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15th Street 141 REVISIONS BY ENGINEERED RE- TRUSSES A`I' 24" O.C. r •-'-. �-.•----�.�.__ I .__,I.� ...�._._..._� !I I ..._.. _ 1 PRE-ENGINEEREDr - - i' , -�... - i ._ ._— t .i__ _... i __'i ._ ,' _. _ •._. 1 2 EXISTING 2X6 RAFTERS AT 16" O.C. Ci '7 I, '; fes,{. ,p,f::n, _ _t a: ! s s .�� }" �• ��-�z:.� - - - - + 'f_a'. a - .- .- � • ( ) 2 X 12 RIDGE „',� WTTii 8D NAILS 1 I I ''' I , ' �r...w.3.:w' - .. .._ wn4r.rJ�...ri::x .. `�H•:f •w...J.r� -_"-_'_ Y .,rJ,riekF•.ari.:.d .._._.. ._._..._. __.._-... ». t `".T- TOP AND BOTTOM A'I•-_'" •-"---- ---- �. ' 1�E 11 2 ', - 24 C/C EACH SIDE i� _ ,._.��._ ,�ti;� TYPICAL }j' 4 2X6 RAFTERS AT 24 " O.C. WITH "RR" ; 'I _ �,; RIDGE RAFTER CONNECTOR AT TOP AND -- ` f _.. , �- �� f "A35" FRAMING ANCHOR BOTTOM EACH SIDE 5. 2X6 RAFTERS 12 ' -0" LONG WITH 8D Q Q ; c NAILS STAGGERED TOP AND BOTTOM ATLO 811 C/C TYPICAL r 6 . 2X10 RAFTERS WITH "LSS4210" SLOPED «I "HI" HURRICANE CLIP ATHANGER TOP & 00 ( . . ' BOTTOM W '� t` 7 . 4X4 P.T. tV' POST WITH 2-16D NAILS EACH - - � 31 -0"ACE TOP AND BOTTOM `TYPICAL 8 HIGH HAND RAIL I 9 . (5) LINEN SHELVES - �. . _ ;� 10 . FIBERGLASS SHINGLES ori ur, r — I t f) { y 11 . MATCH ROOF WITI1NEW TRUSSES T 12 . WOOD LOUVERED SCREENED VENT Q ....w.._-. . . .__._ .__ 13 . HORIZONTAL SIDING W I , j � , j 1 r�-,. !• i I ���:e�,.'•'.. : .: _. ._.. , .,u (�i. ' �� . <-� - jr. �- �«-�.w•.;.1-. _+..c.-w.�r..•: .sr. a-7 r1'. .nk.:: � \�' � +,� .'M•. .��I.-_?; { 14 6 ' -0" SLIDING GLASS DOORS \ GLAZED 16 . 1X4 TRIM 1S • 2044 23hX51h SINGLE HUNG, DOUBLE Wm • I y _ _ i �.t 17 3050 357AX59h SINGLE HUNG, DOUBLE J 0 r GLAZED 18 . 2X2 P.T. PICKETS = z 19 . 8 '-0" X 7 - 0" GARAGE DOOR 3_ 1 " 1 " Q •� '��-" ..:':°� 2 -0 X 7 -0 FRONT DOOR t ', 2 (3) 2444 - 27%X51' SINGLE BUNG, DOUBLE GLAZED - Y, , , 22 . EXISTING WINDOWS TO BE REPLACED BY ;� SINGLE HUNG, DOUBLE GL�ZED OF SAME � r N Q SIZE i PULL DOWN STAIRSAVA LARGEST SITE 2 I I . Ll 24 . AIR THANBDLER LE IN ATTIC SPACE _ PROVIDE DRIP PAN it I' r•�, � i 25 ROD AND SHELF SLIDING GLASS DOOR ._; F �._.__ I _-. �, j. jk`t --' z F ' 27 . GLASS BLOCK IN EXISTING OPENING + } jl s; + t Mi DISHWASHER ` 29. DOUBLE 3D . ELECTRICICOO �• K TOP tIx 31 . REFRIGERATOR WITH WATER HOOK UP 32. COUNTER WITH SHELF BELOW FORr TELEVISION,,F - _ _ _ 33 . COUNTER WITH KITCHEN CABINETS 34 . DRY WITH Lf - j 35 . WASHER Tq V. k-W:< �.. _ _..r : .. . O 36 . OUTLET FOR AUTOMATIC DOOR OPENER l ,i _.. - R� DECK OVER 1 38 . STUCCO FINISH , t1 t EJ R � • aI _- © – c Cr 2 i'r: R.•r• i{ fi '.i ,:: ... ' a --- t � i .'ro F .r.1 a7r ".., i`'�i r, 1- -7 ... __ ' 0E] ' ~'.•.+e fpr f,�•.-.1"�S."'i-7 c-:`. _•f-- _ -_ ��O iS1 �'', � - - .. , q L . �'- - _ _ _ -----mom... • - _ __. ___. _.__-_-. - --_ --- -. �i �- .. .___ �.ij' / 1 _ , - i � �'-r_-.._..,___ -rY --__._.---___._--,T -— --- _...___ � ,-• —._-r" t;--.--:��w%W-.._._ �i _ � � i � �1 i- wi• ( i -� �� �--- —_._,� - ._. '°; '`' .___) _ W - � li I ;� w( � _.- ai � ;. �� i+ r I� -- ' 7 �' ___ t'• !± i �� I �:t I''� \ r. �, ." '.-•1�-- ._7�-`� ..i r--^- •.�-^ �2'±4-j 1- r f t f t' a - ,Y�I �r�1.± �'1--Tf--' .. - �.-. �• �� }`I — ' z Ifni on C-1 - ( ( I 1 !: i � , i I �l._ �{ i� I r L•--1 i� ,i __... ........ ._.... rd' '+ •l1`f f I l . • � , . 1 I t r T _ .... '.lir __ _ {, �': � � �- �, t _•� , t f , r , T , APPROVOF MAN%ED DRAWN BEACH CHECKED l✓G � � f DATE y , 1 1 _._ ___-..___.._ __.__.- ______ - ._.._._. ._ __ .. -: .__ ,; ,•• \ SCALE I G� T; ,, 't, i ��.. '"*'" k , k+}••.,. _ -- r 3(+,��.� JOB NO. •.`�.asr.«wrw,t, ,•r r --- - - ..._.... _±:4.Y _ _yr.i:. .. ,.'}f{ "T'," -- _ "" -.__ _ i,ft rj SHE ET Y _ •I–� .. ----- _.__ ._.-_ Y.. .__. �, _til------ _— ,.,.:,.. NADEEM ZEBOUNI, P.E. Tel ;904) 285.9890 OF SHEETS Fax (904) 273.4254 - .- i GENERAL NOTES AND DESIGN CRITERIA REVISIONS BY II. CODES: 1110 Standard Buildirng Code ( 1991 Edition ), ACI-318, ACT-530, RISC, : sxz+2t r •Y '1 = I 'r , AIST (Latest EdlLtlons). 2. FLOOR LIVE LOAD --�-- Roof . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF I - Floor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF 3. WIND LOADS: ( 11L Q MPH ZONE BASIC VELOCITY PRESSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 PSF SHAPE FACTORS . . .. . . . . . . . . . . . . . . . . . . . Building = 1.2 I i Wall Elements 1.1 OR 1.3 I Q ! ! I 1. PORCH ADDITION .'" V) GL4ASS' BLOCK TM �- 3. -STUCCO CC 4HORIZONTAL SID 4. MATERIALS: QD 0 5. WOOD LOUVEREDSCREENED VENT . FIBERGLASS SHINGLES LU J N Galvanizing: AIL1 fasteners must be hot dipped galvanized per 5/8" THICK APA APPROVED ROOF ASTM A-153 with 20 ounces of zinc per square foot or use 300 series stainless steel. \ TYPICALNG WITH 8D NAILS AT 6" C/C o • s Lumber: Wood Construction in Accordance with Chapter 17 of the � 8. NEW (2 ) 2X12 WITH 8D NAILS TOP AND Staradard Building Code. i ! BOTTOM AT 24" C/C EACH SIDE TYPICAL ; 9 .� NEW 2X6 ROOF RAFTERS WITH "RR"RIDGE RAFTER CONNECTOR AT TOP AND W Min9lmurn Grades: ± ,. "A35" FRAMING ANCHOR BOTTOM EACH m I Beams & Posts: Southern - Yellow - Pine P1I SIDE W MC S-Dry 19%, No.2, Minimum values; I 10. NEW 2X10 RAFTERS WITH "LSS4210' � Fb = 11120 psi - repetitive use SLOPED HANGER TOP AND "HI" Ft = 575 psi Fv 90 psi ' I� HURRICANE CLIP AT BOTTOM AT 5'h TO 0 J Fc = 565 psi Fc// 1,450 psi { ' 12 SLOPE j k 11 . EXISTING ROOF WITH NEW FIBERGLASS W = Z E = 1,600 ksi SHINGLES 1 Use Wet Service Factor "Cm" s 12 . (2) 2X8 WITH 3-16D NAILS AT EACH 0 Deckin MC S-Dr 19%, No. 1, S4S Surface Texture ? r s END BETWEEN THREE EXISTING ROOF g. RAFTERS �J OR Premium, RED Surface Texture Q �� 1 1 � I ' 27 i • �1 � i ! � -, ( I i 13. 2X4 WOOD STUDS AT 16" C/C AT GABLE I WITH "A35" FRAMING ANCHOR AT W 0 r Handrails & Rail Caps: MC S-Dry 197, No.1, S4S I I I i INTERSECTION OF ALL STUDS, PLATES, N Q ROOFING OVER FELT g BIZ C�j ; I I I ! G JOISTS Surface Texture, Minimum deli n values; (� , , ' ON SfRUCTURAt I i PANEL SHEATHING�(WP) Fb = 1,300 psi , Ft = 725 psi I ( I CANTILEVERED CEILING Fv = H 8D NAILS 90 psi , Fc 565 psi �' 11 ( 14 . NEW 2X6 ISTS 2 x 4 LADDERS SPRUCE Fc// = 1,500 psi I? = 1,700 k :i `" " [ - F ` I . X1;•1�ta; :' STAGGEREDOTOP ANDTBOTTOM AT 8 C/C OR BETTER .1) 24' O.G- , 2 x 4 SPRUCE OR BETTER BLOCKING -_----- Sd NAILS 0 6- O.C; MM Use Wet Service Factor "Cm" I TYPICAL 1 2[A CENTERED BENEATH SHEATHING JOINT. ! 3 _r.. . _ . ArrnCFJ BLOCKING ,N/(3) I6d roENAILED 15 , 1/2" PLYWOOD SOFFIT WITH 8D NAILS f t v .4 cf KDAT AWPA C2 with a water C Y1r t NDNAILED EACH END. �,, ..ca a O.C. Mlrt. / Preserva i Treatment: CGA 0 0 p , �� ---.- _----...___... _ _. - - AT 6" C/C TYPICAL 6 ETERS OR (z) 6d E repellent additive. Also, apply a brush b n I I) -/ 16 . CUT OFF EXISTING 2X RA CONT, GALV. MTL. FLASHING �1-; I - 17 . 4X4 P.T. r/ (TYP) on sealer on a periodical basis. �ZZ` _ 'r • ....-_-----. ._� -._-- _ OST WITH 2 6 NAILS POSTS T D Y• EACH FACE TOP AND BOTT M TYPICAL -7 �=��__�_ .__�•_-_�_-_ � __� �,_ �- T�`"= Nails: Use deformed (spiral) shanks or annular -� ' {(-� 18. 2X6 P.T. HAND RAIL __- 9. '2X2 PICKETS AT 7" C/C LL (ring) shank nails. _ ��_ I 15/32" MIN. srRUCTURAL -. O _ "Simpson" or raved equal. Use J- Cv i _ f /n 20 2X4 P.T. DECK PANEL SHEATHING (TYP) - { \ FramingAnchors. Noted on plans b Sim sor 21. 2X$ P.T.. 16 . C/C WITH AN H10 AT (2) tsd NAILS EACH "Z" p y p PP q - --_.._._.�__._..___ ...._.-- -...._. . . ._ I` ,I _ - - P.'I{' 3X8 TYPICAL USE P.T. (2) 3X8 �- ___ LADDER EACH SIDE; `{TYP) L coated or stainless steel connectors. � __.. _ -- _-_ - LC=1 3d NAILS � n O.C. I I!/ - - P , . - ONET�EACH SIDE. OF P T 4X8 L.�-..r� ----_-...�- _____ �. { .. ,.• E I i .^ II /1-u 2 4. 4 A '���, .T. �' H.D. FASCIA (TYP) WITH 2 5/ Structural Steed . . . . . . . . . . . . . . . . . . . . . . ASTM A36 h GAANIZED EXP. BOLTS WITH MINIMUM \ I - ` I �' _,� ,• "� 6" EMBEDMENT INTO FILLED CMU CELLS CONTINUOUS 2 4 Welding Electrodes . . . . . . . . . . . . . . . . . . . . AWS B70 CU --- I i CONTINUOUS 2 x 4 _ II Q SPRUCE OR DEFTER FJ I+ SPRUCE OR BETTER ' i � �'��� "• ��L� -�_ -��-}--�'-----�.�^�����'`-�_� " � � •--_� ___-�; __ _ 23. 3XH; F.T. CONT. WITH 5/8 � H.D. Hollow CMU: ASTM C90 Type II, Ftn. . . . . . 1500 PSI ! Ill I- 11 y GA14VANIZED EXP. BOLT WITH MINIMUM Z ,� ATTACH LADDER TO TOE' yp 2r.lo RAFTER -_-- ----- ., � t I'' 1 5" EMBEDMENT AT 16" C/C S'T'AGGERED CHUTtU LF r-'"'1 F TRUSS Iv p t6d NAILS T SS u;C:, Masonry Mortar: ASTM C270, Type "S" IE TOP AND BOTTOM TYPICAL - w/(z) 24 . GROUT FILL 2. CMU AT P.T. 4X8 15/32" 111ICK APAr STRUCTURAL PANEL SHEATHING Assumed Al'lowab'le Soil Bearing Pressure 2000 PSF LOCATIONS (X4 ) (� ATTACHED FULL FACE W/ 8d NAILS C� 611 O/C I I•I �1 Y 25. NEW P.T. 4X8 It is the contractor's full responsibility to hire an independent soil ;1 26. EXISTING FLOOR SYSTEM testing laboratory to obtain the assumed soil bearing pressure in the ! ;, 27 . HORIZONTAL SIDING _ } 28. EXISTING 2X6 RAFTERS PST 5-1/2 TO 12 Al SLOPE t z" (MAX) 29 . ' EXISTING 2X6 RAFTERS AT 16" O.C. _ --�{ 5. 'CEMPORARY BRACING: 30. (2) "A35" FRAMING ANCHOR EACH SIDE i ,, I _�__� - 31 . 3/4" H.D. GALVANIZED BOLT (X4 ) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT I5 REQUIRED Ij - DURING CONSTRUCTION 1'O KEEP STRUCTURE SAFE, DRY, AND PLU;4I3 UNTIL THE ENTIRE / -�I r0 ;� 1.7 II I- a II 3 2 . BORE AND COUNTER SINK 5/8" � H.D. STRUCTURE IS IS IN PLACE. BRACING SHOWN ON DRAWINGS IS FOR. THE COMPLETED `� / GALVANIZED BOLT c STRUCTURE ONLY. 33 . A35 EACH SIDE TYPIC OFFIT DETAIL AL a �. DDERED S F J LA �•y T[ A if-f1 W I N G 5 U R V E X 0 r GROUT FILL EVERY OTHER EXISTING CMU h tl E► riled 3:n 34 . N.T.S.r Lot 4 , Block 63 , -MANDALAY , according to L e I It thereof reco CELL SOLID FILL MINIMUM 3 CELLS AT (2) 3X8 Plat .. Doak 10 , Page 11 of the Current Public Records of Duval Caunt'y�, ��, 35 . (2) 5/8" (X4) Florida . 36 . (4 ) 3/4 � ` -- �� 37 . 1/4 H.D GALVANIZED FULLY WELDED - _. .c....-`_� FOR : 12 STEEL PLATE _ I . S RLMG Al INDIVIDUAL SHEATHING - r-� = ✓:= _- COIIMONWI'AL`I"IISLANDBTITLE INSURANCE COMPANY --- .. � AT_TACHED TO THREE �X �, --.•_ � _ '- ` �� TRUSSES MIN 8d NAIL r9 6' O. MIN, _ _ A=PANEL EDGES AT BLOCKING _ (TY P) !11 }I !I 7 8d NAILS �! ..} II -i ! I 'i .. ... .. ... L ,a i j , r u r rA ALL. PANFL - "� _II - ! I1 T( I I JAILS .� ti' O.C. IdIN. / .� •, . so ~ EDGES EXCEPT i! I I) t}� I I� II "r (GABLE E-ND FRAMING ONLY) ` } rz �.•. 'P.,s `�+ ,� ., ON GABLE i / I 1 f )'---___ TRUSS (T(P) 80 NAILS II }j. I ; _. I ,� 12" O.C. ON INrERIO t I ,r PANELSj .j �! j ...��` II -.,. � (INTERMEDIATE) (11N EXCEPT ON 2 x ., SPRUCE OR GETTEW s i r1lciEiY i BLOCKING AT RIDGE (tYP) I -T cT'rP) II it ,I -f} it I I 9 t� ,\ _ r y DRAWN NOTES I IR BETTER ;s 1. ALL NAILS TU BE COMMON 2 x a SPRUCE 0 �. 0 3 "L •5 BLOCKING (FLAT OR VERTICAL) CHECKED NAILS MIN END TWO TRUSS SPACES (TYP) I I .... -J PATE�r ,.�{{ r II II II 11 l C C 0 ` I! 20 II II 11 II i`1� I 1 r, ,i ? / 4- SCALE I ( 1. 17:2 x 4 CONT.(TYP) --------�_..�_.__�...�E_ -�� __- _...-_..•....__-__•___W�.��_____.____.. --. _.._ .. ...,.... ..�..w...._._......�..w.-.�._..W.........,,._.,.�_._.... __._.� JOB N 0 UJ E;49 - _ "-MAX. y. _ _ - _ _ _ �. __ .�w.. _ L7 4,9 r ISHE ET � -,t :. � 5 H @ 1111 -lo, ---� ING ATTACHMENT PLAN � � -- \/�' I ROOF SHEATHING � � � • 9 � � 2z --- .q _ _ 7"` • •"" NADEEM ZEBOUNI, P.E. 0 l� SHEETS 44 /C, - •� Tel. (904) 285-9890 F S Fax (904)273 '1254 f_