOE NAILS SYSTEM, PER PLAN ❑ 0 1, I I,11 I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /a" FULL HEIGHT ` DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR ENDS AT JACK AND KING STUDS, , E I THREADED ROD OCCUPANCY. PER HEADER SCHEDULE _ I LARGER THAN REBAR SIX AND /8" LARGER THAN THREADED ROD SIZE. 11 NON-SHEARWALL. v ° I' ANCHORING SYSTEM, I I ROUGH OPENING PER PLAN TYPICAL SOLE PLATE NAILING: I, I (U.0.N.) SEE 2/51.0 I I EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED AND 0.131x3" TOE NAILS: ANCHORING ADHESIVE: \ U EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE 2" MIN. 3 ® 2x4 4 ® 2x6 5 ® 8 I RED HEAD EPCON G5. T O O . ( ) 2x EPDXY. ISTING SLAB & \ l HREq FROM CENTERLINE OF ROD TO EDGE OF SLAB} OF 2" FOR 2x4 PT. SYP#2 ` p REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. DED RO SOLE PLATE SILL PLATES , STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FOOTING, TO REMAIN �/ gNCHOR�NG D FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT Q I FOR MONOLITHIC CONCRETE AND 8" EMBEDMENT FOR STEMWALL, , I I I WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. �� [EX "I i I WALL SHEATHING TO i CMU, AND ICF INSTALLATIONS. � V7 T a Il ( I I WOOD FRAMING SPECIFICATIONS: SOLE PLATE4 _--- ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, RAISE 1/a" FROM FULL HEIGHT ANCHOR INSTALLATION CHART T EXISTING FOUNDATION/ /� , I I ' CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN BOTTOM OF SOLE PLAN I '/Z"w x 6' LG (MIN 34" EMBED. ! FULL EDGE EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN: I ) g" i . _ AND FASTEN w Sd 0 F HT. TOP PLATE SILL PLATE CONCRETE WASHER EMBEDMENT /2 SECTIONS PRESERVED WITH SODIUM BORATE (DOT DISODIUM OCTABORATE / THREADED ROD ANCHOR BOLT �? ANCfIOR HOLE HOLE HOLE SPEC. DEPTH DISTANCE WINDOWS < 4'-4' - (1) ANCHOR 1 I I I : e ` TETRA HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE 3' O.C. DRILLED & EPDXY w 2"O x ' MAX. MIN. DESIGN i i i TREATMENT 15 USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED %" ROD 5/,,"0 '/2"0 '/2"0 2x2x'/e" 4" 8" 2" 3" WINDOWS < 8'-4" - (2) ANCHORS / �' }a. ' I I I GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS PLATE WASHER Q�FULL HT. WINDOWS <12'-4' - 3 ANCHORS 3 5 5 O ANCHOR CRITERIA f1 SHALL .BE STAINLESS STEEL. /2" ROD /a"0 /8"0 /e"� 3x3x'/a" 6" 12" 2" 3" WOOD FLITCH BEAM: H10F OR H12F. /2" CDX PLYWOOD ' e a' a FLITCH. FASTEN w CONSTRUCTION ADHESIVE AND NAILED. , a / " ROD 1"0 /a'� / ' 3x3x MONO S7 '' 1 2X4 oR 2xs 2X$ # GENERAL I ° I, I ROOF COVERING SPECIFICATIONS. / MONO STEM 2 3 �EM � �, I I` 1. USE SPF 2 OR BETTER FOR ALL WALLS. ° IlL ILITHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF II" 1 '' ! �` ,'I _ INSTALLATION OF THE ROOF COVERING SYSTEM. TYPICAL WALL SECTION 1'/z" 1'/z" OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 1 11� ( _� ! �� ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED 1 NOTES �'} - , ,y II ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. S1 0 2 FULL HEIGHT THREADED ROD ANCHORING SYSTEM (3) ROW OF 10d 3 -YPICAL WALL FRAMING u I NAILS 0 8" O.C. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ��� I j I i S1.0 • STAGGERED ° S1.0 ' c� s P FLOOR' ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S ' I ' REQUIREMENTS. __ ° � ' ILI ...P I 1; Ii, 11 , I ': , I STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE a ° N H2.5T ATfo ��� .. INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. 2x4 MEMBERS: EACHk •Yc ,_; • PLANS t•I 2x6 SYP#2 LEDGER. -- ° ° ° 2x4 SYP OUTLOOKER OUTL00KER j THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FASTEN w 6-10d (1) ROW OF 10d ® 24" O.C. € I I ` I INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. / NAILS 0 6" O.C. DO NOT SCALE DIMENSIONS FROM , U ,+ ,I EXISTING TIMBER COMMONS 0 16" O.C. STAGGERED THESE DRAWINGS.IF DIMENSION Is I 1: EXISTING STRUCTURE NOTE: FRAMED WALL ROOF UNCLEAR REFER TO THE I EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY 2x4 ROOF JOIST ° ° ° SHEATHING PER . 2x4 BLOCKING ARCHITECTURAL DRAWINGS OR I , LSTA12 STRAP 2x6 MEMBERS: , �? Ir \ CONTACT THE E.O.R ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE (2) ROW OF 10d PLAN I BETWEEN OUTLOOKERS ,` i 1L Ii" 1 ( STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW ROOF SHEATHING - , I. - NAILS 0 4" O.C. I - sl '•: I ; CONSTRUCTION OF ANY INTERFERENCES AND OR DISCREPANCIES THAT MIGHT NEW STUD SPECIFICATIONS 2x4 STAGGERED PLAN NAME ,I ' I I EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD WALL FRAMING 2x4 P.T. SYP#2 WOOD GARCIA RESIDENCE I ( 1 ( I , CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY FASTEN TO EXISTING BLOCKING RIMBOARDii� I NOTES 2 2x8 RAFTER DESIG /D ` ` II I i t , BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR TIMBER FRAMED WALL ------ - SE N RAWN/CHECKED I - �Il ;II E i I OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY i .. > >. 1. TYP. CONNECTION AT STUD E PLAN I ii I ;I , I',II:`. l,{ PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF w/ /a x4/2 LAG SCREWS 2x4 CEILING JOIST LSTA12 STRAP COLUMNS, JACK-TO-KING CS AOB LAP ,�I 1 / 4-12d TOE H2.5T ® 48" O.C. I w 1 �i WASHERS r " ill I' Ij I ;_ ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. w/5-12d NAILS ASSEMBLIES, CORNER POST, ETC. NAILS (2 EA ' DATE I Its, I,, ; s ; 0 32" O.C. EA. END OF EA. EXISTING - I I S I I .111 ' RAFTER. 2'-0" MAX. ) 02.14.2014 t . I I II I ;�:I I WALL STUD 2. SPECIFIED NAILING REQUIRED FOR SIDE r ` I i I�111 ,. °LI I I I, TO REMAIN EVERY PLY IN ADDITION TO (2) PLYS EXITING WALL SCALE I1.Cn ,1 ,i , � 11 � I 11 I � tI :'� S AS NOTED I I 5 LOWER ROOF SECTION 7 BALLOON FRAMED GABLE END OE NO. a I EW E I TIN s BUILT UP MEMBER FASTENING 1 4 N TO X S G I , , I FRAME WALL I I � . I I : i I 51.0 SCALE. N.T.S. 51.0 SCALE. N.T.S. I - SAND-14-00104 S1.o DETAIL s1.o ,., I I �' ARCH DATE , I 41.21.2014 t I {, SHEET € j: ;, I sto , i - I. :'l a i , II. I 1 1 , II i .��.. . € 1 1 '-, �, I 11, I I I � I i,1. -;Il"i '.I , , I II � II