The URL can be used to link to this page

Beach Ave 1931 COPYRIGHT 2002 Thompson Residential Design's , Inc. Then drawings are not Metal Connector Fastening Schedule to be reproduced or copied CONCRETE: STRUCTURAL STEEL: i in any fonn or manner GENERAL: . whatsoever without the Anchorage U.O.N. written permission of " Simpson ID USP ID Uplift Capacity lbs Fasteners Thompson Residential 5/8"w/7"embed Design's , Inc. - 1. Project has been designed in accordance with 2004 Florida Building Code 1. All concrete has been designed in accordance with Building Code Requirements GENERAL: ABUaa-z PAu44-TZ 2200 SYP 12 16d 0 Building, 2004 Florida Existing Building Code, and/or 2004 Florida Building for Structural Concrete,"ACI 318-05, and shall be constructed in accordance with ABUs6-z PAU66-TZ 2300 SYP 12 16d 5/8"w/7"embed CoaQ "Specification for Structural Concrete,"ACI 301. 1. All structural steel has been designed in accordance with AISC"Manual of Steel CS16 RS150 1705 SYP or SPF 11 10d in each end- 22 total n/a W Code Residential, as applicable (with 2006 supplements). P DSP 775(SYP or SPF) (8) 10dxl%"into studs n/a � o Construction"and shall be constructed in accordance with RISC"Specification for + " 6 10dx1/2 Into double late work be performed 2. All concrete shall have the following minimum compressive strength at 28 days in Structural Steel Buildings," "Code of Standard Practice for Steel Buildings and Bridges," H2.5A RT7A 600 SYP 5 8d in each end- 10 total n/a M 24"x 24"x 12"PA1-1-1- 1-1 FOOTIN !91G Q 2. It is the intent of the Engineer of Record (Engineer)that this w p [itl".... fl � "Detailing for Steel Construction,"and have the following designations: I � m 1;� in conformance with all requirements of the authorities having jurisdiction over accordance with ASTM C 172, C31 and C39: 9 H2.5T RT7A 545 SYP or SPF 5 0.131"x1'/:"in each end- total n = Q WITH(2)#5 EACH WAY 3 I this type of construction and occupancy. a. Slabs on grade,footings,and miscellaneous concrete: f c=2500psi Welded connections----------------------------------------AWS D1.1 H3 RT3A 455 SYP 4 Sd in each end- 8 total n a TYPICAL \ a d ° �; ---------------------- i .-. U_ ( } b. Cast-in-place beams, columns,walls, and structural slabs:fc--3000psi Structural steel shapes, plates, etc. --------------- ASTM A36 H6 LFTAs 950 SYP 820 SPF 8 8d in each end h 16 total n a ,0 ,INSTALL NEW IF EXISTING \ Structural steel pipe----_-______ ASTM A53 or A501 H8 RT8A 745 SYP 5 10dx1'/2"in each end- 10 total n a a T PRESENT ��,s o p P -"------ 7!8"w/15"embed SET epoxy on •�„ 3. The contractor is responsible for the means and methods of construction and HDf08 UPHD8 8325 SYP 7210 SPF 20 '10dxl " „ � � °' shall work in conformance with all applicable codes and regulations. It is the 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) Structural steel tubing ------------------------------------------ASTM A500 HETA16 HTA16 1810 SYP 10 1odx1'/z" a^embed. '� T-9�" T 9�" " 0:6.1's contractor's sole responsibility to determine erection procedure and sequence HTS20 or HTS30 HTW20 or HTW30 1450 SYP 1245 SPF 10 10d in each end- 20 total n/a 0 - " P Y . tion for Concrete A re ates" ASTM C33 2. All structural steel connections and fabrications shall comply with AISC specifications. HTSM1s or HTSM2o HTWM16 or HTWM20 1175(SYP) (8)10d into wood n/a c O �_ , „_ ,Tin, .. s:, s.. 11- 6 7O INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48"O.C. \ry �, s to insure the safety of the building and Its component parts dunng erection. 4. Aggregate shall conform to Specifics 99 9 (a)'/."4%"Titan into CM _ 1 , __.... ILL BE EMBEDDED = �' a 9 923 T G FOUNDATION.DOWELS W `�, \ 4 %."x1'/."Titan into concrete ALONG PERIMETER OF EXISTING cn : a'F'a� m ora bracin that is required 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, 3. All steel decking has been designed in accordance with "Steel Deck Institute(SDI)"and HTT16 HTT16 4175 SYP 3695 SPF 18 16d 5/8"wl 7"embed mono and 12"embed stem CONCRETE 12"MINIMUM).TYPICAL-U.O.N. i INTO NEW POURED ( ) ;I `o-� a ¢ 4. The contractor shall be responsible for all to p ry 9 eqe ({, t ction to kee the structure safe and plumb until the entire 9dunng cons ru p or anic materials or other substances that are deleterious to concrete or steel shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". HTT22 HTT22 5250 SYP or SPF 32 16d sinkers `" a X�\ -� � � �`� � structure is in lace. An bracing shown on the structural drawings is for the reinforcement. LSTA18 LSTA18 1235 SYP 1165 SPF 7 10d in each end- 14 total n/a iz --. - - 9 _ , .. completed structure only. 9 4. All bar joists have been designed in accordance with"Steel Joist Institute(SJI)"and LTS12 LTW12 775 SYP 665 SPF 6 10d in each end- 12 tots 1/2"w/4+/:"embed(mono)and 7"embed � 'INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)AT EXISTING 's \ P Y LTT20 LTW20 1750(SYP or SPF) (10) ) I I I � �6. Additional concrete requirements for structures located within 1500 ft of the Coastal shall be constructed in accordance with SJI "Standard Specifications for Joist Girders". stem = � (� 1_,�-," FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE - \. J L I L- EPDXY(1}#5 DOWEL " The contractor shall veri all conditions and dimensions at the job site prior to Control Line (CCL)and exposed to salt spray are as follows: LTTI31 LTT131 2310(SYP or SPF) ( ) ' " 5/8"w/a'/:"embed(mono)and 7"embed `FOOTING 12"MINIMUM).TYPICAL-U.Q.N. ` 18 10dx : ( i _ AT EACH FACE OF 5 a. All concrete shall have the following minimum compressive strep th at 5. All li ht a e structural framin has been desi ned in accord ce with"AISI Standard stem g p 9 9 9 9 9 9 Cr)_,_.__,.,,. ,., .r_. ,_.._.,,.._, � _1 commencing work. Cold-Formed Steel Framing""Grade 33-U.O.N. MGT MUGT15 3965 SYP 22 10d - I n/a = Cl)�+/ \� x`��`1 ©� = FOOTING WITH 'CUT&REMOVE SLAB -EPDXY(1)#5 DOWEL E 5/8"w/7"embed mono and 1 em a sem 28 days in accordance with ASTM C 172, C31 and C39. for Cold O 9 MSTA24 MSTA24 1640 SYP 1525 SPF 9 10d in each end 18 tots \ 1 -� AT EACH FACE OF = d' O °. �' 4"INTO EXISTING, " AS REQUIRED N v 6. The contractor shall supply, locate, and build into the work all inserts, anchors, I. Slabs on grade,footings, and miscellaneous concrete: MSTAM24 1500(SYP or SPF) (9)10d into wood n/a � i \ EMBED 6 INTO NEW.-- FOOTING WITH N - /� O - angles, plates,openings, sleeves, hangers, slab depressions, pitches,or other fc=3000psi 6. Steel shop drawings shall be provided to the Engineer for ap � vol prior to fabrication. (5)'/."x2'/."Titan into CMU I "IT EXISTING n 9 beams columns walls, and structural slabs: 5 '/."x1"/."Titan into concrete < 0 O W 4 IN O " v components as may be required to attach and accommodate other work. ii. Cast-in-place , Y* m P Y q 7. Holes required for bolted connections may be drilled or un . Flame-cut holes shall MSTA30 MSTA30 2050 SYP 1900 SPF 11 10d in each end- 22 total n/a 0 EMBED 6 INTO NEW. r Q © f c=5000psi q y P MSTA36 MSTA36 2050 SYP or SPF 13 10d in each end- 26 total n/a °\ „ / C J ) < -� nt ratio: 0.40 not be used. 1870 SYP or SPF) (1 3)1 Od into wood n/a � Z Z 's n ' C L7, OPENING 5 . C�ENINGI - ' (i IAIAL. WIDTH T.O.I .) /� � � �PlS,G ltllt�TH TF3t�3 7. All details and sections shown on the structural drawings are intended to be b. Maximum wa er-ceme MSTAM36 g �/,,^x2y.^Titan into CMU REMOVE EXISTING AND r \ - - - v scat and shall be construed to apply to any similar situation elsewhere in the C. Maximum chloride ion content: 0.15 percent by weight of cement in I shall be in O into concrete NEW l ---jF4ry1W�� ._.___,I-,--,,- "! w � -- � where indicated otherwise. accordance with ASTM C 1218 8. Bots stalled to the"snug-tight'g- g t condition-u.o.n. - . 8 %."x1'/."Titan i Q f CONSTRUCTi , -_--- �, ,, , I O work except u ti h MSTCs6 MSTC66 5660 SYP or SPF 38 16d sinkers in each end 76 total n/a o " ' `, " - C) MTS12 or MTS20 MTW12 or MTW20 1000 SYP 860 SPF 7 10d in each end- 14 total n/a MIN.30 x 16 CONTINUOUS - f I • .. 9 > UNDATION w! 3 #5 s E!W �•. i , _= z " _..._ - for all structural details and sections. The 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the PAINTING: � MTSM16 or 86o(sYP) (7) od into wood n/a r V5 ;j FO O I i s, I - 30 MIN. (3)#5 s(TYPICAL) 8. Refer to the structural drawings f /. Tlten into CMU N •-- UJ - "`: � t--�1 W clarification in cases of conflict structural drawings.All reinforcing details shall conform to"Details and Detailing o MTSM20 (a) /`"2 Q contractor shall contact the Engineer for cls r, II - between the structural drawingsand any drawings prepared by others prior to Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 1. All structural steel shall be shop-painted. Prior to painting, s (work shall be leaned in a '/."x1"/."Titan into concrete m � 0 Q I i -I ` _ -_.NEW 36"x 36"x 12" FTG. (CUT AND REMOVE I U� L•... J > O b -� commencing work. drawings. accordance with Steel Structures Painting Council (SSPC)S -6"Commercial Blast PA51 TA51 3685 SYP or SPF 21 16d 4"embed � A/ __n___M__.___._...__,_e._.____I t-, . I „ w((4)#5's EACH WAY. EXISTING ASREQUIRED} - z 9 ^ W 5/8"w!7"embed mono and 12"embed stem Z O Cleaning"after removal of loose rust, loose mill scale, and s 'tter, slag, or flux deposits. PHD2 PHD2 3610 SYP 3375 SPF 10 'lodxl SDS o SPH4 or SPH6 SPTH4 or SPTH6 1360 SYP 1170 SPF 12 10dx1'/:" n/a � � � W :1 I-! _a � � lies shall be designed to withstand the applicable 8. Tolerances for foundation and slab alignment as well as placement of reinforcement SSP 350(SYP or SPF) (4)10dx1%"into studs n/a u7 9. All window and door assemblies 9 O O r.a Y In design wind pressures and shall be installed according to the manufacturer's shall be in accordance with "Standard Tolerances for Concrete Construction and 2. For projects located within 1500 feet of the Coastal Control e(CCL), all structural 3 10dx1/: Into double late �W °° " I ---- ----- _ B DETAIL- NEW REAR WALL FOOTING - -- � <Crequirements. 4 B U , Materials,"ACI 117. Footing or slab edges may be up to 2"outside and 1/2" inside steel shall be cleaned in accordance with SP-5"White Metal last Cleaning". STHD14 STAD14 4430 SYP or SPF 38 16d sinkers 1a"embed 0 0 Q w J A I=�--- - A DETAIL NEW PAD FOOTING � �' Notes: Z � Of the sill plate. 1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) N IJ J W u_ : I _._ I 7 7 N (Q . I 10. The desi n of the project structure assumes an allowable soil bearing capacity sem, - 3. Immediately after surface preparation, SSPC Paint 15 (red de)primer paint shall be 2.SYP-Southem Pine;SPF=Spruce-Pine-Fir I `, ' - 0 - g ble s i to obtain a soils 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over applied in accordance with the manufacturer's instructions. intin methods shall be 3.Mono=monolithic concrete;stem=masonry stemwall or bond beam i= U t2 �-- -Icr Q Q i l 0 f (o of 2000 psf. It is the owner's and/or contractor's responsibility 9 4.Anchorage refers to threaded anchors with noted diameters and embedment depths y f `�i Ill I as I I _ (fl exploration report. All requirements for site preparation and soil compaction minimum 6 mil. polyethylene(visqueen}vapor barrier. Slabs shall be reinforced with used that result in full coverage of joints, comers, edges,an 4,exposed surfaces. 5.Ail nails Hated are.common" u'o.N. I 1 0 ', I \' in d- specified in the soil report shall be followed unless more stringent requirements 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, e J-_ • I I - ; L.-,L J X O are specified. The Engineer shall be notified if soil conditions encountered or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY 4. For projects located within 1500 feet of the Coastal Control e(CCL), SSPC Paint 20 W r1,: , 1116. h ASTM C 'n with Type 1 (zinc inorganic)shall be applied,followed by SSPC F�int 22(epoxy). WIND BORNE DEBRIS OPENING PROTECTION WITH WOOD PAN o r _ i I --� O differ from the noted assumptions. ceme Yi 9 f,; 4) Z 0 r"I gym_# I I ,. �__ m ' I r ° ; �``� MASONRY: 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris 5. SSPC Paint 36(polyurethane)shall be applied as the final tfat to all structural steel I I ``� V ) O O and other deleterious material. Structural fill shall be compacted to a density of at surfaces exposed and visible to the exterior of the structure. - - , EDGE DISTANCE MINIMUM AT `° a :I `� ` a I J, / FASTENERS(TYPICAL) = ,r co Z; I I I \ � D -C least 95 of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be " \ � 96"MAXIMUM SPAN ca •� '?� u-r li [I I \ General: 4 treated with termite poison before slab is placed. 6. Field touch-up after installation where required to restore finol finish. / 2 1 N � '•�'' r LtW LL . I p I �-.�-__i 'INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)AT EXISTING o' Z_�- _ I ,� 1. All masonry has been designed in accordance with"Building Code 11.Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall I I �� 0 'L`I J1 1) 1 I I FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE 9 Y PRequirements for Masonry Structures, nd shall be constructed in11"ACI 530-05 a-- r---1L--_� r---IL__-I I FOOTING(12"MINIMUM).TYPICAL-U.O.N. ,," be compacted to a density of at least 95%a of the Modified Proctor Maximum Dry \ / I �.,.m. _, _� -_ . ._.,.. I F ", ,, ,, accordance with"Specifications for Masonry Structures, ACI 530.1-05I , I _.,_,_. w, _. _.. , .. .._ w,_ ., ,-� Density(ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of ROOF COVERING: \\ // N I / o =� p I ® lc� I 1 1 u: t l _. _ v - uuI 1 1 .«�_ �. �. Z� � the footing. "� \ / z �1 I _ --_ C._. 5 ,. . _.� I Imp I- I, `�\ . \ 2. Grout shall conform to ASTM 0476 with minimum 28 day compressive strength � � Q f.- $ --- ( I.4 : I ` ,i --.-_n- -.. ...•-- --. __1,_ - -, I �' I 1 of 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump betweenco 0 e».w»�.s»sv F , Y tit ry a, 1. The contractor shall be responsible for the design and installation of the Too n. 1 1 1 __ "I 36">t36"x 12"PAD FOOTING i .__ I ' g 12.The following minimum concrete cover shall be provided for reinforcement: W00 BTED , I covering system. IX 0 ---� I i G� 8"to 11". 7 " D STRUCTURAL1S " PANEL w W A o .. WIT !(4)#5 EACH WAY °. 1 I „ ` SE 'bETAIL"A"ON THIS SHEET I E 3"------Concrete cast against and permanently exposed to earth. 2. As halt shin les shall coin I with ASTM D3161 and be installed according to CORROSION RESISTANT SHEATHING PEEL k a ""'' °- THI �._, E_-; 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may „ p 9 P y I PUN GONRUIT .. .-x I FASTENER(TYPICAL) 0 }• c) I �r � ,�� ,,�`"� ,,, 2 ------Concrete exposed to earth or weather,#6 bar and larger. the manufacturer's requirements. OR � '� � O � rn I 1 UNDER gL Ap3 be used in brick veneer. 1 '/2'----Concrete exposed to earth or weather,#5 bar and smaller. a. y = w I FOR ISLAND 14'0�" I 1 Y2"----Concrete riot exposed to weather or in contact with earth for the 3. Clay and tile roofs shall be installed per the"Concrete and Cla Roof Tile vi WOOD STRUCTURAL PANEL CORROSION RESISTANT a �. . o 2 3'-0" _ ; _„ _ ,,_m _.A.,,, , .,.._- ,,_ -.""-.- . ., ,. , .:_ _; . 4. The contractor shall be responsible for the design and installation of all flashing Y p y 1s " FASTENER ICAL I"-I = -� z I I »: 1 I ¢ INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4'MINIMUM}@ 48"O.C. P 9 primary reinforcement,ties, stirrups,and spirals in beams and columns. Installation Manual,"and the manufacturer's requirements. � /it OSB OR /32 RATED � I I , - ALONG PERIMETER E EXISTING FOUNDATION.DOWELS WILL BE EMBEDDED 2"--------Concrete walls and slabs exposed to salt spray SHEATHING PANEL - < w I i Concrete Masonry(CMU): 1 " 0 O ¢ a ! I INTO NEW POURED CONCRETE(12"MINIMUM) TYPICAL U.O.N. P spray 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed _ LL " 2 Y2"------Other concrete members exposed to salts ra Yemen s. I I _.nm _ �_ according to the manufacturer's requ' tZ L11 _ 1 r 1 -J 1. Concrete masonry units(CMU)shall be ASTM C90-75, Hollow Load-Bearing 13.All continuous reinforcing steel in concrete shall be lap-spliced with the following i t-1 c a I 1 i Concrete Masonry Units,Type 1, Grade N-1, normal weight,with a minimum I I sive strength of 1900 psi(fm= psi). " minimum lengths unless otherwise noted on the structural drawings: 5. The contractor shall be responsible for the design and installation of all metal rn h1 ^a1' �� compres 9 P ( #4 bars: 21 minimum flashing and valley material. Cn Icc F- " `jC I { I )QEF• I I 11 ,/ S I i # I I i 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following #5 bars: 26"minimum minimum lengths unless otherwise noted on the structural drawings: #6 bars: 32"minimum FASTENER SPACING W r..-..�_- ..d- . ,-, -. � 1...,...., ______.,.1_ _,._ ._. I.- �. _ ., _,4 I 11_. __,___.- _ _._._ .._.�-_._.._-_____n� .,,_, ._.k_ _. _ _. __. _j1 " #7 bars. 46 minimum NOTE: LLI " PER CHART 0 V . ., A. .,.._ _:� -,_.W.w.__. _._ _.,..__ ~ _,_r .,. -,__,.. _. _, ,__. .. CL . _._ .._. .. #4 bars: 20 minimum 9 a _ ___ __, ... WATERPROOFING. Ui I I ) I _.' _., __ e._. _,^'_.,. 1 " FASTENER INSTALLATION INTO WOOD FRAMING I I I A i � O � #5 bars: 25 minimum 14.Reinforcement in footings shall be bent around comers or comer bars shall be used. - Q4 - I I �,� Li ~d -� € #6 bars: 30"minimum PANEL MUST EXTEND PAST WINDOW FAR ENOUG T ALLOW rn I .� I t INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4 MINIMUM)AT EXISTING �- #7 bars: 35" minimum 1. The contractor shall be responsible for all waterproofing and flashing •� O m 1 I I .1 l I FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE ' 15.The contractor shall provide spacers chains bolsters etc. necessary to support -o wCO M 0- _ t I ICER ��" o I' I X i FOOTING(12"MINIMUM).TYPICAL-U.O.N. r r --- " reinforcing steel. Support items which bear on exposed concrete surfaces shall have considerations. I ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL L`' � "' Ii L-.. J I _..... �- i I ., -�� 3. Grout all cells containing vertical reinforcement in 5-0 mawmum lifts. f° = z d WATER L1� , � P ''� � e � ._. ,_._. �,-a_.� _ �r" I I�� ,.�`' ,�„ ,.��.N-�, .��- �. �"�-- �� .�� 9 ends which are plastic tipped or stainless steel. 1 T _.__. w_ V (D co Y w i ,d`' I , i I� " I I VERIFY EXISTING BEARING FOOTING. ; -� P / I...'s l I _ c.,_,..:.. „ " .�, , ._. ,", CONTACT ENGINEER FOR ALTERNATE', , 4 wheProvn thelwall height ex eels 5'-0"eanouts per ACI 2 in the bottom course of masonry w i , NOTES. - ti C6 W -� 0, - --_. _ . _...._._ I I I I I— WOOD FRAMING: INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48-O.C. 1 '.FOUNDATION DETAILS IF ASSUMED ? I I` ) ' 12 � ? FO NDATION.DOWELS WILL BE EMBEDDED ' �"�' ! i I BEARING FOOTING ISNOT PRESENT. I I . 1.3 ) 5. Beam reinforcement shall be continuous across control joints. 1) FASTENERS SHALL BE INSTALLED ALONG THE TOP 8 BOTTOM ALONG PERIMETER OF EXISTING U _ .... . I i '. I ; SYMBOL LEGEND OR LEFT&RIGHT SIDES OF PANEL. Wind-Boma Debris Protection Fastening Schedule n ) � D CONCRETE 12 MINIMUM),TYPICAL U.O.N. 6 - "- , i INTO NEW POURED ( ) 3 ; } _4 _, I i ,__�m. _._., .(L:=_-_e.---_-__[1 A� _ _::.I fl � I z � son Brick 4 ( 1. All wood framing has been designed in accordance with"National Design Specification 2 I VIEW DIRECTION for%5"OSB or %'RATED SHEATHING PANEL I I , � i:� � ___. Clay Ma ry( ) (NDS)for Wood Construction,"2001 EditionSECTION IDENTIFICATION 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT Fastener Fasteners acin inches 1 I ' 1. Brick shall conform to ASTM C62, C216,or C652 for Building Brick, Facing 2, All wood members exposed to weather or in contact with masonry, concrete or soil EXCEED - I 1 \ ,c-1 . I I , , , � v " Brick, and Hollow Brick, respectively. Grade SW shall be used. P(iRTION�iF STRUCTURE WHERE pp p p p WALL SECTION A SECTION Is Cur 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS panel span 2 ft.<panel 4 ft.<panes 6 ft.<panel :� I I ' , _, I I 1 I i I ' " shall be treated with an a ro riate reservative suitable for the ex osure conditions. I I A O <2 ft. span<4 ft. span<6 ft. span<8 ft. N I _ I I� 1, 1 I SD 1 I � �.h �. , � - �✓• -2 2 6 1 -81 : SHEET NUMBER WHERE THE SECTION WIDER THAN 48", PROVIDED THE PANEL SPAN DOES NOT a � � I f ; I ___ ____�� _ 2. Brick veneer shall be anchored with approved ties spaced no more than 16 o.c. 3. If ACQ treatment is used on any wood member,then all nailing shall require hot-dipped Is DRAWN EXCEED 96" #8 wood screw based S c� I I I I I -t - r vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall anchor w/min.2"emb. 16 16 10 8 S W . 9 com __ _ _,. , , galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate N M i `s I `"~ .a T I 0 -� = openings greater than 16"in either direction, and shall be spaced no more than treatment is used then galvanizing is not required. 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER length into wood framing o wLi- co C i , 1 n i I I I I ri 36 o.c. and placed within 12" of the openings. CHANGE IN SECTION EACH OPENING AND APPLICABLE FASTENERS. cc 1 trusses shall comply with"National Design S ecifications NDS #10 wood screw based `;' i ,� I , , 4. Prefabricated wood p y 9 P (NDS) LOCATION WHERE SECTION WILL CHANGE (9 o 8 � �" -1M , -E ,',� ._.,, 7ny 71 -- ,-. ,�- i �* I anchor w/min.2 emb. cD > ....:. ..._. 7 I INTO ADHESIVE 4"MINIMUM AT EXISTING I ' I I # I ' L.I1 INSTALL(2)#5 DOWELS EMBEDDED ( ) ,, 4 , , , 1 N dded in the mortar'Dint. Sheet metal ties shall I I , , 3 aStrand nd shall have a hood embedded not be less In thickness,Hess than No.9 gage wire for Wood Construction,"2001 Edition and "National Design Standard for Metal Plate 5) FASTENERS SHALL BE CORK " 16 16 12 9 � � �' FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE - -- -_W..ry I L _, I N Connected Wood Truss Construction (ANSI/TPI 1-02)." length into wood framing a ¢ p c X = TING 12"MINIMUM.TYPICAL-U.O.N. ? ; I I ( iC?O i L_____.. ___.____ ___.__ _ A/C 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE S Y s _ 1 FOO ( ) ____.M_-� _ ear SECTI WOOD F G. a _-_-__ ,_ . � I N not be less than No. 22 gage by %"corrugated and fastened with 4 VIEW DIRECTION ' " -« - I � I I , -=-- = - - `-. * I-"•"I N alvanized rOOfin nails. Adjustable or strand wire veneer ties shall be used at he Truss Manufacturer's re tared Engin ON IDENTIFICATION - . . ..�y_._ -._ I `. : ! c _...... i f _ `�, f RAM N �"��"" ' -°"" - __'___1_ �� "_-,.I),_ y ` ` , i - r TI!_E / . I CMU walls. g 5. All trusses shall be designed by t gis rCROSS SECTION A A �"lag screw based f° � I 4 ( sD-1 SD-1 SHEET NUMBER WHERE THE SECTION 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS anchor w/min.2"emb. 16 16 16 16 0 �+ -. _ _ N ' I ,t 4011,_ E ��,...___._1 l , , - _ , ��p _ n (1 ,_.,f! n I _ , I ;` + " " e 6. The truss manufacturer shall submit shop drawings and design notes with a registered IS DRAWN SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE length into wood framing E ' ` 1r t ! Q I 811, 0 La •�. I N 4. Unless otherwise noted on the plans, a 3 /z x 3 /z x /4 steel angle shall b Engineer's seal for approval. Design notes shall include the rated load capacity of the OPENING. S SCALE: 1 required ��v r. r1 y , ; ) G J, I . . -' � ; = f` fo Torched w ndows wd for supporting rhere brickick ris self-supporting. If theover openings. This gength of thele Will not eopeni g truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing N I ," 01 I . '' SD-1 i the connector system proposed.The contractor shall approve fabrication and _ ____----LOCATION OF DETAIL 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- � N/A I _r______________ I I -, I .J - 1 O C1 1 0) exceeds 5'-0"then the steel angle shall be attached to the wood framing with DETAIL IDENTIFICATION PROOFING CONSIDERATIONS. z DO NOT SCALE 9 installation drawings showing size, shape and layout. y RC `�' ��' r I � %"x 3"lag screws @ 32"o.c. DETAIL SHEET NUMBER WHERE THE DETAIL d THIS DRAWING /11I r 7. Jobsite handling and erection, including temporary bracing, during installation of Sp 1 IS DRAWN 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED `- cv HARDWARE WHEN SHUTTER IS NOT IN USE. RELEASE DATE: K .,1'f FN. FL. I _ 3, �11 _ , C trusses shall comply with TPI/WTCA BCSI 1. a, _ _ _ _ _ - _ 0. I ��_ __ , SD-1 �, i 0 HARDWARE AND ANCHORS: t 7-11-08 f,, O ; I ( ` I o- 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened v►Ew DIRECTION EXTERIOR FINISH c REVISIONS: `o � I I 3' 4" 3'-5" 2' 1"I 1. All framing anchors and connectors noted on the structural drawings shall be to their supporting walls or beams with metal connectors as noted in the Truss a _ _F - _� I i manufactured b Simpson Strong-Tie or Engineer approved equal. A ELEVATION IDENTIFICATION SHEATHING - _ _ _ _ _ I - y p g g Connection Schedule. so-1 SHEET NUMBER WHERE THE ELEVATION c �J /L L i I threaded rods shall be in accordance with ASTM A307, Grade A, ELEVATION FRAMING AT OPENING: 2. All anchor bolts and 9. All gable ends shall be balloon framed or braced in accordance with the applicable IS DRAWN HEADER SHOWN,STUD, w I �' 1 I REVIEWED FOR CODE COMPLIANCE DRAWN DY X s, � ' - _ I ; or ASTM F1554, Grade 36. detail as shown in the structural drawings HJT CRIPPLES,OR SILL SIMILAR �+ ..� / I ( � (0 B CITY OF ATLANTIC BEACH �'f ��F I -r cit ' SD-1 , r„ ,", I.," ��"��"' '�'"� I SEE PERMITS FOR ADDITIONAL �� 3. All metal connectors and hardware which are exposed to the exterior or in contact with Z I `� / I I I REQUIREMENTS AND CONDITIONS. 4/22/i�8 ACID pressure treated lumber shall be Type 316 stainless steel or galvanized per TRIM 3DRAWN -Ib / I I i 4"CONCR TE SLAB WITH I I I t REVIEWED BY: DATE: 6'O ASTM AlA153, Class C, or ASTM 8695, Class 50. THREADED STUD c FILE COPY WOOD SCREW BASED D BY r,, E 6 d; ,/I f,F` B I 6x6 W1. 1.4 WWF OR ( I I REVISED DATE - - ��/��/�� 4. All anchor bolts, threaded rods, and associated hardware located within _... _.._ ,,: . .. FIBERMESH 0 R VAPOR BARRIER i ' J I t i r _- _- _ :wo .-1 scALE " >✓ � ,COVERING CLEAN, OMPACT,TREATED FILL. � - 1500 feet of the Coastal Control Line(CCL)shall be galvanized per ASTM AlA153, � � %"FENDER WASHER(MIN.) .QE-) CHECKED BY: INSTALL 2 #5 DOWELS EMBEDDED INTO ADHESIVE(4 MINIMUM)AT EXISTING __ ,..., ,._,,, �..._.,-- ,,-,-..-_._,.1-... i 1 .,_, .._ -,-�--,-- ,-_m_--- -.., .w _,",-- - _w, , -",�-- _ ) I „ _ I_ „ Class C,or ASTM B695, Class 50 OI I FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE - - __1Z " I I " I CONTRACTOR SHALL VERIFY ALL DIMENSIONS i % - I � WINDOW UNIT I w FSS _ _ _ _ _ _ _ _ ; �{r r (,/� PLAN NUMBER 5. Wedge/Expansion bolts shall be"Power Stud/Rawl Stud"by Powers Fasteners/ 11 FOOTING(12"MINIMUM).TYPICAL-U.O.N. sr I L_ 1 1 USING FINAL APPROVED FLOOR PLAN P14161"C Vis"OSB OR 15/32"RATED SHEET: ' f TM :_. .v .. 1 11 . ..w�-_,x.._F t1�..w,a�.�w.�_ ,r_,. �_�:u_. .�,_,.K„�.:� �� w, ,. _____________, S I Rawl, "Trubolt"by ITW Ramset/Redhead,"Wedge-All"by Simpson Strong-Tie,or SHEATHING PANEL L______._ _____ I TC)&50 Indicates additional requirements for structures located within 1500 eet o e 16/0 �iJG. i TO CONSTRUCTION , , r;. I. . Engineer approved equal. _ ,, '�,a M __ pLAN Coastal Control Line (CCL). SECTION - FASTENING OF PANEL TO FRAMING o m.. � � . . '"''""' 11481 ST.AUGUSTINE RD- f Foundation 6. Anchor adhesives shall be either Epoxy-Tie SET or rensAcrylic-Tie AT by Simpson -� ��2a°x2a"X�z°PAOFooTiivG � ��` HULSBERG ENG�NE�R ' w �C NO,1 1 I I I JACKSONVILLE,FL,37258 Edi;2 SHEET 1 11 J 0 CERTIFICATE Strong-Tie and installed according to the manufacturer's instructions. Holes shall be N ,/ 1 -(o I n I -6 a -11_9n -i -9 _ 121-611 FLORIDA CE .� -� cleaned of all debris and brushed out prior to installation of anchor adhesive . :WITH(2)#5 EACH WAY � (0 6 � 2 6 - ° VERSION:02-08 I __ - (TYPICAL) i Phone(904)e�24ot ); I �'J 7 1 SEE DETAIL"E"ON SD 1 1 . ,I-,� ,I 9,_ Ill a r_ a Fax( ) nd JEFFREY E HULSBERG PE WILLIAM J,.4902 P�• FLO No. EYE r,,_011 15,_&„ ,_II �y „p,,a FL PE No.33152 FL PE No.49025 Ott ; ,, No.50791 --- - -- - --- FOUNDATION LAYUUT ONLY OF I I U c U 2x RI c PPED TO BEAM WIDTH WITH d� c •c Y2"0 A307 BOLTS aci c FLOOR SHEATHING TYPICAL EDGE ST �5) q at 24"oc.STAGGERED LU (2)2x_RIPPED DOWN a=4.0' w E" SIMPSON LUS210 HANGER TO FIT EACH SIDE OF TYPICAL INTERIOR Z �E(4) ami N STEEL BEAM NOTE: y O EACH EXTERIOR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE.STRAP '''''''' ,;: E Y"0 A307 THRU BOLTS POST TO BEAM ABOVE WITH(2)H62CLIPS. c O at 12"oc.STAGGERED 3)2x10 TREATED PORCH HEADERTYPI AL J L POSTS-(U.O.N.) - •••••••• o - - SEE DETAIL'Un ON SHEET SD-3 RAILING BY BUILDERLL Z IIIW w : .: II I� 0 O LU II o: c 3 Z F- " • NOTE: C N 0 REMOVE EXISTING DECK 3 7/1 =III TREATED 2x10 FLOOR JOIST 24"O.C. 1114 p y OPEN DECK W8x24 STEEL BEAM III REMOVE EXISTING REAR WALL (II-a AND REPLACE WITH NEW NOTE: x O AND RECONSTRUCT WITH REMOVE EXISTING REAR WALL °� Oa II NOTE: (2)-STORY STEEL FRAME III rn AND RECONSTRUCT WITH '� ® III ADJUST REAR WALL OPENING SIZES A (2x8 FRAMED WALL WIDTH) I ® I c SEE DETAIL'Hw ON S-7 SECTION - STEEL BEAM " " Uj TO ACCOMMODATE STEEL FRAME !NS-07f FOR CUSTOM HAN ER NOTE:SEE DETAIL H ON S-7 INSTALLATION. o TO ACCOMMODATE STEEL FRAME (2}STORY STEEL FRAMEADJUST REAR WALL OPENING SIZES (2x8 FRAMED WALL WIDTH) �FOR CUSTOM HANGER ;< II CONNECTION WIND PRESSURES ON WINDOWS & DOORS (psf) � V♦ S-2 CONNECTION .............. . .. Enclosed Structure _ - _ f1 ,� INSTALLATION Z W ................. . F- O V EXISTING STEEL BEAM TO BE REM `ED � � ��•• III E �„ I AREA OF OPENING EDGE STRIP(5 INTERIOR ZONE(4) I I a Z III m do S-2 ( I Pos Neg Pos Neg n I O co Uj �w II I c I 0 to 20 sf 34.9 -46.8 34.9 -37.9 -2 I I ! s 20.1 to 50 sf 33.4 -43.5 33.4 -36.4 , III Z I 50.1 to 100 sf 31.4 -39.4 31.4 -34.3 I REMOVE CEILING JOISTS IN o ` 100.1 to 200 sf 29.6 -36.4 29.6 -32.6 LU r= w �� EXISTING MASTER BEDROOM. �III o w ( O I , 200.1 to 500 sf 28.1 -33.2 28.1 -31.1 � I I VIII - M m ►- I I Base Design Pressure 29.6 GCpi=t0.18 y BALLOON FRAME WALL III Z o w I I I Soffit Design Pressure(t) 32.6 m 2x6 SPF#2 STUDS @ 16'O.C. I I c° J Q SIMPSON SPH AT 32"O.C. z I.- � z N F- Q, I I I n IIIP Luco o z Z J -41 I ��, I III I DESIGN LOADS DEFLECTION CRITERIA o 1 1 0 i I �, J W (3)2x4 BUILT-UPUj u ►- a _ `O I I o I Q J POST(MIN.) III I FLOORS FLOORS I oQ� I I LIVE LOAD CARPET OR WOOD FINISH co ca d w J 3: U (3)2x4 BUILT-UP I I ~ qQ I I LIVING AREAS: 40psf LIVE LOAD: U480 `o c5 c w Z EXTERIOR BALCONIES: 60psf TOTAL LOAD: U240 - J I I POST TO MATCH I I �; LU 0 0° v I EXISTING DROPPED I I EXTERIOR DECKS: 40psf > I I RIDGE(MIN.) I I U I J DEAD LOAD TILE OR BRITTLE FINISH (3)2x6 BUILT-UP �� • STEEL BEAM TO BE REMOVED I I CARPET OR WOOD FINISH: 15psf LIVE LOAD: U600 s POST AT RIDGE(MIN.) t (2)#10 x 34"WOOD SCREWS RAISED W8X24 STEEL BEAM REFRAME WALL WITH TILE OR BRITTLE FINISH: 20psf TOTAL LOAD: 0360 3 I I I w AT EACH FLOOR JOIST ( BALLOON FRAME o RIDGE ABOVE XISTI GDR PPE EA M I III BALLOON FRAME WALL o ,', a- III EXISTING STEEL COLUMN I 2x8 SYP#2 STUDS @ 16-O.C. ROOFS ROOFS a 3 BE REMOVED I II I 2x8 SPF#2 STUDS @ 16-O.C. a E LIVE LOAD LIVE LOAD: U240 TO BE REMOVED I I W8x24 STEEL BEAM SIMPSON SPH AT 32"O.C. J III S-2 I I TRUSS TOP CHORD: 20psf TOTAL LOAD: U180 I I II cc (r.- r•. �' ✓�- `n N III TRUSS BOTTOM CHORD: 10psf E i cc RIM BOARD x ca III CONVENTIONAL RAFTER: 20psf WALLS > I I I I Z` s. O III CONVENTIONAL CEILING: 20psf BRITTLE FINISH b J " FIELD VERIFY LENGTH DEAD LOAD WIND LOAD: U240 -- ti III v� 3"STD 3Y2"OD STEEL PIPE COLUM c 3 STD 3 Y2 OD a� ( TRUSS TOP CHORD: 2 2x8 HFApER N S-2 OF STEEL BEAM rn F- )) " " I REQUIRED TO ALLOW p � RAILING BY BUILD U STEEL PIPE�OLUMN (SEE DETAIL D THIS SHEET) SHINGLE- 7 sf FLEXIBLE FINISH: m 2 C 1 K s { �- III o (SEE DETAIL"D"THIS SHEET) FOR SUPPORT OF TYP TB TILE- 15psf WIND LOAD: U120 NEW RAISED(2)13x"x 14"LVL. `o o � Q INTERSECTING BEAM TRUSS BOTTOM CHORD: 5psf o ' �- Y"x 6 Y"x 8"CAP PLATE � � m cn 5 " " CONVENTIONAL RAFTER: a) ;;; : � ••••••••••••••••••• • (3)2x4 BUILT-UP a Z FLOOR JOISTS o Z o o TRIM EXISTING BEAM AND REHANG w/(4)/a xY A307 BOLTS a ••....."""""" ' ' Z 0 o Z SHINGLE- 10psf $ ;;: : ; POST(MIN.) III 8 O THREADED ROD ASSEMBLY AT Z w- �'' N o_ w w III INTO PACKED OUT STEEL BEAM w/HU410 a) - .n p III F NOTED ... N w NOTED SPACING(SEE DETAIL N m o O � '� S 0 0° � w CONVENTIONAL CEILING: 10psf o ••• o a. (2)SIMPSON H3 CLIP AT ON THREADED ROD LAYOUT) u� Zd ? 3 Z P � w o o •r o EACH FLOOR JOIST � w z z Z F- ; . _ LO 2x FRAMED WALL co Co o Co _ DESIGN CRITERIA: N Z cc O w S; o ¢ 3 ' M I 1 3"STD(3Y"OD) BUILDING CODE:2004 FLORIDA BUILDING CODE RESIDENTIAL vii c o STEEL PIPE COLUMN AND EXISTING WITH 2006 SUPPLEMENT �' 3 ......::::::::::::::::::::::::::::::::::::::' Q III • : ; WIND DESIGN METHOD:ASCE 7-02 .. v � ¢ aw,. A SECTION -TYPICAL CANTILEVER FLOOR vERIF�r MIN.2x10 BASIC WIND SPEED: 120 mph w Tv cc S-2 - -- -- BUILDING CATEGORY: II v; c Z Q c III III WIND IMPORTANCE FACTOR: 1.00 P w a� III III WIND EXPOSURE:C DRY PACK NON-SHRINK 8"x 8"x%"BASE PLATE o III ( 1 III III GROUT AFTER LEVELING. wl(4)5/"A307 ANCHOR BOLTS. ENCLOSED STRUCTURE(OPENING PROTECTION REQUIRED) POCKET DOOR'TO STOP a( w III III III (6"EMBEDMENT USING ADHESIVE BUILDING CLASSIFICATION: RESIDENTIAL BEFORE CORl�jI:R .......•..•..... ; III I Q a III OR CAST-IN-PLACE) BUILDING TYPE:TYPE V CONSTRUCTION 1 IN. C.� c ( rn 1�7 N O w u7 D : : a a ° BOTH"ADDITION"IAN D AL �3 w M III PROJECT SCOPE OF W C R FLORIDA EXISTING �-1 III -� M � BUILDING CODE AS BO "ALTERATION LEVEL � ••••••••••••••• c � J ch THE COMPLETED STRUCTURE HAS BEEN DESIGNED TO COMPLY SEE FOUNDATION PLAN WITH CURRENT WIND LOAD REQUIREMENTS IN ACCORDANCE WITH c m I"""I p - -- ° LEVEL(3)REQUIREMENTS. III Fii Y w - -- a FOR FOOTING SPECS. a. ca } m vi w _j NOTE: y rn c BASEPLATE MAY BE RECESSED INTO SLAB MAX.3". :..:.. .........:>::..... . .:. . .................. . . 3 W 8 x 24 STEEL BEAM E2 w (FILL w/GROUT AFTER INSTALLATION) -o LU III III D SECTION - STEEL PIPE COLUMN END SUPPORT III II ... d " Y2"OD) . . � � �6, o S-2 W8x24 BEAM WITH 3 STD(3 z OD)PIPE COLUMN G ca III o N A o N II�� N A � fl' L[7 a N III co NOTES: p M o ti m L 3 y"x 3 Yz"x%" SOLID CORNER = = S-2 8 ................-................. NOTES: L III co (D co O 2 2x8 HEADER . . VIII � '" � -' `� "' ' - �,III cD 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 o w LL 00 ................ . _ (2)13/a"x 9Y"LVL p g 2 C 2 K 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 w z - Z c Z w c^o N o c H J STUDS @ 12-O.C.FOR PLATE HEIGHT OF 9'-1 Ys"-U.O.N. N N w 6 STUDS @ 16-O.C.FOR PLATE HEIGHT OF 8'-1 Y"-U.O.N. f° to II III 2x10 FLOOR co ... II III 2X4 z JOISTS 24"O.C. m o "_ C C7 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 DOUBLE `r V a 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 � = III III $ Y L ICU W 8 x 24 \_(2)%"0 A325 THRU BOLTS SDS III -- - - aa.. m c `t SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1�"-U.O.N. STEEL BEAM (EACH SIDE) III DOUBLE __ _ = cn 0 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 8'-1 Ye"-U.O.N. cg �- I -- -Cf) - - III II 3 07 U a- 4-BOLTS TOTAL 2 2x8 HEADER m __ __ = 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. `-° 00 Q III 2 C 2 K == 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(LAP-SIDING)-U.O.N. c �� NOTIFY ENGINEER OF ANYVARIATIONS. co -- SHEARWALL LEGEND: I _ 2 2x8 HEADER - - - - - - E III O NOTIFY ENGINEER OF ANY VARIATIONS. _ _ __ _- E E 2C 2K -- SHEARWAL III • S ----�- --- $ SCALE: III U_ a o � SCAL I SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER 1 H _ r� U_ ( � ® = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER ® _ U) Y = ') -O (U.O.N.) III O /s OR /e2 RATED SHEATHING,EXPOSURE I.FASTEN %s" OR 1Y3f RATED SHEATHING,EXPOSURE I.FASTEN DO NOT SCALE E SECTION - INTERSECTING STEEL BEAMS (2)2x10 PORCH co 7 " 15 n " " z Z III. -HEADER PIC MULTI-PLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): WITH 0.131 x 2Y2 NAILS( 6 O.C.ON EDGES AND �' D I WITH 0.131"x 2Y2"NAILS @ 6"O.C.ON EDGES AND N S-2 ==== ======_�=_-S-TY--- _____ D 12"O.C.ON INTERMEDIATE SUPPORTS. 2 T BALLOON F�ME WALL" 12"O.C.ON INTERMEDIATE SUPPORTS. THIS DRAWING 2 PLY 134"WIDTH BfJ1MS- 3)ROWS-0.131"x 3Ya"NAILS 12-O.C. 2x6 SPF#2 STUDS @ 12 O.C. RELEASE DATE: * ( ) ( @ = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER ;v RELE ® = SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER a, a.UL %"OR 1ye2"RATED SHEATHING EXPOSURE I.FASTEN L 7"� -�$ R III (3)PLY 1 4"WIDTH BEAMS- (3)ROWS-0.131"x 3Y4'NAILS @ 8-O.C.(APPLY EACH SIDE) XW OR 1%32"RATED SHEATHING EXPOSURE I.FASTEN C I I " " c -- SD-3 WITH 0.131"x 2Y"NAILS(�3-O.C.ON EDGES AND c WITH 0.131"x 2Y NAILS @ 3 O.C.ON EDGES AND - REVISIONS: III 12"O.C.ON INTERMEDIATE SUPPORTS. REVIS 12"O.C.ON INTERMEDIATE SUPPORTS. NOTE: (4)PLY 1 34"WIDTH BEAMS- (3)ROWS-SIMPSON Y4"x6'SDS SCREWS @'12-O.C.(APPLY EACH SIDE) E EACH EXTERIOR POST SHALL BE TREATED NOTES: SBS = SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL c SBS = SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL 4x4 POST ON ABU44-Z POST BASE.STRAP WITH DENOTED PATTERN. I I WITH DENOTED PATTERN. W POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. 1) SPACE NAILS OR SCREWS 2"FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM L L' TYPICAL ALL POSTS-(U.O.N.) � I I a� SEE DETAIL"U"ON SHEET SD-3 Cn 2) MINIMUM MATERIAL SPECIFICATIONS: ca E=1,900,000 psi = I I WOOD FRAMED HEADER LEGEND: _ Fb=2600 psi WOOD FRAMED HEADER LEGEND: , Fc_750 psi DENOTES SIZE DRAW F�=285 psi OF HEADER DENOTES HEADER DRAWN c ERF 2 HEADER a C K CHEC 2C 2K a� c 2 2x10 HEADER �, 2 = CHECKED BY: WIND-BORNE DEBRIS PROTECTION REQUIRED: FSS DENOTES QUANTITY DENOTES QUANTITY w DENOTES QUANTITY DENOTES QUANTITY BALLOON FRAME WALL OF CRIPPLES OF KING STUDS 4) SHEE OF CRIPPLES OF KING STUDS � SHEET: 2x6 SPF#2 STUDS @ 12-O.C. THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS REGION AND OPENING PROTECTION y - WA L L LAYOUT FIRST FLOOR G REQUIRED. STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM L S �3 GLAZED OPENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-10R USE ` WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM 04 WALL LAYOUT SECOND FLOOR c ALTERNATIVE SHUTTERS WITH FLORIDA PRODUCT APPROVAL". 2 2X6 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND G 2 2X6 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND N (1)KING STUD AT EACH HEADER(U.O.N.) (1)KING STUD AT EACH HEADER(U.O.N.) Q THREADED ROD LEGEND: • Y2"THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) THREADED ROD LEGEND: • = Y2'THREADED ROD FROM FOUNDATION TO DOUBLE = c O 2' TRE MINIMUM EMBEDMENT REQUIRED) d, Y2"THREADED ROD FROM FOUNDATION T UPPER FLOOR c c _ • c DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQUIRED) w O Y2"THREADED ROD FROM FOUNDATION TO UPPER FLOOR O YZ DOUBLE PLATE. 7"MINIMUM EMBEDMENT � � "THREADED ROD FROM FOUNDATION TO DOUBLE .$ LL, ( NT REQUIRED} w J PLATE.(12"MINIMUM EMBEDMENT REQUIRED) inE 21 Y2"THREADED ROD FROM FOUNDATION TO DOUBLE `,- Y2"THREADED ROD FROM FOUNDATION TO UPPER FLOOR Z PLATE.(12"MINIMUM EMBEDMENT REQUIRED) �. DOUBLE PLATE.(12 MINIMUM EMBEDMENT REQUIRED) o .N O 1 = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE € O = Y2" E THREADED ROD FROM FOUNDATION TO UPPER FLOOR .E ca DOUBLE PLATE.(12"MINIMUM EMBEDMENT REQUIRED) c E - HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE aci W O - _- -- --t = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE An MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE 3 III ItI U Z TO DOUBLE PLATE ABOVE. cn III I = co HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE O _ 4 , II - HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE C ItI tiI MINIMUM Y2"0 ROD TO HOLDOWN ANCHOR AND CONTINUE MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE c !, TO DOUBLE PLATE ABOVE. 3 TO UPPER FLOOR DOUcn BLE PLATE ABOVE. O Itl III III IIt O = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE x o 0 ItI III O MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE °' O SEE DETAIL"H"ON S-7 B TO UPPER FLOOR DOUBLE PLATE ABOVE. Q t FOR CUSTOM HANGER III SEE DETAIL"H"ON S-7 O DSP TOP AND BOTTOM CONNECTION �6 n I _ -- ........ NUT&3"x 3"xYa"WASHER � W II III FOR CUSTOM HANGER o Q F.. I J Z V CONNECTION RAISED BE ( S NOTED) NUT&3 3 WASHER 3 Q "x "xYa" SER � � - --q AMA D •'��' O CL D Z _ — DOUBLE PLATE -E O W ^ " RAISED BEAM AS NOTED SEE DETAIL H ON S-7 ( ) Oca O tN FOR CUSTOM HANGER I III CONNECTION -~ 2 w m M 4 III �-DOUBLE PLATE E m cn a ~ � W Q W ca � o = • THREADED ROD ASSEMBLY 2 o Q III "' "� W w z THROUGH CENTER OF Q Q III a� Q > `n • RAISED BEAM T 1 W Q o I.Y t • THROUGH CENDTER OF ASSEMBLY cc s THREADED w Q 2 _ �W III RAISED BEAM I Itl � W ~'� •- , o • A III J ■ • • • THREADED ROD THROUGH RAISED HEADERBEAM a I • LLI • c J cc � w • THREADED ROD ASSEMBLY 3 I Y" HER E NUT&2'x a WAS TT22 THREADED ROD THROUGH RAISED HEADERBEAM % � a III • • • THREADED ROD ASSEMBLY • III ^e� 3 FLOOR SHEATHSECOND ING LE PLATE t- . I NUT&2"xYe"WASHER w cc III c ~ °'' a roi HTT22 SECOND FLOOR SOLE PLATE n- " III �. �' ,, ''Z I ' C7 "� cc fp III `n FLOOR SHEATHING °D ccn FLOOR JOIST(AS NOTED) 0 C6 W III -- -- -- __ - - - - - - -- - --- -- - - cc r, ' � - - FIRST FLOOR DOUBLE PLATE E ,r = a, III o = —— ——.— Z u�/, r�`� tIi FLOOR JOIST(AS NOTED) 1° '% ctj w Z ADDITIONAL CS16 0 m c a c" O TO WALL BELOW DETAIL OF ROD THROUGH FLOOR SYSTEM o M q 0 III FIRST FLOOR DOUBLE PLATE � <.j U� .. : ; - 8 P4 a� Z N — 3'STD(3 Y"OD) 3"STD(3 Y"OD) � z : ... : ................... . : O III HTT22 STEEL PIPE COLUMN STEEL PIPE COLUMN DETAIL OF ROD THROUGH FLOOR SYSTEM o < • •' �`�`� fll rT, � H W ti Z III •a �..L.� z ... o w pq � w 1.0 ALTERNATE:SIMPSON LBPS Y2 >- o NUT WITH 3"x 3'x Y4'WASHER o W o ; g ~ WASHER. _ " w SLOTTED WASHER WITH 1"FENDER o z O Wrn NUT WITH 3"x 3'xY WASHER Q ' o N d ADDITIONAL CS16 DOUBLE PLATE 3 I--�� _ -' Z ALTERNATE:SiMPSON LBPS Y m r •••••••••••• """.... ' O L W Q ANCHOR BOLTS @ 32O.C. SLOTTED WASHER WITH 1"FENDER DSP TOP AND CS16 2 CS16 TO WALL BELOW TO WALL BELOW _ • • DETAIL"F"ON SD-2 WASHER. : . ............................................ : SD y � � ALIGNED wl HOEDOWN AT SILL � 1'.,)r �J w AT BOTTOM TO ( c v p J rn I"1 CENTER ROD WITHIN DOUBLE PLATE cc _ DOUBLE PLATE c F-- WALL BELOW Y2"THREADED ROD U.O.N. -o HTT22 HTT22 HTT22 HTT22 �� Q " W • ^ ..................... . . Y ( IL Q OPTIONAL-Y2 THREADED COUPLING c Q • HTT22 2 THREADED ROD U.O.N.) -o CENTER ROD WITHIN DOUBLE PLATE O �_ OR EACH ROD.) LL MINIMUM DEPTH OF THREAD IS Y" � W U -a cc F_ " rn Z H III I NUT WITH 2"x Ys"WASHER ANCHOR BOLTS @ 32 O.C. = OPTIONAL-Y2 THREADED COUPLING _ U DETAIL"F"ON SD-2 III : : (MINIMUM DEPTH OF THREAD IS Y" SILL P U III III POR EACH ROD.) -o W Ii �, I LATE s W III ................ III � ... • ._........._............... IIt NUT WITH 2"xYe"WASHER -°'o cf' III EMBED INTO SLAB OR FOOTING ~ a WITH ANCHOR ADHESIVE N • ItI "' Iti itI SILL PLATE a��i V I CENTER ROD WITHIN SILL PLATE O m Lo `./ a ::::::::::::::' III w � � � HTT22 III EMBED INTO SLAB OR FOOTING < •••••••••• I NOTE: a m �HOLE SHALL BE CLEARED OF ALL _ III WITH ANCHOR ADHESIVE c U' CENTER ROD WITHIN SILL PLATE a0 w o III • ...................... __ DEBR S AND BR SH D OUT PRIOR cc ui ZW U- M NOTE: " .. c � J M ADDITIONAL CS16 TO INSTALLATION OF ADHESIVE. >-- �' •a a vi � W � e a Z TO WALL BELOW 0 c HOLE SHALL BE CLEARED OF ALL c° DEBRIS AND BR H f-'-1 = HTT22 HTT22 P US ED OUT PRIOR :2: .... . .. 4 PHD2 AT RIDGE MINIMUM 7"EMBEDMENT INT •3 � w e. a a� Y w CONCRETE(OR AS NOTED} a .< a r a TO INSTALLATION OF ADHESIVE - C- TO WALL BELOW co I; - (2)css THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE ANCHOR BOLTS @ 32"O.C. < .d MINIMUM 7"EMBEDMENT INTO w ;: ;; ; III c c � ''•' �•' � III ALIGNED wl HOEDOWN AT SILL CONCRETE(OR AS NOTED) � w III III ' Y2"THREADED COUPLING(U.O.N.) _c_- .CD c III III THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE III 2"xY"WASHER a � co III ANCHOR BOLT OPTION 10R 2 8 04 �. a`) ch m c c III N M o W -J ' Y2'THREADED COUPLING(U.O.N.) N q ^ CAST-IN-PLACE _ o m - - 2"xY"WASHER >1 N o II OPTION 1.Yz x 10 CAS -p Z oU o - _.... _ HTT22 :::::::::::::::::::::::::::::::::................. HTT22 ANCHOR BOLT OPTION 1 OR 2 8 cfl : : : ; EM P ° ~ v N HTT22 s c� III s O > rn o �. p cv o ti S-2 EMBEDMENT.(HOT-DI �, _ III ED OR L-BOL � J " " o W -i cN M c, GALVANIZED OR S S) = Z rn • • OPTION 1:Y x 10 CAST-IN-PLACE -v Z u. HTS24 AT RIDGE III a Q p x 5 ' HEADED OR L-BOLT WITH c - - co m _ AND CS16 TO HEADER " o cc III IIIca ,,p OPTION 2:Y SCREW ANCHOR I-= Y t 7"EMBEDMENT.(HOT-DIP = J o III III tIt / ^ GALVANIZED OR S.S.) a, O - rn o o, III III BY HURRI-BOLT,INC. Q n- Y THREADED ROD.TO- .. III = Z u� m ( == === ( o III R 2nd FLOOR SILL PLATE a Q O c x E = = III INTERIOR LOCATIONS ONLY) c c0 - Ds � r fn Iti SD-3 c s OPTION 2:Y2'SCREW ANCHOR 8 ,i s I = = o SCALE: BY HURRI-BOLT,INC. 3 v a - _- III • __ e`s 'De (INTERIOR LOCATIONS ONLY) o P I SEE DETAIL"BB" THREADED ROD ASSEMBLY ANCHORAGE OPTIONS E III HTT22 E " " DO NOT SCALE HTT22 4'� = 1 -0" ON SHEET SD-3 Z III HTT22 8 SCALE: SEE DETAIL"FF" SEE DETAIL BB I NUT 2 THIS DRAWING ItI HTS24 AT RIDGE THREADED ROD ASSEMBLY ANCHORAGE OPTIONS �_ - n I ON SHEET SD-3 ON SHEET SD-3 AND CS16 TO HEADER y III. z - 1 -0 (U.O.N.) — - -- -- — _- -- -- . (D DO NOT SCALE .��- —— — N SIMPSON LBPSY SLOTTED WASHER s RELEASE 7-11-0$ Y"THREADEC ROD TO THIS DRAWING -------1"FENDER WASHER. c 2nd FLOOR SILL PLATE RELEASE DATE: a • T ;, — REVISIONS: - SIMPSON LBPSY2 SLOTTED WASHER 7-11-08 R III c Y"THREADED ROD(U.O.N.) SD-3 ---1"FENDER WASHER. c' c III — REVISIONS: I I ALTERNATE WASHER DETAIL NOTE: • Yz"THREADED ROD(U.O.N.) � Al 09-24-08 CMF EACH EXTERIOR POST SHALL BE TREATED • ALTERNATE WASHER DETAIL I x TRUSS OR BEAM(AS NOTED) 4x4 POST ON ABU44 POST BASE.STRAP ff w c — DRAWN BY: POST TO BEAM ABOVE WITH(2)H6 CLIPS. HTS24 AT RIDGE TYPICAL ALL POSTS-(U.O.N.) AND CS16 TO HEADER � HTT22 = — J HOEDOWN(AS NOTED) c ERF • . TRUSS OR BEAM(AS NOTED) — — FASTENED TO TRUSS DRAWN BY: OR BEAM. __ CHECKED BY: w FSS HOEDOWN(AS NOTED) ERF SHEET: LTT20 LTT20 FASTENED TO TRUSS a) c, OR BEAM. CHECKED BY: U) w FSS I THREADED ROD ASSEMBLY = SHEET: THREADED ROD LAYOUT - SECOND FLOOR - Lo oS _5 THREADED ROD LAYOUT - FIRST FLOOR �THREADED ROD ASSEMBLY � HOEDOWN ON THREADED ROD AT TRUSS 1 BEAM � U ' L HOLDOWN ON THREADED ROD AT TRUSS 1 BEAM N S �4 IO o c ujc w CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS c � 1" 1" Lu c e"END PLATE I I I NOTE: Span Tables for No.2 SYP Rafters -1r- BEAM EXISTING ROOF SHEATHING SHALL BE REINFORCED No Ceiling Load-20 psf LL,10psf DL TYP 3e"WEB STIFFENER �� I Q „ 3 „ 12"o.c. 16"o.c. 24"o.c. w EACH SIDE a u s " o WI ADDITIONAL 0.113 x 2 /s RING SHANK NAILS AT SIZE 2"o. 6"o." 4"o. , " �� /s END PLATE ( ) 2x6 �.p Ye WEB STIFFENER WIDE FLANGE BEAM w �� 2 Y"BOLTS c ,.. 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. 2x8 2z'-5^ 1s'-5" 15'-10" U) EACH SIDE I I S �6 " " " WIDE FLANGE BEAM AS NOTED �� y 2x10 26-0 23-2 18-11 x I a y"STEEL PLATE WELDED TO `� E AS NOTED _Jl__ I SIDE OF STEEL COLUMN wl � STRUCTURAL RIDGE a O Ya"PLATE"BUCKET"HANGER c NEW(3)2x12 Span Tables for No.2 SYP Rafters No Ceiling Joist z FORMED OUT OF Ya"PLATE. J / \ / \ NOTE: with Drywall Ceiling-20 psf LL, psf DL n co ;R I-- " " y �',I O O TYP � n � STEEL FABRICATOR TO DIMENSION SIZE 12 o.c. 16 o.c. 24 o.c. - " " " _ �� WHERE �� INSTALL H8 CLIPS AT ALL EXISTING RAFTERS " , " " •� Z i TYP 2x2 xYa STEEL ANGLE-TYP. 1 1T-6 LANGE WIDTH ANGLE W H STEEL w I' CUSTOM HANGER BA v, G HURRICANE CLIPS ARE NOT PRESENT. 2x10 24-0 25 2 20-6 c (MATCH ) �� ACTUAL SITE MEASUREMENTS. \ EXISTING 2x12 2s'-0" " �, 10 / / \ " Ya"STEEL (MATCH FLANGE WIDTH) 2"x 2"xYa"STEEL ANGLE-TYP. W .� 2 x 2 x w 2 e"A325 BOLTS o ACH SIDE)-TYP. D / \ IF EXISTING HURRICANE CLIPS ARE PRESENT, VERIFY Span Tables for No.2 SYP Ceiling Joist 3 ANGLE WITH 0 Q �� ii •, // \\ •"� ALL NAIL HOLES IN CLIPS HAVE BEEN ULTILIZED. 20 psf LL,10 psf DL 0 . 2 %"A325 BOLTS z o ° --j \ \ (MIN. (4) NAILS AT EACH END) SIZE 12"o.c. 16"o.c. 24"o.c. a) V 0 CH SIDE)-TYP. wo 0 0 � LLI (n / \ \ 2x4 9'-10" 8'-11" T-8" Lu o o U z ! (2)Y"BOLTS L W 2x6 15'-6" 3'6" 11'-0" c � v z NEW 2x6 @ 24-O.C. \ NAIL TO RAFTER 2x8 20'-1" 1 T-5" 14'-_ .3 / \ 2x12 26'-0" 24'_9' 19'- 0" ELEVATION-CORNER CONNECTION SIDE VIEW I I -BEAM a / AT EACH END V w/ 5 0.131 x 3 Y NAILS ( ) Span Tables for No.2 SYP Floor Joist L ELEVATION-CENTER CONNECTION 40 psf LL,10 psf DL = G DETAIL - UPPER FRAME CORNER I I 3 ER FRAME CENTER CONNECTION V` O SISTER MIN.2x8 SYP#2 TO EACH EXISTING TAIL - UPPER " " " O F DE Y (STAGGERED) S-7 N.T.S. x 3 a 3 O.C. ST RAFTER NAILED w/0.131 @ ( ) _ SIZE 12"o.c. 16"o.c. 24"o.c. 2 Y"BOLTS " " n S-7 N.T.S. ( ) STEEL PLATE 2x6 9-8 8-10 7-8 .� = U -vuj 2x8 2'-10" 11'-8" 10'-2" - a� ca 25 0 16-4 14-10 13-0 >, O (n 2x12 9'- 1" 18'- " 15'-4" m D SISTER MIN.2x8 SYP#2 14"TJI 230 3'-10" 1'-9" 9'-1" 0 SECTION - STRUCTRUAL RIDGE FRAMING A TO EACH EXISTING 16"TJI 230 26'-5" 24'-1" 20'-7" > o g 6 RAFTER NAILED w/ rn BEAM ® Laoiuj 0.131"x 3 Y" 3"O.C. 2"x 2"x Y"STEEL ANGLE-TYP. Roof Framing Notes: W _ `4 ~ zci w (STAGGERED 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP C° Q (MATCH FLANGE WIDTH) a� 2. ALL RAFTERS SHALL BE 2x6 @ 24"oc.(U.O.N.) o e"WEB STIFFENER z ` ■ EACH SIDE 2"x 2"x Y"STEEL TYP c J W 0 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS O ANGLE WITH " "xYa"STEEL ANGLE-TYP. L-7 J a WITH(5)10d x 1Y NAILS EACH END. � 2 x 2 5 " ■ TYP MATCH FLANGE WIDTH) 2)/s A325 BOLTS o ~ 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL O 0 V ( EACH SIDE) RAFTERS WITH 5 .131"x 3Y"NAILS. $ � w HANGER a COLLAR TIES TO RAF O a 4 c LLi z -� €o t r a , Lu 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH( ) _, w_ p 131"x 3Y"TOE-NAILS. > ~ -� 1 VALLEYS SHALL BE 1 NOMINAL SIZE LARGER ~ U a s/"WEB STIFFENER STEEL MOMENT FRAME NOTES: 6. ALL RIDGES,HIPS,AND O EACH SIDE ' F (3)2x6 BUILT-UP ¢ (3)2x4 BUILT-UP THAN ADJOINING RAFTERS.(U.O.N.) TYP WIDE FLANGE BEAM 1) ALL MOMENT FRAME CONNECTIONS SHALL WIDE FLANGE AS NOTED BE MADE USING A325 HARDWARE AND INCLUDE to c: POST(MIN.) POST(MIN.) 7. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131"x 3y"NAILS. 3 BEAM BOTH BOLTED AND WELDED COMPONENTS f Z AND CEILING JOISTS TO TOP PLATES WITH(3) € W III 8. FASTEN RAFTERS a AS NOTED H DETAIL - LOWER FRAME SIDE CONNECTION ADD NEW 3 2x12 .131"x 3Y"TOENAILS. t 2) STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PROVIDED S_7 c J (L)RIDGE III FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12 11-0 z TO CONTRACTOR AND ENGINEER OF RECORD FOR REVIEW N.T.S. v y. LL STRUCTURAL III 9. III c TWIST STRAPS WITH(7110d x 1�"NAILS EACH END OF STRAP. { • TYP PRIOR TO FABRICATION. c L.0 O " " Ya"STEEL ca m LL 2x2x m .i� • ANGLE WITH 3) COORDINATE 1 VERIFY FRAME DIMENSIONS PER FINAL C JAn L 2 5e"A325 BOLTS WINDOW 1 DOOR OPENINGS AND FLOOR ELEVATIONS. o � _ _ - -•- - - - , , , • - TYP o � _� � Z ��ACH SIDE)-TYP. ' V LL Q DOUBLE 2x6 BOLTED 8 Z s m I w w 3 �, 2nd.FLOOR DOUBLE PLATE TO TOP FLANGE wl ou, 9o0 0 o }fes z ¢ v z STAGGER ACROSS FLANGE o N LO Y BOLTS 24 O.C. W z 0 U- o e"WEB STIFFENER aci L a Z wo '�' EACH SIDE w .a III $ O 0 z W8x24 W w8x24 "' • ELEVATION-CENTER CONNECTION ELEVATION-SIDE CONNECTION c3o ~� Q Z N LLI '•il"' - OWER FRAME SIDE CONNECTION � -j LL ETAIL L G -o �, ¢ a v J J to E D F S-7 W o DETAIL - LOWER FRAME CENTER CONNECTION G s-7Z t-- 3 I—� D D S-7 N.T.S. S-7 Q .......................................... Q s-7 N.T.S. (SIMILAR) Lj_ U.- Q m 1-- o �° J w Z W � 0 w U 13'-11" Q a LL_ 13'-11" TO 4 c W cv III I a 1-- 4.TO� y W � ID LL, W L ; :: ::::::..._............... . III � ¢ aw. WF y = z N 0 �n y W w (3 5e"A307 THREADED ROD ® INTERSECTING STEEL BEAM g °�' V L Y W O 5 ^ in _ V L _j m m 4 e A307 THREADED ROD ) a J ANCHOR BOLTS(AS NOTED) NOT SHOWN FOR CLARITY } W —� -o • III SEE DETAIL"E"ON S-2 FOR � ° Q' � LL A WASHERS. ( TIO ) > > c N ( ) WITH NUTS AND AS E S SIMILAR CONNEC N ® o 0 3 u. v � A CHOR BOLTS AS NOTED AT EPDXY III A WASHERS. RODS INTO SET"OR" � ;t' — — H = WITH NUTS AND AS ERS " — — RODS INTO"SET"OR"AT"EPDXY. ~ w MN AS NOTED w o Y �iN EEL COLU ) g �n WIDE FLANGE ST y Vl w O p WIDE FLANGE STEEL COLUMN(AS NOTED) N c Lu 25o s LL 449 c • � LL W8x24 = v i W -o -, [,—BASE PLATE AS NOTED v w N x a� BASE PLATE(AS NOTED) ( ) W8 24 E00 INTERSECTING BEAMS � `n •� N ;.' a �� 7" E Lo NOT SHOWN FOR ..... . III � S_7 p S_7 CLARITY(SEE DETAIL"H" M -oa ti mmm�qo I INTERSECTING BEAMS S-7 �' o w L-Lj cNo Lu N SIMILAR) THIS SHEET FOR o cn -- �iN ( CUSTOM HANGERS = -o z c NOT SHOWN FOR CO w cc J N (I L N " CLARITY(SEE DETAIL"H" o m C3 N N J . � z � � � PURLIN BRACE TO BEARING - > W li s o M Ict THIS SHEE 1 FOR w rn v o rn a II J DETAIL- STEEL FRAME BASE PLATE CUSTOM HANGERS W $ 0 w ;, z �= o � s c DETAIL - STEEL FRAME BASE PLATE 8 s X Z 3 cn caa X N M O w ' Z CO S-7 N.T.S. LL N I L = J c S-7 Go 5 a � z a co � Q N.T.S. x J o' = z rn Q U- � >- E y SCALE: 1 n _ i n a a o � x _ .N. J 1 -0 U.0 ) III II 8 Y t u /a = = o CO --> C S-7 z E — _ = 2nd.FLOOR WALL J S-7 DO NOT SCALE — s_ 2 s-7 `1- 2_1 THIS DRAWING .______ _ _..__ $ SCALE: , ,� _-- -.___ ._ - �_._. ___ .___ . _ (2)2x_RIPPED DOWN T . MIN.2x6 FTER 24 0. _ _._______.___.___ _._..______.___-__..___ _.._._____ _.__ __._ __._ _ . ' - •� � 1 -0 (U.O.N.) DECK FIRST FLOOR � RELEASE DATE: a� TO FIT EACH SIDE OF , z DO NOT SCALE °. °' e ° � 7 11-08 o STEEL BEAM ° o _ 4.' ' a . •y', ° e. • N °+ ° .e1. '! ..• •;'•° .•a .•° . . ° e REVISIONS. THIS DRAWING " -14-08 Y RJ A307 THRU BOLTS we W at 12"oc.STAGGERED ° 1 0814 08 CMF o ( RELEASE DATE: U cv - � - � 09-24-0$ CMF o 0 7 11-08 w 2x8 LEDGER WITH(4 0.131"x 3 Ya" U REVISIONS: ) NAILS 16 O.C. EACH STUD rn c W8x24 STEEL BEAM 7"x 12"x e"BASEPLATE rn ( ) o' c 7"x 12"x e"BASEPLATE wl 3)e"ANCHORS w/ � a wl 3)%ANCHORS wl N MIN.12"TYP.�MBED.(SET or AT) � co 210-Z HANGER SIMPSON LUS210 HANGER , Mie, TYP.EMBED.(SET or AT) Cp N w SIMPSON WS A SECTION - 2 STORY STEEL FRAME DRAWN BY: � ERF B SECTION - DECK FRAMING TO EXTERIOR WALL CHECKED BY: w FSS DRAWN BY: sa SHEET: ERFcn CHECKED BY: x Lu FSS to N S �7 SHEET: STRUCTURAL TURAL STEEL DETAILS AND SECTIONS ROOF LAYOUT N 0 BRICK VENEER WITH 1"AIR SPACE - Z AND WALL TIES c O 2x STUDS @ 16"O.C.(U.O.N.) CONT.FLASHING;PROVIDE WEEP BRICK VENEER WITH 1"AIR SPACE (TYPICAL DOUBLE PLATE SPLICE) a> AND WALL TIES $; 48"MINIMUM SPLICE LENGTH TYPICAL HEADER TO KING STUD CONNECTION _ TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT 0 Q c MINIMUM NAILING OF (SEE DETAIL"E"ON SD-2) HEADER NAILING REQUIREMENTS w (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL 0 Q HOLE @ 33"O.C• � � w I (16)0.131"x 3"NAILS IN THIS ZONE. � �` � " " " NAIL EACH PLY OF KING AND CRIPPLE STUDS PLATES WITH 0.131 x 3 NAILS @ 8 O.C. o GROUT AIR SPACE BELOW FLASHING .n 2x TREATED SILL PLATE 2x STUDS @ 16"O.C.(U.O.N.) (SEE TYPICAL WALL SECTION CONT.FLASHING;PROVIDE WEEP " n JOINT IN LOWER PLATE JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3 Ya"NAILS @ 6-O.C. STAGGERED ''` DOUBLE PLATE 2x6 (3)NAILS PER PLY Q FOR ANCHORAGE) HOLES @ 33-O.C. 4 CONCRETE SLAB WITH 6x6 4"CONCRETE SLAB WITH 6x6 GROUT AIR SPACE BELOW FLASHING Wl Ax1.4 WWF OR FIBERMESH = STAGGERED(TYPICAL) I �� THREADED ROD ASSEMBLY WITHIN I THREADED ROD ASSEMBLY CENTERED ' I ^` � TYPICAL STUD TO DOUBLE PLATE '� CRIPPLES AND KING STUDS 2xg (4)NAILS PER PLY o N 4"CO C WWF L FIBERMESH 2X_TREATED SILL PLATE ( 6 OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLE STUD AND KING CONNECTION (AS NOTED) .� SEE TYPICAL WALL SECTION fj. _____�— co 8"MAX. 6"MAX. ALTERNATE:IF ROD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS I (SEE DETAIL"G"ON SD-2) HEADER(AS NOTED) HEADER 2x10 (5)NAILS PER PLY o O THAN 6 FROM SPLICE-ADD JOINT. 6 MAX. (SEE WALL LAYOUT) NAILS AS NOTED �' Q \ ; ; FOR ANCHORAGE) °d. ` ' \ \ \ \ \ �' SSP AT SPLICE. I MSTA36 STRAP CENTERED ON CHANGE IN 2x BLOCKING(TYPICAL) IN TABLE 2x12 (6)NAILS PER PLY 9 Z ° ^ \//\/j\//� € I ( I PLATE HEIGHT VAPOR BARRIER OVER TREATED 4 CONCRETE SLAB WITH 6x6 �`° , \/\/\� o I (3)0.131"x 3Y"TOENAILS AT EACH c �� O o END(TYPICAL) CRIPPLE STUD 9Y"LVL (5)NAILS PER PLY O \ \j\ GRADE \ BEARING POST AS NOTED GRADE \\//%\AND COMPACTED FILL Wl Ax1.4 WWF OR FIBERMESH °\ \ \ \ . \\%\ VAPOR BARRIER OVER ( ) KING STUDS 3 � NAIL EACH SILL PLY TO KING STUD ^ y \ \ \ /�\/\/�\, \ \/\/\j " " NAILS PER PLY #5 CONT. -�--a AS NOTED \\ \//\\//\\%TREATED AND COMPACTED FILL 4 CONCRETE SLAB WITH 6x6 4"CONCRETE SLAB WITH 3 ~ " 113/8 LVL (6) � J °o ��" f� W1.4x1.4 WWF OR FIBERMESH WITH(3)0.131"x 3 Y"NAILS-TOENAIL CMU STEMWALL WITH 1 #4 48-O.C. '\/ /\ GRADE \�\�\�\�/\\//\\ \//\\' ' I — EN NAIL(TYPICAL) C � / AND IN EACH CORNER. O @ ao �/\j d.<. U,° / j/ \//\//\//\//\//\ \jii 4 CONCRETE SLAB WITH 6x6 6x6 W1.4x1.4 WWF OR n o \j \\�\\� o \ \//\/\'\\\\j\\j\\j\ 'REINFORCEMENT(AS NOTED) --L-4- W1.4x1.4 WWF OR FIBERMESH FIBERMESH Q ;; OR D (TY ) x FILL CELL SOLID AT EACH#4 REBAR. ,\j \/\/\ \ //\�� b GRADE x ' 2x4 BLOCKING BETWEEN STUDS TOENAIL 14 LVL (7)NAILS PER PLY \ \\ " _ / , . is , co VAPOR BARRIER OVER TREATED \\\ \\\ \ _ - T°' p\\ -_ _-_ o BEVEL BLOCKING AS REQUIRED FOR NOTE: Q, Q HOOK REBAR 12 INTO SLAB AND 6 INTO \\\ //jj/j//j//j 8 CMU STEMWALL WITH 1 #4 8"O.C. °o '�'� .a . a' //j�// o ° a rn AIL EACH PLATE TO CRIPPLE STUD OR ENDNAIL F�4CH END TO ADJACENT c /.AND COMPACTED FILL. _ \\ \\ \\\\. O \\i °\ \\ \ _ _-_ w c y N " " FOOTING. \ �. / // / / AND IN / / , VAPOR BARRIER OVER ¢ \ \ \ °,P \ \\� _ = STUD WITH 3 0.131 x 3 Ya NAILS NAILS MAY BE TOENAILED OR BACK ° � 1 Yz NAIL PENETRATION 16 LVL (8)NAILS PER PLY 'c -\/ j\\/\\/\/\\j\\ / .� � . /\//\//��// EACH CORNER. �� \ \ \ \/j\\// �? i � o �i\//\h Rs;� \\/� 3Ya NAILS-TOENAIL � � S O MINIMUM MING MEMBERS. NAILED THROUGH KING STUD. � � W � - - \ °° FILL CELL SOLID AT EACH#4 REBAR. '�jj�//\//\\\\// j��/% TREATED AND COMPACTED FILL �i�i j// j/ z \�\\ \��j INTO MAIN FRA Q OR EN AIL(TYPICAL I (TYPICAL) \/\/\/ `� �/ ^s .> . /\\/ VAPOR BARRIER OVER \ \ \ \ \" '/\/�//�\' VAPOR BARRIER OVER $ J 5" HOOK REBAR 12"INTO SLAB AND 6-INTO \// �\ \ \ \ \ \ �\.` TREATED AND COMPACTED (2)2X.SILL j �, i� /i /i//i//iji� FILL c o Q TREATED AND COMPACTED FILL " HEATHING MAY CANTILEVER UP TO c 2x_SPF#2 STUDS @ 16 O.C.(U.O.N.) S z \�\\i FOOTING. _ � i1 1'-8" ONE STORY- 2)#5 CONT. 1'-5" ONE STORY-101#5 CONT. V-8" (2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) g^ (1)#5 CONT. (AS NOTED) REINFORCEMENT AS NOTED)) 2"MAXIMUM PAST SUPPORTS.ALL W 1'-8" STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. 3 Q j (SEE WALL LAYOUT) WINDOW ATTACHMENTS MUST BE Zca Q ANCHORED INTO 2x_MEMBERS. 0- u Z 'I I E A N - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K ; SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SECTION - THICKENED EDGE P SECTION - INTERIOR BEARING PAD FOOTING 72 O ;; DOUBLE SILL REQUIRED WHERE OPENING � Z _ E DETAIL -TYPICAL HEADER TO KING STUD CONNECTION WIDTH EXCEEDS 61" U.O.N.) THREADED ROD ASSEMBLY AT NOTED SPACING D DETAIL -TYPICAL ARCH TOP OPENING � W c� NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 U SD-2 SD-2 0 m Q (SEE DETAIL ON THREADED ROD LAYOUT)ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 2x_TREATED SYP SILL PLATE �_ O co Zx STUDS @ 16-O.C.(U.O.N.) - STEMWALL: STEMWALL OR MONOLITHIC: \Lm \ a� 2x TREATED SILL PLATE (SEE TYPICAL WALL SECTION - JOINT IN SILL PLATE N PA51 STRAP NAILED TO GARAGE � Y"THREADED ROD SET 5"IN ADHESIVE Yz"x 10"CAST-IN-PLACE HEADED OR � Q uj 2x_STUDS @ 16"O.C.(U.O.N.) a Z Q OR Y2"x 8"TITEN HD(SIMPSON) L-BOLT (7-EMBEDMENT) FOR ANCHORAGE) " a cn DOOR POST.BEND STRAP INTO 3"MAXIMUM OVERHANG(OPTIONAL) S m " STEMWALL: TYPICAL STUD NAILING * V °' %'THREADED ROD SET 4"IN W ■ Z Wl a ■ Y2 THREADED ROD SET 4 MN ADH SIE ADHESIVE NAILING AT STUD TE I;-=W 4"CONCRETE SLAB WITH 6x6 2x_STUDS @ 16 O.C.(U.O.N.) Z LL FOOTING AS SHOWN, STHD14 STRAP NAILED TO � o GARAGE DOOR POST. 4 CONCRETE SLAB WITH 6x6 s " " o O OR STUD SIZE DOUBLE PLATE SILL PLA m V J W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE o a TO DOUBLE PLATE L •V♦ I- W - qa EMBED STRAP INTO FOOTING 1.4 WWF OR FIBERMESH Q OR%"x 6'TITEN HD(SIMPSON) o (SEE TYPICAL WALL SECTION a THICKENED EDGE AT GARAGE DOOR AS SHOWN. 4"CONCRETE SLAB WITH 6x6 `° TYPICAL STUD TO SILL PLATE Y2"x 9"SCREW ANCHOR BY MONOLRHIC: (END NAIL) 2x4 (2) (3) a w O \5 VAPOR BARRIER OVER TREATED FOR ANCHORAGE) = Y �- THICKENED EDGE AT GARAGE ° W1.4x1.4 WWF OR FIBERMESH c w Z \ \/\ \ GRADE 4"CONCRETE SLAB WITH 6x6 #4 WITH 6"HOOK INTO FOOTING z o \\\\ \ \\ L J w THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY OR ANCHOR CONNECTION HURRI-BOLT,INC. a� H- \ \>,AND COMPACTED FILL z " DOOR \/j\ ,VAPOR BARRIER OVER TREATED o " " ^ _ %"x 6"TITEN HD OR 3/e"x 6"SCREWGRAD- \\ \\\//\� W1.4x1.4 WWF OR FIBERMESH AND BENT 12 MINIMUM INTO \\j\\\\j\\SAND COMPACTED FILL CURB HEIGHT VARIES > I- U (BEYOND) BOLT(TYPE(] , (1 ,or 30) (SEE DETAIL G ON SD-2) OR Y2 x 8 TITEN HD(SIMPSON) ANCHOR BY HURRI-BOLT INC. 2x6 (3) (4) ,(1)#5 CONT. THICKENED EDGE. ¢ MONOLITHIC FOOTING //\ //\� WITHIN 12"OF EACH SIDE OF JOINT c`a • \ :�-a-= \ \ SILL PLAT = GRADE /� \ /�(1)#5 CONT. - , o _ ° \ \ \ (SEE DETAIL"K"ON SD-2) \r8"CMU STEMWALL WITH(1)#4 @ 48-O.C. co � � • IN SILL PLATE. NAILING AT STUD 2x8 (4) (5) 3 \ \ \ _ /\� � GRADE \/\/ \/ _ r , AND IN EACH CORNER. �\\\ .8"CMU STEMWALL WITH(1)#4 @ 48"O.C. ��%�, V BUILT-UP POST HEN NOTED ON WALL LAYOU ANCHOR BOLT REQUIRED WHEN DISTANCE BETWEEN NOTE: a TO SILL PLATE a °° a a TOENAIL 2x10 (5) (6) L " = EDS 60".INSTALL a o ( ) T- ED ROD ASSEMBLIES EXCEEDS o \� /\j\j\,\ r\i; THREAD T JJ /\\'/\�AND IN EACH CORNER. '%//\/ // / .V ,Q t t ;' � CENTER ANCHOR BOL S FILL CELL SOLID AT EACH#4 REBAR. �? ��\\/\\/ � ��\� ° /\/\� �\� \ \ APOR BARRIER OVER TREATED NAIL EACH PLY WITH 0.131 x 3 a z, ',cA HOOK REBAR 12"INTO SLAB AND 6"INTO / • �a 'oo VAPOR BARRIER OVER TREATED ° ,Q �, � / .' / /. FILL CELL SOLID AT EACH#4 REB � /i� i�/ " " � a �- \ \ \ \ \ � \\ \ _ _ o \\ \\/\\� o * NAILS 6 O.C.STAGGERED TYPE 1 OR 2 60 O.C.MAXIMUM SPACING,OR " " _ a> \\ \\ \\\\ FOOTING. / / /,AND COMPACTED FILL - �� /<GRADE _ " AND COMPACTED FILL @ Q @ IN SILL PLATE,USE 3 X 3"xYa WASHER _ * c I'�� dJ "�, \\/ \\\/\� \\ \\\; \/\// \ ♦ , . \//�/ HOOK REBAR 16 INTO PORCH SLAB a� ^ AlL NAILS NOTED ARE 0.131"x 3Ya c '° - /\/\ � \ \ \� " � �:� �;. � TYPE�3 48 O.C.MAXIMUM SPACING. J , r, raa � . -A - \//� �i\'\'\ ca s \\ \' \ \°\ \ �'' AND 6 INTO FOOTING. 6 (1)#4 CONT. ,rr. @ _ " TYPE 1� TYPE 2� TYPE 3� P, r ' , a — _ ^ _ ._, ;\\ � i (SEE DETAIL F ON SD-2) F DETAIL-ANCHOR BOLT OPTIONS G DETAIL - TYPICAL WALL STUD CONNECTION 1'-8" ONE STORY-(2 #5 CONT. ` =L'T ` - G \i'/\\,\\,\\;\\/\\/;\\/�\,\\,\�;\�,\\/\\;� ' ' C ..' C DETAIL -TYPICAL WALL FRAMING CONDITIONS SD-2 yQ 4 -� 1 0 ONE STORY- 2 #5 CONT. \�, \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ / / / / /, //•///�\ \j\/\/\/\/\/\�'/� CONT.CONCRETE FOOTING \ `\ \%\\`�\'\ \��\\,�\\/�\\/�\\//\\��`/ 6 c SD-2 c N O LL rn , STORY- 3 #5 CONT. �� ( ) v SD-2 ' O 1'-4" TWO STORY-(3)#5 CONT. 6 Mli��/\'\� %�%�%�%�%�%'�\ � / /'/\ 1'-8" 2 #5 CONT. � •� ,(Y�' �'' s rt u '/ '/ ALTERNATE:INSTALL MSTAM36 STRAPS IN UEU OF EITHER PA-51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHEET SD-1)" c / SILL PLATE(BELOW) o B TION STEMWALL SECTION - MONOLITHIC F DETAIL- PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC L o �- ROOF COVERING(BY OTHERS) o 2x CORNER FRAMING FULL RAFTER AS NOTED a Z SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN ~i HEIGHT STUDS(TYPICAL) Z �' C -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT o Z D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 a z JOIST(AS NOTED) ON LAYOUT o O 8 ^ _ ENGIN a EER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. O a) (2 ROWS OF 0.131 x 3 Y CONNECTOR WWEtitE REQUIRED CEILING JOIST AS o w H W F- NAILS @ 12"O.C. NOTED ON LAYOUT w �- - - o Q H2.5A AT EACH LOOKOUT (SEE ROOF FRAMING NOTES) o d SHOWER AREA F - SHOWER AREA o N " Lo STAGGERED(TYPICAL) CORNICE DETAIL 2x4 LOOKOUTS @ 48 O.C. (BY OTHERS) O w 04 FOR OVERHANG ca _ c 0 rn MONOLITHIC FOOTING o O ROOF SHEATHING - 04 c � o BRICK VENEER WITH I-AIR SPACE AND WALL TIES 8"CMU STEMWALL c H _ GYPSUM BOARD 3 I"'—� p Z (AS NOTED) 2x6 OR 2x8 FRAMED WALL (2)2x SYP#2 DOUBLE PLATE Q a Q 2x_STUDS @ 16-O.C.(U.O.N.) i [2 LFORM EDGE ( `j (BELOW) (U.O.N.) O z CONT.FLASHING;PROVIDE WEEP l •v` � 2x4 SYP BLOCKING SILL PLATE BELO / BETWEEN LOOKOUTS / c HOLES @ 33"O.C. 2x4 CORNER FRAMING FULL WALL STUDS @ 16 O.C.-U.O.N.(SEE WALL LAYOUT) �s " u GROUT AIR SPACE BELOW FLASHING w rn PLAN VIEW PLAN VIEW � � � Zj w � --BALLOON FRAMED HEIGHT STUDS o J � v� Q /a2 RATED SHEATHING,EXPOSURE 1-SHINGLE ROOF. c Q BRICK VENEER WITH 1"AIR SPACE STUDS(AS NOTED) GYPSUM BOARD \ / %a2"RATED SHEATHING EXPOSURE I-TILE ROOF. y 2x_TREATED SILL PLATE 4 MINIMUM OF(3)2x4 BLOCKS 12"LONG � � " s " � U (SEE TYPICAL WALL SECTION AND WALL TIES a w - DOUBLE PLATE — FASTEN WITH 0.113 x 2/s RING SHANK NAILED WITH 4 0.131"x 3 Y"NAILS TO v; _ � NAILS @ 6 O.C.ON EDGES AND INTERMEDIATE SUPPORTS. y INTERIOR VAULT EACH ADJACENT STUD ca � FOR ANCHORAGE) 2x STUDS @ 16 O.C.(U.O.N.) THREADED ROD ASSEMBLY AT 2x STUDS @ 16"O.C.(U.O.N.) ~ GYPSUM BOARD s (1)#5 CONT. 2x_TREATED SILL PLATE EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN NOTED SPACING(SEE DETAIL ON 4) Lli CONT.FLASHING;PROVIDE WEEP (SEE TYPICAL WALL SECTION aa) U H DETAIL - NOT USED SHALL BE NAILED TO THIS SPACE THREADED ROD LAYOUT) FHURRICANE RAMING NOTESHOR AT EACH RAFTER(SEE ROOF ( r) U¢ a FILL JOINT WITH ELASTOMERIC HOLES @ 33-O.C. FOR ANCHORAGE) Q UPPER PLY OFDOUBLE -, 2x4 CORNER FRAMING FULL 2x_TREATED SYP SILL PLATE ) `/ p JOINT FILLER GROUT AIR SPACE BELOW FLASHING " 2x STUDS @ 16"O.C,(U.O.N.) SD-2 PLATE @ 6-O.C. ^ � HEIGHT STUD TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3Ya"NAILS O w Lo 2x_TREATED SILL PLATE 6 MIN. (1)#4 CONT. (2)MSTAM36 STRAPS " „ MINIMUM 1 Yz BEARING AT SEAT CUT 4 CONCRETE SLAB WITH 6x6 2x_TREATED SILL PLATE vi - WITH 0.131 x 2 Y NAILS. HEIGHT OF CURB VARIES ^ _ _ _ U.O.N.ON WALL LAYOUT) -(2)ROWS OF 0.131"x 3Ya" r.�, WlAx1.4 WWF OR FIBERMESH (SEE TYPICAL WALL SECTION (SEE TYPICAL WALL SECTION 4 CONCRETE SLAB WITH 6x6 cn NAIL EACH STRAP TO CRIPPLE STUD o r.�, O - ( 2x4 FRAMED WALL A = Fi"� 6"MIN. FOR ANCHORAGE) FOR ANCHORAGE) W1.4x1.4 WWF OR FIBERMESH ¢ �- WITH(13)10d COM NAILS F+�1 - NILS @ 12 0 C \\° `%/ NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. J eM� p N 4"CONCRETE SLAB WITH 6x6 Z cn c o a Im =) ca �, w 5`VAPOR OF CURB VARIES(8-MAX.) W1.4x1.4 WWF OR FIBERMESH " 1)#t4 CONT. 0 0 0 0 o FASTEN STRAP TO FOUNDATION L SECTION -TYPICAL INTERIOR BEARING WALL 2 2x SYP#2 DOUBLE PLAT(U.O.N.) Y GRADE ��\\/\\�/%\\'�\VAPOR BARRIER OVER TREATED GRADE 4"CONCRETE SLAB WITH 6x6 - 6 MIN. HEIGHT OF CURB VARIES(8"MAX.) \\ \\ \ \� WALL WITH(8)Ya x 2Ya TITEN SCREWS c, J DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90 CORNERS S ( ) a AND COMPACTED FILL WlAx1.4 WWF OR FIBERMESH /�/.� /.�_ GRADE "CONCRETE _ \�\�/� ,VAPOR BARRIER OVER TREATED o __ >- J cn INTO MASONRY OR r8\Y4"x 1 4"TITEN �u-2 SD-2 GYPSUM BOARD `cm w U_ \i8"CMU STEMWALL WITH 1 #4 4 " `=--- \\\/j�//\\\� VAPOR BARRIER OVER TREATED 4 t' t LAB WITH bJcfj \y\\\�`/ AND COMPACTED FILL = SCREWS INTO CONCRETE `� SD"2 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH , " c � ( ) @ 8 O.C. ° a . DE \ \\/\\jAND COMPACTED FILL = z W1.4x1.4 WWF OR FIBERMESH \\ \ \\ 1 #5 CONT. --f- c /ts RATED SHEATHING,EXPOSURE I 3 tWi AND IN EACH CORNER. _ // . ° // / j\ \/\/\ / \\ /\/\i o - GRADE j\\j\\j\\�\/�) ? FASTEN WITH 0.131"x 2 Y" FILL CELL SOLID AT EACH#4 REBAR. Z ✓/ j %/j\/� /// \�'% / e/ /\/\/\ 8"CMU STEMWALL WITH 1 #4 48-O.C. `v NAILS @ 6-O.C.ON EDGES AND ♦, " ao /\\ n\/\ VAPOR BARRIER OVER \j\\ \\ /�/j/ O @ HOOK REBAR 12 INTO UPPER COURSE OF '�\/ :' "• <•� cr✓\/ o / / 8"CMU STEMWALL WITH 1 #4 48"O.C. o _z i'�j\\j , j\ %//%\\//\\//\�AND IN EACH CORNER. N 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) L _ ° //�� TREATED AND COMPACTED FILL o \\ \\/\\�` O @ / / / / / OTHERS) BLOCKS AND 6 INTO FOOTING. - \/ / / / /�j\�j\�j\� // //\// AND IN EACH CORNER. \\\\\\/ •° ♦-< s\i/ o = \/ /%//j' FILL CELL SOLID AT EACH#4 REBAR. t U \/ 'ij/ // _ o \ \\ \\� ROOF COVERING(BY2x_STUDS 16"O.C.-U.O.N SEE WALL LAYOUT) c / NOTE• �� \%\/ " j\�\\j //; FILL CELL SOLID AT EACH#4 REBAR. , \ VAPOR BARRIER OVER TREATED // °° //\// HOOK REBAR 16"INTO PORCH SLAB AND THIS DETAIL MAY BE SUBSTITUTED FOR c RAFTER AS NOTED 6 5 j/\\; \\�/`/ j\\\\j\\j\\\ �\ HOOK REBAR 12"INTO SLAB AND 6-INTO //\\////\\//\\j //�\//�\�/AND COMPACTED FILL \\ �j��\ 6w INTO FOOTING. - EITHER THE PA51 STRAP(STEMWALL)OR ENDNAIL(2)0.131"x 3 Ya"NAILS AT EACH LOOKOUT ON LAYOUT 2x_SOLE PLATE(U.O.N.)NAIL TO RIM t N ONE STORY- 3 #5 CONT. fi�\ \\ \\ ��% /\//\////\//% FOOTING. \\�\\� /� \' j/\ \\j\\j/\\j�� \\/ THE STHD14 STRAP(MONOLITHIC). c 0 2x6 BLOCKING AT EACH DIAGONAL BRACE BOARD @ 6-O.C.WITH 0.131"x 3 Ya"NAILS >1 N /az RATED STURD-I-FLOOR(T&G)SHEATHING GLUED /11 \// FASTEN STRAP AS NOTED ABOVE TO Q co ^ RAFTER AS NOTED Lo ' '' 4t 2x6 DIAGONAL BRACE 48 O.C.WITH ( ) 23 " o 1'-8" ONE STORY- 2 #5 CONT. 1'-9" TWO STORY-(3)#5 CONT. 1-0 ONE STORY- 2 #5 CONT. 6� CEILING JOIST AS \ \' \ �n � @ NOTED ON tAYOUT S •• c� .- p c� o ti TWO STORY-(3j#5 CONT. 1'-8" ONE STORY- 2 #5 CONT. 1'-4" TWO STORY-(3)#5 CONT. EITHER FOUNDATION TYPE. c� - N �- CORNICE DETAIL AND NAILED.FASTEN WITH 0.131"X2 Y"RING SHANK s °' N M V-8" TWO STORY-(3)#5 CONT, V-8" (2)#5 CONT. \'��//�\//\\//\ `) M (5)0.131"x 3 Y"NAILS AT EACH END(U.O.N.) 2x4 FLATWISE LOOKOUT @ 48"O.C. " " ► \�\\� N (BY OTHERS) @ 6 O.C.ON EDGES AND 12 Q.C.IN THE FIELD. o w -J SECTION - STEMWALL AT GARAGE WITH w ROOF SHEATHING(AS NOTED) FASTEN SHEATHING TO LOOKOUT WITH z o FLOOR JOIST(I-JOIST SHOWN,SAWN m H Lu N - Z W o co SHEATHING END NAILING REQUIREMENTS. JOIST SIMILAR-SEE SECTION"Z"ON � �_ 0 R - -� H3 CLIP @LOOKOUT(TYPICAL) r SD-3 FOR OPEN WEB TRUSS) rn C' > v o TION - MONOLITHIC AT GARAGE WITH BRICK G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK DETAIL ALT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ALTERNATE FOR PA51 STRAP OR - � ___ _______ ; � z SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT a' > 2x4 L-BRACE AT EACH LOOKOUT NAIL WITH // a Q o x ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 STHD14 STRAP Q _ — — ( ) $ Y t tL ACCEPTABLE"NAIL SPF MATERIAL '%2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF. / C Q a S N I c � ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: \ �%"RATED SHEATHING EXPOSURE I-TILE ROOF. � U a 2x SUBFASCIA NAIL TO LOOKOUT WITH o MAXIMUM 12"OVERRAN / � " " - FASTEN WITH 0.113"x 2%"RING SHANK E � � 2x_STUDS @ 16"O.C.(U.O.N.) E (2)0.131 x 3Ya NAILS NAILS @ 6 O.C.ON EDGES AND INTERMEDIATE SUPPORTS. GYPSUM BOARD E 2x TREATED SILL PLATE (SEE TYPICAL WALL SECTION S SCALE: ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT GYPSUM BOARD RIM BOARD(I-JOIST OR SAWN JOIST) w SCALE: FILL SOLID WITH CONCRETE �' .= N.T.S. - (U.O.N.) FOR ANCHORAGE) /- N.T.S. -(U.O.N.) NAIL SHEATHING @ 6-O.C.TO RAFTER WITH HURRICANE ANCHOR AT EACH RAFTER(SEE ROOF NAIL JOIST TO PLATE WITH(2)0.131"x 3 Ya"TOENAILS z O NOT SCALE (1)#5 CONT. FILL JOINT WITH ELASTOMERIC DO NOT SCAL FRAMING NOTES) a) D " � 0.131"x2Yz"NAILS MINIMUM 1 Yz"BEARING AT SEAT CUT (2)2x_SYP#2 DOUBLE PLATE � THIS DRAWING JOINT FILLER 4 STD.PIPE T THIS DRAWIN NAIL PLATE TO RAFTER WITH 0.131"x 3 Y" TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Y"NAILS (U.O.N.) RELEASE DATE: -02 RELEASE DATE: NAILS @ 6 O.C. NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. TOENAIL RIM BOARD TO PLATE WITH s 7-11-08 " " 2x STUDS 1x4 LATERAL BRACE @ 48"O.C.NAILED �, REVISIONS: 4 CONCRETE SLAB WITH 6x6 @ 16 O.C.(U.O.N.) 2x_STUDS @ 16"O.C.(U.O.N.) 2x_STUDS @ 16"O.C.(U.O.N.) 0 7-11-08 = e• I • PLATE(AS NOTED) (U.O.N.) 0.131"x 3Ya"NAILS @ 8-O.C.W1.4x1.4 WWF OR FIBERMESH 2x_TREATED SILL PLATE _`? ci TO EACH JOIST WITH(2)0,131"x 3 NAILS (SEE TYPICAL WALL SECTION 2x_TREATED SILL PLATE 2x TREATED SILL PLATE M REVISIONS: INTO(4)CEILING JOISTS.OVERHANG - --- (SEE TYPICAL WALL SECTION (SEE TYPICAL WALL SECTION 4"CONCRETE SLAB WITH 6x6 - SOLID BLOCKING AT EACH LOOKOUT LOCATION THREADED COUPLING AS REQUIRED d� FOR ANCHORAGE) W1.4x1.4 WWF OR FIBERMESH (2)Zx_SYP#2 DOUBLE PLATE 6"MIN. FOR ANCHORAGE FOR ANCHORAGE) MINIMUM 2"TO AVOID SPLITTING. WITH(4)0.131"x 3Ya"NAILS INTO LOOKOUT (U.O.N.) GYPSUM BOARD o GRADE \/j\�/% VAPOR BARRIER OVER TREATED HEIGHT OF CURB VARIES(8"MAX.) " m GYPSUM BOARD " , \\ \ \\ \:AND COMPACTED FILL GRADE 4"CONCRETE SLAB WITH 6x6 4 CONCRETE SLAB WITH 6x6 CURB HEIGHT VARIES c MINIMUM%s"RATED SHEATHING CONTIUOUS Wl AXI 4 WWF OR FIBERMESH _�_ Q' �8"CMU STEMWALL WITH(1)#4 @ 48"O.C. Qo ? WIIAXI 4 WWF OR FIBERMESH 4"CONCRETE SLAB WITH 6x6 --- TO BOTTOM OF LOOKOUTS 2x_STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) 2x STUDS @ 16 O.C.-U.O.N.(SEE WALL LAYOUT) w Lu " %s"RATED SHEATHING,EXPOSURE I IN ,r ^ . =-a -_- W1.4x1.4 WWF OR FIBERMESH j\\//\\//\\ I ��.. /\\ \��\�; ;Z' clm NAIL JOIST TO GABLE STUDS WITH /s RATED SHEATHING,EXPOSURE I " " FILLCELLSOLID CORNER. <. / ------- -�-- -- \ co / ♦ //�/ A EACH#4 REBAR. //j//j/// / /. w �i\ \ _ %\//\//\j/ :` o I �:'. /\\/ y " " -- a _.�_�_ ° u, \ \ \ \ VAPOR BARRIER OVER TREATED n = = FASTEN WITH 0.131 x 2 Y2 '- 4 0.131"x3Y NAILS 16-O.C. FASTEN WITH 0.131 x 2 " o 4 z ��\\\\\\ / /� o d i,//, /\\/\\/\\/• \/\/.AND COMPACTED FILL ( ) @ NAILS @ 6"O.C.ON EDGES AND NAILS @ 6 O.C.ON EDGES AND = /� HOOK REBAR 12"INTO UPPER COURSE .- ///j// .' ° // //\ '\\/\//\4j Q-// /j�% °d . \ ° \ \ \ \ \\ \\ \\ �\ " \\\ •..° ��a. •a_ • s,� / > o / �s;�i/�% -`' 4 /\\//\\/�\\//: \//\//\/� " 12 O.C.ON INTERMEDIATE SUPPORTS. U.O.N. OF BLOCKS AND 6 INTO FOOTING. \ \ \'� AOR BARRIER OVER TREATED \\ / :/ \\\\ a'. \�� M //\/j\/j r /\\j\\j`` TOENAIL GABLE STUDS TO DOUBLE 12 O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) ( ) ci AND COMPACTED FILL \'' ��/��/��\/i � ' / \\\/\\/ \'/\\' ' c NOTE: PLATE WITH(3)0.131"x 3 Y"NAILS "�_THREADED ROD ASSEMBLY AT THREADED ROD ASSEMBLY AT DRAWN BY: VAPOR BARRIER OVER i�\/i�\/i��/i i�� ' FOOTING FOR BOLLARD - DRAWN BY: 8'-0"SOLID DECKING MAY BE INSTALLED IN LIEU OF DJM II VAPOR BARRIER OVER TREATED M \�j/ ° LSTA18 STRAP @ 48 O.C. NOTED SPACIN NOTED SPACING(SEE DETAIL ON THREADED ROD LAYOUT) ON THREADED ROD LAYOUT) = CHECKED BY: TREATED AND COMPACTED FILL //// I �: ,. /\/ (EITHER ROUND OR SQUARE c DJM II LATERAL BRACING AND DIAGONAL BRACING. ^ as 1'-0" ONE STORY- 2 #5 CONT. AND COMPACTED FILL \\ \� 1'-8" ONE STORY- 2 #5 CONT. I -I' / FOOTING IS ACCEPTABLE 1'-8" TWO STORY-(3)#5 CONT. 1'-4" TWO STORY-(3)#5 CONT. 1'-4" ONE STORY- 2 #5 CONT. 1'-4" ONE STORY- 2 #5 CONT. \' ) CHECKED BY: CEILING JOIST(AS NOTED) 2x TREATED SYP #2 SILL PLATE 2x TREATED SYP#2 SILL PLATE c FSS 2'-0" ° ° a) SHEET: 1'-8" TWO STORY-(3)#5 CONT. c w TWO STORY-(3)#5 CONT. w FSS SHEET: -SEE FOUNDATION DETAILS. = ��-SEE FOUNDATION DETAILS N SECA SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL oSD �2 . D Tf0 - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT N SECTION - BOLLARD DETAIL - NOT USED SECTION - GABLE END WALL DIAGONAL BRACING D-1 sn_� SD-2 SD-2 N ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1 SD-1 l „�„ Z U INSTALL DSP CLIP @ 16"0.C. O� MSTA24 STRAP LOOPED OVER MAXIMUM SPACING (U.O.N.) DOUBLE PLATE NAILED WITH C ((6)10d x 1 Y"NAILS INTO EACH INSTALL MSTA24 STRAP LOOPED OVER SIbE OF STUD 8"MAX DOUBLE PLATE.NAIL TO CRIPPLE ON w -- DOUBLE PLATE I=__ --_� ( EACH SIDE WITH(6)10d x 1 Y"NAILS. I'M EXTERIOR BEAM(AS NOTED) I --- o N D \N WALL STUDS DOUBLE PLATE I I I STRAP CRIPPLE TO HEADER WITH c ��"' Z LSTA18 STRAP 0 a NOTCH BEAM AS REQUIRED TO I I i N Z FIT BENEATH DOUBLE PLATE I I -� RAFTER LTT20(U.O.N.) I I 3 0 NAIL SPLICE WITH(6) SILL PLATE BEAM BEARS ON(2)2x CRIPPLES 0.131"x 3 Y"NAILS (TYPICAL-U.O.N.) I I I J X NAIL BRACE WITH(5) CONDITION. I m 0.131"x 3 Y"NAILS - J TO SPLICE(U.O.N.) (NOTCHED BEAM) W Lu o PURLIN BRACE OR -------- I___n______n______ri______ � QBEARING ------Iq------n_----- LF-- OPTION � OPTION#1 THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY a o \\��• =_ - I i ii ii ii ii i I �' II II II I II � i ti tIiI IIIi iiii iI I L z INSTALL DSP CLIPS @ 24"O.C.OR NOTE. NOTE: W -- THREADED ROD ASSEMBLY 0 SPH THREADED ROD ASSEMBLY cc Z @ NOT REQUIRED AT GARAGE I i i i I I i i i � I NOT REQUIRED AT GARAGE o- EXTERIOR BEAM(AS NOTED) I I i i � i � � � � � I DOOR OPENINGS. I � � � � � � � � � � � DOOR OPENINGS. Z U) uj RAFTER ' II II � I I � DOUBLE PLATE 9 0 NAIL SPLICE WITH(6) (2)MSTAM24 STRAPS FASTENED TO " o 0.131"x 3Y"NAILS STUDS AND FACE OF FOUNDATION BEAM INSTALLED BENEATH DOUBLE PLATE c a co rn (U.O.N.) �p�-• SILL PLATE PURLIN BRACE OR N BEAM BEARS ON(2)2x CRIPPLES ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED o BEARING SEE DETAIL"C"ON SD-2) OPTION#2 (TYPICAL-U.O.N.) ( (SEE DETAIL"C"ON SD-2) 4) J W CONDITION. 2 FLUSH HEADER CONDITION DROPPED HEADER CONDITION W W cr) W J ALTERNATE z (DROPPED BEAM) -1 w R TAIL - EXTERIOR BEAM TO WALL CONNECTION s DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS P DETAIL - TYPICAL RAFTER SPLICE AT PURLIN BRACE Q DETAIL- UPLIFT ANCHORAGE WITHOUT THREADED ROD DE • SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 3 SD-3 0 a C ' ' z INSTALL SPH-CLIPS AT 32"O.C.AT DOUBLE PLATE NAIL EACH END OF BLOCKING TO Lo ALTERNATE:MSTA24 STRAP LOOPED OVER JOIST WITH(3)0.131"x 3 Y" r-r' f" cc < 'a o -----� 71 LEXTERIOR BEAM DOUBLE PLATE IDE OF STDUWITH(6)10d x 1 Ye NAILS INSTALL 2x4 BLOCKING BETWEEN , uj Z (AS NOTED) DOUBLE PLATE @ r ' r,r + G� a ROOF SHEATHING " " JOISTS 12-O.C. S ► H6 CLIP FROM 3 x 3 xY WASHER UPPER LEVEL STUD p� d',Q( W `D JOIST(AS NOTED) W (G LL TRUSS(BY OTHERS)WITH POST TO BEAM THREADED ROD ASSEMBLY WITH NUT CS16 STRAP(CUT TO LENGTH)FROM UPPER < - LAP BEAM PLIES AND STUD TO STUD BELOW @ 32-O.C.(U.O.N.). NAIL EACH BLOCK TO DOUBLE PLATE 0 BRACE(IF REQUIRED) 1 c N• NAIL AS SHOWN-(5) (2)ROWS OF 0.131"x 3 Y"NAILS @ 12"O.C. NAIL INTO UPPER STUD WITH(11)1od AND NAIL WITH(3)0.131"x 3 Ya"NAILS '2 z I I TO REPLACE(1)ROW OF LATERAL 0.131"x 3Y"NAILS PER PLY INTO LOWER STUD WITH(11)10d NAILS. 1 BRACING INSTALL 2x4 No.2 SYP T-BRACE I I PT POST(AS NOTED} / 8 Z PT POST(AS NOTED) �� 2x FRAMING(BELOW DOUBLE PLATE) / BEGIN NAILING 1'MINIMUM ABOVE SOLE PLATE DOUBLE PLATE W NAILED TO EACH PLY OF TRUSS WEB AT ABU POST BASE 6"O.C.WITH 0.131"x 3"NAILS H6 CLIP FROM POST AS NOTED / TO BEAM � I { ) SPH_CLIP OVER DOUBLE PLATE NAILING NOT REQUIRED BETWEEN UPPER SILL � � W TO REPLACE(2)ROWS OF LATERAL I PLATE AND LOWER DOUBLE PLATE. FRAMED WALL o o. BRACING INSTALL 2x6 No.2 SYP T-BRACE EXTERIOR BEAM /e THREADED ROD 0 Lu N T AS NOTED 0. I WITH NUT SET IN ALTERNATE:MSTA24 STRAP LOOPED OVER I'I F TRUSS WEB A " rn z _ NAILED TO EACH PLY 0 ( } O ADHESIVE / DOUBLE PLATE WITH(6 10d x 1 Y NAILS FLOOR SYSTEM(AS NOTED) c H o --- ----- 1 --------- --- 6 O.C.WITH 0.131"x 3 NAILS PLAN VIEW AT TOP OF POST INTO EACH SIDE OF SCUD ' (T EMBEDMENT) - --� Z BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE 3 Li Q 0- J DOUBLE PLATE W J L a a. (1)ROW OF 0.131x 3 Y"NAILS @ 6-O.C. LOWER LEVEL STUD NOTE: i T-BRACING TO BE USED WHEN v I ILLU � a co CONTINUOUS LATERAL BRACING ISca IMPRACTICAL. SIDE VIEW AT BASE OF POST ~ IAL CONNECTIONS AT EXTERIOR POST V DETAIL -ALTERNATE ANCHORS AT 45 CORNER W DETAIL - CONNECTION OF UPPER LEVEL STUD TO LOWER LEVEL STUD X SECTION - CONNECTION OF NON-BEARING WALL TO ROOF FRAMING T SECTION -TYPICAL T-BRACE U DETAIL - TYPICAL _ SD-3j THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED o rn � � � N SD-3 N p WLo NAIL SCAB TO RAFTER WITH v W -J m INSTALL SPH_CLIPS AT 32"O.C,AT DOUBLE PLATE (4)0.131"x 3Ya"NAILS = Mo 2x_SPF#2 STUDS @ 16-O.C.-U.O.N. c (SEE WALL LAYOUT) DOUBLE PLATE ALTERNATE:MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL BRACE IN EACH c = Z 3"x 3"xY"WASHER DOUBLE PLATE NAILED WITH(6)10d x 1 Ye NAILS RAFTER SET v V l DW.. RAFTER SPLICE IF REQUIRED 2x_SOLE PLATE(U.O.N.)NAIL TO BAND INTO EACH SIDE OF STUD v s THREADED ROD ASSEMBLY WITH NUT (3 0H BR 3 Y" NAILS TYPICAL AT o, u LL (SEE DETAIL) BOARD @ 6-O.C.WITH 0.131"x 3 Y"NAILS EACH BRACE UPPER LEVEL STUD 2x4 X-BRACE ACROSS LENGTH OF w (5)0.131"x 3Ya"NAILS(U.O.N.) 3/"RATED STURD-I-FLOOR(T&G)SHEATHING 2x_FRAMING(BELOW DOUBLE PLATE) SHEARWALL cn GLUED AND NAILED.FASTEN WITH 8d COM OR �,, CS16 STRAP(CUT TO LENGTH)FROM UPPER CD 2x6 No.2 SYP CONTINUOUS PURLIN-NAIL RING SHANK @ 6-O.C.ON EDGES AND 12-O.C. �-STUD TO HEADER BELOW @ 32-O.C.(U.O.N.). WITH(3 0.131"x 3 Y"NAILS AT IN THE FIELD. NAIL INTO UPPER STUD WITH(11)10d AND NAIL NAIL SCAB TO PLATE WITH(3) EACH BRACE I INTO HEADER WITH(11)10d NAILS. 0.131"x 3Y"TOENAILS L N (2)ROWS OF 0.131"x 3 Ya"NAILS @ 12"O.C. i BEGIN NAILING V MINIMUM ABOVE SOLE PLATE 2x4 BLOCKING BETWEEN JOISTS N 2x4 No.2 SYP BRACE AT EACH RAFTER / TOENAILED TO DOUBLE PLATE WITH a * N / I NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE SPH_CLIP OVER DOUBLE PLATE 0.131"x 3Ya"NAILS 4-O.C. p N o ti -- OPEN WEB TRUSS _ AND LOWER DOUBLE PLATE. @ 0 W N co GYPSUM BOARD ALTERNATE:MSTA24 STRAP LOOPED JOIST{AS NOTED) -cv Z_ u- 00 o h� BAND BOARD OVER DOUBLE PLATE WITH(6) FLOOR SYSTEM(AS NOTED) cc (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) 10d x 1 Y"NAILS INTO EACH SIDE OF STUD BEGIN NAILING V MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE 0 z o FRAMED WALL >. u = c TOENAIL TRUSS TO PLATE WITH DOUBLE PLATE n a �� U 2x4 LATERAL BRACE REQUIRED IF BRACE (2)0.131"x 3Ya"NAILS LENGTH OF BRACE EXCEEDS 6'-0" GYPSUM BOARD LOWER LEVEL HEADER(AS NOTED) - 00 GYPSUM BOARD Z SECTION -TYPICAL OPEN WEB FLOOR TRUSS AA DETAIL -ALTERNATE ANCHORS AT 900 CORNER LSTA18 STRAP FROM BRACE TO DOUBLE SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 8 SCALE: SD-3 PLATE aN.T.S. - (U.O.N.) i (2)2x_SYP#2 DOUBLE PLATE ?-1 DO NOT SCALE (U.O.N.) GYPSUM BOARD 2 THIS DRAWING BB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW CC SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS � RELEASE DATE: DOUBLE PLATE sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED s 7-11-08 ROOF SHEATHING 6 3"x 3"xY"WASHER REVISIONS: INSTALL 2x4 SYP FLATWISE BLOCKING BETWEEN TRUSSES.TOENAL EACH _--THREADED ROD ASSEMBLY WITH NUT NOTE: c ATTACH DOUBLE PLATE TO STUD PER c END WITH(3)0.131"x 3 Ye NAILS. DETAIL"W"ON SD-3 a)(1)ROW OF 0.131"x 3 Y" NAILS @ 12"O.C.(TY KING AND CRIPPLE STUDS AT DOOR _ RAISED HEEL TRUSS WITH HEEL HEIGHT UPPER LEVEL STUD SILL PLATE LIJ 21 INTERIOR OR EXTERIOR STUD WALL // GREATER THAN 6" 2x_FRAMING(BELOW DOUBLE PLATE) CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE STUD NAIL INTO UA R SOTO BM BELW @ WITH(11)10d AND NAIL Y"x 3Y"TAPCON SCREW 32N (2)ROWS OF 0.131"x 3 Y"NAILS @ 12-O.C. /i INTO BEAM WITH(11)10d NAILS. BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE = DRAWN BY: THREADED ROD ASSEMBLY SPH_CLIP OVER DOUBLE PLATE I BEGIN NAILING 1"MINIMUM BELOW TOP OF BEAM DJM II SHEATH AREA BETWEEN DOUBLE PLATE ALTERNATE:MSTA24 STRAP LOOPED OVER 2x_TREATED SYP#2 SILL PLATE AND ROOF SHEATHING WITH%6"OSB CHECKED BY: t RATED SHEATHING.NAIL WITH SHEARWALLI DOUBLE PLATE WITH(6 10d x 1 YFSS "NAILS ° NAILING PATTERN FOR WALL. INTO EACH SIDE OF SPUD BEAM(AS NOTED) a� i/ w (SEE WALL LAYOUT) \ _ / a) SHEET: N • C In a -SEE FOUNDATION DETAILS DD IL -TYPICAL RAISED HEEL TRUSS BLOCKING EE DETAIL -ALTERNATE ANCHORS AT INTERSECTING WALLS FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG DETAIL - CONNECTION AT EXTERIOR DO Y DETAIL - PURLIN BRACE DETA sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED N SD-3 SD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED Sm THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 0 F-R-CF -M) COPYRIGHT 2002 Thompson Residential Design's . Inc. These drawings ore not to oe reproduced Gr copied ..., . , in any torr» oe manner' " • .:.a wtratsceve - t r w,hoot. the. _. wrrttFn permrssran of Thompson Ftesrdentio Design's Inc, 1, REFER TO TYP. UJALL SECTION FOR FAECI.A TYPE. 2- EMERGENCY EC,RE55 ONE 5A5H OF THIS n u a � / M RCsENC �' 0 4 UIPF'E=r UJ E E �. T EQ N , MU5 BE A �,xRUUP c E C N A ITH TOCOMPLY w HA C3 ARE CzRE$°v R lU , r w <r I Ct'� FIRE :4N U 9 i U B �C� U RN NCx RE a 9 C � a x y, C]Sri � .., r -- , a v e c c: - E pp moo D N CL , o 4 a12 ._ o „ J� 12 _ _ .. . - .. . RAFTER BE R'C - , „ -- ---- IS 5.3/8 r 1- J d i T Lj_. C O IV J E .. I 1 _._�..._..__ Ask SECUNC7 FLR T,U. SUL+f=L.R. _— __ ,. ._ 314" k ,.::. F !� J015T 15EAR4 L o _�_:_:. - :.._.- �, RAFTER BE RG a /4 r- 8 3 i N _ r F JO�a E R : L R 6 ' n _ r IM_ — ... ar, r Q IL f FIRvT FLUOR - i :? . FIRST FLOOR - T.C7,..;. ; 0 m 0 6 @uOqcd 7y L E VAT I, I I N ON ] v n 13 n i s , a , , L _. r, w _ BEAR'G F 19 Z_ (9 9 9 9 t06 o . _ @31440 a Ill 11 LEI 11 Ill - r , u F 'COND FLR- .©, 5l �.R. a 13/4 F, R J016T BEAR . ref N ry , „- I r l � C FiR .T FLC',��R - T.O.5. O (trc LL ] NO SIO F(a 9Y _ E ELEVATION� R�E/V1/5�£f7/�DATE SCALE '/4,i1 = It-011 PLAN NUMBER �g QSAA�t132i �L0040-9-01 tl�ro5� soi�auo�arra siniawauina3uu - 'INNOI.LIQCId T�OA S:LIW2I3d agS 10 PLAN N I I HJV9 S 31Z ZV go AID Sit NO f: TAM -` 2k_,,4wrIdw03 54(103 Hod , = I 1 n� t i COPYRIGHT 2002 Thompson Residential Design's , Inc. These drowings are not !! �u to be reproduced or copied in any form or manner whatsoever without the written permission of Thompson Residential Design's Inc. ON 133HS 1. REFER TO TYP. WALL SECTION FOR jooj:� -lei _ _ FASCIA TYPE. ° N7ld :. EMERGENCY EGRE55 ONE Ss• 6H OF THIS CI��gGil GROUP MUST BE EQUIPPED LWEMERGENGY C. 2f39VMN Wld 9 0 r w EGRESS HARDW chi E TO COMPLY WITHT>,C N' 0 v CxO'✓ERN(NCs FIRE ANCA BUILDWC� Gc?DE°v. � o a w TWD a ob 6 y, 31VO O'3SiA3�1 N0 _� 00/00/00 8PJ/q z/6 31vc3 AS Nlvomo Y U " N (D ,r �p ti C O U) - , � J O Z O �1 ."'ECGND FLR- T.O. 13/4 U) N M-r � 1',81 ,` , , . . . • 1. � `~�3_ , (V `i1 ii RAFTE R BEAD -- FLR JOfST -t` DIN 1 1 III 11104 i ( o 01) IL I _ 1 FIRST FLca,1r�: 1r �'`• _ t. d _ �t r 01 LEPT 'LEVATION t —— - e. - �-I 81 1 N l CC _ N - l i L tDN1 .. G1 I r 12 RAFTER BE.4R`G >2 -- :, ~ ;� ----�;� �,__ a o . Ir ._._� CD O f-� BEARING HEIGHT 12 _JJ vEGc'7ND FLR- T.O. 6UE�FLR. ' .. N FLR JOIST BEAR'G � • r -1 N a C�rl I � cv ' O r . ® O Q A J i � �...1 ! FIRST FLOOR - T,0.5. � :—_�- _ -C a w ! ! 01-01. IGL n N i a -P , 3 :tDNLLGIXI� ! -- _-_- "_ .�.� _ _ _ _._ _ _ _ �._ _________ _ DRAWN BY C�JT °i D U HT DATE � ,�:«x,_ „^^,�,,«, EL ' RE�IISk�CI DATE c 00/00/0 SCALE tDN 1 1 I-oil '/4 f X �4 � ^ o o U w I PLAN NUMBER o cis FLAN 7 io-, T Elevations SHEET NO, "o, aul s uF,asaQ iopu�p!sab uosdwo4,t 10 uo!ss!vyu4d uaWAM ou f3U�, 1 AUG u! asdoo )o onpoidaa aq o7 p . pa IOU a�0 sbu."Jp osavl •aul ' s,u6lsaa lol uapls9N uasdwo41 7nn7 1 ue1W i.lflfl COPYRIGH llV Thompson Design's These droll to be r'eprvd ON J33HS ;n any toy whotsoever Written Design's . irk Ned 35'-I I11 2J38Vt1i.N' NH-Id nl 4 6 �.t.. ¢ ten: ` 0a , 00/00/00 0 00 0 -� 2 _"_____......... _:..._.. c � ...:...:,._< „u:.<�. s... ". m p 4L/1L//YJ1L//tiLI� ry a aJ111s l — u. . Lry 3 N O +l8 Npl .. -------- --------- T V E F-1 E ED 1 [DE r'"` 1 (0'-I" CEIL) TXD FIXEDBIC X 8/ 7 S.G,D. FIXED 5/O X 8/c S5,D. FIXE 4/0 X 8/,O OUTSIDE 5LiCCING 4/0 x 8/m 4OUTSIDE SLIDING= 4/O X /O �xIIt I x _ _ �_ ___ — . FLOOR al, N N V�'ID fN fNG; 3042 ILL11 Nary DA. . L ' STRU`...,IURAL DESIGN OF 1;:EA 1 / _may. " I WALL TO ALLOW FOR 8h0 HIGH _ _ ___ ___-___._ ('e -1 CE I L) SLIDING GLASS DOORS 43s�wa NOTE: Cl _ { ii EXISTING STEEL BEAM , M TO BE REMOVED AND - / 1 r- a t[1 c- REPLACED WITH NEW -1cv BEAM FLUSH WITH CEILING r ( C TWO 5TORY CE I L? 4 cv 14'-4 .1 c LL = to t D� ✓' ifl NEW _ - G�S >�f 6TEE1_ COLUMN © TO BE ENGINEERED � ��./ �� ,:z•^,. � 1� � � I' �/ ._ ITI x ( S -1 ' GE I L) BY A STRUCTURAL - ,n ILL ENGINEER — r- CEIL1r ( I t;' cA i4 - 1 I N -..--- ..I�...■�..... r REP .ACE ,�..' WI H C?iG�at ii<i_ IFd" C .ac 12" UPPER l - (�. tli ( c45 q71 FayE `� - _ _ _ _._.....,�;� cit - N� N � �c� (,a,-] EfL) m t � N u. ILI �! {3 I. TH15 HOME 15 TO BE E:::l TO COMPLY WITH THE 2044 FLORIDA BUILC TNG CODE- RESIDENTIAL. _ -.. x Cf% flu Q 1, GARAGE �aEPARATI.+�J WALL(5) TO HAVE A _ _ Q J .�. 1 in,; I ! � � — —— -' MINIMUM OF I/2" GYP:aU?'"t BOARD APPLIED TO � �_. �`, .� (1) I InG « -1 CEIL THE GARAGE SIDE. � II m -~— _ UPPER GARAGES BENEATH F ,45ITABLE ROOMS SHALL __ Q �,�� ___. _ BE SEPARATED FROMALL HABITABLE ROOMS �x t, � 0 X `-�P I _____ ___._ �� ...}� NM a REFG. 14GZl STACK - ABOVE WITH MINIMt1M OF 5/8" TYPE "X" GYPSUM y""y I` ✓I _:�_.._ m•i u r3xa5E 1J/D F, BOARD OFc`', EllUIV4LENT. . AIR HANDLER 5'T','sTEM TO HAVE A 4" MINIMUM �y l� A/C V i - -11-011CLEARANCE ARCd,%ND PERIMETER OF UNIT, 4 �'._. _ . _ 4. DUCT PENETRAT'=_:�N TO BE 26 GAGE SHEET � N ._.__._._ y — — I FIRE: VAt'9i"ER, C11R C1tUt.NS c,.Or"Kr'viivc:x I 1" CC.I L) y�j ENDURAGOLD C UCT BOARD I" THICK AND Q 47 n SHALL HAVE NC,I OPENINGS INTO THE GARAGE- —I -� 5. GARAGE 5EPA'k'ATION DOOR TO BE A 1 3/S" � � L/T - _ = SOLID WOOD, 4y'JNEYCOMB STEEL, OR A _, ._ s _ ._ . — cv ——— — (� MATERIAL WITF AFIRE RATINCx OF 20 MINUTES. N Q �- - UF'F'ER tfft-ER CEJ < A/C � �. AIR CONDENSER TO BE INSTALLED ON A r 1 t*1 = _..,._._ _. 4' X 4' CONC. PAD USING 4-3/8" X 2" TAP CON5,. r I 0 1 Thi `i. THE FOLLOWIht5 BOND BREAK ON STUCCO li ( I 3 rn ...,., � r ;y: TILE NLn N cv in HOWE n OVER WOil FRAME SHALL BE USED. ►✓'' » CDw A. TWO LA` E+ 8 OF APPROVED WATER in I 0_ ^Y d) v __`.__ _ RE518T ,NT BARRIER MATERIAL. N !-- 1 ( GA°a ASE 4 ' 1 ___ B. ONE L:O'ER OF AN APPROVED WATER p Q _ ' 1 ( 25S 859 to Cc CE IL) RE515 ANT BARRIER OVER AN APPROVEDCIA I 1 6P3 P39 1_011 `'a 4'_ HOUSE WRAP. C. OTHE' APPROVED METH005 OR MATERIALS Q) Q 3> 1 1 5959 FIXED — APF' !ED IN ACCORDANCE WITH THE MFG, --_ r" IN5T, LLATION IN5TRUCTION5. I 2- w N 1./ _ I I w - ' V BOOKS LF Ira" BASE 12" UPPER n N ©� -�_ _ .� to 1 ( _ _ ALL EXTERIOR FRAME WALLS ARE DRAWN ———_ — —— —— I _ 1w 4' NOMINAL ACTUAL SIZE, SPACING, 4 _ GR4,DE OF LUMBER TO BE USED IS TO BE DEITERMiNED BY BUILDER AND CONFORM I // ci Q - TO ALL LOCAL BUILDING CODES. aRswN ev Q 4 4`� � �� `-+IJ Tug 4— DATE � uwn n —r9 IL Iff 5,1 I RASED DAT[ - 5LOFE I »SLOPE cEIL. GEIL. 00/00/ ° r, ALTHOUGH EVERY EFFORT HAS BEEN TAKEN " ° ca N TO PREPARE THESE DRAWINGS TO COMPLY SCALE � 2 M � j I WITH LOCAL BUILDING CODES, CONTINUOUS I 11 n 11_ o N ° w CODE CHANGES MAY" REQUIRE ADDITIONAL /`I ' ° " t I OR CHANGES TO THESE DRAWINGS TO MEET a FLED DRAWINGS, ENGINEERING 5ERVICE5, AND PLAN NUMBER' ° CODE COMPLIANCE. PO�a5E5510N OF THESE T C?rorr;,O 6/m X 1/4 iXED WITH PLANS ACKNOWLEDGES THAT THE PURCHA�aER 3_2424 FIXED= RANeOM ABV, PLAN au+ U s,u61B8t� HAS BEEN INFORMED OF THIS INFORMATION +a,},Aep,�� uasdwayl AND A65UMES THE RESPONSIBILITY TO ISt, Floo ,o uasswoad Ua11>M 1 -1'-gll PROVIDE ALL ADDITIONAL REOUIREMENTS aya �ncyim anaasRaip 1 u 1 u 1'-rD 1 u 1 u i u SHEET NO, pasdaa .m paonpoida> ap of 4: 3`-3 3 -3 2 -6 2 -ro -`3 __ _—_ � —___._....-__ _— � � tou a�a c8ulrnotp aSa41 OF LOCAL BUILDING OFFICIALS 70 MEET COMPL LANCE. /Q 311 i 11 1_ 311 11 1 jJLI •Dui idW0 Q 2 -4 9 -6 2 4 11 15140 -1 Iol;uaplsab uasduloyl zooz 1HOIakdOo ,l _ COPYt�iGttf zuuL s na. Thompson Residential These drawings ore not Design's . Inc. to be repro u" or p Design's , Ina ed These drawings are not r e in an form or manner These drawn s art nit r copied r t a re roduced o p without th 0 6 p wlratsaever taut e //��'""�� ',+�'1 �! y written ermissi a of �r.e�' � 1 i�l ! � � V r manner ,,.n;�»�,.,...,m,�... ,.. ...Y«.,.,,,:..K. ;,a, x„„,m. ,,."...:» ..,,..:.,.,»,,., to be reproduced ur r_n ied a_....,„. P .....,., _ in any form o p p y Y in any 4orm or manner whatsoever without the written permission of Thompson Residential whatsoever without. the PROVIDE written permission of Design's „ N SHEET METAL WORK TO r i t ,_ F ASHfNG AND Thompson yes+de,t a w•�p !y�� .�w t,gyp, � g��g �w Thompson p Residential i. FURt'�(,,,r-r :�-t,dCr ,;,.:I°''.LL L thongs �i.�`�4!''+iA11�/I�L I�i6.�+`Ta.7'” Gest n s Inc, PERMANENTL'r EJiATER`riGHT AND WEATHERPROOF CONDITIONS. Design's . Inc. k� "��- � ,�'' '- �g Design's . Inc. PLANT-�vWELVES TOP � 35 }1 _ 11 - _..__-__ °,OMPA Y ;li' r .. Ez:OMMENL%ATiONS OF "ARCH ITECTURAL SHEET METAL = Y, A WHERE APPLICABLE TO FABRiCATI(ON AND .i......MANUAL" B. trIACN /� iNBTALLAT( t i. {{�- pp j� I j� '' I .w EXISTING CONCRETE FLOOR OF HOME &EE 5TRUCTUIRr"r L DETAIL. &HEE v �r_6u 28'-�J° 2'-$" o C W 3 'vr--` o - .. n' c m c u*. a�n c a u ar '� c 4 c � c ar a WING (�+ , ��yp nips w a ROOF1 "7 A l d 8 « ro C U FLL C CC7t1NTRFLABHING ANCA TRIM SHALL RE PRE-FINI�vr IED U N ,Q"° ALL rI t w, ( w^-+IN a. A c C v v ._ 0 1_ u 1 11 r r r cr c m y v W IP FLASHING MATERIAL a 2 4 2 2 t- C c� a cn t, - t -. _ . , UNLESS -- ,DISE NOTED ED EAVE DR � - � v ��' � - C a a � c v � _211 }4 _�11 1 _211 ,,� �#..,ut, � .� 'v, p ,2 y �.iii v �C�i� ��UT I1�1C-c J�� .. n � � ° �' ALUMIrdUr Ia;dLEs� OTI rCR N v E F ... NAL 13E c ._ a Nc ~' Euro i c urnr � a _ . -WALL FLASHiNC: S L f_,a _ ALUMINUM SHEET$. THRU e a N .� MALL_ F`RC_': FIN15H DAL B SHALL _ c a a a u AND DOUR a o. FLASHING AT WINDOWS r ° a r' .w° ,E n 'rn M STION TYPE. FLAB �i u a a� M TA ..1. C GO PO E L � s � o- � - � THE M u a _ T EAL c 2 a ,. _ AN O °a E M MBR ._ COMPOSITE MEMBRANE T ING C<? MPDS � �, � - 001= _� F -ADHERING � �, �' TI - a i NG R L X 5 r A INS 5E L BE ._ rn OPENINGS. a ay w v c a > c ' �? --_ -. - .w" — _ w .. -w._. -..-. ._.. o n E v a - SYSTEM as � aNA EX i Epc,("„�1�a, WALt. A(R/VAPOI c I�ARR(ER B ��,,, �' > u,}r,_ ty�77 G � �4r Q 4 p �W V3.O 4f:�. W a N 3 aa•. ce �i ar a _. - -, SHEET METAL waRK. o _ M' , EXF'AN5rON OF EXPO5ED <;, I-'R.✓sr....,.. r{:3r'C THERMAL,L a".�w. � o `� E Ar q::; n.ui .I '`-' a 0"-- O �i. tr.o 0 ' en r� Wr rvCJS ....W.L c ,. .:.��,,, ,s �, .�,_,.,,�,�.». c ^ c n a a,� ..,... � � � .. �. c a a "Y''". °w .. ®. _ AT IAL own vvs c 1 tJ t..a _-a w � a ° atrtc P L ,y "",4;T'3 ,AI a� wTTACr-3MNT FASTNER DEV(CEv OF 3AC"1E M E c� c t COMPONENTS BEING ANCHORED OF FROM COMPAT15LE, a .� o a<> T ,1ET. t_ CO P L_1 �� 1_..�- I-7 NOr1 �r; �JSi`v'E EXI &TINC:; �"1ET.AL RECOMMENDED BY SHEET METAL MFR. EXPOSED I FASTwNER5 ARE NOT ALLOWED ON FACES OF SHEET METAL EXPOSED TO I I V I Et,U. `./ F E �. D Wr ,_ - f ' F ASHiNG INSTALLATION WITH ROOFIN�arvTraT oto L {ATING ROOF. COORDINATE SIZES ANDaNC3 i�'�..�rALL,�1i��N C.F (TENS PENS R { W . �A-,,..,O � ��1�l i 1'�lc� � ��• �' � �� ry�. I T I ON N U 04 LOCATION OF F>;:"OOF PENPETRATIONS FOR MECHANICAL AND PLUMBING �_ N U — CN SYS EM G? MPGNi=Ni"S TO MINIMIZE THE QUANTITY AND v151BILiTY. N 1 iv7 O i r Q _ FI;r:Er✓ � �' Fi;�'L:;..� Y�wO Fri;Ei.3 r �,,.?' { FiNws 13!0 z7 s.G. OF� Nil's,x •_ _.___ ____ _ _..rFIXED/�e / -r, ' N �. °' ICE AN wA7EF� SHS rLD W�TERPROO _w�.-. �. r � 13rc� S .D. Or�ENir1G -__ _.-___: _ . _ � } �, t:w°C, t...�I�Tli�.l.,��r„ 3� WIDE ,,.,` C) '� y O UCTS) ALONG ROOF EAVES, — _ _ fa o .. - ( _ } $H LaT cul (.RACE CONSTRUCTION PR D __--__-_---__---___ O CXR RMERS, ROOF PROJECTIONS, VALLEYS (CENTERED OVER VALLEY): _ � � t�� lL. C t NOUTSIDE SLIbINC'a dI® X v!8 � � � I.i C I 1 INa;;TALL UNDERLAYMENT5 ACCORDING TO MANUFACTURE —` „_,� ('� I tis 1 I VAMMt / i 7 1 . ..�..�Mrt Nr ATIraN _..._..,;r O i LV 1% ._ ._...._..._.._._._.._.._....__._...__--__-._.__- _j ROOF WATER MEMBRANE. } W i ? UNDLrGH MINIMUM OVLAYMENT BER GERANE SANDTWA EIS ENTIRE OL E (Y _j C: I I w iF�FACEB. LAP � J IN5T.ALL UNDER LAYMENTS ACCORDING TO MANUFACTURE W 1 r 11 �- cm- 1 I o I o N�. _ ._� �r E D Arlo 2 0 f f _1_.__._ Vy © � I ti j 66U I ITE _— ___ - 1.E I �- _i -- < - I- V_ N M e �-- LO _ { REBUILD NEW -fi- CHIMNEY _ 1 - L_L__.1 x d i 5ELV W r � SCALE: 3" ■ I'-ta" 1 i I I i NOTE: �- m , 2'-811 - CL-) m _ SIZE OF FOOTING m r 11 -y.__ _ _ _ ____ rQ BE DETERMINED ! CD ; ^ � c 1 BY STRUCTURAL O ENGINEER � 1 � - x15TiN AM � .�r CEILING W CL ... I I I 0_ EXISTING BE B E C� L C I L_LI CL h (P REMOVE AND EXTEND � .,.-•-" - _ _-- __ L1 � ' CEILING SEE STRUCTURAL L i 1 i 1 � ENGINEERING iF P065115LE + t ,-P' 1 c - r , i , u - 1 u r n u r u 1 n � 4 LEY DETAIL . � .� _ o 3 5 -9 �, 5 -} 3 -8 131-1 _ 21-1 SCALE - I LOFT _ 1 1 SQ. OPENING I - z I i 32 X1 i U O I5 A i 0 1 h e rv...wwa av wsoe rwi j t J'w..T �l k .... pppp AI g� _...._-_.. . l C A � 1 Ric ___ - _ _ _._ - _._ ___. __ __ __. ___ __ __ __ a i I C30,�w,.��a 1 L r i� L,A.•" ` (� ter•- '�i.�" ,r »- r i J�� HIP I �� ( I _ _ __ _ _ , _-. _ - -- - - SHOW R J - "� A4 LE END DETAIL � � I I 1 - _ _ - 11.x. I `"! + , ` f r` I cv tsa,_ - " E[L C�1 n = _ SCALE I 0 _.J ! { L_ rx _._. -..-.�.�.m_ __ _ --- ._ _-- _ ..t.._- _ __ _ _. .._ ''� cn I I 32" x S✓� 1 - � - �.�.�1 I i 5Q. OPENING S cv ---Ics w- __ U ,,_ - - - -- -- °a - EP PLA FORM , FL _ I �. N ...J. .,,._, . � Of=E la°-4'° FLAT 0 -`-I--- r �f _,___ �-, ___ i i � + ' �_._ �_iL_If �.._ _ EIL. c:.EiL, 26ka8 ,__...._——J r... roe-rwsa,oarxra { ,..:...,.-.w,..,.,..z° ... ,,.,....,......,. __........ .....,...,...,,..«-.- ....,«.,,.:.y" .ir 1 - �� „�` -. / nuo«.a { ,: __ _•_. - � I f , µ.., N j,n �` �- .,;�/,f ,' "// �/ >�•�/ -.r.. - `.� 1 STA( j� �� I ICE i -, ' _..__ U1). -."� -Il --� ��--.__ G"� r:'s .r10'fo 8 C'A`SE i 1 1i 1 if 1y� �j ` : ; - .. . ---m t i , - �:- � �, I I { 1 I I .. I ��___. .�- + 1 � � 11 us �.�a , , I 1 I �� POUR 1 e , �, —. I a & i T INC:;I I I l CONCRETE SLAB 1 ; 1 .10 fR0 1_ 11 I I + t_ �_ , t 1 it r 11 r r 11 1 1 I r _ ,. SAME LEVEL __.__._---____ - i i + � �1 �9 GEL, FACE OF AS GARAGE FLOOR ' � + ` ' � ' 1 I I 11 11 WALL EsELOtIJ � HEADWALL l T IL � + � i.a �, � � i, 4 -1 6 -2 3 1 5 -4 � 4 I1 -0 2 -8 t � _..____._.. _._. . `. - -- I 1 1 1 t 1 I u 1_ - . 3 1 0 4. SCALE I � I � a��,. ,� I r• I f!- N � i A O- ' � ...� T i _ _a_t .: __"W" ` POUR I cv II � (� 04 I s 11 i G' z __ _ - - CONCRETE SLAB N 1 rue D _ - t ' """� N riLE � i i '` � 1 , , � 6► � HOwE SAME LEVEL i - � 1 I { I I _ ,.......-,,.. i..... L r AS CzARACxE FLOOR ►`. = I N �> I � tet- �J r� itL 5L-OPE �Q .{. ... _ _ __.._._.___ _._ E L G,a,E5L - END _ V 1 1 1 f �„�.., . ,.. _,.,,.a� � ,--. _. :. . 1 - �I I CASE c SE FIxED _ _��.._______.----_ C? HIP - N -d Q , --- t7� � _' I 21x9 21 9 2159 1-11 _ —__.. _.. - _ _ __ . - — _---- — _._.. -- - - - _ _ META' RvCr - -- -_-- "_ SYSTEM, TYP, 11.1d - � FIN, FL._ i C14 0) � �11 C I FI ED FI` ED F[ ED C `"ea {U _ - C -1 ® ' ' O - -; _._ .; p j i i CL ..0 r> �r � ---- ---- ------------- L_——.._.._— ALL EXTERIOR FRAME WALLS ARE DI'�At�! ROOFi r-, + „ NOMINAL. ACTUAL SEZE, vPACING, d ROOF �' a`t STEM BELc�W I �� I GRADE OF LUMBER TO BE USED 15 TO BE 1 + DETERMINED BY BUILDER AND CONFORM i SCALE: 3" i'-0" I _._� _- ape _ i DRXAN BY --___p _ _ (d TO ALL LOCAL BUILDING CODES. DRAWN BY C�1 �,��..., - CxJT I DRAWN r Y t!J GJT I 11 r II 11 I tl , II , 11 HJT I cn � ,: 3 -il ra -6 31-11 5 -0 CanTE 9/2�/08 DATA 9/2 Ga/08 I I 9/2�o/08 -'� �; 3l'-(r�11 I 3 A REVISED DATE , e RE/tSED DATE n I REIASED DATE c1p j - 00/00/00 r 00/00/00 ALTHOUGH EVERY EFFORT 6-�A�i BEEN TAtCEN - iIl I i I TO PREPARE THESE DRAWINGS TO COMPLY , 1 11 _ 1- 1 t CONTINUOUS 1/4 11 c 1-011 00/00/00 ; I cA�� c�.t.e I I W(TH LOCAL BUILDING CODE;, — METAL ROOF SCALE I 5YSTEM, TYP. /�11 l l 011 I + ' I I DRAWINGS, ENGINEERING SERVICES, AND PLAN 'unar��, , , �4 - 1 0 I I CODE CHANGES MAY REQUIRE ADDITIONAL --------------------- I + - + v+v rvtf�ri3 —— — OR CHANGES TO THESE DRAWINGS TO MEET I µi w K fid______._. _- __.______.__._.______.___..______ L CODE COMPLIANCE. F�OSSE5SION OF THESE - -. : �� rau�tEsa - - ' TD(Or✓'0 I M650 �,, PLANS ACKNOWLEDGES THAT THE PURCHA�aER aLa,ry THE ENC�INEERiNG ROOF TRt.r55E5 6HOWN ARE i r t�i.Ala HA5 BEEN INFORMED OF TH15 [NFORMATION G,46LE ENL% J FOR CONCEPTUAL PUPOeES ONLY. ACTUAL pt�N Foundation AND A55uMEs THE RESPONSIBILITY TO 2nd. Floor ^' G1 SH S OF TRU55E5 ROOF rJ DE.,,CsN'S,v(ZES, AND LOCATIONS i'-�o� ' 1 u i'-ir0, ' 1 u r 11 � n � u I SHEET N0. PROVIDE ALL ADDIT;ONAL REQUIREMENTS ^ � -0 , b -6 4 2�6__ 2 -8 -- � 9 -i -9 SHEET NO. OF LOCAL BUILDING OFFICiALB T© MEET TO BE DETERMINED BY TRUSS MANUFACTURER, COi iPLfANCE. g TRU55 MANUFACTURER'S DRAWING5 AND SHEET NO, SPECIFICATIONS HAVE PRECEDENCE OVER THESE DRAWINGS. II 2'-10311 9r_/111 2�_,q,311 "'1' r_ it r 11 1 1 i COPYRIGHT 2002 Thompson Residential COPYRIGHT 2002 Thompson Residential Design's . Inc. Designs , Inc. r won s are not These drawings are not These d a g to be reproduced or crines in any (assn or mariner to re reproduced of copied in any form or rnonner ever wi4hout, the what9aever witho<�t .the permission of written permission at whatso written pe Thompson Residential Thompson Residential Design's Inc, Design's , Inc, u� m ci h -n'S--. n a e .� r ., - a c r-n G O O "J a V N. ..,.....,..,.«.:",,.,.,,.«...... 4..». o�.,......a.,..,..,......,.�...... ........,,...,..,.. �.,,».,.,....�,.,..... .,.,.,n..x, ....» '�' d �"�= aM a a C) R. y cv EXI &TING i' w ' c ' '''�� ` �`` � a ' ° 11 aEo � �� a o" `�a rz /� i •`�� j" r a c v a ¢d a OFEN LDE CIf ao -2 of CJ. iL7C ._ __. ._ a - :._ w, o G� .: r --. rl -5 U2 --- Y " ` _ ..O ... _ \ r I J RAF f F-R 5E R`r� - t ? EXI &TING _ . �� N COVE �E �' 04 i O Imo'• _. Cr a r a •/ `✓ (0'—III CEIL) 0 rlU C t. W Q a QL ,,,„._, OL 3 i � b I _ ”Li _ _ _ 0 1-- w. ,�� _�.F[.epi In FLOOR ... .,. :.,. —.. , I 12E ea /� o I I cn [DINING LO + \` 04 r-__ �! U) to to 1 � . �, ( .- � ' � tA LO CD s: :, r� I [ l �, 73 �.. O �. x --. —_ J _. is STOIZZYCi C I _ 0 -- I ri s + + 4. s E i { IT -jE jL /'� 9 e lti� A / r. CE L) _ A.U. U 11-1 GEDIC 4TE1'i' I / RECEPT Fps, I MICRO. - 1 REFCz Es,�t3 ; E1Et..F id" _ 12" UP�E ' i 4 FOYER - . — uilk L _ U„ Jj14 1''`''�l.,a I c , � � �2.4F �.I�.. Esc. R'.`x ``=-ti:� Chi` iI' GEII_) 4�1U -- PPER REFG I ICE I Ag STACK - 1 NT i .s to 4-FLUt7RESCE r I: I! _ C9 , F , 4 r N "5E L T N r t � N Z t B I (y .rTw .�(R ' U" " "€ ' N t I f°" I TILE 04 Tofz OF CnjaFLR. I':�: _. . �a-_.- I � .� N " . rr 1'w c _.__._� _.. r .- f i-OWE i�? i 3/ I RECESSED LIGHT — ---.. — DUPLEX OUTLET DUPLEX OUT ALL SWITCH HALF-SWITCHED W �� --- i 220 VOLT OUTLET EXHAUST FAN ( ( --- � /, � F; �' J' f�•�_�' _.�_._`�' j �TEvEL GOA ��.�� CEILING MOUNTED LIGHT FIXTURE - - EXHAUST FANLIGHT COMBINATION ( I f S �I i-' )` g �• _. � � � � �✓� 1 TO BE EN�xIi`lEE�`r=i:� I i / �✓ ENGINEER G�1 A 5TRU4 T:ii�4.. A g WALL MOUNTED LIGHT FIXTURE CHIMES(12"FROM CEILING) FO ® _ _ Q Q PUSH-EsUTTON SWITCH I I f X GEILW-x FAN(OPTIONAL) ^ t'f `l� SMOKE DETECTOR(12"FROM CEILING) r :'� 0 I' } C NUTTERS(OPTIONAL? TELEPHONE(OPTIONAL) I I 5 '"'--�-- %' i B,4�vE f2" UPPER C O A===A T,B,55"OrF UNLESS OTHERWISE NOTED TELEVfSiON(OPTIONAL) ( i :•' ,`�"- BOOKS LF a- 1 Ej rc� TISSUE HOLDER T TWEIRMOSTAT(60' DIF? I I � ( � '� ®w � ^—! GRAB BAR$30" O/F FOR TUBS MUSIC SYS.SPEAKER(OP7iONAL) `I" O./ --�v it GRAB BAR$36"O/F FOR SHOWERS SS OTHERWISE NOTED CENTRAL VACUUM SYS. UNLESS i✓ n $OAP DISH 53" O/F FOR SH�OWER5 20" ATIONS I I — _—_ _ _____— T LOC DRAWN BY OF.FOR TUBS UNLESS OTHERWISE NOTED CENTRAL VACUUM INLET iJT - - ___ --___ ----�c------ NI _ DRAWN BY - _ - _I C R ...+ DETE TO :,.,, ,._. ..r._ ..� _.__.____.._ ___.__.__ ______s.. _..____________. iF1 D __ __.._ _a _ INSTALL LOCALE _ —_�_, �.___.. VIDE D _ r r I.PRO - - D BY NATIONAL FIRE PROTECTION ASS lATION(NEPA) DATE AS REQUIRE AND MEETING THE REQUiREMENT5 OF ALL GOVERNING CODES. (CFI?AS \ AND INSTALL GR(2ANQ FAULT..S IRCUIT-iNT.E13C I�P7�R t` 2.PROVIDE )AND MEETING THE DATE REQUIRED B Y NATIONAL ELECTRIC,CODE(NE ,% ��11 -, ALL GO VERNfhIG CODES. CV2 ro,100 ry f REI`I;�F_O DATE REQUIREMENTS OF L a- 9/2�/�JS 3,UNLESS OTHERWISE INDICATED, INSTALL SWITCHES r RECEPTACLES AT I TWE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: 00/00/00 SWITCHE5....-.42" TO BOTTOM TELEPHONE--14" TO BOTTOM OUTLETS. ......«14" TO BOTTOM ATELEVISION.--.14"B07BOTTOM RE'�iSEb OATS OUTLETS ABOVE L /�/� /� /� -_`-- ,._. ITCHES AND TOP t , S6JSG/I�fG/�S(J� SW ESE HORIZONTAL--24"FROM FINISHED FLOOR TO O SCALE y EXTERIOR CUTLETS TO DLt R RECEPTACLE 36"O/F DRYER RECEPTACLE 36"O/F CEi'... CEI!_. ti WASHER „ THEWi5E NOi'EC7. XTERIOR WALL LIGHTS TO BE 10 O/F UNLESS O ( SCALE PIAN NUMBER E OM COUNTER �� BATHROOM SG/ 4,ALL RECEPTACLES THAT SERVE KITCHEN AND � �� q, �� r TOPS SHALL BE GFf PROTECTED. 5.ALL EXT.OUTLETS TO BE W,P.GF.I,AND 4 „ O/F t GF-I,2 T TO BE GARAGE REGEP $ ALL PLAN NUMBED 1 3 � KITCHEN * � TO MATCH -�• / /T }��J TDA 6.TvJAGKS N RECEPTACLES UNLESS OTHERWi5E NOTED. 1.SET WALL MOUNT BATH LIGHTS TO TOP OF MIRROR LIGHT 4 MIRRORI, PAGE BETWEEN - .NQ WALLS ,� T y I 4 4 OA- O 50TTOM 8. MUSIC SYSTEMS TO BE INSTALLED s ...,,. ..�... PIAN i c3 �J Sect.ion� EXCEPT BETWEEN KITCHEN BASE 1 UPPER CABINETS WHICH WILL BE INSTALLED 48"O/F TO TOP R,O. " i4 i/2"W.X 1" H, � � f IQiC:`"r(�iC�l ��" .,., �' .�,.� SHEET NGS, UNLE$5 OTHERWISE NOTED 3,CASSETTE DECKS TO BE MOUNTED At MUSIC SYSTEM RO.14 f/2"W.X 2 I!4'" H. NO GAS5ETTE DECKS TO BE MOUNTED SHEET NO, T M ETWEE N KiTCHEN BASE a UPPER CABINETS. WT'IU5 IC SY9 E B 107 RECEPT FOR DISHWASHER TO BE INSTALLED UNDER KITCHEN 51 i1.AL _ABLEEAND PHONE ON SAME SIDE OUTLETSDISHWASHER TO BE HOME RUN UNLESS q'f NE�'Wi$E NOTED 10 n i t nt= t t DO NOT MEASURE DRAWINGSX� Blvd \ NOT6'Y SUbDRUDECT OF ANY AND ALL DISCEIPSENCffi PRIOR TO CONSTRUCTION. SEE GENERAL NOTED S Su VAR SHOWING SURVEY OF REAC00201F"��°' AA COOz01a 904-396-4420 ALL OF THAT PART LOT 53, NORTH ATLANTIC BEACH UNIT N0. 2, AS RECORDED IN PLAT BOOK PAGE 57 OF THE ww.jaycoxcrcnitects.com CURRENT PUBLICIC RECORDS DUCAL COUNTY, FLORIDA LYING WESTERLY OF THE EROSION CONTROL ROL LINE AS ES'ABLSH`D 9Y PLAT BOOK 35,5. PAGES 59, 593 AND 590 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. Issue ENDED HAE A 4T�(PlA» tri DEPARTMENT ONUMENTN OF 2-81NATURALl RESOURCES MONUMENT N0. ]2-01-At 6. JULY. 19899. Igo ml�. 1 I $ M74IF A=�I R X111 i 55 ^� ' set „ n 3 Sf09V INNER - < REST NCE LOT 54 NORTHING'. 21 6715 9]24 2' . '2 L`S\\YI 21 N0. 3] rF-u 11 mill EASING: 39428.51]] '0O 2158 39 I IN ypRM •••NUN ms. • / R 1 D F- ftl "FRAUDD a s & M A, I6 1 se RE "" �§ ` I v, I " 1 e�i.6 J . r R� eo R - R 11 I ' ) 1 I � II IN ^ �I m ➢ EPA 1 ra. C o RF Be 68 ARAV 1 21 s . � I b l 8 '�- it 11111 �� + + >�N I1114m . A g I � I n -F IN D ul HE ;L 5 AS Q' h 11'� L R 'gam g o - Rnl1 T1 � iI / o/ 1 •y 1 w 0 OF < tLED der "I IS S J oz � .°A L� � _ � 1 ,1 1 �' ' a . 1iaEr 0 11 � ti 1 ' " 9 11 . ' I 1 . 11 m fC / D """ DEMAND OF CONCRETE BULKHEAD PIPE, LARANCE N893502"W , 185.588'"°x-1" I � - z sfil 2pn ,yPATTER 292 BURIED uowo BEACH DUNE GRASSES 656 D L " 2 6i Y TRADE NORTHING 2105566.0445 ED COCA nry : a]a so95e5 1 LOT 52 MCD EAS G 4 rv0. t92] 2 O6 i F, 1 =e o XAwt B e n lA NON A P NCH BARREL to m FOUND NAIL I Y q, o C 2.0' NEST OF WEST EDGE IF I QE IIm o R I z PAW OF BEACH VENOE I • oo m & ORTX OF NORTH \\`P, 1p?79 PROPERTY LINE 1 EACX AVErvVE. ELEVATION zD.a3 11.1 N.A.V.O. (1908) 6611 IP ATL NOTES: DEPARTMENT OF NATURAL RESOURCES 8� N L HIS IS A TOPOGRAPHIC SURVEY. ro MONUMENT NO. ]2-81-AT]. JULY )GFQF 2. BENCH MARK FOR THIS PROJECT IS A FOUND MAC NAIL & DISK 20 F_ET WEST eB NORTIING. 2106220.9 [y OF h1E WEST EDGE Or PAVEMENT OF BEACH ARABLE AND 10.0 FEET NORTH OF ROBIN FASTING 530133.1 - I PROPERTY LINE LOCATED Ai 191] BEACH AV NU E EVAMON-204 N.AVD. ('900) 3. BEARINGS ARE BASED ON THE COASTAL CONSTRUCTION CONTROL LINE AS RECORDED Q ON p AUGUST 1992 AND RECORDED IN MAI BOOK C PAGES 72, 72A THROUGH 72H AND O r_ ' REFERENCED TO A LINE CONNECTING DEPARTMEN OF NATURAL RESOURCES VOCUMEm 5 W Py ]2-8 16 AND 72-81-A17 AS BEING N 001947 1. THE EROSION CONTROL LINE SHOWN HEREON, RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B WAS ESTABLISIEO AS THE SEAWARD SU NGARI OF ALL Ao ,y uo t%e� AIL REFERENCED OCEANFRONT PROPERTY I9 DCVAL COUNTY BY F_ORIDA STATUTES CHTER 161.19E O 2-1 5 FLOOD ZONE YE' SHOWN FEREON IS THE AREA OF FILE 100 YEAR ESIOD WIN COASTAL is [ss d' FLOOD WITH VELOCITY HAZARD, BASE FLOOD ELEVATOR IS 14 FEET ACCORDING TO NATIONAL GEODETIC VERTCA- DATUM BY FLOOD MAP REUSED 4/E7/19B9, CONVOLUTE PANEL NO. 'y 120075 0001 D. 6 NO BUILDING RESTRICTION LUNE SHOWN ON PLAT: THERE MAY BE RESRICTION LINES OR �o EASEMENTS 5Y ZONING OR RECORDED R TFE PUBLIC RECORDS OF THIS COUNTY -HAT AFFECT b THIS PROPERTY THAT ARE NO- SHOWN ON 41S SURVEY. Ad ]. CONTOUR LINES AT ONE FOOT INTERVALS ARE COMPUTER GENERATED. 8. SEASONAL PICH WATER LINE ELEVATION FORMULATED ACCORDING TO CHAPTER 168-33.002(45), ,N FLORIDA ADMINISTRATIVE CODE. MHW+(1.5 X TIDE RANGE) OR (CATO 5X53) = 11.1 NAND) m. q MEAN HIGH WATER ELEVATION PER DEPARTMENT OF 3CACtlES AND SHORES. ELEVATION = 3,1 M y �I M �1 a A GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS VOLUME 12975, PAGE O81 FOR DUVAL ' (� I COUNTY, FLORIDA. ti 10. ALL VERTICAL DATA IS SHOWN IN NAVA 1900 DATUM. m n. COORDINATES WERE OBTAINED USING EPS LOCATION OF DEPARTMENT OF NA]IRAL RESOURCES GRAPHIC SCALE MONUMENTS 72-01-417 AND 72-a1-A21. 12. COORDINATES WERE ESTABLISHED U51NG A SPECTRA PRECISION EPo6F 25 L /12 GPS SYSTEM 0 15 AS 60 120 RUNNING LATERITE ARS SOFTWARE. T8TH STREET AN FEET ) }�'m 2 mon = a0 TO, ole THIS SURVEY WAS MADE FOR THE BENEFIT OF 0 o KEVIN PARTEL DEPARTMENT OF NATURAL RESOURCES N sss szzz-E MONUMENT No. 72-81-321. JULY. 1989. DONN W. BOATWRIGHT, P.S.M. NOT VALID WITHOUT THE SIGNATURE AND 335 NORTHING. 21]850.5.9 THE ORIGINAL RAISED SEAL OF A FLORIDA -9] EASING 537579.3 re5V1sED - JANUARY 15, zo00 FLORIDA EIC. SURVEYOR and MAPPER No. D$ 3295 1� LICENSED SURVEYOR AND MAPPER.. �-A REVISED - SEPTEMBER 4, 2007 FLORIDA LHC. SURVEYING SO MAPPING BJSINESS NO. LB 3672 I' ) CHEClfm er. nIe �b1RIMABN Er, _ , BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241 -8550 DATE: a RUMY e.. LwF BIEET_w 1, • 1-s rLDO rSh ��h/ T �I . I f. DCS NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES [E`T` 2002 Sara Marco Blvd. ti Suite 200 Jacksonville„ Fl- 32207 AA C00201'8 Q 1136.4 904-396-4420 t www.jaycoxarchitects.com < f'! Issue m Permit Issue 105. ` XCSTIT+ICa DECK TO 0 CID BE REPLAr ED IN ITS d ORIC INAL LDG TION 1 TEPS cy I } 70 1 I } I h I ti >-� � j0 �' 12 cp l } � 1 �� • g g p 1 ' g g � 1 I } g g I I l . I I g I m0 70 -TI jr ^ rn �-y 'N Oji�t`> >� -P IV tJa [a ,� +: 0) [0 I rn I a 7 r l ' ��- o. '�N I o a. 1 1 1 11 1 } }II g i 1 } g g g 9 4 1 R I a � � — � � � � 1 1 l I i g ' 1 I T g f I f IY , 1 g g I I -7 5TEXISTING STUCCO WALLfi'R�CJSEr] TO R'E'FIT+! 1 rn Is'-3' I7lTVC7N 45'-2 ' 'x:'4" 1 ----REMAINS-<. ! 9 y 4 REMAI S OF CONCRETE.,RETE BULKHEAL 102.8' � BURIED ANDER DUNES ® y I BEACH DUNE GRASSES U) O4 0 ti r �:z NOTE: z I o <> rri U) ap :M��u t� C NO ALTERATIONS. TO EXISTING GRADE, �p -x !I> f � �o 0 K � C7 ANY D I STURBEp Ai�EA TO BE 1 � -Z > , 0 DED. I � w w 1 -7 m 4n Q 4 � m �m z NET OUTIF I LL TO SI TE = Q OU.FT. N 10 CE ISE Q o 1 r- NVENUE 2 00 T J Y1 BEACH : 4-1 17E Fl-AN 5 � R !'1 6 ' O z PROPOSED EXISTIIyG T , I4. �f UJI d ISI BENCH MARK— Uj O LU z w EL. 2 .43 _z O � d EXISTING scrn' ULICHAU -- -Z. _ F047ER a �. EL: 1"7.33' 6 ("–>4 SITE SECTION. 041.2 SCALE: p H=:201-0 I� f� Drawn by: cvm Job:. 0-710 Sheet IF R A 1 Sht. of Shts.' DO NOT MEASURE DRAWINGS – NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES - PRIOR TO CONSTRUCTION. SEE GENERAL NOTES DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANT PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 2002 San Marco Blvd. Suite 200 /2 2 h4J � AQ AA C00201 Jacksonville, FL 32207 DECK A+d 904-396-4420 A4.1 www.jaycoxorchitects.com GENERAL NOTES: Issue Permit Issue I. IT 15 THE CONTRAGTOR'S RE5PONSI5LITY TO COMPLY o-►-Il-oB WITH ALL APPLICABLE BUILDING AND ZONING CODE-5. GENERAL DEMOLITION NOTES: 2. DO NOT SCALE DRAWINGS, USE ONLY SHOWN DIMENSIONS, IF DIMENSIONS ARE MISSING, NOTIFY ARCH RAL CONTRACTOR SHALL SURVEY EXISTING I. GENE � CONDITIONS OF THE BUILDING TO DETERMINE WHETHER 3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF REMOVING ANY ELEMENT M16HT RESULT IN 5TRUGTURAL ANY DISCREPANCIES PRIOR TO THE COMMENCEMENT - DEFICIENCY OR UNPLANNED COLLAPSE OF ANY OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR PORTION OF THE STRUCTURE DURING SELECTIVE COORDINATING ROUGH OPENINGS AND DIMENSIONS IN DEMOLITION MASTER BR. �E]�RQ M #I � �X�i THE FIELD FOR ALL TRADES. 2. PROTECT EXISTING SITE IMPROVEMENTS, \ / G APPURTENANCES, AND LANDSCAPE TO REMAIN. / / L I Y I�� BREAKFAST � �i 4. THE CONTRACTOR SHALL PROVIDE PROTECTION TO ---y ANY EX15TIN6 STRUCTURE AND LANDSCAPE MATERIAL REMOVE, PRUNE AND/OR RELOCATE VEGETATION ADJACENT TO PERIMETER OFNBUILDING I' DURING CONSTRUCTION. AS NEEDED TO EXECUTE WORK, OR AS DIRECTED BY OWNER. REVIEW SCOPE OF THI5 51TE CLEARING WORK 5. CONTRACTOR TO PROVIDE BARRIER PROTECTION FOR D E G K ,V OWNER PRIOR TO COMMENCEMENT. EXISTING TREES OR VEGITATION TO REMAIN (0. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO THE 3. PROTECT WALL5, FLOORS, AND OTHER FINISH WORK COMMENCEMENT OF CONSTRUCTION. THAT ARE TO REMAIN AND ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS. PROVIDE AND — — — — — — — — — — — — — — — — — — — 7. VERIFY ALL ROUGH OPENINGS OF DOORS AND MAINTAIN INTERIOR AND EXTERIOR 5HORIN6 / BRACING FOR 5TR IGTURAL SUPPORT TO PRESERVE — — — - - - - - - - - - - - - - - - - - WINDOWS WITHMANUFAGTURER. STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR 8. ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD COLLAPSE OF BUILDING TO BE SELECTIVELY AND / OR FADE OF BLOCK U.O.N. (UNLESS OTHERWISE DEMOLISHED. 90 4. DEMOL15H OR REMOVE EXIST INC CONSTRUCTION ONLY x NOTED). TO THE EXTENT REQUIRED BY NEW CON5TRUGTION AND 00 q. DIMENSIONS INDICATED WITH A "FINISH TO FINISH", P 8"x6'8' N "GYPSUM TO GYPSUM" "CLEAR" OR "GLR" NOTE ARE A5 INDICATED. CRITICAL DIMENSIONS. SUCH DIMENSIONS SHALL AL50 lF, II _ 5. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED I o I BE FIELD MEASURED AND VERIFIED PRIOR TO ANY L SURFACES CAUSED TO ADJACENT CONSTRUCTION BY — — — — — — I •� �' 3'-I%' `�o AT 0 � N APPLIFABRIANGESNEQUIPMENTIOF �FURN�ITURE, ETGATION OF SEL-CTIVE DEMOLITION. I 4 aLo U ---J ' DEMOLISHED MATERIALS. DO I t-� 6. PROMPTLY DISPOSE OF I 2'6"x6'8 L/ I N I N6 10. CONTRACTOR SHALL PROVIDE SOLID BLOCKING AT il NOT ALLOW DEMOL15HED MATERIALS TO ACCUMULATE ROUGH OPENINGS FOR BATH AGGE550RIE5 AND �i�k ON SITE. DO NOT BURN DEMOLISHED MATERIALS. I NIG 4'-9►'e 2-41�- 2' EQUIPMENT, A5 REQUIRED. TER BR. BEDROOM #I L I�/I NCS BREAKFAST J MAS I TRANSPORT DEMOLISHED MATERIALS OFF-SITE AND I �, MECHANICAL _ i LEGALLY DISPOSE OF THEM IN ACCORDANCE WITH ---i _ ------ - II. CONTRACTOR WIALL OTHERB�UILDING APPLICABLE FEDERAL, STATE, AND LOCAL CODES I IY �-' _ _ 12. PROVIDE SLEEVES FOR MECHANICAL, ELECTRICAL, 4 I �ry � III � AND LAWS. I I I OI I i �.�I h o W in I HE WILES FOR I s 1 I :I t': g I I:I t o{u A I I d - Q n �. SEE ARCHITECTURAL DRAWINGS AND SG — — — — — — — — — — — — PLUMBING WORK A5 REQUIRED BY CONSTRUCTION THE LOCATIONS AND SIZES OF PROPOSED NEW WORK. I ---� v K I TGHEN '- 1 " I � DOCUMENTS. IF NOT SHOWN, FOLLOW INDUSTRY 2 13/4 2-`�4 ll-CW I _:- STANDARDS. �'- 8. SALVAGED MATERIALS NOTED ON PLANS OR $ DIRECTED BY THE OWNER SHALL BE ORDERLY i .. 13. NOTIFY ARCHITECT AT LEAST THREE DAYS PRIOR TO II STORED ON SITE * PROTECTED FOR REUSE IN NEW 6_ - .� PLAG INC CONCRETE. — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONSTRUCTION. SEVERELY DAMAGED AND/OR - . -: V I I I — — — — — — — — — — — — — — — — — — — — — — — — — — DETERIORATED MATERIALS UNSUITABLE FOR REUSE i 547 I I ;--i oo - � ,-- � 14. SEE INTERIOR ELEVATIONS FOR INFORMATION ON ,. `~ SHALL BE DISPOSED OF. iv - i I I I I I MOULDINGS AND TRIM. w ^ n m HERS = UN I I` Ii °° U M I I N 1 1 1c I I I I i LLI UP I I I I � . . �, � 4L _ ——— DEMOLITION LEGEND: '-538 ; 4'- I II it.; Iti lI + , N IXI — ( I I I ( I I I m 0 I o Vl 'i I ELEMENTS TO BE REMOVED o �I � � ;n 2'-C�g" � 2-6-x6-8-- ` � �■1 zo I � I � , �! 2'6 x6'8" � �■■1 � I � /r-' /3-//' s 5 BATH 2 DINING ' ' 13'-n■ 5'-i• N N I T — — AT 3'- ■ Y 0 EXISTING ELEMENTS TO REMAIN STUD ATR -► I DEN w in M 5 O I a li : C� U � BI 4'0"x6'8' BI 4'0'x6'8" T i V m T LAN. J r _ — M a�►^� }} 1 IAJTLR a I �%MF i i © C� �GOPE OF DEMOLITION: I 90 io �+� 4-13/4 BATH �I � W co � — — — — 2'6.x6.8. �O i `� 2'-% — — KITCHEN THE EXTENT OF DEMOLITION A5 SHOWN ON r ' UTILITY/ CONSTRUCTION DOCUMENTS IS NOT LIMITED TO THE I o I TH #2 — — 4'-6' FOLLOWING: L : — — _ �j J C4 El I/ A. SELECTIVE DEMOLITION OF EXISTING EXTERIOR DOOR 3 FIXED BEDRO M #2AND AND W50F1°T5 ASPHALT SHINGLE ROOFING, MASONREAVE OVER-HANe-,5, METAL CLAD Y A4 J _ 24 X LAUNDRY O I I I u I IG -051 I I WALL OPENINGS, INTERIOR FIN15HE5 A5 DIRECTED BY I "' — — — — — — — —� MASTER / I 2'-4�' - I I I I 4'-2' I I I I I I THE INTERIM AND GEIRLINGS REQUIRED TO,GOMPL�ETE ,� DP39 r'�.�n� �Ec��yh I \ FLOOR 5L I ` CASE. CA C 't; w - ANN BATH I Q THE SCOPE OF WORK. _ > 2159 21 2159 pQ �+ Q � — — — — — — — — — -�� CASE CgsE I I ui rn N U N ;�, 2159 2159 E OS O Il ) `r B. REFER TO THE ARCHITECTURAL DRAWINGS FOR Aad —I ' 1 9 UP I I ADDITIONAL DEMOLITION INFORMATION NECESSARY TO CASE CASE. SE a c� - DP39 DP DP39 w COMPLETE THE SCOPE OF WORK. 2159 2159 159 m I = 3\ b ' CASE. CASE. CASE. m 2'-57�,' I'-f,V4 '- I'-(�'4 2'-57(6" 2829 2929 2929 fi OI DEMOLITION KEY NOTES: 48 © OI REMOVE EXTERIOR WOOD FACADE WALL TO EXI5TIN6 5TUD5. 2'-W 33'-V'8 STUDY / 4��4 4'-t 2-104 4-At'4 I I- 2 I I- 4'-8 4'-8)�' 2 10 DEN L / OO REMOVE FLOORING TO EXISTING CONCRETE SLAB. 0 13 Q REMOVE EXTERIOR DOOR 6 FRAME. 15' h�-'i 4=/ltk BA ®REMOVE EXTERIOR WINDOW. 5'-IC*2'' Q5 REMOVE EXISTING GWB PARTITION TO TOP OF INTERIOR CEILIN 3 I O 0 ©REMOVE INTERIOR DOOR d FRAME. U rT1 O QREMOVE EXISTING PLUMBING Cl)FIXTURES. I Icf). Q+ I FIXED TRANSOM 7421 FIXED 7471 — — — `� H 34'-IOV'4 R 1 , W Drawn by. Gv r-1 `*N= 1R5T LOO � i � 11TI0 � ' . AN SEGON � . 00 1>EM0 . 1TI0N PLAN Job:2 080 A2.I SCALE: 1/4"=1'–O" A2.1 SCALE: 1/4"=1'-0" , ,,,1�i /a Sheet S�C 1 I1 ST FLOOR NES IkNORK PLA 2 Cr t'1�o 2 SEGO�l1� L.001� NEVI Y�01� �L.A�I q A2.1 SG,4LE: I/4"=I'–O" ' SCALE: I/4 Sht. /Y I of Shy 7/Ib/2008 5:54:56 GM I Wd 96+b :6 900Z/91/C s�4S 10 �uS 'V �aayS DO NOT MEASURE DRAWINGS DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALLDISCREPANCIES OT ZOgO :qor — i�/I '�—I'v"�S I'zy PRIOR TO CONSTRUCTION. SEE GENERAL NOTES PRIOR TO CONSTRUCTION. SEE GENERAL �� 0M � O- 1 � NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES wn� :�q UMDJQ aN cN007 1STI 1 I'z NV7ci >NOM MZN �. 007 r M J o o r�ol bf= I I 2002 2002 San Marco Blvd. .=iIS-SSI �U Suite 200 A4J Suite AA C002018 A4.1 L AA CO - Jackso Jacksonville, FL 32207 904-396-4420 -- — — — — — 904-3 www.joycoxarchitects.com www.ja Issue 43XId W I - - - - - - - - - - - - - - - - - - - - - \ Permit Issue OI-I�-Ob 12 12 �b CRAFTER BEAR'S ►� � � wosNdal ^ 6 11 o I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - — — — - - — - - — — — - - - - - Rr4FlERBEARtiS 11 - - - - wn � > I - 20'-3 3/9 — — — — — — — — — — — — — — — — — — — — — — — — — — w m Z, RAFTER BEARtiS — — — — _ — — — — — — — — 47 D 46 00he DC I)R — _ - _._ _ - — — — — — — — — - - - - - - - - - - - - - - - - - ,, - - - - - - - - - - - - - - I- ® © ----- 4 4 - - DP3 - �- - - - - - - - - - - - - - Z ® FSR= - - - — - - +• — — — q-I 3/40 w o w ■�p-s .ate-,b .v�g-,�, i - — f2 BEARI FEI6Hr - - - - - - - - - - - - - - - - - - - - _ - - — — — 81-13/40 OL �I-Z I-,� i — BEAR - .,Ib-b .zilb-I f � 7, - tl- - - - - - - - - - - - - - - - - - SEC.ONDFER- TA. 511BFLR. - - - - - - - - - - - - - - — r4Y - - - - - - - — — — — — — - - — — — - - - - - - - - - - - - - - - - - - - - - - - - - - IO-13/4 - - Q - - - - —_ ---..-- — — 5 FJ-R-T,�OIZ. W-I 3/4' — — - ' ■ — — — — — — — — OCR- K) J015T BEAR'S 6Z6Z — — — — 6£da 6 d0 W&I �` 6Z6Z 6Z6Z RAFTER IA � • � 3Sd� '3Sb'� '3Sb'� Q — — — — — — — — — — F--� w D � � � cn � •3sv� e� 3seo � rev — — — — — '-T 37� — aa a �, D 8'-3 I/4� s� 8a9X0aE - o N co rrn #. FLR JOIST BEAR'6 I I I I I .a0 I sl 65 4 c"I' ►�� Q�n —� ��, �� 3s 3sd 9'-13/4• it DP35 - - � � - - � 6Ed0 .n i 4 i I I i i I Df-3-7 �� i II I ri''�' J � Q I I I I I — — FIRST - - — — — — — — — — — — — — # w o�a � CD I-•,, — — L _ _ J _ - z aaxld �- i I , FT [I p ___j � w Z# H11 FIRST FLOOR- TAS. Z-\ — — — — PL O '. w n 1 rn I I I I I I I -____-- � cDn FIRST FLOOR - TAS. � I � �� — — 0'-O• Wig, N �-,OI171 1 N=Q 'w- •819x.031 is .easXaaoati Is I r • — + ■ Z tl�V .89X.913 01 N to rljp !{ � j° jBQ� ° f �s a►I �.- a -I a �'+• � � � � ,.8�9T•Oasr � �5' a�� a , ��la � �� a - - - - a. �;,I r fRII I FI GSI II f .L-.S - �. III do w EAST T I �l I��S I o1� T � �V�T O �T rn p RO �1T L. ` �I PN a fP u— i t� u— i— n W _ 'ti ;pll 1117 X3.1 SCALE: 1/4 -I -O 'WIZ!U 1 1 1 1 1 1 1 iJ , , _ N aNy s9 i�uP i l i I p Nla-it10W 3.2 SCALE: I/4 — O i w NO NOIlyW2103N1 ?JOd SNOIly/Q�3 ?�OIZl31Nl 335 C. � � I I i I I o_6 w M r `...� •r••1 of 2J01?Jd soya 33?JFIl 15b'3 T Ly3io�31yI �-, O I I I I O 'sa�yaNy.Ls �, �; ,l?�.15f1aNl MO-1'f03 'NM � � cu , OHS lON 31 'S1N3Wf1DOa _ � 11 15N00 AG a3dlrO32f Sy :z:m 9NIGWf1-id " m O �I �i � '�'dD12LL03�3 '1b'�fNb'H03W zlOd 53/\335 3al/lOZld 'ZI I`+1�T-T�J...I> .- SW315J.5 9NIa'11(iG Z13H10 Tlb' H11M W315J15 - - - - - - - - - - - - - - +�� W':)lNVHD3W :4jVNl(3N00D �TdHS ?JOlD�IlNOD IIca 0 - - - - - - - - - U .,..� .r..,l, 'C= -jN Sy '1N3Wdinvg N , i .zilb- •' -+ I ONy 531?J0553SOy H1yG NO-A S9NIN3d0 H9f10�.J _ -- A4J y 9NI�IDO-iG altos 3al/�OZId 1-PdHS 2iolDb'?11N0'� 'Ol -OJI I 13 32�111NTJfl3 '1N3Wdlfit�3 'S3DNb'I�ddb' �A I I*'I c...4 + . .._ 30 N011y'i-iy1SNl 2!O 513NIGy7 d0 NOIly71�Gy3 '�t INIC - pzj JINy Ol 2�01?ld a31d1?!3/l CNV a �kl9N=-& lO a-T313 39 Rolne N OS-hd �TdHS SNOISN3WIa HDfiS 'SNOISN3WIa '1yDiliZlO � �I f--� � W '- @.9X.9. rn I O�� 2i0 „Ny3-17,, '„WnGcUq Ol Wf1Sd t9„ O «; I I .,HSINid Ol HSIN13„ y H11M Q31`dDIQNI SNOISN3WIa 'b � n 3SIM'd3H10 GGR� ij Wan X170-IG 30 =lw=l 2101/ aNy � m ares 11-77 JO 37yd W , i.V oz r- - o� N3�ly1 U 3?�y SNo ISN3WIa 'i -ry e --- - - - - - - - - - -.. , _ - - - - - - - - - - _ _ - - - - - - - - - - - - RAFTER BEARtiS - - - - - - - - - - - - _-_.- - - 12 - - - - - - - - - - - - - - - - - - - - - - - - RAFTER BEAR'S aNIM ”' ,easX,as, d 20'-3 3/9' _-- — - - - - - - - - - - - - - - - - - - - - - - - - b S2�OOa JO 59NIN3d0 H9f10?1 •1Td Jldl?J3/\ 'L - - _ oo - - - - _ _ _ _ _ _ rn - - - - - - - - - - - - NO1 - - - - - - 0fi211 - - - - - - - - - - - N3W - - - - 3 - � - - 19'-5 3/9' "T"lb' Jldi?J3/1 a�31d ThdHS ?1017yZ11.N10'� 3H1 'q laNOq - - - - - - - - - - - - - - - - - - - - - - __. . - - — — — — — — — — — — — — — - - — — - - - - - - - - - - - - - - - - Il /43.1 9NI151X3 8 2lOd N0110310Z{d ?J31?Jc*JyG 3al/�OZId Ol ZI010yZL1N00 'S � _ - — - ------- —. -— — I 'Iti DP3q DP3Q EX. DP4'i .------ __-_.. EX. - —.._... _ ..._ . .__-_ DP3�I W — 49 O I -f aNy 3?JfLI-�f2LL5 9NI151X3 JWy fND W _. WDW --------- NOI1D310?�d 3al/�O?.}d T1yHS ?J010y2}1N0'� 3H1 Tr NI i \ 12 3 ab'21.L 11'v' 5 � a '131 3 1 i 012�I I SN3W la aNy OL BEARING F�It51•I'r 59 i NIN 3d0 H9(102! 9NI1 yNl �C3 LN3W=19N:34WO*D '*-F IV-20_ — --.. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 51rSQ F1-R-� � — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - 56GOND FLR- T.O. SURFER. — — — — — — — — q-I 3/4 - - - - — — — — — — - - - — — — — — — — — — — — — — — — — — — — — — -- -_ 3 — - - - - - - - 3H1 i '1 311H 10-I 4 J13110N 9 y = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . — _- -._- - -.- - ___.-- -- —_.=—_-- — - - - - -_ —__-- -_... _. - -- RAFTER REARMS Q — — — — — — — — — — — — ---- ------------- NM 31 SNO I la FER JOIST 13Ei1R115 — oHs �. -INO 351i 59NIMyZIa 3�yx, lON oa •z ao-Ll-Lo S3a0'� 9NINOZ aNy 9NIa'IIfiG 3-i9y0lZddy -iW RLIM FLR JOIST f>9EAR't5 V 1 anesl ;lw,�9c} -K-7c"09 01 �U l�GlGNOdG9N S-8017yZI1NOD 3H1. S 11 — — — — — — — — — — — — — — - - - - - - - - — �i=T3T4� I 9'-I 3/4' ansslI --- m -- I - - IL M IND wD ►^i 0P3'7 DP3q __. EX. EX. EX. 4 'S N 'v21�N�� - -- UJOo'S o2 I DJDXO�/CDf-MMM .r —9 6�-b0 ------- OZ-VV 6 21,110Z:003 VV LOZZ2 -lj '91 I!� uos�{ao� I •pn18 oaaDw uoS ZOOZ I I FIRST FLOOR - T.O.S. riv r,ar I• �. __- �__� :� �� — — — — — — — — — — - - - - - - - - - - - 3 FIRST FLOOR - TAS. - - -- .-------�.---�-- ---�.....,.--._._-�� -�-�----- -- rrW Drawn by: GVM Drawn Job: 0110 Sheet Job: ,I pox �Ivxsxs� �s •NOlaana,Lsxo3 os xo17la SZ0NV � i i Sheet d32i0SIQ Tlto' QNV � ,�o J.O�iO2�' �LLOri , ' s S I I�� 1...�Vr�T l Ol�l - SOUTH ,��;;,�.,, � -, I'7 / . �NBCE E1..EVAT I Oil NORTH , ,, . ,7 , 1�IIM�'2iQ ��ns��t zo�r oQ , A3.1 SCALE: I/4"=I —O `.�! A3.2 sir SCALE: I/4"=1'—O" . 2 Sh t. Sht. of Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES DO NOT MEASURE DRAWINGS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES I1-0' PRIOR TO CONSTRUCTION. SEE GENERAL NOTES METAL ROOF 5Y5TEM, TYP. T.O. MDOE 24-6 3/4• I • 2002 San Marco Blvd. Suite 200 FL 32207 MY5TEMTAL �� 2 Jacksonville, AA C002018 CONVENTIONAL YVD. FRAMI - AA 0006 18 1'-0" CONVENTIONAL WD. SEE STRUCTURAL DWG'S S 200 FRAMING - SEE SPRAYED ON ICYNENE Ja METAL ROOF 2002 San Marco Blvd. www.joycoxarchitects.com STRUCTURAL DYVG'S R-30 INSULATION A CONVENTIONAL WD. SYSTEM, TYP. Suite 9 Jacksonville, FL 32207 A C002018 ■ w.'a coxarchitects.com T.O. RIDGE X�" GWB OVER 3/4" w 904-396-4420 LEVELING, SHIMS ® FRAMING - ww Permit u sue �� (� �Ye" EXTERIOR L SEE 5 SHEATHING O/ 2X6 1611 ■ 07-17-08 � • P.T. STUD SPRAYED ON 2-0 An 11 Iq-5 1 R-15 BATT INSULATION ICYNENE R-30 Issue 14' 15-5� I SYSTEM, TYP. METAL ROOF -0 GwB SYSTEM, TYP. SPRAYED ON METAL 6 INSULATION, TYP. 12 Permlt 155ue T.O. RIDGE ICYNENE R-30 12 FRAMING CONVENTIONAL WD. � �� 01-11-08 24'-63/4' i�-0. - - - - - - - - - - ��SSRlKII�RP6h - — INSULATION A T.O. RIDGE RAFTERBEARI6 - - - - - - - - - - - - - - - - - DWG's - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T,O. RIDGE '�5 Ib" O.G. (TYP)22 I/2 I 203 3/8 - -- - - " GWB OVER 4 ' LEVELING SHIMS 1 I RAFTERBEAR'6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — - SPRAYED ON IX4 FASCIA BD - TD PNTD - - - - - - - - - - - - - - - - - - - - - - - - - - - 20'33/8' -0. IPXN4NFASGIA BD 12 ___ INSULATION TYP. ---- ICYNENE R-30 I X8 F 5G - t - -- -- -- RAFTER BEAR'G - - - - - - - - - 2 �� - - - - - - - - - - - - - - - YFRAMING ® I6 OG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 18'33/8' - - - IX8 FASCIA BD - RAP'I'ER BEAR'c5 PNTD I8'3 3/8' T RAFTH2 OEAR'G - I PNITV RAFT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 18'-53/8 I — — — 3/4" SOFFIT BD - PNTD L 18'3 3/8• YV/ FRAMING o I6" O.G. IXb FASCIA D - I I -____-- 1�" GWB OVER 3/4" RAFTER. �AR16 L " " IXb FASCIA BD - PNTD IX4 FASCIA BD - Ib" O.G. (TYP) a MASTER MASTER L�EVE"ILINOVER SH MS, • I L I I _ 7�q I/4 MAS R - ROOM #2 I I I BATHSo BEDROOM I6° O.C. R-13 BATT fr BATH _ BED '� IX4 FASCIA BD - PNTD ' �� INSULATION _ I � >r IMPACT WINDOW AND $A H IX8 FASCIA BD PNTD FRAME ZN ALUM. GLAD WOOD IX8 F - 3/4" SOFFIT BD - PNTD 3/4" SOFFIT BD - PNTD GYVE R-13 BATT YV/ FRAMING ® Ib" O.G. YV/ FRAMING ® Ib O.G. INSULATION FIBER-GEMENT I TOP OP 5UBFl.R — — — — — — — — IX6 FASCIA BD - PNTDSY�AT� -RESITANT — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ■ - - - - - - - - - - - - - - - - — 10'-13/4' Q TOP OF5UBFLR. 1'-0• HER t _ — — — — ; � _ BARRIER TOP OF SURFER. 1 - - - -1111bPLR J015T BEAR't5 - - - - - - - - - q=1 3/4' - - - - - - - - - - - - - - - - - - - - - - - . 3/4' _ _________- - -____ - 2X6 — — — — — — — — — — — — — — — — ______ Q — — — — — — — — — — — — — — — — — — — — � BE� I I - ! I-0 METAL ROOF %FIBER-GEMENT 5HEA ITHINNGI O/ — — — - FLR J015T BEAR't5 I �_ ■ V-I 3/4' I j I SYSTEM, TYP. BEO)ROOM #2 51DIWP P.T. STUD 8 13/4 i I , ALUM. GLAD WOOD BARRIER RESITANT BEDROOM #2 LAUNDRY I 4 m \ I _ PEN I11 WINDOW AND _EN `� I I CONVENTIONAL WD. FRAMING - fib" EXTERIOR -� D N ■� I r METAL ROOF MAST R 7 `� I i SEE STRUCTURAL DWG'S SYSTEM, TYP. P E 5� O/ 2X6 I •�• � I MAS I E� 1Q° GVVB OVER �'4" CONVENTIONAL WD. SAT BATH LEVELING 5HIM5 o FRAMING - SEE STRUCTURAL TOP OF SLAB I I I — _ DY46 S I - - - - - - - - - - --------- ------ --- — ® 2 P.T. 5 an — — — — — - — — — — . . ——————— ———— TOP OF 5LAB I - - - - 01-OM - - --- I b O G ® 16 O G -0' 2X6 STUDS Xb 2-04 1 I I I I R-13 BATT R-13 BATT 12 r__TINSULATION INSULATION 5 � IX4 TRIM BD - PNTD I Y2" GI^JB Y2" G� ! - - - 4111-2m - - - — - - — — — - - . RAFTER ryl : RAFTERBFJIR�6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSULATION, TYP. PLYWOOD - - - ICYNENE R-50 3/4 FLOOR FINISH O/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SUBFLOOR BEDROOM _ �9 1 T I O I I I'-2' --- V 3/4 FLDORFINISHO/ - - - - - - 1 �UIL.� I1�G SSG It SECTION ►—� •� 3/4" PLYWOOD IX4 FASCIA BD - Xi" GYVB OVER �'4" ��_ A4.1 SCALE: 1/4"=1'—O" . . S-+ METALROOF I6 O.C.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - — - - - - - - • SUBFLOOR pN-1-D LEVELING SHIMS o TA. �4. SCALE: I/4 -I -O _ _ SYSTEM TYP. 2X6 P.T. STUD BEDROOM - - - - - - - - - - - - - - - - - - - - - - - - - - -- — D 10-13/4 0 O ry T.O. SUBFtR — — — — —1 X-8 FASCIA BD - �SUBFLOOR FINISH O/ R 13 B 5/4 PLYWOO - - - - - - - - - - - - - - �ONVENTtO1�CDVD- - - - - - - - - - - - - - — — - -_ - - - - - - - - - - - - - - - - - - 10'-13/4' PNTD 4-•1 � I FRAMING - SEE R-13 BATT INSULATION 3/4" FL FIN15H O/ 3/4" SOFFIT BD - PNTD INSULATIOT� e,�GOND MLR. _ I MR JOIST BEAR* rt•1 0 STRUCTURAL 016165 12 PLY D W/ FRAMING ® Ib" O.G. & G� T.O. 511BR.R Xs° GYVB SUBFL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " q-13/4 - - - - - - �� SECOND FSR - p-0■ 3 - - - 9'-1 3/4' T.O. SURFER. � FLR JOISTBEARtiS - - - - - - - - - ■ - - - - - - - ,'•� O I - - „ - - - - - - - - - - - - - - --- 4'-13/4' W-1 - - - - - - - - - - - - - - - L U / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I " ----- I IXbFASGIABD - PNTD FLR. J015T SEE STRUCTURAL FLRJOIST BEAR'6pies - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O 3/ U � GWB OVER 4 ,� e- L FLR. I SEESTRUGTURAL - - - - - - - - - - - - - - - - - - - - - � M _ � I I DWG JOIST I P� __ - - - -- - — 5ID1N(5___ - - - - - - - - - - - - - - - - - - - - - - - - - - - - i I - - - - - - - - - - - - I 5LR. JOI STRUCTURAL 16'ELIN67 PJ � RAFTER BEAR'G FIBER-GEMENT EE -8'-3-3/4` - - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - - - - - - - p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - I - - - rd A J p) I i �1" GWB OVER 3/4" — -+ — LING SHIMS HEATHER-RESITANT SEE STRUCTURAL Ib O.G. FLR. JOIST I I LEVELING SHIMS ® I DWG'S '� m FLR J015T `� ALUM. GLAD WOOD 1•+•1 — U I BARRIER 8'-I 3/4' I I " IMPACT WINDOW AND r------, 1�" GWB OVER 3/4" r J6 EXTERIOR DWG'S FRAME I I �' LEVELING SHIMS 1 �j i i 5HEATHING O/ 2X6 I I i ■ T.O. RIDGE 7777rIU � I I 2X6 STUDS ® I I � Ib O.G. (TYPJ U 24'-6 3/4' I 1� M SEE STRUCTURAL I I P.T. STUD - I i 2X6 STUDS ® FIBER-GEMENT BEAM I I I6" I ry� DYVG'S i i �/ •r-1 ki" GWB OVER 3/4" I6" O.G. I SIDING //,' W rl I �•.1 I -r � I SEE STRUCTURAL i i ! LEVELING SHIMS O CIO) I I6" O.G. �'-_-__-� � I . U� ' I I I RAFTER - - - - - - - - - - - DWGS I I I , — — — — — — — — — — — — — — — — — — — — — — — YVEATHER-RE5ITANT I I � I I - T I BARRIER - 20-3 3/8 I I I i V EXTERIOR I I I I O� I G� D O��I G� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - - - - I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I O�� I G� i i LAUNDRY P E STDG O/ 2X6 /�� R-13 BATT .SIDING FIBER-CEMENT I I I ------ SIDI1� ALUM. GLAD WOOD i------� �/ BARRIER " ISHB YVEATHER-REINSULATION FRAME 3Jb" EXTERIOR INSULATION IMPACT WINDOW AND I I , R- BATT "v �I I YVEATHER-RESIT T BEDROOM 2 BARRIER DEN I I �\ SHEATHING O/ 2X6 GVVB � r i i ��\ P.T. STUD �" EXTERIOR B TH 2 (� i i i �\ SHE STTHUIDNG O/ 2X6 RAFTER BEAR* O 111-2• I - - - - - ■r..� I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I tv - TOP OPSUBrLR - - - - - - - - - - - - - - - - - - - - - - - - - - V 1 - - - - - - - - - - - I I 4 IO'-1 3/4' - - - - - - - - - - - - - - - - - - - - - - - - I I - I • FLR JOIST BEAR�6 - -- - - �n q'-I 3/4' I ka i i i i FLOOR FINISH \\\�� FLOOR FINISH FLOOR FINISH f..� 51D1NG k- I i FIBER-GEMENT I FLOOR FINISH i I FSEE STRUCTURAL DWGSF SEE STRUCTURAL DW5'S I - FLOOR FINISH i i FLOOR FINISH �� GONG SLAB ON GRADE- I WEATHER-RESITANT CONG SLAB ON GRADE- I GONG SLAB ON GRADE- FIRST FLR. - TAS. — — — GONG SLAB ON GRADE- FGONG SLAB ON G - BARRIER F I = GONG SLAB ON GRADE- FF I ILFIRST FL.R. - TAS. - - - SEE STRUCTURAL D '5 SEE STRUCTURAL DYVG'S I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE STRUCTURAL DWG ° v D ° � v O'-0' SEE STRUCTURAL DWG'S FIRST FLR - TAS. OFFICEI I LAUNDRY BA-2 '� — — ------ 0.-O• p ° a O� � D _ D a p _ k FIRST FLR. - T.O5. I I 3Je" EXTERIOR SAL ' FIRST FLR - T.O5. i V a D ° ° , I t SHEATHINGO/_2X6 - - - - - - - - - - - - - - - D p ---------------- ------------- -------- k= - O'-On I I P.T. STUD W/R-13 ° °..D ° - °1 ` � 01-08 6 VDD ° - D °. D Q V ° p. ° .V D Q ° V D° p— -Q —————— _ r 1 q ' I I BATT INSULATION D:° D — - -- ----------------------------------- --- -- --- (20.'�3' N.tSVD� I v (205 N.b VDJ —————————— [�VAPOR -------- _— r —— 1 D r 1 IVAPOR BARRIERVAPOR BARRIER -- — L VAPOR BARRIER--------- VAPOR BARRIER 1 1 GMU STEM WALLTOPOF SLAB CMU STEM WALL - BARRIER I I 1 SEE 5TRUGTURAL DWG'S _ CMU STEM WALL - OL _ - - STRUCTURAL , . • : .. .� _� : . ,. ,. ... . .. ,.. . M D SEE —— M •. Fy1 G 5 �' i ! ( � ' , 1 1 I DWG'S STRUCTURAL ' D D D I SEE STRUCTURAL 1 D 1 1 1 DYVGS'S�UGTURAL DWG'S Drawn by: G�/M ° GONG FOOTING - SEE STRUCTURAL d D ° a i ° a . D D � GONG FOOTING I � � a p o ° GONG FOOTING - ° ° D ' Job: 0802 D, GONG FOOTING - a D a p f, Dr BOTTOM OF FOOTER DWG'S BOTTOM OF FOOTER. DWG'5 V. GONG FOOTING - ' p SEE STRUCTURAL `-'� STRUGTURP`L BOTTOM OF FOOTER ° 1'133 N SVD. Drawn by: 1 SEE STRUCTURAL .._ SEE STRUCTURAL , I'1.33 N.6 VD. K**2 U I L =I I NG SECTION / `' Sheet ob BOTTOM of FOOTER DWG'S Y I,.3' N.&VD DWG S I r 'r ` Joq n. N:6 VD. I , ��_ �� ; 1 I'1 N.6 VD. Sh A4.1 SCALE: 1/4 =I —O A4 . 1f 3 2 IV�IA�.L. SGT I ONAL.L. SGTIONJob: 0802 / Sheet 2 �NAL.L. S GTO� AL.L. SEGTI OilK' , �IAL.L. SECiT ION 7 � °s A5.2 SCALE: 3/4"=1' O" A5.2 SCALE: 3/4 SCALE: 5/4"=I'-O" Sht. of Shts. A5.1 SCALE: 5/4 =I -O �5.1SCALE: 5/4 -I -O '/ � ' A5 . 2 7116120085:52:52 PM Sh Sht. of Shts. ..____......-..._-.......... ...._.____. DO N+ NOTIFY A APA RATED PLYWOOD DECKING PRIOR TC 12 6 (4) 8d NAILS FTER-& PLATES -455#) ELEV. 119'-:11 (2) H3 w/ (4) 8d NAILS TO RAFTER & PLATES (CAP.=910#) ZEXISTING 2x6 RAFTERS 0 21"o.c. (3) 200 TOP PLATE —EXISTING lx DECKING Cr L 2x STUD WALL 2x6 016"o.c. / S--. 4 POST I J"O TIE—DOWN ROD (A36) 0 36"o.c. MAX. w/ J"x3" SQUARE WASHER & NUT — — — HIGH ROOF- SAVE DETAIL , Dl @ ST D BEARING WALL D2 �,T t (2) 2x 10 ( 'I �r,�3 I PT 44 POST _ S-3 w/ ACE4 POST CAPS • — p 44 PAST Sri w/ (2) A E4 POT CAPS -- APA RATED PLYWOOD DECKING 3 ELEV. 118'-1" (2) A35I \ _ 2x12 CONT. NAILER NS & FS SCREW TO TOP CHORD OF TRUSSI \ — II ( a 3d NAILS TO 2k pl, w/ (2) }"00j WOOD SCREWS C �—• S (CAP.=910#) FR F 0 EACH RAFTER — N� — EXISTING lx DECKING \( I I I I • S EXISTING 2x6 — RAFTERS 0 21"o.c. )D (A36) 0 36"o.c. MAX. — — WASHER & NUT ROOF, NAILERSTANDING SEAM METAL ROOF SYSTEM, • '� ON ICE & WATER SHETLD, 3/4##=1 '—Opp CA : 3/4Off 99=1 Cl Q EXISTING ROOF 0 VE R - FRAMIN=1 G, C ON " APA RATED PLYWOOD DECKING, — ON 2x8 RAFTERS 0 24"o.c. — 200 HER ALL APA RATED PLYWOOD DECKING w/ j") PLYWOODFIFILLERS A4 o.c. ( ) S-3 2x STUD WALL TYP., UNU 2x6 0 16"o.c. _PLAN NOTES: 1) FOR NAILS Zx *��ER H/GH ROOFFRAM/NG PLAN 2) FOR -SECOND L BOOR NOTES"& LOWSI & JOIST i LSTA15 4) FOR TYPICAL FRAMING DETAILS, 2x RAFTER w/ (6) 1 Od NAILS SCALE: 114" TO STUD & RIM BOARD APA RATED T&G TO) RAFTER (&4)PLAT SNAILS PLYWOOD FLOOR DECKING CMST12 16"o.c. (CAP.=910#) ELEV. 110'-1 " w/ (8) 16d NAILS CONVENTIONAL FRAMING NOTES: TO PLATE & STUD 1. ALL CONVENTIONAL FRAMING SHALL BE SYP. N0. 2 OR BETTER. 2x FLOOR JOIST AT EACH END 2. ALL RAFTERS SHALL BE 2x8' s ® 24" O.C. U.N.O. 2x4 0 16"o.c. 3. FASTEN ALL JACK RAFT. TO HIPS AND VALLEYS w/(5) .131 X 3" TOE—NAILS. ZEXISTING4. ALL RIDGES, HIPS AND VALLEYS SHALL BE ONE (1) NOM. SIZE LARGER THAN ADJOINING EXISTING 2x w/ (2) 2x TOP PLATE 2x6 FLOOR JOIST 2x FULL HEIGHT RAFTERS A 21"o.c. 5. ,FASTEN RAFTERS TO CEILING JOISTS WITH (5) .131 X 3" NAILS. " 2x FULL EXISTING 1 x DECKING 6. FASTEN RAFTERS AND CEILING JOISTS TO PLATES WITH (3) .131 X 3 TOE—NAILS. BLOCKI N JOISTS 7. FASTEN ALL HIP AND VALLEYS TO PLATES WITH>(2) SIMP. MTS12 TWIST STRAPS w/(7) IULTt=PLY 2x BEAM NAILS EACH END OF EACH STRAP. PLYWOOD FILLER 8. FASTEN NAILERS TO EA. RAFTER W/ (3) �16d NAILS OR W/ 1 "� WASHERS & #8X3" SCI EXISTING 2x WALL 9. BENEATH EACH HIP OR VALLEY TO PLATE CONN.:USE MIN. (2) SYP.#2 STUDS BENEATH. 2x STUD WALL 10. FROM POST TO PLATE/WALL, STRAP DOWN W/ '(2) MSTA24 FLAT STRAPS. 2x6 0 16 o.c. L CANTILEVERED FLOOR JOIST JOIST BEARING DETAIL Bl A A B 2 @ LOW SLOPE ROOF @ EXIST. ALL, B3 A C� INTERIOR BE RING W LL , „ 3/499=1 — SCA3/4"=1 —0 SCALE: 3/4"=1 — Ilk APA RATED PLYWOOD DECKING— OR H2.5A HURRICANE CLIP W24 JOIST XTERIOR 2x WALL HANGER. 12 "0 TIE—DOWN ROD (A36) 036"o.c. MAX. 6 w/ J"x3" SQUARE WASHER & NUT APA RATED T&G ELEV. VARIES 2x ROOF RAFTER ELEV.-11 —1— PLYWOOD FLOOR DECKING w/ ROOF SLOPE 12 �?x4 OUTLOOKERS 0 24"o.c. ELEV. 109'-1i" ELEV. 110'-1i" 31 2x4 C04. 2X RAF(ER ELEV_ 108'-31" . "------2x STUD WALL EXISTING 2x FLOOR JOIST (2) 2x RIM BOARD 2x FLOOR JOIST H8 w/ (5) 10d x1 " NAILS TO w/ 2x6 STUDS 0 16"o.c. RAFTER & BEAM (CAP.=745#) w/ (2) 2x6 TOP PLATES kCTOR SHALL CONFIRM 2) 2x RIM BOARD EXISTS 2x STUD WALL MULTI=PLY 2x BEAM TIE—DOWN ROD _]��2x6 0 16"o.c. w/ J" PLYWOOD FILLERS WHERE INDICATED ON PLAN F RAKE CONDITION ROOF EAVE I T FLOOR EDGE DETAIL ROOF EAVE DETAIL RD A4 FARING Al �` 2 © PORCH CONDITION '� 3 @ ROOF TRUSS LOCATI SC ,_ „ Q STUD B „ Q SECON D FLOOR _ PIV11P 1 !llwlaaiiuva -- — -- -- -- I PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I ::iU C131aN 3�ait? ?Hla SS2-INn NrT-A 3WOH 39 01 13 30�I9 3N13NIg�l�� IS li TT13QNt1 03.1-1119NI 39 Ol ELEGTRIGAL NOTES �I3H5BflH£IC3�O�ld3 i?� �! Nac4ciCt ► 29VIG N3H011SI N33lT113�a W31v1S^IS RWif E ON 133HS C731NnOW 34J01 S*l=>3Q 311;3SS'v'O ON H „tll Z wEslS :)isnW 3A05'V CialwoW 3g a1 9?i030 3,+.13 5V 3` I, THE ELECTRICAL WIRIN6 SHOWN 15 DIAgRAMMATIC AND IS "�al� "I� .��? Q310N 3SItIb�3H,o 553"iNn INTENDED TO INDICATE SWITCHING. REFER TO THE (. 'H L X M wZ/1 tl `O'LI d01 Ol :'0"0" C13`t"171SNI 3i3 -1-ur1 — ——————————--—- RTENDE ED GEIDIN6 PLAN AND INTERIOR ELEVATION NVId H�IH(11�i13NIC3 �13ddn r 35tr1 N3H01i7i 1'3WBUS 1G:0Y,3 _— ——I DRAWING FOR LIGHT FIXTURE LOCATIONS,ELEVATION OTHEfRW15E t.ollog Oi �O„Sp Cal!1R 18N1 3� Ol�CW31S l5 ✓(6ri ! NOTED ON THE ELECTRICAL.DRAWIN65. (2�O��C4 t 01 1-1 vN.I 1343 30S d� I i v' Dy) I V Ad0?+1 lW�O dal Ol mama S salt INnow ?14f(i 1 `L 2, GENERAL CONTRACTOR SHALL COORDINATE ROOF TRll�f 20 Q310N 3�s1ft18lHH1C7 X53 tory vr '# LOCATIONS WITH LIGHT FIXTURES.ALL L16HT FIXTURES SHALL SUI 38Yif1N N13 i'�1>��O Z1' 34 Oi Slcl30?21 3 13V�IW TAKE PRIORITY OVER TRUSSSHOP DRAWIN65. dN '1' dm 33 cl ala tarty sX3 Jac /� � '� "Q31031aJd }��3� "1"s°;°H8 SrJt31 I 3. 6ETrERAL CONTRACTOR SHALL COORDINATE POWER AA IrSlf tI tl �I ?13LNt00 WOONH1V'9 O'er NZIK 1ID1 3AN3S.WHl S3 i� 1�13�a 1 mp I REQUIREMENTS FOR ALL EQUIPMENT,APPLIANCES AND 3�t�S Q31aN 3S1fi13H1O S$3'itdtl�fO„¢�1 35 01 S1HI 1 1 'm �"Oi�131x3 MOTORS WITH THE MANUFACTURES WRITTEN INSTRUCTIONS. gO4 fO�1d303d a13�*IC7 O .; 3 i0n1%3 'N73! I 00/00/00 d01 01 N00"!d Q3Hra1NiA WOcJ3 JrZ" i�1NOZi2�aH 343 al X13 lil 'a1 31�C3 I ALL RECEPTACLES SERVING BEDROOMS SHALL$E wwW01.LoG Ol ,Eb '" ^o/ 7 aAOgv Sl3�i t Cid naH0lil a 4. PROTECTED BT AN ARC FAULT INTERRUPTING BREAKERS. 31VG 03SIA38 Wa1109 Ol .,41 ' NOHc13'131 WOl1C79 Ol i*1 SL3 11i7C? W0110Q OS Ufil"""'""3NOHd3"131 W01109 Ol ,tt' '93H011f?1S I I I ��`r ;iJOO1�HolNld 3A09r$1H1>13H�.'�71PROIIOA 3Hi T? /!7 5.7 ^na l?b 1d3�3c*! ! 53H:X1ti1S "1'1V19N1'C331VV1C7NI 'S'n�/ 3H1.a i93 1Nf� 50 300Oh1jN?BAGO 1' 410 SIN 31VIJ 3W3c4ktK??� 3H1 11133W(:)Nr(03N) 3000 01*t110313 'I"0117N_9 ELEGTRIG1 L LEGEND �r Q�*(1��) 1 1 1 li 1 „N13NI aN R3WC I ------------------------- "53Q00 ON11�213�t00 11T/ �O 81N3WIRd�3±A1 3Hl �JNf133W QNB I A9 N hD. (CddtJ)tt0114I�05SS N0110310?Jd 3 ild iefNpilON ,lsl csNMOSIN Sr I — ® MASTER SWITCH �� cl3ldlQ1z�J3 a �11� 1 1 iSrli rtalncs .1 - - i SNC?IICf?C�1 13 iNl Wf1tYJ7/\ ?J1N3'> Q310N 3SIRi�u'i'1H1C^S34NE1 8S 1i11 lC)�'!a Q RECESSED FIXTURE(LETTER INDICATESz S?3R1f3tiSc7S HSt 3 d�cr U TYPE g NUMBER INDICATES LOCATIOW 'S,t,S Wttt)0'v'n 17231N30 7 "]31 N 3f3i rt #3H1C? �331tI" 621"1f110Hr?C>a a c r e1 -^ SURFACE MOUNTED FIXTURE(SAME) iw3 QAc3 019nW -vc- „Os S?� r; N I ON SURFACE MOUNTED FIXTURE(NIGHT L16HT) cd/O „PJ°l) lhlf3a3H1 1 as3Ct _H 3" 1 i I I (1 1lallda)N0I91n3'131 0- 0 - 3 e C1 S 1Nn 1s ry I"1 1�-_ WALL MOUNTED UTILITY FIXTURE PV PULL >'.' 11„ CHAIN t 115V RECEPTACLE (1�tNOl1d01 3NC�Hd3131 � e4C rel !130 WOc�J�"W 2�0103iFia 3>OWS a ('1'L*.rlar��J h''"g :-a,ill 3'..' X mixt I SCONCE FIXTURE �-. H0L1('K3 NC7i1l13 HSt1d (/a �) 16HT FIXTURE tONi 1130 WOid zi,saw)HO ® n-gjrjxl� IHSH t 331 r za �� _ -!! I OUTDOOR POLE MOUNTED L 0 0 I --- �-Q A 1+�11'4'N!6'!-100 lfi�3i"IdPdtfd LBCt�P`HX3 � 3�tlza l�i '�al 1 Y'P 't' - - UNDER CABINET LIGHTING `--� N~3 18ttrHx3 �----� STRIP FLUORESCENT IN SOFFIT N I gn1 (� SPECIALTY ART L16HT 1HDI 7 0138830373 ,J STEP LIGHT SURFACE FLUORESCENT FIXTURE W/ N � - - - - - - - - - - O LENS(2'x4'OR2'x2�J N I - - - - - I _ I - - - - - - - - - - - - - !^+ t - - - - - - - - - - - - - - - - - — � 1 �� —,I�� k��—ams > � 1 ® VV LENS FLUORESCENT 4LUORESGENT FIXTURE e. 220V OUTLET �...wna.a■ DUPLEX RECEPTACLE- 12"A.FF.OR AS /J INDICATED _ AHS1 DUPLEX RECEPTACLE- IN DRANER5,` - 0 --- _-------I---- ` INTERIOR ELEVATIONS FOR DRAPER LOCATIONS. t �i ren @.S SMART OUTLET(GABLE,PHONE,OUTLET) 1 r) 8 - - DUPLEX RECEPTACLE,HORIZONTAL IN BASE OR I 0) - - - - r I AS INDICATED 'v I Il DUPLEX RECEPTACLE,BOTTOM HALF SWITCHED- - - 12"A.F.F.OR AS INDICATED . +; L I _..—. I d�1S I i \ I - I @.RF:EGE55ED RECEPTACLE QUADRUPLEx RECEPTACLE 12•A.F.F.OR As 1 _ t I ct1 -, --- - INDICATED I W FLOOR - - - - - - - - SWITCHED EX RECEPTACLE,BOTTOM HAL I i (" � malls --- 4g FLOOR DUPLEX RECEPTACLE I �` - - - - - - - - ❑ 115V POWER 5UPPLY a FLOOR _ r /�O 4 - _ - - - _ _ _ --__---- ,, J � L DISCONNECT 0 tt 4 iI I, � TRANSFER SWITCH-1:17 -� t --- -t INDICATES _._._ ._ , f;MCMGED FIXTURE TO P.E. R �i DN TYPE t UTTER INDICATES LOGATIOW ,x, , I �Y -—-ROMEX GABLE,3-MI2 COPPER CONDUCTORS __. I �� I T CONGEALED IN WALL OR ABOVE CEILING it I I � -- -- THIN COPPER GABLES IN UNDER6ROUND CONDUIT � I r Ii UP ) $ 51N6LE POLE SWITCH-48•A.F.F. IIwIiII , % 'TiF*aM-WAY 5WlTGH-48'AFF. , ` \ I $ DIMMER SWITCH-600 W -- UNLESS NOTED-48"A.F.F. SPEED SWITCH-48 A.F.F. GEILIN6 FAN VARIABLE 6FI $� AUTOMATIC SWITCH- ACTIVATED BY DOOR SINGLE POLE SWITCH WITH PILOT LIGHT I 6FI \ / 0 GARAGE DOOR OPENER SWITCH �--- - _ LOW VOLTAGE CONTROL CENTER / 220 III \ I DRYER WASHER A.G. ABOVE oG COUNTER �" .ra F7-1 `j �I '} J AFI ARG FAULT INTERRUPT Q - -- -- PAN AF5. ABOVE FIN15HED SLAB C^A� ) { mo - - - - G/Y 1 CENTERED ON WALL �0�. X r (11 o D GWC CENTERED WITH COLUMN —JI - 6FI GROUND FAULT INTERRUPTER C�l'I 1 42• Q. _ HG HORIZONTAL/CENTERED IN BACK SPLASH OLID.OUTLET IN DRAPER -' > t ._ WP WEATHERPROOF 11 Un I �� a "` / A TELEPHONE WALL MOUNTED 12" 01 (,,f) A.F.F.OR AS INDICATED --{ Z �� DA DATA OUTLET- 121 A.F.F.OR AS 0 yC I INDICATED 3 I F 0 t.-j 0 0 \ I ❑Q TELEPHONE FLOOR MOUNTED 1 0 7 -- 0 'tl -. AF ® SPECIAL PURPOSE CONNECTION 0 I SPEAKERS GEILIN6 FAN Q ' TOILET FAN Q DOOR CHIME @ 0O i o ® JUNCTION BOX 0 N ( O p MOToR n N s C� v ® MOTION DETECTOR J .i , r/ X�1 GABLE TELEVISION- 12"A.F.F. OR AS INDICATED ` ® CABLE TELEVISION-MOUNTED IN FLOOR ® nam moi + ALARM KEYPAD 7 n , M,*: o I- - - - - - ° EMERGENCY L16FiTIN6/OUTLET Q ° � " "y ®5 SMOKE DETECTOR ° 3 ° ° «q TO THERMOSTAT3 � - � dP g O VOLUME CONTROL 5 FLOOD LIGHT tin a a w a '< 2 S OO�l17 BASEBOARD HEATRELECTRICAL L vpz co "aa cFA °ro r ® VMcUM INLET FLOOR ELECTRICAL FLAT SG4LE: I/4 =I'-Oror-rl INTERCOM SYSTEM Drawn Q-.")SOALE: 1/4"=V-0" [;-mg o POWER PANEL Job: Q ELECTRIC PETER Sheet aui ' s,u6±sap konuoplsaa uasdwo4l to a RADIANT HEATING .0411-ead ua11uM a41 1o41k �snanslnyM FLOOR SYSTEM auuow jo w)o! �cuo u. pa,doo as paonpoadaj 11t1 01 e jou ajo sbuimo.p asayl Sht. .aui ' s,u61s®0 iogusplsaa uosdwoyl ZOOZ 11-191?SM00 i