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445 Sargo Rd 2013 Addition (2) I 20-06-00 DEMING HEIGHT 5GHEDULE TBD E5Y xxxxxxxxxxxxxxxATTENTIONxxxxxxxxxxxxxxxx BUILDER T01 DUILDEK MUST APPROVE ALL TRU55 T02 N PRAWIN65 AND LAYOUT PRIOR TO o T02 , FRODUGTION T02 ' T02 T NOTES T021.)REFER TO HIB GI(RECOMMENDATIONS FOR HANDLING I1,15TALLATION AND TEMPORARY BRACING. REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)ALL TRU55E5(INCLUDING TRU55E5 UNDER ', VALLEY FRAMING)MUST BE COMPLETELY L V105 FOR ADDITION TRU55E5 VE BEEN DE5I NEP WITH ALTERNATECKED OR DFERTO DETAIREMENT. ALTERNATE BRACING REQUIREMENTS. A 2.818/12 ROOF PITCH ND A 3 7/8" HEEL HEIGHT 3)ALLDYSARETO BE CONVENTIONALLY FRAMED BY BUILDER. 24" OG PER DUILDER REQUE5T. LL HEI6H WILL DE 4,MAXIMUM 55E5ARE UNLE5 E OTHRWIIE A* _ S• i MAXIMUM SPACING.UNLESS OTHERWISE NOTED. ADJUSTED TO ACCOMMODA FOR D OP 6A E U 1 5'PLAN LAWARE CON5WERED TO DE LOA C sULI G ENGINEER PLAN ARE c°NSIDERED ro BE LOAD PER D U I L D E R. BEARING,UNLESS OTHERWISE NOTED. 6.)5Y42 TRU55E5 MU5T BE IN5TALLED S" n R f�`�,� N+ _ WITH THE TOP BEING UP, O J r�� ��7 �J 7.)BEAM/HEADER/LINTEL(I. TO BE FURNISHED BY BUILDER. 00 APPROVED ❑ APP OVE AS NO ED ❑ DIS PP O ED, E UBMIT k'IBUIlders FirstSource DATE B Jacksonville T03REPLACEMENT TRU55E5 HAVE Appr al doe n el ve the PHONE:904-772-6100 FAX:904-772-1973 DEEN PE516NED PER DUILDER suppli or subcontract(r of the Tampa respo ibility for furni ping all I PHONE 813-627-9831 FAX 813-628-8956 REQUEST OF A TRU55 HEIGHT OF 3'-2 5/8" quantiti requi ed. All i ems must Freen1'ort AND A HEEL HEIGHT OF 3 5/6", ROOF PITCH comply with tl=e plans, specifications PHONE 850-835-4541 FAX 850-835-6835 15 2.818/12, DUILDER WILL DETERMINE IN ? an inter+ of the design. FIELD THE EXACT PLACEMENT OF T03. 5ATILLA 6UILDER5 LLC E6AL ADDBE55: 445 5ARGO RD. YODEL nrisiao: O O O O O O O O O ADDITION rr r 1— AiE A T: ririnal Rn nrencn is 4l15/13 GP 478887 Mhbl I TH PLATE APPROVAL 21 q7 r 2 - 21 q7 r 4 WEYHHAUHR PROPUGT 1630 r 2 - 100 r 10 erclddf nnrnn Enn7q 478887 I REVISIONS BY 2x4 OUTRIGGER AT 24' O.C. GENE] AL NOTES CLIP TO TOP CHORD OF GABLE WINDOW INSTALLATION (METHOD A-U 1, DESI N LIVE LOADS WITH H-2.5 OR EQUAL ROF 20 P,S,F ATTACH OSB TO FRAMING AT WITH (8) 8d NAILS WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. 2. FLORIDA EXISTING BUILDING CODE 2010 - ALTERATION LEVEL I 6' O.C. AT ALL SUPPORTS FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION WITH 8d NAILS. 7/16' OSB OR AS BASIC WIND SPEED (MPH) 130 SIMPSON A35 SPECIFIED OTHERWISE SECTION A GTE THROUGH WINDOW JAMB WIND IMPORTANCE FACTOR 1 SIN WATER SHEDDING FASHION, RISK CATEGORY TYPE II 2x4 BLOCKING 2 SHEATHING JOINT FASCIA WITH 2x4 STARTING AT THE BASE OF WIND EXPOSURE B THE WALL 4 WORKING TOWARDS WITHIN 4' FROM GABLE BACKING THE TOP,INSTALL THE WRB SEALANT BEAD COMPONENTS/CLADDING PRESSURE (P,S,FJ TO THE FACE OF THE BEHAJD MOUNTING OPENING TABLE SHEATHING: FLANGE. GABLE END TRISS- DROP MARK SIZE TYPE COMP/CLAD. PRESSURE TOP CHORD AS REQUIRED Q APPLY SILL FLASHING A 3030* WINDOW 1 30.41 <40.7> 3 APPLY BEAD OF SEALANT 2868 1 DOOR 1 29,31 <31.9> E SEAL THE WINDOW FRAME TO 31E OF WINDOW FLANGE +SET WINDOW USING DENOTES END ZONE PAN HEAP SCREWS TO OPENING. APPLY NE NOM. INTERNAL PRESSURE COEFFICIENT FACILITATE INSPECTION. DIA.TO THE BACKSIDE (INTERIOR)Or THE WINDOW OPEN N/A rw, 2X4 SCAB CONT. TOP 4'-O' MIN ®APPLY BEAD OF SEALANT AT PRE-PNCHED HOILES OR SLOTS. � U LINE PARTIALLY ENCLOSED N/A CONT. 2x4 SCAB FROM TOP TO SIDE JAMBS.EXTENDS 1S" FLASHING ENCLOSED 0.18 1-�1 TO BOTTOM CHORD BOTTOM CHORD 2 X-BRACING ©APPLY JAMB FLASHING 3,SEALANT BEAD SETWEEN MATERIALS N 8' FROM GABLE APPLY BEAD OF � (PROVIDE ADDITIONAL 2x4'S 2 JAMB FLASH►NG FLASHING AND MOUNTING ROOFING, L VERTICAL IF HIGHER THAN 48', AT HEAD SEALANT APPLY DONT.SEAL TO THE MOUNTING FLANGE. ROOF UNDERLAYMENT ASTM D226 TYPE I OR TYPE II, b TO FORM AN 'L' SHAPE.) FLANGES AT THE TOP(HEAD)ANDASTM D4869 TYPE I OR TYPE II, OR ASTM D6757 w ACD ®APPLY HEAD FLASHING SIDES(JAMBS)OF WINDOW. EXTEND SEALANT AT JAM55 SXr"ABOVE ® ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) 26 GAUGE ul N r- REMOVE PREVIOUSLY APPLIED THE RO.AT HEAD.EMBED JAMB / 14 M FLASHING INTO SEALANT AND / ROOF SHINGLES ASTM D225 OR D3462 7/16' O.S.B. OR AS TAPE,ALLOWING WRB TO LAY a FLAT OVER HEAP FLASHING. FASTEN IN PLACE. (FLASHING RATED FOR THE WINDSPEED ABOVE r-a F SPECIFIED OTHERWISE APPLY NEW SHEATHING TAPE GOES OVER SEALANT). ASTM E108 CLASS-A FIRE RESISTANCE RATING(SAME Z r? SPECIFICATION DIAGRAM' SECURE WRB NAILING OVER DIAGONAL CUT - SEE SHINGLE NAILING (4 NAILS PER SHINGLE) PER MANUFACTURER'S SPECIFICATIONS 0-4 f� AT HEAD ONCRETE f'c = 3,000 PSI E­4AS WALL BELOW) EtEINFORCED BARS ASTM A615, A305, GRADE 60 0 W p' STRUCTURAL TIMBER - PINE SOUTHERN PINE, GRADE MARKED NO,2 FLAi MEDIUM GRAIN, SURFACED DRY, E EXT NDSHING AT HEAD.I"BEYOND MOISTURE CONTENT 19% Max, M+1 a E"I EXT F�1 ® JAMB FLASHING. TIMBER CONNECTIONS; AS SHOWN ON PLAN OR EQUAL TO zz0 SIMPSON CO. 'STRONG TIE' CONNECTIONS x ►�- HGAM10 SPACED 2 4'-0' O.C. MAX OHlrAD FLASHING OR EQUAL, USE MANUFACTURER'S C� \ EMBED BOTTOM OF THE RECOMMENDED GALV, NAILS. U1 x \\ HEAD FLASHING AGAINST BOLTS ASTM A-325 C d in. THE PREVIOUSLY APPLIED PRE-FABRICATED PRE-ENGINEERED WOOD ROOF TRUSSES: z SEALANT \\ SEALANT(FLASHING GOES CO OVER SEALANT). EXTEND PRE-FABRICATED, PRE-ENGINEERED WOOD ROOF TRUSSES SHALL BE DESIGN IN C 2x4 X-BRACE AT MID SPAN \\ i I EACH JaArMS FLLANG SHINYG. ACCORDANCE WITH THE REFERENCED BUILDING CODE, AND AT QUARTER POINTS OR AT 8'-0' O.C. ® \ ,/ FASTEN IN PLACE. TRUSS PROFILES ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY, WEBS cn AT SMALL GABLES OF LESS THAN 12'-0' \ i I ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ►-� ONLY THE MID POINT BRACE IS REQUIRED. \ / I ACCORDANCE WITH THE SPECIFICATIONS, 04 ATTACH TO ALL TRUSS POINTS THE SUPPLIER/MANUFACTURER OF THESE TRUSSES SHALL SUBMIT DETAILED WITH (2) 16d NAILS. DESIGN CALCULATION, 2x4 #2 SYP LATERAL BRACE AT 4310.C. I I WITH (2) 16d NAILS AT EACH TRUSS. (S�JAMB FLASHING THE I THE SHOP DRAWINGS SHALL BE PREPARED, SEALED AND SIGNED BY REGISTERED EXTEND JAMB FLASHING FLASHING. ENGINEER IN THE STATE OF FLORIDA AND SHALL BE SUBMITTED TO OVERLAP SILL `I FLASHING. EXTEND I I I TO THE STRUCTURAL ENGINEER/ARCHITECT FOR REVIEW/APPROVAL. JAMB FLASHING 0JV' ( J 4, Fly❑TING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS ALL TRUSSES TO BE PRE-ENGINEERED BY OTHERS °$ " \ I , SWALL BE CARRIED, FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN OPENING OHEAD. SUITABLE BEARING, ALL UNSUITABLE.FOUNDATION MATERIAL SHALL BE REMOVED ALL ADDITIONAL FRAMING MEMBERS SHALL BE SYP �MBFLAS F �9 tx JAMB FLASHING \ I i SEALANT WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING UN TAE FLAP\ I CAPACITY OF 2,500/3,000 P.S.F. UNLESS OTHERWISE SHOWN OR INDICATED. w o TYPICAL GABLE END (X-BRACING) HEAD.SEE DIII AGRAM. SILL FLASHING / 5, NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL FOOTING WORK HAS BEENLo Z �� T ', © COORDINATED WITH UNDERGROUND UTILITIES, FOOTINGS SHALL BE LOWERED W r N,.I,S. �1' SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, WHERE REQUIRED T❑ AVOID UTILITIES, O UI . (L --------- - - co PLUMS,AND LEVEL CONDITION, U5 CORROSION ®� J RESISTANT FASTENERS. FASTEN WINDOWS PER 6. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED IN r� 1) "D J WINDOW MANUFACTURER SPECIFICATIONS. ACCORDANCE WITH ACI 315 ❑R LATEST EDITION UNLESS OTHERWISE SHOWN. ...� W N , 7, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC, NECESSARY LJ (U I WEATHER RESISTANT FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE BARRIER (WRB) STRUCTURE TO THE EXISTING STRUCTURE. THE CONTRACTOR SHALL VERIFY ALL I JJ I AT A.48 DEGREE ANGLE,CAREFULLY CUT THE MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALLw ' LL. co J BARRIER ON A DIAGONAL. GENTLY RAISE THE STRUCTURAL MEMBERS, L Q �G / TOP EDGE OF THE BARRIER UP AND TAPE THE 04 z J / i TOP CORNERS AND CENTER TO THE EXTERIOR 8, BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING Li LJ r\ WRB SURFACE ABOVE. STRUCTURE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING -j / INTERIOR VIEW CONDITIONS. DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE , 4 C/) � � � TOP LEFT CORNER OF WINDOW CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING Z LD > STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE O Z NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE CM CD r EXISTING STRUCTURE WHICH ARE TO REMAIN, w Y 9, ALL EXTERIOR DOORS AND WINDOWS SHALL BE CERTIFIED TO MEET THE WIND LOAD °:d U x REQUIREMENTS OF THE REFERENCED BUILDING CODE, v - --- Z - -- ---- 0.1.E co s C/� N A Nl Q J O IL Q6 m ONWAft' t- 0 FILE Cap TVD FOR CODECO � Vl M0FAnANnCBZAM f'l'SFOR ADD�T[OM �; • • �rrncO�rc � ScaleL_��'f Drawn L _ Job !3_v42 o Sheat Of_. ._._Sheets st x ss Mwrm ow wa+aoa+ a,; REVISIONS By I M L B cn _ D L E. F _ S 1_D _1...._6-V� _ _ zw �X4 C) z 6+Hl C E- cn "N SII : Lam! ._.��'�fi.c�-�1_.: � � I:____. SHEAR ALL NOTES: z - - . SHEAR WALL ALL EXT RIOR WALL S . EGMENTSBETWEEN OPEMINIMNINGS MINIM GRADE 2-M-W OR 2-M-F A B c D � UM N❑MINAE PANEL THICKNESS 1/2 1/2 1/2 1/2 2 AND AT ORNERS � Y-0" MINIMUM LENGTH.) SHALL MINIMUM NAIL PENETRATION IN FRAMING 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 C- BE SHEAR. WALL SEGMENTS ( SWS )• THESE ARE NAIL SIZE 8d ed 8d 8d 801 NAIL SPACING AT PANEL EDGES 1 6 1 4 3 4 .3 - 7„ SHOWN SHADED ON .FLOOR PLAN. ALLOWABLE SHEAR #/FT GRQ P #2 1 260 1 380 490 760 980 of wBOTH SIDES PANEL I _ ALLOWABLE SHEAR #/FT__GROUP #3 213 312 402 -- 623 2, EACH c. -W S SHALL HAVE DOUBLE STUDS o I lie AT EA ( H END WITH A 1/2 " THREADED w ROD Lo co A CHOR VWIITHI N $ OF SHEAR 1dUALL -- I _._._ _ M:... o � �— m r ._. r"- ENDS . SEE FLOOR PLAN FOR LOCATNONS ENGINEERFN:G LEGEND z --�1 SHEAR WALL (SHADED WALLS) AND WALL SECTIONS F O R DETAILS. ® SHEAR WALL TYPE �' W SHEAR END-WALL UPLIFT � w Cucu - - 2 Z4� 3.A.LL OPETNGS SHALL HAVE 2 FULL STUDS AND 1a Z WCRIPPLE'STUD ON EACH SIDE WITH 2-2x8.HEADERS AS � w E.�-.. _ A MINIMUM UNLESS NOTED OTHERWISE ON FLOOR= :: a z ,. PLAN 0 SCHEDULE. ' o z Z + u _r2'� _vai 1.-l�� "x=: `� LI:-___ to u � a � -- - :1 U. 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