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1494 Linksdie Dr 2013 Addition plans GENERAL NOTES J" �r"II7r �! f� 1. DESIGN LIVE LOADS W0nVG U AA" SMV" #�+/ ROOF 20 P.S,F 2, FLORIDA BUILDING CODE 2010 - EXISTING BUILDING (ADDITION RESIDENTIAL) LOT J BLOCK, r � j� SHOWN ,�•N � OF THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGI❑N dsV l. I 1'!a7 Vl7 BASIC WIND SPEED (MPH) 130 z WIND IMPORTANCE FACTOR 1 .E Y-aw►,�•-s �� x v - RISK CATEGORY TYPE II A3'i A*'CaVM 11V P't,r47 PA Gu @—,5:,W_A- ,CF ZHGE PLwc RE•wws of- ixivAG cow r; FLOWA WIND EXPOSURE B C❑MP❑NENTS/CLADDING PRESSURE (P.S.FJ CER77RED FOR: ' AuAr CLtI p OPENING TABLE 117ZiEF Al2X `r MARK SIZE TYPE COMP/CLAD. PRESSURE 4040m WINDOW 29.6 <39.1> 3040m WIND❑W 30,2 <40,2> 3068w DOOR 29.0; <38.0> 3'x2'/2'-9' TRANSOM 30,4• <40,7> f3'x2'-10/3'-7' TRANSOM 30.4; <40.7> ••3 * DENOTES END ZONE f � J v INTERNAL PRESSURE COEFFICIENTOPEN N/A C PARTIALLY ENCLOSED N/A ENCLOSED 0.18 56 ' 3. MATERIALS P.T 7&7' -5. 010 04' l47" 6. ROOF UNDERLAYMENT ASTM D226 TYPE I OR TYPE II, G'f�= �.5� • =/ /� ASTM D4869 TYPE I OR TYPE II, OR ASTM D6757 /'70.07 75 r ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) 26 GAUGE E:,[( . 3'r+1,_T . ' ROOF SHINGLES ASTM D225 OR D3462 ---- a RATED FOR THE WINDSPEED ABOVE ""- �i ASTM E108 CLASS-A FIRE RESISTANCE RATING bs ` SHINGLE NAILING (4 NAILS PER SHINGLE) PER MANUFACTURER'S SPECIFICATIONS ? ak '' CONCRETE f'c = 3,000 PSI 63' %0 REINFORCED BARS ASTM A615, A305, GRADE 60 144 CONCRETE MASONRY ASTM C90, GRADE U-1 vq fiTti STRUCTURAL TIMBER - PINE SOUTHERN PINE, GRADE MARKED NO.2 MEDIUM GRAIN, SURFACED DRY, its p� MOISTURE CONTENT 19% Max, V TIMBER CONNECTIONS, AS SHOWN ON PLAN OR EQUAL TO SIMPS❑N CO, 'STRONG TIE' CONNECTIONS OR EQUAL. USE MANUFACTURER'S 14V RECOMMENDED GALV. NAILS. A y BOLTS ASTM A-325 5-4 &.7PRE-ENGINEERED WOOD ROOF TRUSSESi ! 7 .S '� I'll \ PRE-FABRICATED, PRE-ENGINEERED WOOD ROOF TRUSSES SHALL BE DESIGN IN ACCORDANCE WITH THE REFERENCED BUILDING CODE, (QOI(( TRUSS PROFILES ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY, WEBS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN sf r1 ACCORDANCE WITH THE SPECIFICATIONS, +� THE SUPPLIER/MANUFACTURER OF THESE TRUSSES SHALL SUBMIT DETAILED 14 e94 � DESIGN CALCULATION, ' `4F THE SHOP DRAWINGS SHALL BE PREPARED, SEALED AND SIGNED BY REGISTERED • PROFESSI❑NAL ENGINEER IN THE STATE OF FLORIDA AND SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER/ARCHITECT FOR REVIEW/APPROVAL. 4. FOOTING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS y`� f x SHALL BE CARRIED. FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN a SUITABLE BEARING, ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED a d WITH F❑❑TINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING PROPOSED A D D'N. nCAPACITY OF 2,500/3,000 P.S.F. UNLESS OTHERWISE SHOWN OR INDICATED. e 5. NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL FOOTING WORK HAS BEEN T O REPLACE ALUM. 9 , COORDINATED WITH UNDERGROUND UTILITIES. FOOTINGS SHALL BE LOWERED SCREEN ROOM g WHERE REQUIRED TO AVOID UTILITIES. 6, ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH ACI 315 OR LATEST EDITI❑N UNLESS OTHERWISE SHOWN. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC, NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS, 8. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING CONDITI❑NS. DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE � 7C- / 't- - -5 ,�- Z 9 ,5 NEW CONSTRUCTI❑N AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO REMAIN, 9. ALL EXTERIOR DORS AND WINDOWS SHALL BE CERTIFIED TO MEET THE WIND LOAD - - --- - REQUIREMENTS OF THE REFERENCED BUILDING CODE, I 1 WINDOW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A THROUGH WINDOW JAMS (DIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL •WORKIWs TOWARDS THE TOP,INSTALL THE WRB SEALANT MEAD TO THE FACE OF THE BEHIND MOUNTING SHEATHING. FLANGE. Q APPLY SILL FLASHING 3 APPLY BEAD OF SEALANT AT BACK OF WINDOW SEAL THE WINDOW FRAME TO FLANGE a SET WINDOW USING OPENING APPLY A%"NOM. PAN HEAD SCREWS TO FACILITATE INSPECTION DIA TO THE BACKSIDE(INTERIOR)OF THE WINDOW ——_ APPLY BEAD OF SEALANT AT FLANGE,IN LINE WITH ANY SIDE JAMBS.EXTEND 8)9 L14 HOLES OR SLOTS. FLA6F11NG' I ®APPLY JAMS FLASHING ENBEAD SETM APPLY BEAD OF SEALANT ©JAM PLA64Ws FLASHING AND MOUNTING AT HEAD APPLY CONT.SEAL TO THE MOUNTING FLANGES AT THE TOP(HEAD)AND ®APPLY HEAD FLASHING SIDES(JAMBS)OF WINDOW. EXTEND SEALANT AT JAMBS 8 Xi"ABOVE ®REMOVE PREVIOUSLY APPLIED TWE p ys ROTO SEAE� AND / MBED JAMS TAPE,ALLOWING FL'kS TO LAY FLASWFASTEN IN PLACE. (FLASHING FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE GOES OVER SEALANT). OVER DIAGONAL GUT-SEE DIAGRAM. SECURE WRB AT HEAD FLASHING AT HEAD EXTENDS P BEYOND � , O® JAMB FLASHING. © AD FLASHING \ EMBED BOTTOM OF THE \ HEAD FLASHING AGAINST \ THE PREVIOUSLY APPLIED \ SEALANT(L � ANT). G GOES •;.. OVER SEALANT). EXTEND SEALANT \ / HEAD FLASHING BEYOND v �� EACH JAMB FLASHING. /I I FASTEN IN PLACE. f \ - FILE , Copy I i _ A I REVIEWED FOR CODE COMPLIANCE EXTEND JAM FLASHING TO OVERLAP SILL j� i CI'T'Y OF ATLANTIC BEACH FLA&WING 0)6" SEE t'$RMiTS FOR ADDTftONAL O��A`T'BEAD. 9„ I / RBQUMEMENTS AND OONDMON& TUCK TOP Or 00 \ I // SEALANT D UNDER JAMB THE FLAP ING \\ I // BY: OF UPM AT THE \ / HEAD.SEE DIAGRAM. SILL FLASHING PLLI AND ADJUST WINDOW TO ACHIEVE RROSIO r;Reg 40. ® REs s ANT AND LEVEL USE CORROSION RON V it 56 WINDOW MANUFACTURER SPECIFICATIONS. T ii j WEATHER RE=SISTANT r t. [ Cl+ -:D LLT _. H si I) I SAMWER(UM) AT A.4S.DEGREE ANGLE,CAREFULLY GUT THE APPROVBElBY: ! r BARRIER ON A DIAGONAL. GENTLY RAISE THE DRAWN BY C LTJ J TDP EpC�E OF THE BARRIER UP AND is1PE THE ^— }w — t TOP COMERS AND CENTER TO THE EXTERIOR 7 1 b J / WFB SURFACE ABOVE. INTERIOR VIEW S. , i TOP LEFT COMER OF WMDOUJ � ljP*FS-, M CN DRIIWINA 9218 CESS CCN DRIVE, SUITE 2fl _..W ._1.30.9 Q.4.�- JAMSO NVIL.LE, FL Ql (904) '737-fA76/737 23W y 2x4 OUTRIGGER At 24. O.C. .CLIP TO TOP CHORD OF GABLE SHEAR WALL NOTES : ATTACH OSB TO FRAMING AT - WITH H-2.5 OR EQUAL WITH C8) ed NAIIg 6' O.C. AT ALL SUPPORTS WITH ed NAILS. 7/16' OSB OR As .) • ALL EXTERIOR WALL SEGMENTS.BETWEEN OPENINGS � SIMPSON A35 SPECIFIED OTHERWISE , AND AT CORNERS ( 3'-0" MINIMUM LENGTH.) SHALL - df- 2x4 BLOCKING a SHEATHING JOINT FASCIA w1rH 2x4 B E S H EAR W ALL SEGMENTS ( S W S ). THESE AR E WITHIN 4' FROM GABLE BACKING ABLE END TRISS- DROP SHOWN SHADED ON .FLOOR PLAN. G TOP CHORD AS REQUIRED 2. EACH S �W S SHALL HAVE DOUBL E STUDS 2- 2 k4lbf PL rfE AT EACH END WITH A 1�Z11Y THREADED G'N f�2>!=� Nc�. z 2x4 SCAB CONT. TOP 4'-0' MIN . CONT. 2x4 SCAB FROM TOP To R O D ANCHOR WITHIN 8" C)F SHEAR WALL � 10`1 L �.�L_0� TO BOTTOM CHORD BOTTOM CHORD E X-BRACING ENDS .. SEE FLOOR Q Q R P L A N FOR LOCATIONS C A Tf 0 I C 8' FROM GABLE (PROVIDE ADDITIONAL 2x4'S 2N S Y VERTICAL IF HIGHER THAN 48', 2 X 4 I �� C� '' Y TO FORM AN 'L' SHAPE.) AND WALL. SECTIONS FOR DETAILS. OVCK f� I I • P .I 7/16. O.S.B. OR AS SPEC3.ALL OPENINGS SHALL HAVE 2'FULL STUDS AND 1 - f (SAMEIED OTHERWISE (SAME NAILING CRIPPLE STUD ON EACH SIDE WITH 2-2x8 HEADERS AS SPECIFICATION _ �_.�..tr �,�lV ��I LFA W�2 2 C�� . �� AS WALL BELOW) A MnvIMUM UNLESS NOTED OTHERWISE ON FLOORU, L' PLAN OR SCHEDULE, if HGAM10 SPACED a 4'-0' O.C. MAX DO Al pq - / /� 2x4 X-BRACE AT MID SPAN � ` ` I AND AT QUARTER POINTS OR AT B'-0' O.C. 11 - AT SMALL GABLES OF LESS THAN 12'-0' PANEL GRADE 2-M-W DR 2-;M-�' q $ c D E l � ONLY THE MID POINT BRACE IS REQUIRED. MINIMUM NOMINAL PANEL 'THI' KNES lel.- �H RFS I ' ATTACH TO ALL TRUSS POINTS S 1/2 1/2 1/2 1/2 1/2 �� � 4 . MINIMUM NAIL PENETRATION TM FRAUING 1 1✓2 1 1/2 1 1/2" 1 1/2_: 1 1/2 WITH C'2> 16d NAILS. � � � NAIL SIE r _. . _8d 8d 8 8d 8d 2x4 #2 SYP LATERAL BRACE AT 48' O.C. CS�,6_.pt.!•��.�.._.-��. NAIL PACIN AT PANEL D' 6 _ uss. 4 4 3 , WITH C2) 16d NAILS AT EACH TR ALLOWA.BL. i E SHEAR �/fT .GRD P #2 26(? �� 490 760 980 BtTH T S: PA1+IE.L _.._.. _ . - - ALLCTWABL SHEAR #/ �lL<L -. - �.� @ 8 cK ALL TRUSSES TO BE PRE—ENGINEERED BY OTHERS � _ c'1 i '4 . . 62 . ...gg4 D � ��a��.-�-I� o _ _. _ rc ALL ADDITIONAL FRAMING MEMBERS SHALL BE SYP IIJ" L OL.�C:I , _ �u l �} - TYPICAL GABLE END (X—BRACING) N.T.S, ENG_ E Rr__I�G L N SHEAR _ amu• wI�) UftirT F:1 tL117 V9 P l,` Icy: X12 . �rD f aN A,LL U:P ► `�' ut/8 d IoM . QA I LS i F:-'-1'6���L��� �1-�l._1 .11 � .��', � s _ _ Cer _ _..._ oO Sly, P, _ x 0 (� O1Q 8 B B - - 1..hj. z A A _ N - � Q f IL __J c ji L, -1!' 1 RZO 5­1_ lN ! t _5 [DE , .I i Wcfit.,..�t�;;'QR Em ovE kJ1,t�.1_:�vj `.+ H o �.I E - x ", 1.1 Q ��L � c ���lr,� �,_ ,_, i r �L/ T• _ �POx I �I� _-_I�'�o '� �.��I �� dV�I� 2,x.4 �a.•P = , • . g.! cvNe: g�K ! PAN*H lo s5s co /-' N!1 L v:t tie rlE_� R N PoLrRE 0 LID 0 0 0 � � Q ? � = 1 I T►�Af.rc�1=M -, cla5 ; M I'n l� _. _ _ O Fart G L- oPI N: o _ — S C �x. C•D 1J�., � Ex 1�1 N - o _ S I o = _ , L r L , - - ! R d- o _ _ - ( , o � 0 I -'--,� r�l.. .. , �I -- �i U� Q ��' �� I�J�I �•I�a ��...4.�j �i `�. '".-. I,, ��- Q � --= OBJ fir- _ _ • ,. Y r f � f �'��-row_ _� _� l f H t✓v�.) N _ 11 _ r2z A4 D _� .. o 1, �. v B 0 A 31 0 3 04.0 3 0 4 0 UA �' NN Nl [, y-� u SI �.-_�..�" •�-V... �II �..�..-Q__._ _- -_�.. 1' ..1 (1 .I... 11 II 14 , L 31` ala... 2,= Nt SILK �4u N Ett • f�EG L tl� �L- - Y M�Gh e� C KN tG�-tT' { �.�..,��_ .,._ I � I.. /f 1� �QO - :F'�o :l�.C��,j. . L �I + I 4� �C� f"�) E�� �X' � �� 1� (� _ � �I AT Iq --to . GLISSON'S SERVICE DRAWNBY c L \ DRAFTING' SCALE: APPROVED BY: _ FO : K ! U PhTIOI`,� P LL2260 WHIPPOORWILL DR. DATE: 9- 16 - 13 P5 REVISED ,RQ D ce�wp rrio we -t ,K_ ,_ 2. ( . ST. - AUGUSTI.NE FL 32084 P.E. #18305 i - t� PAUL S. LI, PH ( 04) 829-6847 DESIGN & CONSULTING ENGINEER SUITE 10 DRAWING NUMBER 9218 CYPRESS GREEN DRIVE, JACKSONVILLE, FL 32256 -- 130904 SI j Ph/Fax (904) 737-6876/737-2385