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1336 Beach Ave DRAWING INDEX : SHEET C= GENERAL NOTES SHEET 1= SITE PLANS SHEET 2= EXISTING FIRST FLOOR PLAN 1. SHEET 3= EXISTING SECOND FLOOR PLAN WSHEET 4= PROPOSED FIRST FLOOR PLAN W SHEET 5= PROPOSED FIRST FLOOR PLAN OVER EXISTING ---_ = PROPOSED VIEW FROM 0 M SOUTH EAST SHEEP fi= PROPOSED SECOND FLOOR PLAN SHEET 7= PROPOSED SECOND FLOOR PLAN OVER EXISTING SHEET 8= EXISTING BUILDING ELEVATIONS AND SECTIONS u SHEET 9= PROPOSED BUILDING ELEVATIONS SHEET 10= PROPOSED BUILDING ELEVATIONS AND SECTIONS PROPOSEDSHEET 11 = BUILDING NS SHEET 12= NEW FRONTTRELLIS PLANS SHEET 13= NEW FRONT TRELLIS DETAIL SHEET 14= PERSPECTIVE VIEWS SHEET 15= BUILDING SECTIONS AND NOTES I! \ SHEET 16= FLASHING DIAGRAMS ----- SHEET 17= PROPOSED FIRST FLOOR ELECTRICAL PLAN SHEET 18= PROPOSED SECOND FLOOR ELECTRICAL PLAN 1 'I' I I IGENERAL NOTES i 'I , THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED ADDITION TO AN EXISTING SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, FLORIDA. y THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE— 2004 EDITION WITH 2006 SUPPLEMENTS— AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED CO STRUCT HEREIN P R NOT, MUST BE OBSERVED THROUGHOUT I ! THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, I I GROUP R-3. I I I i 1 PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V-8 ON I I TWO FLOORS. SITE INFORMATION: � j ` THE BUILDING DESCRIBED HEREIN IS A TWO STORY SINGLE FAMILY + ` ' RESIDENCE LOCATED AT 1336 BEACH AVENUE ON LOT 6, BLOCK 53, MANDALAY, AS RECORDED IN PLAT BOOK 10, PAGES 11 OF THE I II CURRENT PUBLIC CORDS OF DUVAL COUNTY, FLORIDA. — _ THE PROPERTY IS ZONED "RS1 ". ANEW SECOND FLOOR DEN AND FIRST FLOOR LIVING ROOM EXTENTION WITH TERRACE ARE TO BE ADDED TO THE REAR OF THE EXISTING HOUSE. A NEW POOL BATH WILL BE ADDED AT THE SIDE BENEATH AN EXISTING STAIR. A NEW WOOD TRELLIS AND ELEVATED DECK ARE TO BE ADDED TO THE EXISTING SECOND FLOOR DECK AT THE FRONT. ALL SETBACKS ARE ZONING CODE COMPLIANT. BY CALCULATION HEREIN, TOTAL PROPOSED IMPERVIOUS AREA IS ACCEPTABLE BY ZONING CODE AS 50% OF THE TOTAL PROPERTY AREA. INCREASE IN STORMWATER CREATED BY DEVELOPMENT TO BE COLLECTED AND RETAINED WITHIN DRAINAGE SWALE AT SOUTHERN SIDEYARD PRIOR TO NATURAL PERCOLATION THROUGH SANDY SOILS. ANY OVERFLOW OF THE SWALE WILL BE DIRECTED TO THE STREET. SITE SURFACE DRAINAGE PATTERNS WILL OTHERWISE GENERALLY NOT CHANGE. SEE ATTACHED COAB WORKSHEET FOR DETAIL. ALL EXISTING TREES WILL BE MAINTAINED. BUILDING INFORMATION: THE PRPOSED BUILDING MODIFICATIONS ARE HERE CONSIDERED A LEVEL 2 ALTERATION PER FBC. THE ENCLOSED WORK AREA OF THE ADDITIONS AND RENOVATIONS IS SIZED AT APPROXIMATELY 1260 GSF EXISTING VIEW FROM SOUTHEAST OR 41 .13% OF THE EXISTING BUILDING. MODIFICATIONS ARE TO INCLUDE A TWO STORY ADDITION OF LIVING AREA, A KITCHEN RENOVATION, A POOL BATH ADDITION, AND NEW EXTERIOR WOOD Jill DECK WITH TRELLI5. THE NEW STRUCTURE WILL GENERALLY CONSIST OF CONVENTIONAL WOOD ROOF FRAMING OVER 2X4 WOOD STUD WALLS OVER A MONOLYTHIC CONCRETE FOUNDATION. THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITHIN AN EXPOSURE C ZONE SUBJECT TO A BASIC DESIGN WIND SPEED c� OF 120TMPH^ ��ALL NEW OR DOOR AND WINDOW OPENINGS ARE TO BE PRO i Lu Ill BY 1 r_ STORED PM"v'ELS PER FBC. BUILDING AREA TABULATIONS: / EXISTING CONDITIONED AREA: FIRST FLOOR= 1340 GSF 77 SECONDFLOOR= 1187 GSF 1 TOTAL= 2527 GSF EXISTING ADDITIONAL ENCLOSED AREA: 1� 11iI FIRST FLOOR 512 GSF �! TOTAL EXISTING ENCLOSED AREA= 3039 GSF 1 , PROPOSED CONDITIONED AREA: FIRST FLOOR= 1570 GSF IIIL SECOND FLOOR=1512 GSF TOTAL= 3082 GSF 1 , TOTAL PROPOSED ENCLOSED AREA=3594 GSF �-- BUILDING HEIGHT= UNCHANGED AT 23'+/— = LESS THAN 35' AS MEASURED FROM LOWEST POINT OF GRADE AT BUILDING PERIMETER. NUMBER OF STORIES= 2 ALL CURRENT LIFE SAFETY/EXITING AND ACCESSIBILITY REQUIREMENTS ARE TO BE MET PER FBC. ------------------------ FIL E JAMES W D UPREE ARCHITECTr 3 3 6 B E A C H A VE N U COVER SHEET AR—00 110382 904—,247- 7o 10-08-0;7REVIEWED FOR CODE COMPLIANCE ` .a A T L A N T I C B E A C H, F L 0 R I D A ,200 FIRST STREET, SUITE 206 CI1y OF ATLAN77C BEACH 4 SEE PERMITS rOh ADi)iTIONAL - NEPTUNE BEACH, FLORIDA 32,266 %),04 �� REQUIREMENTS AND CONDITI REVIEWED BY: DATE: h EXISTING 000 1 TPRINT 1849 SF BUILDING ENCLOSURE FOO 62 SF COVERED ENTRY PORCH AREA a- cL I t ii� v- a_ 5- < x AT " c� - 38 SF POOL EQUIP PAD L QL t z z 13 SF COMPRESSOR PADS no C) z 40 z 302 SF POOL DECK C) 250 2. 6 7 0 F-1 E LD M A P J, N�C3-f A �,Pk \,"i is �e 640 SF CONCRETE DRIVEWAY 6580 SF o, GROSS SITE AREA 2904 SF IMPERVIOUS AREA TNCE—� 6' WOUL) F ACCEPTABLE PER COAB CODE =44.13% OF SITE --ml I I I Ito A ZN N C E 6' W 0 0-L) F" 71 -1 rs, o-Y-r ILD 60 SF E ISTING 3 . 7 . . ........ C 4 ' 0 0% 309 qF 1849 SF EXISTING BLDG ENCLOSURE AREA ft C-111 604 SF EXISTING qA Lj _4T POOL AREA L < 640 SV E G" Lj 77�7 - CONCRM EWAY c) T- < Lu z �-J uj uj W %,ii _j Lo A 94 < (a) Ito UJ (D A t - , ." . - - I 1-1 ,:�, 4 i -j �z L- - J 0 C) ctf T- L.A. (D Cr) CL zu c 0 LAI') umi 1-0 C ZO 2.0' 21 , ,5 -ITTITT-f. 11.1 PE 711- H A 5.4 TING SF M 13 SF M 0 EQU10 MDS Z, CN e", k—J > A c F 5' 111111 1111,101 loll 7 -x jjj� Jill, MEN IM11101111111 < BRICK WAI I EXISTING SITE PLAN co PROPOSED 50% OF SITE= ACCEPTABLE PER COAB CODE=6580/2=3290 C%4 31 2398 SF BUILDING ENCLOSURE FOOTPRINT 3133 SF IMPERVIOUS AREA ACCEPTABLE @ 47.6% IMPERVIOUS ct. c-a- 62 SF COVERED ENTRY PORCH AREA f t L J-A 38 SF POOL EQUIP PAD CL t T" z -2904=REPRESENTS 229 SF OF ADDITIONAL 13 SF COMPRESSOR PADS AT 3133 Z a IMPERVIOUS AREA OVER EXISTING REQUIRING ON SITE SF POOL DECK 302 0 134* 67�(F`IELD) 6. 9 N."i 320 rF1' SF IMPERVIOUS AT PAVER DRIVEWAY STORAGE OF 142 CU FT OF STORMWATER AT SANDS 4- GROUND WATER AT 6580 SF BENEATH SWALE AND ABOVE GROSS SITE AREA' _NCE 60 WOOD FE SOUTHERN SIDE YARD. RVIOUS AREA 32'-IC 6 -A 3133 SF IMPE ASF- WC)G 77 .... i `1 -e-� �1- - -, I- � I uj cf vAl J0 W, INU 1 �,-,,,oj 'kiAPF,FR IST APrA 3 117 k1fl 050%. 02 SF 4 2 N j -N, j- < 1- F; r A- R L.Lj 4 60*` SF -EX TING' V4 4 POO1 (-x -7-7-7, 4 FLNEW 1#4 CD mj - - , - 640 S Lj BRICK FOWER IVEWAY 1wr u- US= 320 S I OF IMPE5��MIYJS-AREA- -mom Z 0 F1 98 SFPROPOSED N,� __j 0 n Lj" �j 11 - I z DG ENCLOSURE AREA 42 r) uj A' Ij " , ' ' , �: -? 1 , 1- F " , , 0 A < j -7- 0 10, 20" 0 J-� FJ 4 U-j r--, .1 — - n, 0 LO n EXISTING SURVEY 0 I�T -A' 0 lee u 7' 2.0 ;-�-J� Lj r A Lu 2 7, -'j-, _J -J , -j L CIK, T j r 13 SF VISTING At 6' DEEP SWALE FOR STORMWATER RETENTION- EQUW- MDS STORMINATE 10 R COLLECTED FOR 142 CU FT OF STORAGE IN SAND BELOW DEPRESSION CN < a D TO BE AT 4' BELOW GRADE. AREA AND ABOVE GROUNDWATER HERE CONSIDERE 'a, )C, ,D P1I-L I C 5' E > shammew ('-'K WA I I 4 PROPOSED SITE PLAN JAMES F DUPREE ARCHITECT C H A VE N UE N 0 89 16' EXISTING AND PROPOSED SITE PLANS f 3 3 6 B EA 10-08-07 w E AR-00f 10382 904-247-7072 A T L A N T I C B E A C Hi, F L 0 R I D A E 206 E Ts, SUIT 200 FIRST STRE s NEpTUNE BEA CH FL ORLDA 32266 O C'7 O AREA OF MAJOR MODIFICATION TO INCLUDE EXTENTION OF LIVING AREA, SUPPORT OF NEW SECOND FLOOR EXPANSION, AND RENOVATION OF DINING AND KITCHEN AREA EXISTING POST AND BEAM STRUCTURE TO BE N GMENTED PER STRUCTURAL ENGINEER FOR SUPPORT OF rRELLIS AND STAIR ABOVE 01 01 000 0 0 02 02 cl 0 r IN NEW POOL BATH TO BE ADDED BENEATH EXISTING STAIR M O eN O JAMES 1F D UPREE ARCHITECT N H A V .E' N U E 0 4' s' EXISTING FIRST FLOOR PLAN.. _ . 3 3 6 BEA C � AR-0011038,2 904-247-7072 w E 10-08-07, 200 FIRST STREET, SUITE 206 ATLANTIC BEACH, FLORIDA NEPTUNE BEACH, FLORIDA 32266 ��e(d cr7, O Cr3 O CLOSET FRAMING TO BE MODIFIED SO THAT CORRIDOR CAN BE EXTENDED TO NEW ROOM AT WEST. GABLE ROOF TO EXTEND OVER NEW ROOM. EXISTING WINDOWS AT WEST WAL TO BE RELOCATED TO NEW WEST WALL. 01 01 0 02 02 no rl ra o 0 JAMES IF DUPREE ARCHITECT N > 3 3 6 B E A C H A VE N UE 0 4' 8' EXISTING SECOND FLOOR PLAN 3f ,, AR-00110382 904-,247-707,2 w E _ 10-08-07 -11 200 FIRST STREET, SUITE 206 A T L A N T I C B E A C H, F L O R I D A NEPTUNE BEACH, FLORIDA 32266 S �� EASTING POOL AND SCREEN ENCLOSURE PROPOSED ADSITION E)USTING STRUCTURE if-cr - — — — — — — — — — — — — DOSTING SCREEN ENCLOSURE EXPANDED SCREEN ENCLOSURE EXISTING TERRACE S-8* EXWM PAVER FLOOR IT ILL Tu A "8 mmmw�um 5150059= I Ak NEV wml moutm < > FLATWRIMN TV EXTENDED F� j < LIVING ROOM F Wool) MOOR r — — —— — — — — — F El F L2 7_1 F_ F_ cn F__ 01 F_ 01 F__ J F__ 17' F_/ r cc 0 DasnNG POST exe POST F__ F__ J 7 7 )F < Ij J- :)GOL F- D i_ _ _o ol 3CAq RL —— — — — — —— F_ T- 'IF 02 I F' 02 MODIFIED NEW RAISEIJ TERRACE KITCHEN 7 7 WOOD FLOOR TILE FLOOR F- F F__ F_� T" 361AIFF 7 F__, — — — — — — 03% twe Pw TILE SlfR Lmw — I Ll I I NEW POOL BATH HOSE r T- F TlLq MODnPlED 08 NEW STORAGE 0 OUTDOOR AREA UNC UNCOVERED f WAq Comm OPEN WOOD DECK OPEN WOOD DECK F F_ UT__ — — — rr_7 — - 8_Xt._F Xt S-U* - EXPANDED SCREEN ENCLOSURE 5-47 5-11' DOSTING SCREEN ENCLOSURE 4!-Cr iu-er NEW MODIFICATIONS NEW DOOR SCHEDULE- FIRST FLOOR NEW WINDOW SCHEDULE- FIRST FLOOR SIZE SIZE REMARKS WD HGTITHK STYLE MATL GLAZING COLOR HARDWARE SWING MANUFACT. REMARKS MARK WIDTH HEIGHT STYLE MATERIAL GLAZING HARDWARE COLOR HEAD HEIGHT MANUFACT. INTENDED TO MATCH EXISTING LIVINGROOM WINDOWS MARK 1 2D-601 4'-8" DOUBLE HUNG VINYL COVERED WOOD CLEAR INSUL LOW E STAINLESS STEEL WHITE 60-8" ANDERSEN 01 PR 31-011 60-8" 1 1/4" SLIDING — DOUBLE — FULL LITE VINYL CLAD WOOD CLEAR INSUL LOW E WHITE STAINLESS STEEL LEFT ANDERSEN 2 20-69t 4'-8" DOUBLE HUNG VINYL COVERED WOOD CLEAR INSUL LOW E STAINLESS STEEL WHITE 6P-8'9 ANDERSEN INTENDED TO MATCH EXISTING LIVINGROOM WINDOWS 02 PR 3'-0" 6'-8" 1 1/4" SLIDING — DOUBLE — FULL LITE VINYL CLAD WOOD CLEAR INSUL LOW E WHITE STAI N LESS STEEL RIGHT ANDERSEN 3 2P-60' 4'-8" DOUBLE HUNG VINYL COVERED WOOD CLEAR INSUL LOW E STAINLESS STEEL WHITE 61-811 ANDERSEN INTENDED TO MATCH EXISTING LIVINGROOM WINDOWS 03 29-019 61-8" 1 3/4 is HINGED — SINGLE — HALF LITE VINYL CLAD WOOD CLEAR INSUL LOW E STAINLESS STEEL LEFT ANDERSEN 4 2P-6'9 4'-8" DOUBLE HUNG VINYL ' COVERED �70ODFCLEAR INSUL LOW E STAINLESS STEELLWHITE 6?-801 ANDERSEN INTENDED TO MATCH EXISTING LIVINGROOM WINDOWS 04 2'-0" 6'-8" 1 3/4" HINGED — SINGLE — HALF LITE VINYL CLAD WOOD CLEAR INSUL LOW E _ STAINLESS STEEL LEFT ANDERSEN 05 2'-6" 5'-8" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD STAINLESS STEEL RIGHT SITE BUILT 06 2'-6" 5'-8" 11 3/4 is HINGED — SINGLE — FENCE GATE P.T. WOOD STAINLESS STEEL RIGHT SITE BUILT NOTE 1: THE BUILDING STRUCTURE IS CONSIDERED TO BE ENCLOSED WITHIN EXPOSURE C SUBJECT TO BASIC WIND DESIGN SPEED OF 120 MPH. ALL NEW DOOR AND WINDOW OPENINGS ARE TO BE PROTECTED WITH EITHER PRECUT, LOCATION LABELLED, 1/2" PLYWOOD PANELS, OR CODE COMPLIANT FABRIC STORED ON SITE. ALL PANELS ARE TO BE PREDRILLED OR OTHERWIZE PREPARED FOR ANCHORAGE AND ALL REQUIRED ATTACHMENT HARDWARE PROVIDED. WALL ANCHORS ARE TO BE CORROSION RESISTANT AND PERMANENTLY ATTATCHED TO BUILDING. SEE FBC TABLE R301.2.1.2 FOR FASTENER TYPE AND SPACING. NOTE 2: INSTALL ALL DOORS AND WINDOWS PER MANUFACTURER RECOMMENDATIONS IN ACCORDANCE WITH FBC. SEE WALL SECTIONS AND NOTES FOR INSTALLATION GUIDE. JAMES IF DUPREE ARCHITECT 3 3 6 B E A C H A VE N UE N 0 49 89 PROPOSED FIRST FLOOR PLAN AR—00 110382 904-247-7072 w E 10-08-07' ,,, 'v, 200 FIRST STREET9 SUITE 206 A T L A N T I C B E A C Hs F L 0 R I D A NEPTUNE BEACH, FLORIDA 32266 J IL 7— 4, 1 V 0 AME P]R. EXR O @"J O EXISTING POOL AND SCREEN ENCLOSURE PROPOSED ADDITION EXISTING STRUCTURE 11'-0" 1 I EXIS'ING SCREEN ENCLOSURE EXPANDED SCREEN ENCLOSURE I I EXISTING TERRACE -o' EXISTING PAVER FLOORIm \ 6X8WALL. NTED G `� FLAATSCRREEEN TV EXT LADED r r �" I LIVID ROOM I 01 FLOOR — - - - - -= - -; I r J .: i _ 1 i l r01 I oz F r r / T �I / F ' —� BX8 P I EXISTING POST J s _ r -__ STI1 G i - T D - - D I -- - 8" - - �- I — — — _ � I 02 02 _ —�-- - J — - - - - - - - - - - - - — q - MODIFIED �; r F-- �;�_ �l N NEW RAISER TERRACE I ElKITCHEN TILE FLOOR WOOD FLOOR I 1 F i F _ . Ell T i J E 11 F1 � 1 1 _ _ _ -- - TILE sr R — - r _ — -- -- -- 0 L ATS NOSE _. �.._ f I n� R o NEW MODnpm �� TOSHOWER S Rsca A = r J - I A I I I I O OPEN WOOD OPEN WOOD DECK HV COMDR. AC COMDR. I I I UNCOVERED OR UNCOVERED � f 04 OS 06 i, mem—o prrr 3'-O" EXPANDS SCREEN ENCLOSURE EXISnNG SCREEN ENCLOSURE 4,-O„ I 10,-8. 1 5-4 1 15'-2" NEW MODIFICATIONS C"7 O JADES IF D UPREE ARCHITECT N AR-0011038,2 904-,247-7072 > 3 3 6 B B A C H A VE .N UE 0 4' 8' PROPOSED FIRST FLOOR PLAN OVER EXISTING w E 10-08-07 200 FIRST STREET, SUITE 206 ATLANTIC BEACH, F L O R I D A NEPTUNE' BEACH, FLORIDA 32266 S v o PROPOSED(ADDITION I EXISTING STRUCTURE —------------------------ ---- ---- -------------------------- ------------------------ --------- S'-4V I 6'-4" _ _NEW DEN EW _ CLOSET EDR60M- b CARPEY FLOOR Q � I ADJUSTABLE ET EXISTING STAIR wooD sr+ELVE� 10 EXISTING , FLPOR I BEDROOM T-D" I 11 I 1 L — — — — — MO IFIED j �' MALL NTED BE ROM 5 qR I�u=__-_ -__ p PROPOSED IADDITION I EXISTING STRUCTURE I 14' - -- — ---- --- --- ---- ---- --- - --- -- —---- - --- - ---- - --- - --- ------ ---- ----- --- ---- - ---- 6'-4" I -- ----- ----------------------------- ------------------------- EW _ _NEW DE F CLOSET IIDR06M- bSET - I EXISTING STAIR EXISTING -- - to R I BEDROOM - ----------- --- VIM sHavAwusumz �I � nn "� -�'--o• - - - - - - { MO IFDD �II1I II1I = FRONT BE ROOM wN� NTjTRELLI —S F` AND UPPER — — 01 01roil" z�-- --- DECK E)aDECKDsBELOW woo�D iea ----- �flEREN EWOOD ow — --- ------------- - - - - - - - - -- --- - - - - : -- ------------------------------ UN ---- ------ --- -- - c Er rr I II II II Al - - - - — N I II NEWP DEN 02 - - - - - - - - - - - - - - - - - - \__- -u- L- I -- - 02 EXISTING EXISTING v FIRST RISER BEDROOMBEDROOM W ONEW PREFABRICATED ALUMINUM SPIRAL STAIR CLOCKWISE TO UPPER WOOD DECK W/ 16RO 9"=12'—Q" a ; 1 r s" — -- ---------- V, NEW BALCONY � °R DECK EXISTING STAIR O O JAMES IF DUPREE ARCHITECTf 3 3 6 B E A C H A VE N UE N o 4' 8' PROPOSED SECOND FLOOR PLAN OVER EXISTING AR-00110382 904-247-7072 F L O R I D A � E 10- 15-07 ' ' 200 FIRST STREET, SUITE 206 ATLANTIC B E A C H rmmmmml NEPTUME BEACH, FLORIDA 32266 S 4/1 Y[r',i— - - - _- =—--= = -— -- - —- µrT� T_ _ — 1 Y -Iyar� - -- — _ -- I -- --: -- 7 [[ 1 [[[ I[ [1117 I I r�r� — I TI CL—? 11 ITII r I Ir _Ttl LI ly f1 f - i , 11 � [ a [-] I I [ [ 1 1 `I,I ,'i/ ' �._ 11 r � / ' 'j : / ,j ,. //./�. [Z I� Tt f 11. T r[ .I � � [. Ut it NORTH ELEVATION EAST ELEVATION - 1 II - [ z Tm 4 ri1'r` tT[ ALI illalar7 .7:"IIll11' [ _ - r=Y t -' Y• I—-I YhY [ I' rt I LA ' IT11 r. 1 _ 7I L 1 1 [r a TI-1 `€°lIr Eyrr 1 r l a 1; .1 .'._ 1- 1 - €[_ i. r.-f,a 1_:- j E 1 1 , _'! [, �! [ yn Y€'` �[1 1,➢_, I .T[ r`, 1,i1—I SOUTH ELEVATI❑N WEST ELEVATION iis•=1'-0• Fm I 8_tUILDING BUILDING SECTION SECTION ,�,�, 02 �..�,..o• n F=_3 F= 6,_6UI1,DINGDSECTION SECTION 64UIIING,D JAMES IF DUPREE ARCHITECT3 3 6 B E A C H A VENUE o 81 160 EXISTING BUILDING ELEVATIONS AND SECTIONS AR-0011038,2 904-247-7072 10-08-07 FLORIDA SUITE 206 ATLANTIC BEACH, 200 FIRST STREET, NEPTUNE BEACH, FLORIDA 32266 __I= -� - - . - NEW ALUMINUM FLAGPOLE \ Hj NEW WOOD DECK, RAILING AND TRELLIS � I: NEW ALUMINUM SPIRAL STAIR \ I,,- F i I- N,,,""",",�, N , I f-I EXTENDED GABLE ROOF NTH FIBERGLASSIASPHALT SHINGLES - - - 1 1- - 7 ...,_�TO MATCH EXISTING ,11 - -7777::= .- -----------------------:---------------------------- ____ �------ . -- ---- ------- --------- :_,,__ ��'',,, ------------------------ - ----------------- -- -----------------------� - -----�------------------------_________------------------------------------------- . - . -7�77� - I ------------------�- __- I- --------�-------------------- ----- � -_ ----------�_ ------------------------ ------------------------------------- Z ----------I- ----I _----------------:------------------------7--__ ------- -------- - - -____- --------___ _.______________- - -_. ____ '',I I" :: ----------------__ --------------- __-- ------------------------------------- -------_____ __ ------�----------------------------- �------ ------______-_________:= - ------------------------------------------- � . . ----- -_ ___ __-___- . -----:.- -7 __:_ s - -7��------ - __ ---7_7-------�---�___-7----------:-- ---------I - ----_ ---------------------------%------------7 �_--------_- -- -___ ---,- -__--1- -_______� --------------�-----------:==� - ------------ __ - - =�---------------------__________ ---------------------------------------------------------------------------------------_____----------- " �I - ----�- ------7------- i�� %----------- ------ � =:�______------�___ ------7--------------�-----------------------------------------------�--------------____________ 11% L I"j. ., IS . 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J J J J • Q a Q co ZZ o 0 O0 ry 00 10 LL- Al000 <*> I 1 b b o a 4'-6" 4'-6' 4'-6' 4'-6" 4-6' 4'-6" 4-6" 2X 12'S 0 7'4" 2'-6" 5" 2!-6"-s" 2X129S 0 8'-3 1/4" t-s' S� r-6" 2X4 TRELLIS 0 9'-2 1/2" 2-s• 5• 2'-6• 8X8 DIAGONAL POSTS 00" r-s" 5 r-s' POSTS LET IN TO 5"X5" POSTS FULL DIAG 8X8 POSTS TRIMMED TO 5"X5" S,-5• ,I` 5-5' 5'_5• T-5• JAMES 1F DUPREE ARCHITECT N ' f 3 3 6 BEACH A VENUE 4 0 2' ' FRONT TRELLIS PLANS" AR-00110382 904-247-7072 W 200 FIRST STREET, SUITE 206 A T L A N T I C B E A C H, F L O R I D A E 10— 1 5—Q NEPTUNE BEACH, FLORIDA 32266 S '(c).d \ II � i 1 h ' i / I I f i I - ,_ I lb LLJ LD v Z o I I I H V J � W O I i � I o AXONOMETRIC FROM SOUTHEAST AXONOMETRIC FROM NORTHEAST LL- TOP OF EXISTING WOOD DECK SECTION XX nn � 00 � r r � nn nn nn II - - — — — r I - - — - - — — _ F=Fj — �,,,�— = -�– _ Vii, I I I I I I ,III II II II it II II I II I II II I II I II II II I II II I II II II , I I, 4 II+II 4=1I �kkII :11=1I SII ::HI = TIT r I I I I I I I III II II II II II II II II II I I I II II II II II II II II II I I II i t I I I I I I I I it IIS II =HI M [f 11"111 =HI fi It IIS 11 =HI III I � i II III I I I I I I I I III II II II II I II II II II II II II II I I I II II II II II II xx = T — _ =I xx XX I IITIII IITI IISIIXX oI — - - - - - I I I I I I I I III II II II II II II II II II II II II I II I II II II III II II II II III M I I I i I I I I I I I 4 11+11 =Wl fl 4 II II dWI 4 I =idI I SII III CD II I � � — � � I II I II III II II II II II II II II II II III II II II II IIIIIIIIIIIIII II — r I I I I I I I I I I It 11+11 AHI I" It II I :HI IHS IIT II I 25 1111 111 11 Ilr = _ � �I II II ii III II II II II II II II II II II II IIIIIIiIIIIIIIIIIIIIIIIIIIIIII III - - Lu _ — _ - - � TOP OF EXISTING WOOD DECK SECTION YY / �' II I II SII LOWER FRAMING I I / UPPER FRAMING r 1 I � � 1 JAMES W DUPREE ARCHITECT 3 e 6 B E A C 11 AVE N U TN 0 2 4� ' FRONT TRELLIS DETAIL�,�( � 13 - AR-00110382 904-247- 7072 200 FIRST STREET SUITE 206 A T L A N T I C B E A C H, F L 0 R I D A W E 10- 15-Q7: f �. NEPTUNE BEACH, FLORIDA 32266 S � f � �+ �I r ,] r 11_ I 11L1. .�il .1 ��w it t i r HUI hT Illi iiliil Y I III _ _ - - -' VIEW FROM NORTHEAST VIEW FROM SOUTHEAST VIEW OF LIVING AT ENTRY VIEW OF LIVING/ DINING FROM KITCHEN i Ru Till I ri i 1 JAMES W DlJPREE ARCHITECT 6 B E A C H A V E N U E PERSPECTIVE VIEWS ' i/, AR-00170382 904-247- 7072 10 -08- 07. Y 200 FIRST STREET, SUITE 206 ATLANTIC B EA C H , F LO R I DA NEPTUNE BEACH, FLORIDA 32266 14,14o: cj7 NOTE SCHEDULE MARK ROOF CONSISTS OF 40 YEAR ARCHITECTURAL GRADE-ASPHALT SHINGLES TO MATCH EXISTING, INSTALLED PER 12 MANUFACTURER'S RECOMMENDATIONS OVER 'ICE L WATER SHIELD' SELF ADHERING WATERPROOF MEMBRANE ON 12 3 1 1/2' EXTERIOR GLUE PLYWOOD SHEATHING ATTACHED TO NEW PRE-FABRICATED PRE-ENGINEERED WOOD SECOND FLOOR TRUSSES OR EXISTING CONVENTIONAL WOOD FRAMING. SEE STRUCTURAL ENGINEERING FOR ALL FRAMING SIZES TOP OF WALL PLAT 4 J_ IAND CONNECTIONS. EW ATTIC TO B PER FEC WITH EAVE VENTS COVERED WITH INSECT SCREENING TO MATCH 4 PPEARANCE OF EXISTING VENTS, FIBERGLASS BATT INSULATION TO BE PROVIDED ABOVE CEILING TO ACHIEVE + 17 2 2 -30 INSULATION VALUE. INSULATION MUST TAPER AT EAVES TO PROVIDE ADEQUATE VENTILATING AIR SPACE BOVE WITH FREE CIRCULATION TO VENTS. NO NEW ATTIC ACCESS REQUIRED DUE TO LIMITED AREA D M N2IONS. R P FLASHING EITHER ALUMINUM WITH ROOF MATCHING FINISH OR UNPAINTED COPPER SET OVER EAVES END 5 TRIP OF 'ICE L WATER SHIELD' MEMBRANE AND THEN COVERED BY PRIMARY MEMBRANE OVER TOP. FLASHING 6 6 3 OVERS END OF PLYWD AND PT IX2. ALL FLASHING TERMINATIONS TO HAVE HEMMED EDGE PROFILE AS SHOWN OR EFFECTIVE DRIP PERFORMANCE. N EW SOFFIT AND FASCIA TO MATCH PROFILE AND APPEARANCE OF EXISTING GENERALLY COMPOSED OF KILN 4 RIED #1 WESTERN RED CEDAR TO BE PAINTED WHITE. G CURRENT-VENTILATED ATTIC TO A ENTIRE ROOF IS TO BE REPLACED CONSIDER CHANGIN EMI-CONDITIONED SPACE AND ELIMINATING ATTIC VENTILATION. PROVIDE SPRAY FOAM INSULATION APPLIED TO 5 UNDERSIDE OF ROOF SHEATHING CREATING AIR AND THERMAL SEAL. ATTIC TO RECEIVE CONDITIONED AIR PER CODE. HABITABLE SPACE BELOW CONDITIONED ATTIC WILL NOT BE SEPARATED FROM ATTIC WITH VAPOR IBARRIER. INSULATION TO BE PROTECTED PER FBC AT HABITABLE AREAS. 6 ONE LAYER OF J' GYPSUM CEILING BOARD ATTACHED TO UNDERSIDE OF CONVENTIONAL WOOD FRAMING. 181 CEDAR WALL SHINGLES T13 MATCH EMSTING, INSTALLED WITH 6- EXPOSED T13 WEATHER 13VER DUPONT DEN DEN TYVEK HOUSE WRAP AS WEATHER RESISTANT BARRIER. TYVEK ATTACHED PER MANUFACTURER RECOMMENDATIONS 7 TO 1/2' EXTERIOR GLUE PLYWD SHEATHING ATTACHED TO 2X4 WD STUDS PER ENGINEERING REQUIREMENTS. CLOSET 10 PROVIDE R-15 FIBERGLASS BATT INSULATION AT WALL BETWEEN STUDS. PROVIDE 1/2' GYPSUM WALLBOARD AT INTERIOR FACE, VINYL COVERED WOOD WINDOW R WINDOW SCHEDULE AND NOTES TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. TYPICAL WINDOW INSTALLATION INCLUDES DIAGONAL CUT OF TYVEK HOUSEWRAP TO BE TURNED INTO ROUGH OPENING AT JAMBS AND SILL. APPLY SELF-ADHEREING MEMBRANE TAPE SUCH AS 'PROTECTO-WRAP' OR 'GRACE VYCOR PLUS' AT SILL AS CLOSED END PAN TURNED 6' VERTICAL AT JAMBS AND 9 TURNED D13WN OVER TYVEK AT SILL. SET WINDOW FLANGE IN SEALANT AT JAMBS AND HEAD.I APPLY STRIPS a 00 OF SELF-ADHEREING MEMBRANE OVER FLANGE AT JAMBS EXTENDING ONTO TYVEK A MIN OF 4 . COVER WIND W FLANGE AND JAMB STRIPS AT HEAD WITH MEMBRANE STRIP. TRIM TYVEK AT HEAD TO F13LD OVER AND COVER MEMBRANE STRIP AT HEAD. APPLY EXTERIOR WOOD TRIM AROUND WINDOW TO MATCH EXISTING DESIGN AS SHOWN. PROVIDE BACKER-ROD AND SEALANT BETWEEN WOOD TRIM AND WINDOW FRAME PER MANUFACTURER. PROVIDE COPPER FLASHING SET IN SEALANT OVER HEAD TRIM AS SHOWN. TAPE COPPER FLASHING To TYVEK 7 24 WITH SELF-ADHEREING STRIP . DO NOT SEAL BETWEEN FLASHING AND CEDAR SHAKES ABOVE. PROVIDE SEALANT ALL AROUND WINDOW AT INTERIOR WALL PLANE. DO NOT SEAL SILL OF WINDOW To PAN FLASHING TO ALLOW FOR DRAINAGE OF ERRANT WATER INTRUSION INTO WINDOW SYSTEM. WOOD DOORS TO BE TREATED SIMILARLY EXCEPT THAT SILL FLASHING TO CONSIST OF PRE-MANUFACTURED FULLY SOLDERED COPPER TO BE SET IN SEALANT BED. AT UPPER DECK COPPER PAN TO BE SET IN SEALANT OVER ROOFING MEMBRANE EXTENDED UP WALL AND INTO WALL OPENING AT SILL. AT SECOND FLOOR BALCONY NEW OPEN 2X6 PT WOOD DECKING TO BE INSTALLED WITH STAINLESS STEEL SCREWS OVER 2X PT SLEEPERS SET IN SEALANT AND ATTACHED THROUGH ICELWATER SHIELD TYPE SELF-ADHEREING WATERPROOF MEMBRANE OVER 3/4' TLG EXTERIOR GRADE PLYWD To 2X8 FLOOR JOISTS CUT TO SLOPE AT MIN 1/4' PER FOOT. 2XS'S SPAN FROM LEDGER AT WALL TO PERIMETER BEAM SPANNING SECOND FLOOR 25 9 BETWEEN 6X6 PT WD POSTS. SEE STRUCTURAL DRAWINGS FOR DETAIL. WATERPROOF MEMBRANE TO EXTEND UP TOP OF PLYWD 25 WALL BENEATH TYVEK A MIN OF 8' OR INTO DOOR OPENING BENEATH COPPER PAN. COPPER DRIP EDGE OF MEMBRANE AND LAPPING OVER PT IX2 TO DIVERT WATER FLASHING SET WITHIN LAYERS OF WATERPRO ND FACE OF SLEEPER EXTENSION. ALL GUARD RAILINGS TO BE COMPOSED UF EITHER #1 PT SYP OR #1 WE 13 0 P _011 LL OF RAILING MUST EXTEND MIN 36' ABOVE ADJACENT WALKING SURFACE. RAILING DESIGN MUST N T ALL W 9 10 IBEYOND FACE OF RIM JOIST AND BEHI STERN RED CEDAR TO BE PAINTED. TO PASSAGE OF 4' SPHERE AND MUST MEET ALL STRUCTURAL REQUIREMENTS OF FBC, DESIGN OF RAILING SHOULD ING AT SECOND FLOOR DECK OVER GARAGE. OTHERWISE MATCH THAT EXIST SYP A I PLACES CUT DOWN TO b ALL EXTERIOR POSTS AT NEW UPPER DECK AND TRELLIS ARE TU BE 8X0 PT 5X5' SQUARE. ALL OTHER EXTERIOR FRAMING AND TRELLIS MEMBERS ARE HERE CONSIDERED COMPOSED OF #1 Ln WESTERN CED CEDAR TO BE PAINTED. ACTUAL UPPER DECKING TO BE PT SYP UNPAINTED. SEE STRUCTURAL DRAWINGS FOR ALL FRAMING ATTACHMENTS. EXPOSED METAL STRAPS ARE TO BE AVOIDED WHEREVER POSSIBLE OF CORROSION RESISTANT STAINLESS STEEL THROUGH BOLTS OR CONCEALED FASTENERS. FIRST FLOOR ALUMINUM SPIRAL STAIL TO BE FACTORY BUILT AND INSTALLED PER MANUFACTURER RECOMMENDATIONS AND STAIR PROVIDER SHALL BE RESPONSIBLE FOR AL L CODE COMPLIANCE STRUCTURAL ENGINEERING REQUIERENTS OF STAIR AND UPPER 6 0 6 ------ T 1� __ I I� F 1 LTI N T LIMITED TO RESTRICTED PASSAGE OF 4' SPHERE AT RAILS AND TREADS. SUPPORT TOP OF WALL PLATE ----------- ---- ---------- T I r I IT 12 WOOD FRAMING INTERNAL TO EXISTING DECK WILL REQUIRE MODIFICATION OF EXISTING POST AND BEAM 16 22 ARAGE. SEE STRUCTURAL DRAWINGS FOR DETAIL HERE CONSIDERED TO INCLUDE MODIFICATION OF EXISTING +8 17 FOOTING BENEATH CENTER POST AND NEW BEAM FRAMING. 17 G TO BE SELECTED BY OWNER AND INSTALLED PER MANUFACTURER RECOMMENDATIONS. TIONS 11 T I" EVATED CONCRETE SLAB SLOPED TO BRAIN AT MIN DROP PER OOT SIDE BENCH LIVIN LIVING CONCRETE AS SHOWN OR AS SPECIFIED BY OWNER. TAKE CARE TO AVOID SHARP EDGES AT POOL 14 T__ ---------- CREATED BY ELEVATED SLAB. STEPS FORMED IN SLAB ARE TO INCLUDE 7' RISERS AND 11' TREADS. No NOSING IS REQUIRED. NEI RAILING IS REQUIRED AT ELEVATED SLAB WITH LESS THAN 30' HEIGHT AND NO STAIR lHAVING MORE THAN TWO RISERS. ROOM ROOM MODIFIED AND ATTACHED TO NEW BUILDING ADDITION PER [XISTING SCREEN PUUL ENCLOSURE SHALL BE L Tj--------- ------T�_ D VIDER. DESIGN INTENT IS TO PROVIDE PASSAGE DOORS ESIGN AND SPECIFICATION OF SCREEN ENCLOSURE PRO A 15 T NORTH AND SOUTH ENDS OF EASTERN ENCLOSURE WALL. READY ACCESS TO POOL FROM HOUSE WILL R — —----------------- EQUIRE INSTALLATION OF AUDIBLE ALARMS AT APPLICABLE DOORS PER STATE SAFET REGIUREMENTS. 8 __T 16 1X6 T&G WD SOFFIT TO BE PAINTED. -------- --------T FIBERGLASS BATT INSULATION FOR THERMAL AND SOUND ISOLATION, NTS AS DETAILED AT STRUCTURAL DRAWINGS. 7 18 6x6 PT SYP WOOD POSTS WITH ATTACHME CONCRETE SLAB WITH FIBER REINFORCING TO PREVENT SHRINKAGE CRACKING AND STEEL REINFORCING PE 14 BARRIER-BAC' PER ASTME1745 19 STRUCTURAL FOUNDATION DESIGN CAST OVER A VAPOR BARRIER (SUCH AS GS FOR THICKNESS, CLASS A) OVER CLEAN COMPACTED TERMITE TRETED FILL. SEE STRUCTURAL DRAWIN Go ECTION DETAILS. REINFORCING, AND CONN RETE FOOTING OVER CLEAN C PACTED EARTH REINFORCED CONTINU13US PERIMETER C13NC 20 IP13PURED IN PLACE SU P . ALL CMU STEM WALLS EXPOSED TO ORTING REINFORCED 8' CMU STEM WALL PER STRUCTURAL DRAWINGS T�- ----------- WEATHER 13R VIEW TO BE PAINTED WITH THREE COATS OF EXTERIOR MASON D AS SELECTED BY OWNER SET OVER ;Y4' T&G PLWD ATTACHED TO EW FLOOR TO BE CARPET WITH PA --------------- 21 -------T T IN 11 Y4# OF VERTICAL STRUCTURAL RY PAINT TO MATCH EXISTING, L ONVENTIONAL WOOD FLOOR JOISTS PER STRUCTURAL DRAWINGS WITH Ti------- ------- 13IST DEPTH. PORCH IF AINTED WOOD CROWN OR BED MOLD AT EDGE OF PAINTED SOFFIT AND AT TOP OF POSTS AT REAR -------------- ---I_T] 2 E ENSURE WATER EgIRED BY OWNER; ROVIDE COPPER FLASHING AT BASE OF SHINGLE WALL AS SHOWN OR OTHERWISE MU STEMWALL. COSIDER USE OWN WALL WILL BE DIVERTED PAST JOINT BETWEEN PLYWOOD SHEATHING AND C 7 23 OF METAL PAN AT SHOE OF WAL ------ L TO ACT AS Z PAN FLASHING AND TERMITE SHIELD. EXISTING WALL CONDITION MAY ENFLUENCE CHOICE. P GE SHELVING AT CLOS WNER REQUIREM-EN ROVIDE STORA 3 24 ETS PER 0 TS. SUGGEST MULTIPLE SHELVE WITH ADJUSTABLE SUPPORTS AT DEN CLOSET FOR FLEXIBILITY OF USE, Ell D�A F� H-A 25 PROVIDE WOOD BASE TO MATCH EXISTING. r TO FIRST FLOOR ROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE CEILING AND HOUSE ENCLOSURE WALL AS PRUDEN 26 SSIST IN FIRE SEPARATION IN THE COURSE OF REQUIRED MODIFICATIONS. TOP OF CONC. FLOOR _p___� r 7 1 1 ! T NEW POOL MATH BLNLA TE SLOPED ROOF UNDER STAIR THAT WILL DRAIN TO 1 $1 ROUND UNDER BASE OF STAIR. PROVIDE ROLLED ROOFING THAT CAN REMAIN EXPOSED TO WEATHER OVER 1_1�1----------------------- ------------------ ----------- 27 +0 0 ----------------------------- ---------- -ADHEREING MEMBRANE OVER WPLYWD OVER 2X CEILING FRAMING PER STRUCTURAL DRAWINGS. TAKE IFF5�11!=4227Z ��Z,777_r777 ELF TO FLASH ROOF AT STAIR TgNBING UP FRgM NEW WALL FRAMING. ARE POSTSEX G li BACKSPLASH. ALL INCLUDIN ------------- --------------- KITCHEN REN13VATION TO INCLUDE NEW FLOORING, CABINETS, CUUN I ER TUPS AN ----------- 6r NEW APLLIANCES WILL BE PROVIDED PER OWNER'S C 20 POTENTIAL HOICE. ILLUSTRATED 6' STEP AT SINK 20 28 36' TO 42' AFF MAY WANT TO BE INCREASED PER 13WNER CHOICE. R FROM COUNTE -------- a ONE --i------------- --------------- -—------ -------- --------- ------------- -------- -------- i 15' TALL ALUMINUM WALL MOUNTED FLAGPOLE-APPROX 4' TO 3' IN DIAMETER. CONSIDER DOUBLE M UNT, ii ------------ ---------- ------------ i ___--___ i --------------- ---------------- -------------- 2 AT EACH WOOD BEAM LEVEL. ------------ ------------ ---------- -------------- --------------- -------------- ------------- ---------------- --------------1 i I I ------------ ------- ------ ---------------- ---------------- ------- --- ------------- --- --------- ----------------- ----------- ------- ------- ----- ---------------- -------------- -- -------- i 7 ------------- ------------ ------------------ ------------ ----------____ --------------- -------- -------------- -7-7777 ----------- ---------------- ------- ------- ------------ ------------ ---------------- ------- ---—----- ------------ ----—------ ----------- ------------- —------------ ---------------- -------------- --—---------- --------------- -------------- ------------------ ------ --------------- -----—------ -- --------- - ----- ------------ - ----- ------------- ------ ------- -------- ----------- ------------ --------------- -- - -------- ------- ---------------- ---------- ------------------- -------- ------------- --------------- ----------- - ----------- ------------ -------------- ------------------ ------------- --------- -------------- ------------- --- --------------- ----------- -------------- i - 1 1 1 . : ; ------------ i i - __ : ; ; ------------ -- ----- ----- ---------- ---------------- --------------- ----------------- ----------- ------- -------------- ---------------- ------------ ---------- ----------------- ---------- -------------- -------- ------ --- ---------------- ----------- ---------------- ------------ --------------- ------------ ------------------ --------------- ------------------ ---------------- -------------- -------------- i ---- --------- ------------------ ---------- ------------- ! : i I I : i : : i : i I ----------- ----------- --- --- ---- ----------- -------------- ---------- ------------ i i i : i i i i : i ------------ --------------- 1 1 i : pi� ; ii ------------- ---------------- --- ------------ -------------- ---------- --------------- - ------ ------- --- ---------------- ---------- -------------- ---------------- --- ---------- ------------ - -------- ----------------- -- --------- ----------------- J J"WS W DUPREE ARCHITECT f 3 3 6 B E A C H A V E N U E 0 it 2' BUILDING SECTIONS AND NOTES AR—00 110382 904-247-7072 1 0_081'tOT A T L A N T I C B E A C Ho IF L 0 R I D A 200 FIRST STREET, SUITE 206 NEPTUNE BEALf"arlir, FLORIDA 32266 -7 N A R A D I S N IF S S 7wm WINBOW INSTALLATION ..........................___------------- DIRF.ClIGNIS FOR APP11CATION WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. TYPICAL FLASHING DETAILS AT ROOF ISHINGLES 11,0m,k.*j-IdAY,Nk�w�III,W�w ga�mka.%!.gg ff,'4�ynkl tvk pwA,8 smtvkw�� FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A STEPS ------------- (I)IN WATER SHEDDING FASHION, THROUGH WINDOW JAMB STARTING AT THE BASE OF VALLEY CENTERLINE THE WALL & WORKING TOWARDS ............. ........ ............. NO FASTENERS WITHIN 6' OF CENTERUNE �:- -��---- THE TOP, INSTALL THE DUPONT ..... ..... ...... ---------- MWI'l FASTENER IN END OF SHINGLE ............................. TYVEK WRB TO THE FACE OF ................ ........... Ai_6 EXTEND SHINGLE AT LEAST 12' BEYOND SEALANT BEAD THE PLYWD SHEATHING. VALLEY CENTERLINE MOUNTING CUPPED CORNER SETIN ROOF CEMENT BEHIND CARRY UNDERLAYMENT ACROSS VALLEY APPLY PAN SILL FLASHING FLANGE. CENTER FULL WIDTH ROLL OF WEATHER WATCH OVER SILL, UP ONTO JAMBS WATERPROOF UNDERLAYMENT OR MINIMUM VERT 6', AND DOWN OVER 55# MINERALIZED ROLL ROOFING IN VALLEY UNDERLAYMENT r wi;,� TYVEK BENEATH SILL VERT 6' UNDERLAYMENT CARRIED UP ONTO APPLY BEAD OF SEALANT SEAL THE WINDOW FRAME TO SIDEWALL 3' TO 4" i -11, AT BACK OF WINDOW OPENING. APPLY A %' NOM� ........... NAIL FLASHING TO ROOF NTH 2 NAILS FLANGE & SET WINDOW USING DIA. TO THE BACKSIDE ROOFING CEMENT STEP FLASHING POSITIONED OVER SHINGLE AI. PAN HEAD SCREWS TO (INTERIOR) OF THE WINDOW SO THAT NEXT COURSE OF SHINGLES FACILITATE INSPECTION. FLANGE, IN LINE WITH ANY COVERS IT COMPLETELY N SIDING SERVES AS COUNTER-FLASHING PRE-PUNCHED HOLES OR SLOTS, JE-J FLASHING OVER STEP FLASHING AT APPLY BEAD OF SEALANT SIDE JAMBS. EXTEND 8 Y2' SEALANT BEAD BETWEEN FLASHING AND MOUNTING .-Aw APPLY JAMB FLASHING (DJAMB FLASHING. FLANGE, APPLY CONT. SEAL TO THE MOUNTING 8 TOP (HEAD) AND APPLY BEAD OF SEALANT FLANGES AT THE S-p ik_"AP �\11 V'Ulx�� AT HEAD SIDES (JAMBS) OF WINDOW, EXTEND SEALANT AT JAMBS 8 Y2' ABOVE SHINGLES TRIMMED 2" BACK FROM VALLEY HELP$TV BILOW.OrFSAND CALL-BACKS APPLY HEAD FLASHING THE R,O. AT HEAD, EMBED JAMB CENTERLINE 0111RECTIONS FORIAPPLICATION 0 VALLEY CONVRUC710ft FLASHING INTO SEALANT AND n im m 0,�n ur f (g)REMDVE PREVIOUSLY APPLIED gj� nm,,�!st bl-d riv e li m l,#ww C 0,LI B]LE �ngyt�ibie whw)iprilieO A�,k FASTEN IN PLACE, (FLASHING ICKNi-ISS ma of Itig "'MrIgio.Nl.�,akl�s CA smpliis, 1AIRNIIAL11 T4 TAPE, ALLOWING WRB TO LAY GOES OVER SEALANT). wo: lop t t e p Ui r c,d a I o,r 4 w -tuNwt wamante.Iv FLAT OVER HEAD FLASHING. m,mrucfi�ar�wj void 14 p, u.),iipp�,on, 'I'm 9 v0lll rgurlllal�s wilhmll fa�Tan WIA�lr qWfk!Q hot"�,u a"nd ill umdaftv mlmt mi ar t APPLY NEW SHEATHING TAPE nm,ret"'Wire tIV14-JuIll Anpplik- n 1 urp R,,"Q Qi t�pk tion or j m p t r hin SECURE WRB mat1wris 4f.,Nnnd Gur im"ructons. tv*fa*�m5wt,"tN."iwill �,xjde 0 Oro to to A F"04 1�y q nt OVER DIAGONAL CUT SEE AT HEAD must tv aws:d_Under no r, vIlAg Etkamevaapk, 0 R%E CONSTRU MMOW DIAGRAM, Fkir fidq.- 'Riti ku -nCAL SIDEWALL CLOSED CUT VALLEY CONSTRUCT10N 'Shot,41 nol 6 th R f.-w',stmak'n Elk t� zw STEP FLASHING AGAINST VER jiatftp All p0i�:�, s,(A ,e Vmh "limittl FIX GAF RESIDEN11AL LAMINATED ROOFING SHINGLES apit Q11: roput�o Vw4l0ad. tilpttf: It is 14�\wclgmarf 1(l, It \,j 6 KIT, 4- GAF RESIDENTIAL LAMINATED ROOFING SHINGLES lack(if shinom, hoqp p� - W FLASHING AT HEAD 0 DECK MEM:Ailil N FASTENERS EXTENDS 1' BEYOND pwal oack�;shunj tw,k1rw,wNl-suaivjiwilll 1',x t wairds gr�,.xtpmv, JAMB FLASHING, rnimitnum a,,�,, thick qrl� u0nmr, m th.0 tr,�,tllmt for EA Siviligo"Is, Elk WO yado plymood -ijkrion"t , , �,` 11 �pllsilk3twm� of tht Arwril;am P\lmwwd gr 7,1� al at staple the shingle ELASTOMERI C COLLAR ariifmm,�h using the fastmer line as a ittereme in We da:Afa thickriltst tmmom Mod WaA,far swoulles wiflot" mmxmll�l ww""Nex 0HEAD FLASHING a fatwoot fift,06il t Or mum t*014001 Wmitilil:M,4V#r "w EMBED BOTTOM OF THE 15 er 3D a jV d tz, HEAD FLASHING AGAINST III tl.E l k V i f) (1 r&I,, adz�z i g I ci ok u r 1,11?' V]I N,A I G, W r 0 1 Is IT i 5 tk§ r,t n 1 ki r"m 'I Aft g nd I hwk�,tumr*1 p wgfi at.fna, ,i Ti,ly- flaill[Sx. Elk,eerammr-mds ta� rjgv., 4 -lf"2'f3or THE PREVIOUSLY APPLIED z SEALANT (FLASHING GOES ,tyll z z here 313p, le, wvrimum Qf W. 60u�w 1)7� w1tay'kno'"'d m0lwm,'Ve Imaw SEALANT z OVER SEALANT). EXTEND mol�xul z z z z HEAD FLASHING BEYOND DECK I � a lr§-� rmj4e QvaPV"fC z z k)v0_,, 1,11P _Suosr plNed Is pil 0 tb�k wlxl�li,,wt.r f*g s zlwi z z *arti�fwi� a tw r a cf. Rt.4ar u",lot'Al Vmimc�wIM-h k"stmm�v 01AY z EACH JAMB FLASHING. .1orls tlw eiwes iI,� a r, 'n w1t ,*I r 0 STAPLES: Cowumiva m%slslant, w�pwk e. r z UNDERLAYMENT k4L z FASTEN IN PLACE, A'111 PN0 e mek, 30izwl hmfilo have U10 VWA (2) 0VE RASIANG FOR�ICE DAME JASK A ROOFINUTONTMTD44 "llptied ecturiance wii"111 'Mess'! z NAILS ON 8" CENTER MAXIMUM ftf I R TO A IMA MANUAL OR CHECK L DC A L COOESk row& ill ra�swd sm"'Pins -hit cam czu,,se a fir,11-RIGU �RVI mvmClioms ""Sin mails or mples w re-lo0*1 ai %vit a's lim pea rarmi,and mv&A s-aail wk f'o-omidpot,owt 11412to!6"ks kti QIQ),m oovwO ioll F 41 ix If, wxai,� �!�ack mmirvic'n lxwstructb�I� ;Nu�Gjrs NN�-Alkj hi'a &,mo h,to ASPHALT ROOF CEMENT OLD METAL COUNTER-FLASHING RE-USED mv b""'s jtan�,Kl Prizi-ld's tsvkar tT",f,111 axl0rding pmqluat tt eu W �,jt�'eqg�14'bew-cm d\tie in%iid all IF SERVICABLE 21w��i�vh�.0r f inir *40tenui'A�ot the *I"In suwf fit,ime lao�i�f 0 a sedlkadt'wreki wqve ww: 000 CAUTM M M M BLESALM Careless md improw storage Of fla0rig handling can hann fibaroa NONCORRODING METAL COUNTER-FLASHING �ss shinglem,, Keep thme SE FLASHING RD 411"PUCATIONS TO EXTEND DOWN OVER BA rar tip. %10:,,,)�,-1ZQ' In au a c."l-bumm imjiar(A MANSA shinqlas completely covered,. ibry, wawmWy coal, auld J ac .m. timt%w-m,th�p.tvp ptes a twouulmoment front fromi theweadver. Do not stom near mimor. (5)JAMB FLASHING.---, A "'Tir camv ftiviekili �i i,-,i u*ifict'n th-4, peO.Inmlx, rokif Fov f c\j,k,�gj g ROOFING CEMENT P't", ,jf�T�jrjpmT24'UR�\md kt0l �311 slopws, �Xm;0141q, 0, &01r Z0121 Six km ",4 4p, !I R. apill.,4 in direct suirdightualfil applied. EXTEND JAMB FLASHING 4wed*km:,� an u IAly,x%I,,kyNnj 3 mal �d-, d 11"olamo fm'tet Q�,�it Thl;f 0%oaf e,,a I'frWn w1ch&;i:de e6,� w0l DU NOT�DOUBLE STACK Sysumically rmam all uwk so ft f�atnw'nimg kwr filixtenom mll:0 �Pam,94 akvq Illp lemm 0 TO OVERLAP SILL zy -n 0 be th flai Flk fal, t�l�q tjoj,�.k!t ji'll�liIfl4Q$,�1 Aew Qrl&�fumw,0� itiou)KA UNDERLAYMENT ob�u i . FLASHING, EXTEND firg to be timad out JAMB FLASHING 8 Y2' ciiors ar�acxl�vl , --- ---- -- 0,STARTER SHINCLE 008SE LffTED WIND WARRANTY A13OVE ROUGH JS:�A!�ELK '.\�TARTER ESTRIPI OR THE, qE,`Q',AP1 10,F 4 STR�P pme""'que aod Raium,Pw&,AW-\' OPENING AT HEAD, L j PINIGLEWITH714' A HES4E STN SEALANT In P 113111)SIPDNED Ar TRE FAVS Sh rIgili,'N lus!be a P pratmirly phauxd faster: TUCK TOP OF REFORMED FLANGE PLACED OVER PIPE AND �`02E,V�. kwst t rm,,�,�ad,immri ttt emi kit zfm*�sl illmol�, ile k"am ot rd or vkmwas�;�,propw ly a ieslw�ctrs z T1, JAMB FLASHING SET IN ASPHALT ROOF CEMENT saarl at Me riak,e uhii�uVe and,�*��edqk,s-lyr No sit i�lqlb, UNDER THE FLAP Rx o Limiiw VVEF0 VVa"i'mit'f �F) �'e OF WRB AT THE "li-Olary�",W*ctlon kir Prtviku*-las"tir�k,PAPR fo, P�Rslttqui, 0 HAST COURSE HEAD, SEE DIAGRAM. �L`,,090 MU�4 as PAN SILL FLASHING 1 ppl,*&I�j p(a 15=�\ kan w a nd c onfinm 0'Iff"W1 W t k I sh,n d f A mlmflai �w4,milh �Omlr t APPUE171 kVITR STAPLE%' 1,1itl1t, '%�)T tIllk, 5�tm*llklt romm). S-Nmilm, mny W, aptlaft.d mm- a rmmil S �Y F�)R TAN, ukATEID Vv`k,I W,14'RA UPPER AND SIDE SHINGLES OVERLAP FLANGE SHIM AND ADJUST WINDOW TO ACHIEVE S UARE, AND ARE SET IN ASPHALT ROOF CEMENT STEP FLASHING POSITIONED OVER 0 SECONE COURSE, (Ages tp: quali-N Pm0qile PWS. 17��41ique �Guwlerj PLUMB, AND LEVEL CONDITION. USE CORROSION SHINGLE SO THAT NEXT COURSE OF wid Freotpkf, 0'rgle"lfbr rmbnmod Lim,\1ml 3 RESISTANT FASTENERS. FASTEN WINDOWS PER LOWER PART OF FLANGE OVERLAPS LOVER SHINGLES COVERS IT COMPLETELY vi't"th (monu,ut onqiwx r fl,�pf,,u tc�thvv hra by 'Atind V"minty. Urlokw no -lr��kon�,mlllckls r."N'ould The Ek SHINGLES er uftso", are Lmnrmid 0 greau),vhsm 4'. z WINDOW MANUFACTURER SPECIFICATIONS. METAL BASE FLASHING th I @ z 4 qlQi of I:K� Ello. STmuz !�7::p c%lofh,,� pav;�a a TILBRU Cwtiffl1t ow, vl��n 3V41,*On ""--SHINGLE CUT TO FIT OVER PIPE AND SET IN Dftwt Tjwn 9 uxt rcurw ny 6'wilt'. MS PkYCL W kA COTI:i f 'UNfla, ASPHALT ROOF CEMENT uln", WEATHER RESISTANT 0 BARRIER (WRB) SHINGLES AROUND ROOF VENT ('4""N CHIMNEY FLASHING &tart a,the mka ani mx"mMmt1,hful1 On"qW.'s mc'�mw&md. r3 AT A 45 DEGREE ANGLE, CAREFULLY CUT THE CAF RESIDENTIAL LAMINATED ROOFING SHINGLES Q6 Rfflil,ARD 80=101MIR CID LIRSE& BARRIER ON A DIAGONAL, GENTLY RAISE THE 'w x th TOP EDGE OF THE BARRIER UP AND TAPE THE wpcwl goolwation 4�s shmmkn --nd, thil, arid 1,u i,',11bMRS,'UNJ flilit u-p th't rCPL1fA,0,\1fsetN Irld bo TOP CORNERS AND CENTER TO THE EXTERIOR &wjualcki iwouri,;J m(i P The FWmium Cbeize WRB SURFACE ABOVE. INTERIOR VIEW 52 Ek� TYPICAL RECOMMENDED INSTALLATION DETAILS AT TOP LEFT CORNER OF WINDOW ROOF SHINGLES JAMES W DUPREE ARCHITECT 3 3 6 B E A C H AVE N UE FLASHING DIAGRAMS' . AR-00 110382 904-247- 7072 10-08-0'7( ' 7_ A T L A N T I C 8 E A C H, F L 0 R I D A 200 FIRST STREET, SUITE 206 NEPTUNE BEAChr, FLORIDA 32266 VV EXISTING POOL AND SCREEN ENCLOSURE PROPOSED ADDITION EXISTING STRUCTURE EXISTING SCREEN ENCLOSURE EXPANDED SCREEN ENCLOSURE A LL F-' 1 -- - >- F r i F-/ r �' � S TI -- ----------------------- -- --- ---------------- - - ---- -- — i I ) _ _ _ � / I-_J r � GWP GFCI FCI � c GFCI RANGE - I i REF 71 7WI El - GFCI I GF F J = f1 F- F F r - --- -' --' ' - GWP i 1 F HVAC COMPR AC COMPR. EXPANDED SCREEN ENCLOSURE EXISTING SCREEN ENCLOSURE NEW MODIFICATIONS ELECTRICAL LEGEND ELECTRICAL PANEL ® INTERIOR WALL SCONCE LARGE PENDANT EXHAUST HOOD WITH LAMP NOT VISIBLE FROM BELOW INTEGRAL DOWNLIGHTS EXHAUST ELECTRICAL METER O METER VENTED TO EXTERIOR DUPLEX OUTLET � SMALL INTERIOR WALL SCONCE. � .. � CEILING FAN EXHAUST FAN DUPLEX GFCI GFCI INTERIOR LIGHTING FIXTURE SURFACE MOUNTED AT CEILING DUPLEX UNDER COUNTER =@ UC UNDER CABINET LOW VOLTAGE — ® NOTE 1: ALL NEW BEDROOM DUPLEX GFI WTRPROOF GWP CEILING FAN CIRCUIT S FAULT TO HAVE ARC INERUP ERS PER NEC. QUADROPLEX OUTLET � INP EXTERIOR DOWNLIGHT I-� W/ LIGHT WALL SCONCE NOTE 2: NO NEW ATTIC ACCESS FLOOR OUTLET Q IS REQUIRED BY CODE GIVEN JUNCTION BOX ® 6" RECESSED DOWN LIGHT ® WIRED SMOKE DETECTOR W/ BATTERY LIMITED HEADROOM AND AREA 220 VOLT JUNCTION BOX © ADDITIONAL UNITS TO BE PROVIDED PER FBC R807.1 22ov WATERPROOF RECESSED ®WP PER CODE REQUIREMENT NOTE 3: ALL ESSED WALL SWITCH $ 6 DOWNLIGHT W/ LENS DOWNLIGHT TRIMASSUMED 3 WAY WALL SWITCH $3 4" RECESSED DOWN LIGHT ® TELEPHONE OUTLET 4 TEL WHITE. CONFIRM W/ OWNER. REMOTE SWITCH $R WP EXTERIOR RECESSED ® CABLE TV OUTLET Q 1V NOTE 4: ALL LIGHT SWITCHES AT BASE CABINET $Ds DOWNLIGHT " CM DIMMABLE. CONMAJOR ROOMS SULT W/E TO BOWNER. DISPOSER SWITCH DIRECTIONAL 4 RECESSED ® CABLE MODEM b DOWNLIGHT GENERAL NOTE : DIAGRAMS ARE PROVIDED FOR ADDITIONAL POWER AND LIGHTING IN NEW AREAS ONLY. WHERE EXISTING WIRING OR FIXTURES CAN BE MAINTAINED TO ACHIEVE EFFECTS SIMILAR TO THOSE SHOWN, PLEASE USE WHAT CAN BE EFFICIENTLY PRESERVED. AREAS OUTSIDE OF THOSE SPECIFICALLY ALTERED WILL REMAIN UNCHANGED, UNLESS REQUIRED BY FBC OR NFPA. ALL PERTINENT REQUIREMENTS OF THESE CODES ARE TO BE SATISFIED. JAMES F DUPREE ARCHITECT " PROPOSED FIRST FLOOR ELECTRICAL PLAN , AR-00110382 904-,247-7072 f 3 3 � B .L' A C S A VE . UE o 4' $' , 200 FIRST STREET, SUITE 206 r7 ATLANTIC BEACH, FLORIDA W E � �-�$ ,�� NEPTUNE REACH, FLORIDA 32266 S i PROPOSED ADDITION EXISTING STRUCTURE F- - - - - - - - r - -- - - I I I I II I I I I I nn 41 uu 1 0 - - - - - - - - - - -- - - - TEL I III II II II �/ n�\II II II II II II L)7 0 v i C ri —L L ILL =�L EL ECTRICAL LEGEND ELECTRICAL PANEL F� INTERIOR WALL SCONCE LARGE PENDANT EXHAUST HOOD WITH F LAMP NOT VISIBLE FROM M BELOW INTEGRAL DOWNLIGHTS EXHAUST ELECTRICAL METER O VENTED TO EXTERIOR L METER SMALL INTERIOR WALL SCONCE i--0 DUPLEX OUTLET =0 CEILING FAN EXHAUST FAN 79INTERIOR LIGHTING FIXTURE DUPLEX GFCI GFCI SURFACE MOUNTED AT CEILING DUPLEX UNDER COUNTER � uCUNQER CABINET LOW VOLTAGE NOTE 1 : ALL NEW BEDROOM — C\ � DUPLEX GFI WTRPROOF =@GWpOUTLETS TO HAVE ARC FAULT WP EXTERIOR DOWNLIGHT CEILING CIRCUIT INTERUPTERS PER NEC. QUADROPLEX OUTLET WALL SCONCE NOTE 2: NO NEW ATTIC ACCESS FLOOR OUTLET Q IS REQUIRED BY CODE GIVEN JUNCTION BOX 10 6" RECESSED DOWN LIGHT WIRED SMOKE DETECTOR W/ BATTERY LIMITED HEADROOM AND AREA ADDITIONAL UNITS TO BE PROVIDED PER FBC R807.1 220 VOLT JUNCTION BOX © 220V WATERPROOF RECESSED 6" DOWNLIGHT W/ LENS wP PER CODE REQUIREMENT NOTE 3: ALL RECESSED WALL SWITCH $ DOWNLIGHT TRIM ASSUMED 3 WAY WALL SWITCH $3 4" RECESSED DOWN LIGHT ® TELEPHONE OUTLET /TEL WHITE. CONFIRM W/ OWNER. REMOTE SWITCH $R WP EXTERIOR RECESSED 0 CABLE TV OUTLET d N NOTE 4: ALL LIGHT SWITCHES AT DOWNLIGHT MAJOR ROOMS ARE TO BE BASE CABINET $IDSCABLE MODEM 4CM DIMMABLE. CONSULT W/ OWNER. DISPOSER SWITCH DIRECTIONAL 4" RECESSED DOWNLIGHT GENERAL NOTE DIAGRAMS ARE PROVIDED FOR ADDITIONAL POWER AND LIGHTING IN NEW AREAS ONLY. WHERE EXISTING WIRING OR FIXTURES CAN BE MAINTAINED TO ACHIEVE EFFECTS SIMILAR TO THOSE SHOWN, PLEASE USE WHAT CAN BE EFFICIENTLY PRESERVED. AREAS OUTSIDE OF THOSE SPECIFICALLY ALTERED WILL REMAIN UNCHANGED, UNLESS REQUIRED BY FBC OR NFPA. ALL PERTINENT REQUIREMENTS OF THESE CODES ARE TO BE SATISFIED. JAMES IF DUPREE ARCHITECTVEN PROPOSED SECOND FLOOR ELECTRICAL PLAN AR-00110382 904-,247-7072 3 3 6 .B E A C H A N 0 4' s' ,W E 10-08-07( L 0 R I D A � 200 FIRST STREET, SUITE 206 A T L A N T I C B E A C H, F ` NEPTUNE BEACH, FLORIDA 3,2256 S r { -. ry �� EXISTING NEW WALL WALL 4" CONCRETE SLAB ON SEE GENERAL NOTES f FOR EPDXY SPECIFICATIONS. GRADE w/ 6x6 W1.4x W1.4 WWF OVER 6MIL APPLYIN ACCORDANCE WITH EXISTING NEW VAPOR BARRIER, OVER 6x6 P.T. SYP#2 SEE DETAIL 1/SO.O, IMANUF. PRINTED INSTRUCTIONSi FOR NEW FOOTING Lou Pontigo an TERMITE TREATED POST, TYPICAL. NECTION. Associates, Inc. CLEAN COMPACTED FILL (5 PLAC ES) -\ 6 CON 496 Osceola Avenue T/FTG. EL. x_x Jax. Beach,Florida 32250 MATCH Z X F L CA#8344 SO CA#3579 EXISTING R, FIFS YOLR L DRILL 6" AND EPDXY SEE GEN. NOTES FOR EPDXY 17 CONT. BOTT. REINF. 1-#4xl'-6" HORIZONTAL SPECIFICATIONS. APPLY IN 1 5 1 *ADD (2) #5x3' STRICT ACCORDANCE WITH I -0' (SEE FTG. DETAILS) DOWEL 0 24- OC (TYP) MANUF. INSTRUCTIONS. /A CTR'D DRILL & EPDXY GROUT (6" MIN.) INTO LUIS A Pq'q'j1f&1 E EXISTING FTG. NEW SLAB INTERSECTION WZ EXISTING P12 ; ; i) I P DEC 1) '1 r2TN� S �CH -0 EXISTING FOOTING CONNECTION 011 f PA ION FL P E S P E 44T N, 311 K"2 SECTION p 3 B VALID OtLY VVHEN SCALE: 3/4" =1'-O" SECTION SCALE: 3/4 1 0" SIGNATURE IS IN BLUE M Sim 7 0.0 X TI REVISIONS DATE PROVIDE A LARG ENOUGH R SLAB OPENING TO PLACE REQUIRED REINFC RCING, NEW POST COMPACT THE SOIL BENEATH V� N 0 1 THE FOOTING AND PROPERLY 7z w 5 PLACE THE CONCRETE. Sim /Z EXISTING SLAB .0 T I S r ��i I 1#5 CONT L N FIELD ALTERATIION A SLAB ON WOOD DECK CONTIZACTOR SHALL OONrACT LOU 50.0 BY BUILDER PONTIGO ft ASSOCIATES PRIOR TO 4 GRADE, MAKING ANY STRUCTLVAL FIELD IS E PLAN. MODIFICATIONS VVHICH MAY VARY 4 -0 . - - - I \ . I ROM THE INTENT OF THE ORJGINAL 4 .. A . � 0 CON-ISTRI-w-rION DOCILINOEITM Af`.ry A \M�\ FELD ALTERNATIONS MADE PRM TO 7 7 /7- BEING APPROVED BY LOU PON71GO& THICKENED EDGE -------- A NAL ENGINEERING OR w/ 1-#5 CONT. 8fox INSPECTION FEM 8" DETAIL 4A 4 SEE FIG S17F REINFORCING PER I I I I I SEE PLAN SCHEDULE. 12"x 12" DETAIL 4B FORii ic CONNECTION. SEE DETAIL 1/SO.O, \_4" CONC ET SLAB w/ THICKENED SLAB I LL :7 - FOR NEW FOOTIN FIBERME 1.5 F TG REPAIR DETAIL r4 4 CONNECTION. 4 LBS/id. D OF CONCRETE OR 6x6 W1.4xW1.4 3 - of 4" CONCRETE SLAB w/ SO- WWF ON 6MIL VAPOR BARRIER �SO.O/ SCALE: /4 1 0 4A 5 FIBERMESH @ 1.5 LBS/CU.YD. IN PREPARED GRADE. 0.0 0.0 OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. FOUNDATION PLAN. Uj SCALE: N.T.S. LU > 8" x 8" BOND BEAM w/ 1-#5 CONT. PROVIDE TYPICAL WALL FRAMING AND ANCHORAGE n CORNER BARS (TYPICAL PER CONSTRUCTION SPECS. 1#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) DRILL & EPDXY #4 0 18" O.C. & BEND DOWN INTO STAIR. MONO SLAB FOOTING AT PORCHES, HEN SPECIFIED ON PLAN. CONC. STAIRS FILE COPY -4[t SECONDARY POUR Ln LOF FOOTING SLAB ON GRADE, 10 . . lawma TO P SEE PLAN. #40 18" O.C. Uj GARAGE CURB DETAIL OWELS BEND 8" CMU STEMWALL w INTO STAIRS. #5 VERT. HOOKED INTO RMEWED FOR CODE COMPLIANCE GRADE OR CONC. AT WALLS GREATER THEN SLAB SLAB, SEE PLAN. 4'-0" HIGH, NOTIFY E.O.R. FOOTING @ 40" O.C. 4 MIN.[ GRADI 0& CITY OF ATLANTIC BEACH SEE PERMITS FOR ADD FOR TEMPORARY BRACING BEND 2'-0" INTO SLAB LAYOUT PLAN. 4 REQUIREMENTS AND CONDITIONS. 00 (TYP) STEMWALL REINFORCEMENT REVIEWED BY: DATE: . . .. .. ,.4 . . � -Z7 - ,d CMU REINFORCING COURSES #4 DOWEL TO MATCH WALL REINFORCING. 1 TO 6 #4 VERT. 0 48-O.C. L4-- �r_- 7-A"p- 7 TO 10 #4 VERT. 0 24-O.C. ONT. CONCRETE FOOTING EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW 11 TO 12 #4 VERT. 0 8"O.C. 10"x20" w/(3)#4 OR (2)#5 CONT. TYP. FTG. EXTEND TYP. FTG 0 ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER STEMWALLS OVER 6 COURSES TO WIDTH, SEE STAIRS & PROVIDE IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES HAVE TRUSS TYPE HORIZ. JOINT DETAIL 1/S1.0 #4@ 18" O.C. E.W. THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. REINF. BETWEEN EVERY OTHER THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SH ORIN G, TEMPORARY SUPPORTS AND COURSE. FILL CELLS SOLID. OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SHEET INDEX SOLE RESPONSIBILITY OF THE CONTRACTOR. SO.0 TRUSS PLACEMENT PLAN STEM WALL AND FOOTING CONCRETE STAIRS ON GRADE & FOUNDATION PLAN S1.1 FIRST & SECOND FLOOR FRAMING PLAN 1\�O 1\�o S1.2 TRELLIS DECK PLAN ROOF TRUSS PLACEMENT PLAN. SCALE: N.T.S. S1.3 TRELLIS DECK ELEVATION S2.0 GENERAL SPECS. PRE-ENCIINEEIREC TRUSS NOTES DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE MULTIPLE BRA,ED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. 2x4 BLOCKING 4-0.131x,3" TOE NAILS (2 EA. SIDE) WIND DESIGN CPJTEPJA AND S2.1 STD, FRAMING DETAILS SINGLE BRACING NOTES AND SPECIFICATIONS PROVIDE BLOCKING FOR SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING H3 0 EA. OUTLOOKER 2x4 OUTLOOKER 1.)PROVIDE PERMANENT BRACING WHER ROOF DECK 0 RIDGE. X-BRACE SPACING SCHEMATIC H3 0 EA. NOTE COMPONENTS AND CLADDING: BUILT AND SHALL COMPLY NTH NFPA. TPI, AND AITC 100. TRUSS BRACING E TO TRUSS. 2x4SYP#2 OUTLOOKERS OUTLOOKER /-AT 24" O.C. I NOTED ON TRUSS MFR. SHOP DRAWINGS. 4-0.13lx3" TOE NAILS (TYP.) 0 24" O.C. NOTE A PLACE GABLE END TRUSS BASIC WIND SPEED (ASCE 7-02) --------- 120 MPH CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS ALL BRACING LUMBER SHOWN, EXCEPT TO THE IN . ACE OF IMPORTANCE FACTOR-------------- 1.00 INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP FOR T-BRACE SHALL BE 1x4 SYP#3 OR LROOF BALLOON FRAMED WALL MEAN ROOF HEIGHT-------------- 21.0 FT r STUD SPACING. SEE AND FASTEN TRUSS TOP (I)DIAGONAL BRACE PER (4) BETTER OR 2x4 SPF#2 OR BETTER. (UON) SHEATHING DRAWINGS. 1L ._. --/A'% AND BOTTOM CHORDS TO ROOF PITCH -----------------4/12 TRUSSES APPLIED TO BACKSIDE PRO�DE 2x4 SYP#2 UPRIGHT FRAMING PLAN k__11 -------------- ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY OF WEB. (ONLY WHEN PERMANE T 2.)BRACING LUMBER SHALL INTERSECT FROM TOP TO BOT. CHORD OF SCHEDULE. 5-12d TOE BALLOON FRAMED WALL BUILDING CATEGORY DO NOT SCALE DIMENSIONS FROM DELEGATED TRUSS ENGINEER. LATERAL BRACING IS SPECIFIED A D THE WEB OF THE BRACED TRUSS, PER TRUSS 0 EA. X-BRACE x NAILS EACH STUDS wl 2-0.13IX3" EXPOSURE CATEGORY-------------- C THESE DRAWINGS IF A[DIMENSION 5 AT A MAX. SPACING OF 2*-0* O.C. T DELEGATED TRUSS ENGINEER. (IF VERT. IS NOT PRESENT) TRUSS NAILS AT EA. STUD. ENCLOSURE CLASSIFICATION ----------- ENCLOSED ARCHITECTURAL DRAWINGS Olt T-BRACE TO u 3-16d 0 4� MIN. W/2 48* O.C. BETWEEN INTERNAL PRESSURE COEFFICIENT--------- CONTACT_THE E.O.R. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY BRACING APPLIED TO j GABLE AND FIRST AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING WEB WITH 3.)PROVIDE BOTTOM CHORD BRACING EA. VER 1. METAL PLATE CONNECTED WOOD TRUSS FRONT SIDE OF WEBS I INTERIOR TRUSS. COMPONENTS & CLADDING DESIGN PRESSURES ES, HIB-91." (PER TRUSS MFG.)] O.131x3" PERPENDICULAR TO TRUSS BOTTOM (TYP.) 2x4 SYP#2 X-BRACE. FASTEN GABLE END N NAME AT 6- O.C. CHORDS AND ATTACHED TO EACH TRUSS NOTE At TRUSS w/ FULL HT. TRIBUTARY INTERIOR EDGE STRIP ( SF): -BRACE; NTH 2-0.13lx3" NAILS. AT GABLE END 1 . 1 P r 1336 BEACH AVE FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS ADDITIONAL BRACES AS REQ'D.. -06 4 T ANCHOR AND H8 AREA (sf) ZONE (PSF) 4 ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM CHORD F SAME SIZE, WALLS PROVIDE DIAGONALS AT END EQUALLY SPACED w/ SPACING EA. END 0�% DESIGN/DRAWN/CHECKED Gh 10 +37.5 -40.7 +37.5 -50.2 AOB / CS /LAP BRACING OF THE TRUSS WITHOUT USE OF RIGID CEILING SPECIES, & WALLS PROVIDE DIAGONALS OF 5*-8" MAX. DIAPHRAGM. GRAD--- AS (APPROXIMATELY 45%) TO THE ADJACENT 0.13lx3" TOE NAILS 0 8*0.C. IL_ WEB TO 13E EXTERIOR PERPENDICULAR WALL BETWEEN 50 +33.6 -36.8 +33.6 -42.4 DATE CONTINUOUS LATERAL BRACING, SEE /-FROM BOT. CHORD OF TRUSS BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF BRACED. EACH LINE OF BRACING TO FORM A TOP PLATE TRUSS SHOP DRAWING FOR OTY. AND ZIGZAG PATTERN ALL CONSTRUCTED OF NJ 100 +31.9 -35.1 +31.9 -39.0 11.30.07 RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT LOCATION. If MORE THAN (1) LATERAL- THE SAME BRACING MATERIAL. ALSO 2-0.1310" EA. END_� SCALE DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER BRACE IS NEEDED, OVERLAP BRACE WALL SHEATHING UP 1. A N N LA IN WALL MENTS SHALL BE DESIGNED (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED ON ALONG EXTERIOR WALLS PARALLEL TO LTP4 0 24" O.C. OR GABLE END TRUSS. FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. AS NOTED AS SHOWN MIN. (2)0.1310" NAILS. BOTTOM CHORD BRACING PROVIDE 2x4 SYP#2 BLOCKING 0 24*0.C. ATTACH LSTA12 0 24" O.C. THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED ON THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES THAT THE DIAGONALS IN THE END SPACE BETWEEN LATERALBRACE w/16d 0 4*0.C. 12" LONG 2x4 BLOCKING 1 2. LINEAR INTERPOLATION IS PERMISSIBLE. JOB NO. J 2x4 SYP#2 BLOCKING AS WITH 4-10d TOE-NAILED TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING WALL THE WALL AND THE FIRST LINE OF 2x4x8' SYP#2 LATERAL BRACE EA. CEILING NAILER (NOT 3. PLUS = PRESSURE AND MINUS = SUCTION. LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE WERE BOTTOM CHORD BRACING AT A MAXIMUM IINTO DBL. TOP PLATE. m SPACING OF 20 FEET. THIS REQUIRMENT X-BRACE w/ 3-16d INTO EA. TRUSS. CONTINUOUS) ATTACH CONVENTIONAL Sw SHEET DESIGNED TO CARRY. DUTIES DELEGATED TO THE TRUSS DESIGN IS NOT NECESSARY AT HIP ROOFS. ANCHOR PER CHEDUL L 4. THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL INCLUDE wl 0.131x3" 0 8"O.C. STAG. NO FULL HEIGHT ANCH DESIGNED FOR EDGE STRIP PRESSURES. 7 7"" TE, X6 y TCONT. T11i'l 07 3 119 COMPONENTS (INDIVIDUAL TRUSS) DESIGN, TRUSS TO TRUSS NOTE: THIS DETAI DEPICTS TYPICAL BRACING FULL HT ANCHR TO EXTEND REQUIRED. BALLON FRAMED 6ABLE END 5. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE CONNECTIONS. AND TRUSS TO TRUSS LOADING. CONFIGURATIONS B T DOES NOT REPRESENT ANY PERMANENTTRUSSBRACING r8 PLATFORM FRAMED GABLE END OVER 2x4 BLOCKING AND SO.0 SPECIFIC SECTION CUT THROUGH THE BUILDING. GABLE TRUSS BOTTOM CHORD RESPONSIBILITY OF THE WINDOW/DOOR MANUFJSUPPLIER & SHALL MEET FASTEN PER SPECIFICATION. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. �,.�HEE�Tl O�F6 SEE DETAIL 14A/S2.1 FOR CONNECTION. 6x6 P.T. SYP#2 POST, TYPICAL. (5 PLACES) (3)2x4 SYP#2 8x8 SYP#2 TRELLIS POST POST BOTH SIDES -\ CENTERED DIRECTLY 70u Pontigo and OF BEAM FABOVE EXISTING WOOD FRAME Associates, Inc. 3)2xl2 WALL. _X % 496 Osceola Avenue Jax. Beach. Florida 32250 Ph.242-0908 Fax.241-9557 Ix F L CA#8344 SC CA#3579 1 0 8x8 SYP#2 TRELLIS POST CONTACT LIS WITH YOLR CON"ENTS 1 C4 U \,COMNENTS@LP-A.COM/ 04 CENTERED DIRECTLY 04 -,1- STUD WALL �: ABOVE EXISTING STEEL Q 2x8 DECK JOIST X _j FLITCH BEAM (2 PLACES) > NEW H12 w/PLYWOOD FLITCH EXISTING FLOOR 4@16" O.C. RIPPED WATER PROOFING FLOOR _j It TO SLOPE, JOIST SEE ARCH L U I S A P;0" HEADER, STRAP PER SHEATHING 0) 1 0 - ��m JOIST I � T, U-) I- < DEPTH SHALL BE C14 - I- DETAIL 4/S2.1 < STRAP EXISTING BEAM TO Cn U_ Uj POSTS w/2-HTS16 STRAPS 5Y2" M I N. DEC f LIJ Cq M x r_ LLJ < X a: FLOOR ;2� 0- FL P E \Sl.1/ t SHEATHING i�,O 3 1 m LL- VALID ONLY VMEN 0 PROVIDE (3)2x4 _j SIGNATURE IS IN BLUE M LJj _71) SYP#2 POST DIRECTLY Gi 6x6 P.T. SYP#2 LUS210 EXISTING FLOOR FLOOR AND RAISM SEAL E� JC 2x6 SYP z POST. ATTACH HANGER JOIST LUS28 JOIST UNDER TRELLIS POST IIN* CH K) 57< V) POST TO FOUNDATION BLOCKING LUS28 5! HANGER REVIsia-s D_ATiE� #2 X XI I U- < WITH SIMPSON EPB44T NEW BEAM, BEAM, SEE BEAM, SEE PLAN I U-) C14 POSTBASE SEE PLAN PLAN SIM U-1 a_ U) X (n SIMPSON X CN 04 H2.5A X (3)2xlO SECTION 04 X << X U-) Uj SIM X C%4 -3 9-4 SYF?#2 POST rio SECTION SCALE: 3 SCALE: /4" V) I- EACH END OF BEAM, 0 SPIRAL STAIR POST UJ FASTEN TO FOUNDATION (2)1.75x9.25 LVL m //Ii 0_1N\ CENTERED ABOVE BEAM. wl SIMPSON LTT131 w/ FASTEN TO BEAM PER FIELD ALTERATION STEEL FLITCH X ui _j %" THREADED ROD EPDXIED z > MANUFACTURERS SPECS. NEW CONTRACTOR SHALL CONTACT LOU SEE DETAIL 9,7ST1.1 SIM _j HS H LE AD E R 4' MIN. PON1130'ASSOCLATE-5 PRIM TO F M)OFICATIONS WHICH MAY VARY C14 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCLMENTS ANY X -SEE DETAIL 14A/S2.1, FIELD ALTERNATIONS h4ADE PRIOR TO 04 X BEING APPROVED BY LOU PONTIGO& 04 FOR CONNECTION. ASSOCIATES MAY RESULT IN 11-11 ADDITIONAL ENGINEERING OR re) INSPECTION FEES. ALL HEADERS (3)2xl2 SYP#2 UPLIFT ANCHORING SYSTEM ARE H6; U.O.N. FOR INTERIOR & EXTERIOR 2x8 SYP#2 @ 16" O.C. ALL EXTERIOR WALLS AT e- ROOF BEARING WALLS SHALL ALL EXTERIOR WALLS AT THIS LEVEL ARE CONSTRUCTED L BE PER SCHEDULE 'B' U.O.N. THIS LEVEL ARE CONSTRUCTED UPLIFT ANCHORING SYSTEM OF 2x6 0 16" O.C. WALL OF 2x6 0 16" O.C. WALL FOR INTERIOR & EXTERIOR FRAMING.(U.0.N.). THIS WALL S1.1 H IML FRAMING.(U.O.N.). THIS WALL ROOF BEARING WALLS SHAL[_ FKAMING UUMPEILti W11 CONV. STRAPPING PER FRAMING COMPLIES WITH THE L/180 DEFLECTION CRITERIA DA UPLIFT SCHD. B IN DETAIL l/Sl.l BE PER SCHEDULE 'S' U.O.N. Flcl%>..rftjT FLOOR F11%j_%M1NG P N_ L/180 DEFLECTION CRITERIA FOR FLEXIBLE FINISHES. FOR FLEXIBLE FINISHES. IL LA SCALE: 3/16" = V-10" 1. SEE 4/S1.1 FOR HEADER SCHEDULE INFORMATION. Uj Uj2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (OTHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN OR IN HEADE� SCHEDULE). FASTEN BEAM TO Qq r--------------------------I VERY IMPORTANT NOTE Uj POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SMPSON FASTENERS MAY BE OMITTED I I I IF THE BEAM PASSES�BELOW THE CONTINUOUS DOUBLE TOP PLATES I, ND A THREADED ROD IS WITHIN 6' ZZ THE CONTRACTOR SHALL CONTACT no, I OF THE SUPPORT POST. ;z THE ENGINEER OF RECORD IMMEDIALTEY 0 AFTER COMPLETION OF THE TRELLIS DECK. n Uj 6 3.. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. AFTER BEING CONTACTED THE ENGINEER WILL INSPECT THE TRELLIS DECK TO 4. LOAD BEARING CORNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN 8/S2.1. LL. _j _j DETERMINE IF THE OVERALL STABILITY OF CL ;z .4( THE AS-BUILT DECK IS CONSISTENT WITH THE FACE OF BALLOON FRAMED WALL AND FASTEN TRUSS TOP LIJ 4C) 5. PLACE GABLE END TRUSS TO THE INTERIOR Z _j Loa DESIGN MODEL. AT THE DISCRETION OF THE __j & BOTTOM CHORDS TO BALLOON FRAMED WALL STUDS w/ (2)12d COMMON WIRE NAILS AT EA. STUD. o- a_ z < ,--d STRUCTURAL ENGINEER OF RECORD, ADDITIONAL FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END. CONVENTIONALLY STRAP WALL U.O.N. m V) Uj < LO TIME. V) EXISTING Uj 00 >: z C-) 104 Z STRUCTURE z < .......... . . E SHEET S1.2 & S1.3 FOR U_ 04 IRELLIS DECK DETAILS STUD WALL Uj FLOOR JOIST, SEE 0- Uj >- V) PLAN FULL DEPTH BLOCKING, WALL SHEATHING, I X FASTEN TO TOP PLATE 04 EXTENDED TO BOT. w/lOd TOENAIL @ 4" O.C. (3)1.75x9.25 LVL OF BEAM / L------- 7---------------- SIMPSON CS20 FLOOR STRAPS @ 32" O.C. SHEATHING 9 IIAI 1 1111 2-ROWS OF 2xlO SYP#2 THRU BOLTS SPACED ONV. STRAPPING PER 5 0 16" O.C. PROVIDE ALL HEADERS BLOCKING i LU 210 EXIS1,'ING FLOOR SCHD. B IN DETAIL l/Sl.l ARE H6; U.O.N. ADDITIONAL 4-BOLTS HA ER JOIST MOR Ll EACH END BEAM, SEE HEADER, SEE NEW B�AM, PLAN PLAN SEE PLAN (2))�%9" A36 SHEET INDID( MUSS PLACEMENT PLAN SIMPSON STEEL PLATES SO.0 & FOUNDATION PLAN H2.5A si.i FRST & SECOND FLOOR IF r7� SECTI ON FLITCH BEAM E) A FRAMING PLAN 7 SECOND FLOOR F11%j_%M1NG PLAN S1.2 TRELLIS DECK PLAN SCALE: 3/4 1 0" a SCALE: 3/16" = l'-O#' S1.3 TRELLIS DECK ELEVATION S2.0 GENERAL SPECS. FRAMED WALL HEADER SCHEDULE S2.1 SM. FRAMING DETAILS UPLIFT ANCHORING SYSTEM DETAILS AND SCHEDULES TYPICAL TRUSS CONNECTORS SUPPORT AND UPLIFT SCHED. (A SHEARWALL SHEATHING NAILING FRAMING LEGEND UPLIFT FULL HEIGHT ANCHOR SPACING CONVENTIONAL STRAPPING AND SPACING SCHEDULE CONNECTION TO: USP/SIMPSON QUICK-TIE UPUFT BRG. MEMBER NODE SUPPORT UPUFT CONNECTION SYMBOL HEADER SIZE MAX. SPAN JACK (U.O.N) KING (U.O.N) SW-1: 8d COMMON WIRE 3" D.C. EDGE & 6" O.C. FIELD INTERIOR LOAD BEARING WALL SCHEDULE SW-2: USE SW-1 NAILING, SHEATH STUDS BOTH SIDES TYPE OUICK-TIE THREADED ROD CONNECTOR A& CONNECTOR a CONNECTOR CC CONNECTOR [a CONNECTOR EL CONNECTOR EE (I)H2.5 < 600 H6 (2)2x6 4'-4- 1 1 SW-3: 8d COMMON WIRE 6* O.C. FIELD AND EDGE (ALL EXT. WALLS) CONVENTIONAL STRAPPING DETAIL CABLE X-BRACE, SEE 7/SO.O - (I)H8 (I)HA4 < 620 H8 (2)2x8 2 1. PROVIDE w/ 2x BLOCKING AT ALL PANEL EDGES. EXT. 8-0" O.C. 6'-8" D.C. MSTA24 < 6' LTT20B < 6 CS20 < 6' A INT. **8'-0* O.C. 4'-6" O.C. LSTA12 0 32" CS20 0 32* SP1 0 16" (2)MSTA24 < 12' HTT16 < 12' (2)CS20 < 12' ONE-STORY MULTI-STORY CONNECTOR FF DBL TOP PLATE (1)MTS12 (2)HA4 < 945 H10 (2)2xIO 8'-4- 1 3 UPLIFT UPLIFT SCHEDULE DESIGNATION, DO NOT SCALE DMENSIONS FROM 2nd LVL KING STUDS 9R 2. PROVIDE STUD CONFIGURATION PER 8/S2.1 AT EACH END OF SHEARWALL. SEE UPLIFT ANCHORING SCHEDULE EXT. 5*-6" D.C. 6'-8* O.C. LSTA12 0 16" CS20 0 32* Spi 0 16* MSTA24 < 4' LTT20B < 4' CS20 < 4' ROOF TRUSS TO Ist LVL FRAMING. HEADER (1)HTS16 (2)HA4 < 1255 H12 (2)2xI2 10'-4 2 3 KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. SCHED. 'k THIS SHEET. THESE DRAWINGS IF A DIMENSION 5 INT. **6'-6* O.C. 4'-0" D.C. (2)MStA24 < 9' HTT16 < 9' (2)CS20 < 8 OR UNCLEAR REFER TO THE W/ UPLIFT CONNECTOR (2)MTS12 (2)MTS12 < 1890 H9.25 (2)9.25- LVL PER PLAN 2 3 SHEARWALL SEGMENT. IF HITECTURAL DRAWINGS Olt -a POST 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/S2.1 sw-# Sw- k11'_ARC CONTACT THE E.O.R. 'C' EXT. 4'-0" O.C. 5'-4* O.C. HIS 0 16* CS20 0 16" LTT20B 0 32" MSTA24 < 3' LTT20B < 3' CS20 < 3' CONNECTOR I 2nd LVL WALL (2)HTS16 (2)HTS16 < 2510* H11.88 (2)11.88- LVL PER PLAN 2 1 3 1 A', SEE 5/S2.1 FOR THE INT. *4'-6* O.C. 4'-0* D.C. (2)MstA24 < 6' HTT16 < 6' (2)CS20 < 6' STUDS TO 1st 4. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION A' CONNECTION. LVIL WALL STUDS (2)HTS20+ (2)HTS24+ H14* (2)14- LVL PER PLAN 3- 30 PERPENDICULAR TO WALL STUDS. PLAN NAME I EXT. 3'-0" 0.C. MSfA24 < 3' LTT20B < 3' PROVIDE SOLID I < 4400** BUILT-UP POST IN THE WALL 1 (2)MSTA24 < 6' HTT16 < 6' (2)CS16 < A BLJINC BETWEEN\� OR FRAMING X H160 (2)16- LVL PER PLAN 3- 1336 BEACH AVE 'D' 4'-6" O.C. H6+H2.5T 0 16" CS16 0 16' LTT20B 0 16" CS16 < 3' CONNECTOR (2)MTS1 2 (2)M TS1 2 ALL EXTERIOR WALLS ARE SW-3, UON. INT. *3'-6* O.C. 4'-0" O.C. ..... FLOORS. ROOF TRUSS, SEE PLAN AND PROVIDE OT OR 1/200 ROD ADJ. TO CONNECTORS SEE I O/S2.1 FOR GARAGE JACK AND KING REOUIREMENTS. KEYED PLAN NOTE DESIGN/DRAWNICHECKED UPLIFT SCH I EDULE AT RIGHT. PROVIDE (2)1/2*0 OR 6/8*0 ROD OR (2)QT OR QT3 AOB / CS /LAP (�) SOLE PLATE ANCHORS SHEARWALL END ANCHORING NODE OF BEARING FRAMING ADJ. TO CONNECTORS. DATE PROVIDE 18" Ig CS20 5-10d TO STRAPS APPROX. EQ. CONNECTOR AA TOP PLATE DBL TOP PLATE NOTE: TRUSS CONNECTIONS SHOWN ON PLAN HALL SPACED BETWEEN WALL TYPES SYMBOL ADJACENT ANCHORS. 5"10d TO TO WALL STUD. HEADER. S E PLAN. SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, SPACING ""'W. & <96 SPACING <48* ALL LEVELS ALL LEVELS 1ST LEVEL UPPER LEVEL HEADER SIZE. JACK AND KING SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH 1-16-1/2 SCALE STUD OUANTITY. INDICATES ONE STRAP HEADER STUD CONNECTOR DO --- TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, SW-1 (INT. OR EXT. WALL) 3 1 SW-1 OT3 OR (2)QT 1/8"o OR (2)/2"0 HTT22 (3)CS16 AS NOTED BETWEEN ANCHORS HEADER To 6 4 INDICATES TWO STRAPS NAYSTEM O.C. SPACIN.ISEE OVtE T H 1 0 16" D.C. PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FRON SW-2 (INT. OR EXT. WALL) 2 SW-2 OT3 (2),'/,,-o HHDO1 1 HHDO1 1 JACK S LID SW-3 OR EXT. WALL 1 1 0 HTT22 JOB NO. C'A nTWrP SW_3 QT HTT16 BETWEEN ANCHORS N/A '/2"0 (2)CS16 ADDITIONAL STRAPPING AT INT. BRG. WALL (NON-SW) N/A N/A CONNECTOR FIF LOADING CHART NOTE: TYPICAL SUPPORT NOTES: INTERIOR BEARING WALL ------4------- THESE BEARING NODES CORRELATE WITH THE TRUSS 1. SUPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE 1. SOLE PLATE ANCHORS SHALL 13E 1/2"ox6" Ig (MIN. 31/2" EMBED.) w/ 1. INSTALL SHEARWALL ANCHORS EACH END OF SHEARWALL. LSTA12 DETAIL ROUGH OPENING SEE ARCH. KING STUD TO PROFILES AND HAVE BEEN RE-LABELED AS A,B,C.D,.... MINIMUM AND MAY BE INCREASED TO CORRESPOND NTH C HTT16 SHEET HOW TO SELECT UPLIFT ANCHORJNG SYSTEM: OUR ENGINEERING ALLOWS THE FLEXIBILITY FOUNDATION. FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE STUD WALL SIZE SELECTED. 11/2*0x'/8' PLATE WASHERS; DRILLED & EPDXIED OR '/2*0 SIMPSON HD w/ 6* 2. SEE TYPICAL SHEARWALL ELEVATIONS ON 7/S2.1. EMBED. HTT22 TO POST PLUS ADJACENT 6' CONNECTOR CC TRUSS ENGINEERING HAVE BEEN DISREGARDED. OF INSTALLING ANY OF THREE (3) UPLIFT ANCHORING SYSTEMS. THE CONTRACTOR MAY CHOOSEI TO INSTALL EITHER QUICK TIE 1st LVL WALL 2. ALL MULTI-PLY TRUSSES AND BEAMS, PROVIDE A 2. IF WALL SEGMENT IS CONVENTIONALLY STRAPPED. PROVIDE SOLE PLATE FULL HT. ANCHOR. S191 THREADED RODS OR CONVENTIONAL STRAPPING, FURTHER, CONVENTIONAL STRAPPING MAY 13E �SED IN CONJUNCTION WITH 11 I[A STUD TO SILL BUILT-UP POST COMPOSED OF MULTIPLE WALL STUDS ANCHORS AT 24" O.C. THE OTHER SYSTEMS, WHERE A FULL HEIGHT ANCHOR IS NOT POSSIBLE. THE CONVENTIONAL STRAPPING MAY BE EITHER FULL HT ANCHOR PLATE EQUAL TO THE NUMBER OF TRUSS OR BEAM PLYS. (UON) \,.. SHEET 2 OF 6 AS MANUFACTURED BY SIMPSON, USP OR QUICK TIE; SEE APPROVED CONNECTOR SCHEDULE ON SO.D. S:-'E 4/S2.0 FOR SILL ATTACHMENT! X I r X t � A 2—%" THRU BOLTS SIMPSON A35 w/ NUT & WASHER, Lou Pontigo and j ANGLE, INSIDE TYPICAL Associates, Inc. OF BEAM, TYPICAL AT CORNERS 496 Osceola Avenue Jax. Beach. Florida 32250 i Ph.242-0908 Fax.241-9557 F L:CA#8344 SO CA#3579 CONTACT US WITH YOUR COK*,*X S CONVAENTSOLP A.COM [\- 2x12 P.T. SYP#2 �, BEAM, TYPICAL FUI A , I7 �?60 E IC6at % DEC,'.1,1 20 7 t FL I' E '�`b�° 3 311 2-%" THRU BOLTS w/ NUT & WASHER, VALID ONLY WHEN TYPICAL 5x5 P.T. SYP#2 S� ��S I �M POST, TYPICAL AND REVISIONS DATE cL1 � t 5x5 P.T. SYP#2 POST SHAVED FROM 8x8 POST. 8x8 SYP#' P.T. POST, TYP. FIELD ALTERATION CONTRACTOR SHALLCONTACT LOU PONT100 8 ASSOCWTES PRIOR TO MAKING ANY STRUL11U RAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL go—off " COI.ST^R:IC'iSON DOCi�'T' StS.Ai."t' FEW ALTERNATIONS MADE PRIOR TO 41-6* BEING APPROVED BY LOU PONMW I} ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 8x8 POST LAYOUT '- 1 POST LAYOUT TRELLIS DECK SECTION AT S1.2 SCALE: 3/4., = 1'_0» ELEVATION 7'--4„ 2 BEAM LAYOUT S1.2 SCALE: 3/4" = 1'-0>, W 2x8 P.T. SYP#2, LU > BEAM TYP. —�'� Uj 2x8 P.T. SYP#2, JOIST TYP. 7m ! r U 2--%" THRU BOLTS Ln w/ NUT & WASHER, 2-%" THRU BOLTS TYPICAL Uj w/ NUT & WASHER, TYPICAL LL m (2)2x12 P.T. SYP 4 -. m 2 S1 48" STRAP SIMPSON A35 5x5 P.T. SYP#2 ANGLE, INSIDE 5x5 P.T. SYP#2 POST, TYPICAL OF BEAM, TY ICAL ST, TYPICAL N_ H ( 2x1 2 P.T. SYP#2 2x P.1. DoDo SYP#2, T cv SHEET INDEX cc SQ O TRUSS PLACEMENT PLAN & FOUNDATION PLAN S1.i FIRST & SECOND FLOOR FRAMING PLAN LL S1.2 TRELLIS DECK PLAN 5-1Od S1.3 TRELLIS DECK ELEVATION TOENAILS, 2-5/s" THRU BOLTS 52.0 GENERAL SPECS. 00 TYPICAL w/ NUT & WASHER, S2.1 STD. FRAMING DETAILS TYPICAL DO NOT SCALE DNMENSIOr5 FROM THESE DRAWINGS.IF A DIMENSION 5 UNCLEAR REFER TO THE TRELLIS DECK SECTION AT I�CONTACT DRAWINGS DR CONTACT THE EO.R i ELEVATION 11 '-3Y4" PLANNA,�E TRELLIS DECK SECTION AT 1336 BEACH AVE 7 , / $C JOIST LAY --ELEVATION 8 - J 4" j 4 B EAM DES lG N/DRAW N/CH ECKED ++ �+ A06 CS LAP S1.2 SCALE: 3/4 = —0 r7� BEAM LA -4, U DATE S1.2 SCALE: 3/4" = 1,_0» tt.3o.o� SCALE of AS NOTED JOB NO. s r SHEET S192 / /j SHEET 3 OF 6 I 4 A, tr f , Lou Pontigo and Associates. Inc. 496 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 F L.:CA#8344 SC:CA#3579 j CONTACT US WITH YOUR CONVENTS COhANIENi TS®LP-ACOM J t 4 , LU I S A 72b DEC" f,6 0 o FL PEi', N��S3311 O o O l/ O yy�-J SIGNATURE IS iN BLUE we AND wvSED SEAL SEE DETAIL 2/S1.3 FOR ^ THREADE OD w/ � o , ' TURNBUCKLE, :*A(:H SIDE CROS BRACING DETAIL m REVISIONS DATE OF TRELLIS D K, AS Z 0 SHOWN , o o o w LL. 1 O @ CL o O OLLj a FIELD ALTERATION 0 N CONTRACTOR SHALL CONTACT LOU o � 0 ~ Q KdAKING W S'i Rw r URAL FEED PONT'IGO @ ASSOCIATES PRIOR TO GAJ Z MODIFICATIONS WHICH MAY VARY U FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY � Z O FEW ALTERNATIONS MADE PRIOR.TO BEING APPROVED BY LOU PONTIGO @ V THRU BLOTS, ASSOCIATES MAY RESULT " ,�, ArWNALENGINEERMJGOR EDGE of VERY IMPORTANT NOTE Q o HOUSE a w INSPECTION FEES. TYPICAL DDW THE CONTRACTOR SHALL CONTACT x ao m THE ENGINEER OF RECORD IMMEDIALTEY li' ° J AFTER COMPLETION OF THE TRELLIS DECK. _ %" THREADED AFTER BEING CONTACTED THE ENGINEER40—, ROD WILL INSPECT THE TRELLIS DECK TO "' z o DETERMINE IF THE OVERALL STABILITY OF THE AS—BUILT DECK IS CONSISTENT WITH THE DESIGN MODEL. AT THE DISCRETION OF THE M NOTE: STRUCTURAL ENGINEER OF RECORD, ADDITIONAL00 SECURE CROSS BRACE TO POST BRACING SYSTEM MAY BE REQUIRED, AT THAT Y4' USING 5/s" THRU BOLT WITH NUT TIME. AND WASHER TTy s W FASTEN TREL IS POST TO EXISTIN EAM Y2"x5"x4" STEEL / BLOCKING B L W w/ FASTEN TRELLIS POST 3/4„ DIA. PLATE w 4—TS22 SIMPS N TWIST TO EXISTING BEAM/ HOLE Q S RAPS BLOCKING BELOW w/ f 4—TS22 SIMPSON TWIST 2 CROSS BRACING DETAIL CL STRAPS 4 S1.3 EXISTING FLOOR JOIST Uj CO 1 j I I l PROVIDE 2x12 SYP#2 EXISTING FLOOR 3-2x12 SYP#2 BLOCKING (1'-0” LONG), JOIST m BLOCKING DIRECTLY I STRAP BLOCKING FASTENED TO THE EXISTING UNDER TRELLIS POST TO POST BELOW w/ FLITCH BEAM w/3—ROWS OF 4—CS16x24" STRAPS 10d NAILS SPACED AT 3" O.C. �� ! i PROVIDE 3.2x4 SYP#2 POST DIRECTLY BENEATH TRELLIS POST POST, F BEYOND I SHEET INDEX SO.0 TRUSS PLACEMENT PLAN & FOUNDATION PLAN y S1.1 FIRST & SECOND FLOOR FRAMING PLAN ' SIMPSON HTT16 s1.2 TRELLIS DECK PLAN w/%" THREADED ROD 51.3 TRELLIS DECK ELEVATION , EPDXIED 3Y2" MIN. $2.0 GENERAL SPECS. S2.1 STD. FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION S a 41 Q ARCHITECTURAL DRAWINGS OR UNCLEAR REFER TO THE /i CONTACT THE E.O.R. a• '. 4. A. PLAN NAME a• a 71336 BEACH AVE FOOTING REPAIR, a a DESIGN/DRAWN/CHECKED SEE DETAIL 3/SO.0 AOB cs IAP DATE ELEVATI O ,,.3 .07 SCALE S1.3 A SCALE: 3/4" = 1'-0" J NOTED OB NO. SHEET S103 SHEET 4 OF 6 DESIGN SPECIFICATIONS: QUICK TIE CONNECTORS, UPLIFT, AND FASTENERS a. UPLIFT ROOF SHEATHING, SEE < DESIGN CODID- 2004 FLORIDA BUILDING CODE - RESIDENTIAL W/ VAND LOADING - ASCE 7/02 FOR WIND UPLIFT. CONNECTOR SIMPSON ALT. FASTENERS SPECIFICATIONS BELOW. 2006 SUPPLEMENTS TRUSSES SHALL BE'DESIGNED WITH A MIN. DEAD LOAD SYP SPIF In 2x6 SYP#2 BLOCKING BETWEEN CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM PRE-ENGINEERED WOOD .2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP f DESIGN LOADS: ACTUAL AND UNIFORM CHORD. REACTIONS I CALCULATED FOR THE BEARING HA4 660 528 H3 9-10dxll/20 ROOF TRUSSES. CONVENTIONAL CONVEN71ONAL FASTENED TO TOP PLATE w/ 10d 0 4" O.C. BQQF- FLOOR POINTS OF ROOF TRUSSES SHALL BE REDUCED IN UPLIFTCONNECTOR 2x4 SYP#2 DIA. & HORIZ. STRAPPING IF FULL STRAPPING IF FULL PLATE w/ 10d 0 3" O.C. ACCORDANCE w/ FBC SECTION 1605.3.1-1. MTS12 945 870 MTS12 14-10dxl'/2' BRACING 0 24" O.C. BETWEEN rHEIGHT ANCHORING rHEIGHT ANCHORING ROOF LOADING (cd=1.25) (cd=1.00) SPECIFICALLY. ATTIC FLOOR LIVE LOADS COMBINED OUTER WALL & FIRST INTERIOR SYSTEM IS NOT USED. SYSTEM IS NOT USED. TOP CHORD LIVE LOAD 20 psf 40 PSI` WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 HTS16 1255 1255 HTS16 22-10dxl'/2* 2x SPF BLOCKING SHEATHING MAY TRUSS. TOE NAIL EACH END w/ 7 psf (ARCH SHINCLES) 10 PSf I Lou Pontigo M TOP CHORD DEAD LOAD WHEN COMBINED w/ DEAD LOAD. RIPPED TO FIT TERMINATE AT 4-0.13lx3" NAILS (TYP) FLOOR SHEATHING, Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 0 Psf MS36 1835 1468 MSTA36 26-l0dxl'4" TOP OF DBL. TOP SEE SPECIFICATIONS BOTTOM CHORD LIVE LOAD 10 psf 5 psf DRYWALL CEILING AND WITH GAP SHOWN BOTTOM CHORD DEAD LOAD 5 psf MUCTION CRI[TERIft I PLATE. BE LOW Iz ROOF FRAMING' LIVE LOAD L/240 TOTAL LOAD L/180 LS18 1005 804 LSTA18 14-10dxl'/2" AT PART. ENC ------ 496 Osceola Avenue BUILDINGS, BOTTOM FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 #-oft CHORD BRACING PER HEEL < 1 H SHEATHING. jax. Beach. Florida 32250 CS16 1830 1464 CS16 28-1 OdX1 1/," I CONT. RIBBON SEE SPECIFICATIONS Ph.242-0908 Fax.241-9557 TRUSS ENGINEERING. BELOW q l. I MS24 1270 1016 MSTA24 18-10dxl'/2* CONVENTIONAL STRAPING 7 1 q'\\N I BOARD (TYP) F L CA#8344 SC-CA#3579 MATEMAL SPECIRCAMONS: FLOOR TRUSSES HEADER & SUPPORT SEE LEFT POST, PER PLAN. CONTACT US WITH%QW9 92dhdtM- OLP SC35 295 236 A35 12-10dxl'/20 FULL HT. ANCHOR SYSTEM FOR INFO. OR JOiST.4/-b8d7- I CCXV#.AEN`rS@Lp-A f-r%kA CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 241 DAYS NOT SHOWN --: I FLOOR TRUSSESJ i SC35F 500 400 A35F 12-10dxll/x* IMICAL CONNEQTIQN CEILING LINE' I CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE NTH ASTM C 90 AND SHALL HAVE A I OR JOIST. MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN LS12 715 572 LSTA12 10-8dxCOM. ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINAIION WITH TYPE M OR S MORTAR PROVIDES A DESIGN WALL FRAMING-/ WALL FRAMING PARALLEL PERPENDICULAR HEADES COMPRESSIVE STRENGTH (rm) OF 1500 PSI. QGT 2217 1773 18-10dxll/2* ROOF SHEATHING SPECIFICATIONS., TO WALL TO WALL END L U I' .1A/P ON T 11 P E LXIMUM COURSE AGGREGATE SIZE S&NOIL- MIN. 7/le", 24/16, APA RATED OSS OR GROUT- THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A SI AT 28 QGT2 4050 3240 30-16d PLYWOOD SHEATHING, NAILED w/ 0.113x2* RING OF % PLACED AT AN B" TO ll* SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 P SHANK NAILS 0 6" D.C. EDGE & 6" D.C. FIELD (AT SHEATHING VERT. PARALLEL PERPENDICULAR E!ORCH SHEATHING SUCIFICA-nobmL bc 30-16d XTEND 0 1007 DAYS MEN TESTED IN ACCORDANCE WITH ASTM C 1019. DS DECREASE EDGE NAIL SPACING TO 4* QHD2 4050 3240 GABLE EN tO TOP OFTRUSS AS SHOWN. '/2" GYPSUM (WATER PROOF) GREEN BOARD. w/ 5d COOLER NAILS a 6" O.C. EDGE AND FIELD 5/ "0 A304 ROD O.C. WITHIN 4'-0* OF ROOF EDGE). PROVIDE 2x4 BLOCKING (OR GREATER) OSI3 OR PLYWOOD. w/ 8d COMMON NAILS 0 6" O.C. EDGE AND F ELD REINFORCING STER. SHALL BE ASTM A615. GRADE 40. 1 AT HORIZONTAL JOINTS. FLOOR SHEATHING SPECIFICATIONS I FL3 Nq 5 3 3 1 1 USP/SIMPSON CONNECTORS, UPLIFT, AND FASTENERS BLfr- - MIN. 15/32" 32/16, APA RATED PLYWOOD,, 23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND i STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. SHEATHING, NAILED w/ 0.113x2* RING SHANK 0 6 HEEL �� 1'-0 NAIL NTH 10d COMMON 0 6" O.C. EDGE & FIELD VAL6 ONLY WH15N O.C. EDGE & 6- O.C. FIELD (AT GABLE ENDS SIGIs-LATURE 15 IN BLUE M WELDED WIRE FABRIC (WWF). SHALL BE ASTM A185. I CONNECTOR UPLIFT FASTENERS CODE DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN -.73� PO ANDRAISEDSEAL ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR AStM F 1554 GRADE 36. 4'-0" OF ROOF EDGE). f RCH SHEATHING CONNECTION I A35 450 1 450 12-Bdxl /00-1""\ RWF TRUSS CONNEC710N /07""\ FLOOR TRUSS AT WALL FRAMING -w`**\ ED 709 w/ A MIN. BREAKING STRENGTH OF 7,000lbs. & V2 FL474.4 1�.S2.0 DATE QT WIRE ROPF-' '/."o & 3/0*0, GALVANIZED "AIRCRAFT" DESIGN 14.000lbs. RESPECTFULLY. \ll- WASHERS* SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE 8). H2.5A 600 520 5-8d EA. END FL503.5 4-16d EA. SIDE OF FASTEN ALL TOP PLATES TOGETHER 2x4 SYP#2 DBL TOP PLATE f H8 620 530 5-10dxl.5" EA. END FL1423.7 IMCAL STUD NAIUNG.0.13lx3" END NAILS: ICAL HEADER NAILIN O.l3lX3* TOE NAILS PLATE BREAK�\ w/ (2) ROWS OF .13lx3 0 12" O.C. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. MTS12 1000 860 7-10dxl'/20 EA. END FL474.325 (2) 0 2x4, (3) 0 2x6, (4) 0 2x8. 2X6, 2xB = (4) NAILS �STAGGARD. TYPICAL SHEATHING. 9" LVL. 11" LVL, 2xlO. 2x12 = (6) NAILS 2x4 SPF#2 STUDS ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL NSTALLATION ONLY): FL538.9 6"MAX. 6"MAX. SYP#2 DBL 14- LVL, 14- LVL - (8) NAILS SYP#2 HEADER, 4'-0' LN. AT 16' D.C. (TYP) HTS20 1450 1245 1 24-10dxl'/2* EA. END TOP PLA f-PER PLANS 1 11 11 1 QUICK TIE, PRODUCTS: '01000' FAST CURE EPDXY I , MSTA24 1765 127019-10d EA. END FL1901.57 FASTEN ROOF TRUSS w/ 2x4 SYP02 SCAB TIE CO: 'Ar ACRYLIC-TIE FAST CURE EPDXY UPLIFT CONN. LONG ENOUGH--_ all BELOW BOTTOM SIMPSON STRONG- MSTA36 2050 1870 13-10d EA. END FL1901-59 TO ENGAGE STUDS. PLATE FACE-NAIL TO -RATED SHEATHING TO METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALLI BE GALVANIZED. I TRUSS TOP CHORD] RUN CONTINUOUSLY TO FELD ALTERATION SHEATHING SEECIFICATION w/ 12d NAILS 0 3* INSIDg FACE OF CHIMNEY 9-10d EA- END FL1901.61 INSTALL ADDITIONAL- N O.C. (TYP EA. SIDE) FF&MING. (TYP) CONTRACTOR SHALL CONTACT LOU MSTAM24 1465 1270 1 PONTIGO&ASSOCIATES PRIOR TO 5-/,-x2-/, TITENS FULL HT ANCHORS. FSEE DETAIL 13/S2.1 FOR BOX GIRTS REQUIRED BETWEE MIN, 7&", 24/16, APA RATED OSB OR I ><I low K4AKJNG ANY STRLICTURAL FELD CONSTRUCTION SPECIFICATIONS': WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. PLYWOOD SHEATHING, NAILED w/ 8d p--- :-L- 10 tj 1000111FICATIONS WHICH MAY VARY FL1901.67 41 FRDM THE INTENT OF THE ORIGINAL 5660 5660 38-16d EA. END COMMON WIRE AT 6" O.C. EDGE AND 6* J I - ------- CONTI RRUCTION D0CLW0,-ANY FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. A SOILS INVES11GATION REPORT IS RECOMMENDED ------ O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL FEI n ALTERNATIONS h4AOE PRIM TO TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE 22-10d TO TRUSS FL1423.15 JOINTS. AT WALLS WITH STUCCO FINISH. ROOF TRUSS BBM APPROVED BY LOU PONTIGO 5 SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR MGT 3965 3330 E-1/2-0 ROD TO FTG. DROPPED HEAD/ PANELS SHALL BE ORIENTED LONG ELEYATION A ASSOCIATES MAY RESULT IN DIRECTION PERPENDICULAR TO WALL STUDS. ADDITIONAL ENG04EERM Oft 0 IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS -- FASTEN (2) MSTA36 AT IF HIGH SIDE OF WALL INSPECTION FPS REINFORCING SHALL BE 3" IN F001INGS AND MESH SHALL BE CENTERE ERPENDICULAR DS/,x3" TO TRUSS/BEAM INSIDE FACE OF SHEARWALL- IS A SHEARWALL, INSTALL ROUGH DROPPED HEAD MINIMUM FASTENER E.E. (2)2x4 SYP#2vBLOCKING BELOW PLATE PROVIDE #3 0 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF P PHD5 4685 4380 FL503.26 OPENING OR SILL PLATES LTOE-NAIL To TRUSS TOP CHORD WITH CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. '0 ROD TO FTC. OR BEND AROUND ENDS AT DBL. 2x BLOCKING IN 4 4*-4" (1)2X4 SPF #2 (4)12d TOE NAILS 4-12d NAILS EACH END (TYP EA. SIDE) i NON-SHEARWALL. FIRST (2) STUDS SPACES REINFORCED CONCRETE- DESIGN D PER ACI 318 LATEST EDITION. ec = 2500 PSI. (COMP RESSIVE STRENGTHS) U.O.N. 18-16d TO TRUSS/BEAM ic 6'-4" (2)2x4 SPF #2 (I)A34-+ (2)12d TOE NAILS LILL HEIGH� ANCHORI G iv HTT16 3480 30801 FL503.20 1V 14 8*-4"1 (3)2X4 SYP #2 1(1)A34 + (6)12d TOE NAILS SYSTEM, SEE SCHEDULE MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E. E GRADE N-1 HOLLOW CONCRETE I-5/8'0 ROD TO FTG. i MASONRY UNITS NTH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. 32-16d To TRUSS/BEAM 1-C 12'-O*l (3)2x6 SYP #2 1(2)A35 + (6)12d TOE NAILS 0 /S - ------ I FL503.21 JACK AND KING ST IDS, CONTAINING VERTICAL REINFORCEMENT NTH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN HTT22 5250 4670 27T T77 GROUT AH CELLS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL 1-5/,*o ROD TO FTG. 41 PER HEADER SCHEDULE --� REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ROUGH OPENING, PER PLAN AILING 0 1310" TOE NAILS: EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WTH - #4 0 4'-0- O.C. MAX. AND AT EACH CORNER, WALL END, 20-SDS/,x3' To TRUSS/BEAM I - L(3 I (2)2x4 SYP#2 BLOCKING AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS HDQ8 8325 7210 1-7/.*o ROD TO FTG. FL1463.25 I I i ) 0 2x4, (4) 0 2x6, (5) 0 2x8. BELOW PLATE TOE-NAIL TO SOLE PLATE ANCHORING, PT. STP#2 2x4 SYP#2 SCAB BELOW TRUSS TOP CHORD NTH MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE). AND 6-10d TO HEADER PER SCHEDULE ON I/Sl.l. SOLE PLATE SILL PLATES- BOTTOM PLATE FACE-NAIL 4-12d NAILS EACH END VERTICAL REINF. SHALL BE INCREASED AS NOTED ON l/Sl.O. UNLESS NOTED OTHERWISE4 LAP JOINT REINFORCING SHALL BE LUS28 930 780 10d TO JOIST FL474.28 A TO TRUSS TOP CHORD w/ EA. SIDE) BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR A MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD A A 12d NAILS 0 3' D.C. (TYP (TYP BE NOTIFIED. I 14-16d TO HEADER I EA. SIDE) HU410 905 785 FL5808-84 FOUNDATION, SEE PLAN U OR SOIL SHALL BE F WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE 16-16d TO JOIST :02 L�:L- PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT FL474.21 OWS j "0 THREADED ROD ANCHOR BOLT /-/ m I I EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN WIND 8 RATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF ABU44 2200 Is/.-o ROD / 12-16d V2 FROM SOLE Ln -'MIN'- PLATE BREAK PLAN LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BO < 4'-4" (1) ANCHOR 'OR < 8'-4" - (2) ANCHORS OR <12'-4" - (3) ANCHORS 11/2" PLATE WASHER Q&FULL HT. ANCHOR MAX. V) HOWEVER, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ASU66 2300 15/,-0 ROD w/ 12-16d FL1 725.1 /00`�4 TYRICAL WALL FRAMING z TOP OF ROOF ATTACHMENT LS SHALL BE 12 BAR DIAMETER MINIMUM, PA51 1690 9-16d (EMBED ANCHOR) FL474.335 ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO VS2.Oj 1. REFER TO Sl.l FOR MINIMUM EXTERIOR BEARING WALL SCHEDULE. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWE R FOR ALL WALLS. HOLES SHALL BE V." LARGER THAN REBAR SIX AND '/a" LARGER THAN THREADED ROD SIZE. (I.I.O.N.) FL402.3 ROOF OR FLOOR BEARING ELEVATION, U.O.N.. ON PLAN. 2. USE SPF#2 OR BETTE SET SIMPSON EPDXY-T)E 0 SHEATHING SPECIRCA71ONS- LTT20B 1750 1675 10-16d TO STUD/BEAM/POST FL474.264 �FUTCH BEAM: HIOF OR H12F. 1/2* CDX PLYWOOD FLITCH. FASTEN w/ CONSTRUCTION ADHESIVE AND NAILED. FASTEN (2) 2x4 EXT. STUDS TO OD SHEATHING, NAILED Y/ O.lI3x2" RING SHANK NAILS 0 HEADER BELOW w/ (2) CS20 STRAPS-\ SHINGLE ROOF MIN. %6% 24/16. APA RATED OS8 OR PLYWO 1-1/2"o ROE) TO FTG. 2 PLY 3 PLY 4 PLY PARALLAM 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL iSPACING TO 4" D.C. WITHIN 4'-0" -\ 4 BEAM. BEAM. PSL BEAM, 9-8d NAILS EA END. (TYP. EA. END) LSTA12 805 695 10-10d FL1901.30 BEAM. (3) ROWS 5/s*0 PER PLAN. OF ROOF EDGE). HEX HEAD THRU TILE ROOF MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2m RING SHANK 0 6" O.C. EDGE CS16 1705113-8d FL1901.30 04 BOLTS w/ HEX PACING TO 4" O.C. WITHIN 4'-0* OF ROOF NUTS & WASHERS Z& & 6- O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL S AT 24" O.C. FASTEN (2) 2x4 EXT. ATIONS 31 (2) 2x HEADER (2) 2x HEADER R EDGE). % BRICK LINTEL SCHEDULE & MISC- BRICK SPECJFIC STUDS TO HEADER F EN MULTI-PLY WALL MIN. 7&". 24/16, APA RATED OSB OR PLYWOOD SHEATH I STRAPS 9-8d NAILS /S2.0 INC, NAILED I/ 8d COMMON "RE AT 6- O.C. BELOW wl (2) CS20 STUD, PER 5 (2) ROWS 5/4"0 HEX 31 2x SPF DIAGONAL (BOTH ENDS)TYP. LOCKING AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, (2) ROWS I 6d (3) ROWS 16d I Um EDGE AND 6" D.C. FIELD. PROVIDE 2x4 B LINTEL DIMENSION MIN. BRG. MAX. SPAN HEADTHRU BOLTS EA END. (TYP.) PANELS SHALL BE ORIENTED LONG DIRECTION PERPENDICULAR TO WALL,� STUDS. �i COMMON NRE COMMON WIRE w/ HEX NUTS & BLOCKING FASTENED AT 12' D.C. AT 12" D.C. w/ 3-0.131*0" EA.'-�'- SHEATHING MAY �OMMON 0 6" O.C. EDGE & FIELD 4' 6'-0' EA. SIDE. EA. SIDE. WASHERS 0 24* O.C. END TYPICAL. EXTEND 2" PAST FLOOR 23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d L4x3V2"X'/1 6- 80-0- U BLOCKING-WINDOW 2x SPF DIAGONAL 1(2)2x6 HDR. AT MAIN 3/, " WIDE MULTI-PLY ATTACHMENTS MUST TYPICAL ELEV. OF TOP PLATE HOUSE 6' io*-o* BLOCKING FASTENED PORCH 1/2" GYPSUM (WATER PROOF) GREEN BOARD, wl 5d COOLER NAILS 0 0" O.C. EDGE AND FIELD L5x3/2*X'I- ly," WIDE MULTI-PLY LVL ANCHOR INTO 2x SHEATHING. FASTEN TO STUDS EXTERIOR Uj 3/,,' (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6- O.q. EDGE AND FIELD 6. PARALLAM BEAM wl 3-0.131*x3" WITH UC26-2 12-0. MATERIAL. >< WALL. I I EA, END TYPICAL HANGER (TYP.) [III HARDIPANEL USE 5/16- HARDIPANEL SHEATHING FASTE�ED WITH 6d COMMON NAILS OR 60 - 1/2" 11/2" j WHERE HARDIPANEL SHOWN 11/20 (3) ROW OF 10d HEAD PLATES AND SHEATHING llgO. 11/2"Ig GALV. ROOFING NAILS 0 6* D.C. EDGES & FIELD. IF SW-111 IS SHOWN. PROVIDE WOOD PANEL I I FASTENERS, PER 4/S2.0. SHEATHING AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL 1. STEEL UNTELS TO BE MINIMAL 36* LINTEL MUST HAVE CORROSION NAILS 0 8" O.C. (2)2x MIN. < 4-2m IF MORE V) BLOCKING AT 48" MAX RESISTANT COATING OF EPDXY BASED PAINT. 71- STAGGERED THAN 4'-2- SEE 4/S2.0 AN 8*-0". SHOULD BE LATERALLY SUPPORTED NOT (1) ROW OF I Od z ROVIDE SOLID BLOCKING AT 2. LINTEL MORE TH I/ NAILS 0 6* D.C. 04 N SIMPSON A35 CLIP ROUGH OPgNING ROOF AND CEILING FRAMING. REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. � TO EXCEED 6 FT. D.C. w/ 1- 40" WD. SCREWS INTO HEADER PROVIDE TYPICAL BOTH ENDS j SHEATHING JOINTS IN THE FIRS SHALL BE ATTACHED STAGGERED SEE ARCH. SIMPSON HTT22, 0 RLAP SIDE FRAMING SHALL BE SYP#2. U.O.N WALL TOP PLATE T TWO RAFTER OR TRUSS SPACES FROM CABLE END. ROOF SHEATHING A 1/2- VERTICAL SLOTTED HOLE FOR SCREW. (1) ROW OF I Od ROUGH OPENING, TO BLOCKING WITH PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL '-NAILS 0 4" O.C. 3. BRICK VENEER ATTACHMENT: HORIZONTAL TIES 0 24* D.C., VERT. STAGGERED SEE ARCH. AS SHOWN (TYP. J_V CURVED WALLS* SHALL BE CONSTRUCTED OF STUDS AT 12* O.C. SHEATHED NTH %* CDX PLYWOOD INSTALLED WITH THE TIES 0 12- D.C.. (FOR llOmph WIND-ZONE VERT. TIES 0 16* D.C.). AT �-2x4 SYP#2 STUDS STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE WALL. FASTENING SHALL BE WITH 8d 157-115m AT 16- O.C. (TYP) BEAM MINIMUM OF 24' DEEP GLUED ALL OPENINGS SPACE TIES WITHIN 12* OF OPENINGS. PROVIDE3/j,"O WEEP HOLES 0 33" D.C. IMMEDIATELY ABOVE FLASHING. ARCHED TRANSOM ARCHED WINDOW COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD� LA I AND NAILED PER SHEATHING SPECIFICATIONS. ?.x4 2x6 W ELEVATION PLAN MEANS AND METHODS:- THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION WOOD MEMBER FASTENING SCHEDULE UON ON PLAN. NOTES* Uj MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 1. TYP. CONNECTION AT STUD COLUMNS. JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. FN-OTE.- TRIM WALL SHEATHING TO MATCJ OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN CONNECTION IRADIUS WINDOW FRAME BY + 1/2- SIDE OF BUILDING ATTACHMENT Z ACCORDANCE NTH THE CONTRACT DOCUMENTS. MEMBERS FASTENOR 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION To (2) PLYS 1 AL TYPE CHIMNEY FRAMING LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTUR E TO STUD FACE NAIL 2-16d T TOP OR SOLE PLAT "� BU /0 6� RA ENGINEER ARE LIMITED TO THE FOLLOWING. CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL /`5 ILT-UP MEMBER FASTENING DIUS WINDOW FRAMING Uj FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED STUD TO SOLE PLATE TOE NAIL 3-16d RUSS-TO-TRUSS PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY �DDRESSED, T TOP PLATE, LAPSANTERSECTION FACE NAIL 2-16d \�-�-O CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CONT. HEADER. TWO PIECES FACE NAIL 16d* 16' O.C. 0 EDGE CONVENTIONAL ROOF JOIST/TRUSS TO PLATE TOE NAIL 2-16d FRAMING, PER CONVENTIONAL QUICK TIE ANCHOPJNG SPECIRCATIONS: CONT. HEADER TO STUD TOE NAIL 3-16d ROOF SCHEDULE BELOW. FLOOR JOIST SCHEDULE CEILING JOIST SCHEDULE CONVENTIONAL fLOOR FRAMIN FLOOR FRAMING SHALL BE SYP#2 OR D STUD SWEDGES CEILING JOIST TO ROOF RAFTER FACE NAIL 8-0.1310" R. FLOOR JOIST SHALL BE SIZED IN ACCORDANCE WITH FLOOR JOIST UPLIFT CONNECTOR AND THE QUICK ANCHORING SYSTEM SHALL CONSIST OF GALVANIZED "AIRCRAFr WIRE ROPE WITH THREADE BETTE PRODUCTS. INC. JACKSONVILLE FLORIDA. QUICK TIES SHALL BE ORIENTED ALL ROOMS EXCEPT SLEEPING & ATTIC MAXIMUM SPAN 2-12d TOENAILS EACH �21 ROWS OF O.131x3* JOIST SCHEDULE. (AT RIGHT) UON PROVIDE RIM JOIST CONTINUOUS AROUND ALL 2x8 SYP#2 (1) A35 CLIP EACH END AS MANUFACTURED BY QUICK TIE DOUBLE TOP PLATE FACE NAIL '2 O.C. STAGGERED FLOORS 30 PSF LIVE LOAD SIDE OF RAFTER. VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. QUICK TIES ARE TO BE INSTALLED AS (Syp #2) 016* O.C. OPENINGS IN FLOOR SYSTEM AND AROUND PERIMETER OF FLOOR. NAIL THE RIDGE BEAM EA. RAFTER. INDICATED ON PLAN AND THE ON CENTER SPACING PER SCHEDULE AT BOTTOM OF FRAMING PLAN. FRAMING NAILS (SIZES) HARDWARE FLOOR RAFTER SPACING MAX. SPAN FLOOR JOIST TO THE RIM JOISTS w/ 6-16d NAJLS. WHERE FLOOR JOIST I NAIL (SIZES) (SYP #2) 2 x 6 l'-9" 12'-9" BUTTS INTO BEAMS AND ARE NOT SUPPORTED FROM BELOW BY WALL OR '/,"o (OT) & %"0 (OT3) SHALL HAVE A MINIMUM ALLOWABLE CAPACITIES OF 2850# AND 6540#. RECEPTIVELY. OT WIRE 1-0. NAIL NAIL 12 lo,-g* 2 x 8 15 17'-0" BEAM, USE 16go FACE MOUNT JOIST HANGERS SIZED TO MATCH J04ST AND 2x6 SYP#2 AT 24" O.C. ROPE SHALL BE PRE-TENSIONED TO ELIMINATE THE CONSTRUCTIONAL STRETCH AND RELAXATION INHERENT TO ALL REF. NAIL SIZE REF. NAIL SZE REFER TO HARDWARE 90-9. 2 x 10 19,-0. 1 21'-6' INSTALL ACCORDING TO THE MANUFACTURERS SPECIFICATIONS (FILL ALL NAIL 8-0.1310" COMMON HELICALLY-LAID WIRES AND STRANDS. THE PRETENSIONING FORCES REQUIRED AT INSTALLATION SHALL BE AS RECOMMENDED IM T THIS SHEET 2 x 6 16 HOLES). PROVIDE SOLID BLOCKING NAILED THROUGH JOIST INTO END OF AT EA. END OF CEILING BY QUICK-TIE PRODUCTS IN ORDER TO YIELD A RESIDUAL TENSION EQUAL TO THE ABOVE NOTED ALLOWABLE CAPACITIES. 8d. 0.131 x 2-1/2" l2d. 0.148 x 3-'/4" R NAIL SIZES BLOCKING w/ 4-16d NAILS IN SPANS AS FOLLOWS- 4-16d TOE NAILS LED BY A FACTORY TRAINED AND 10d. 16d. 0.162 x 3-1/2" FO 24 8'-6- ATTIC DESIGN CRITERIA, CEILING JOISTS PER TABLE EACH RAFTER TO JOIST TO ROOF RAFTER QUICK TIE INSTALLATION REQUIREMENTS: ALL QUICK TIE ANCHORAGE SHALL BE INSTAL 0.148 x 3" 12 1,V-2* AN < 12' - BLOCKING NOT REQUIRED -AT RIGHT wl 8-12d COMMON DOUBLE TOP PLATE T P) LLER. QUICK TIE MUST BE TENSIONED ACCORDING TO THE DIMENSION INDICATED ON TAG ON EACH QUICK TIE 10 PSF DL, 15 PSF LL 1. SID WIRE NAILS EA. END INTO DO NOT SCALE DMENSIONS FROM LICENSED INSTA TIONS INCLUDED IN EVERY BOX OF QUICK TIES. 2 x8 16 12'-10" PROVIDE SOLID BRIDGING AT 2. SPAN 12*-18' - (1) ROW RAFTERS, (TYPICAL) . 0 THESE DPAWNGS.IF A OMENSION 5 AND INSTALLED ACCORDING TO MANUFACTURERS INSTALLA ill-on MAXIMUM SPACING OF B" O.C. 3. SPAN > 19' - (2) ROWS L*CLEAR REFER TO THE 24 2x6 SYP#2 CEILING JOIST AND AT JOIST BEARING ENDS ARCHITECTURAL DRAWINGS OR 12 NOT NAILED TO ROOF RAFTERS. RIM BOARD. CONTACT THE E.O.R. THREADED ROD ANCHORING SPECIFICATIONS: 2 x 10 16 16*-l" USE DETAIL ONLY IF VERTICALLY AND 24 13'-1* (1) H3 CLIP EA. END OF JOIST. SPECIFIED ON PLAN THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF '/2*0 A307 THREADED RODS, ORIENTED 12 21'-9- @ I ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY BE USED IN CASES WHERE ONE FLOOR JOISTS PER CONTINUOUS ROD IS UNFEASIBLE. RODS ARE TO BE INSTALLED AS INDICATED ON PLAN AND THE ON CENTER SPACING PER 2 x 12 16 18,-10* CONVENTIONAL ROOF SCHEDULE TABLE AT LEFT. DATE SCHEDULE AT BOTTOM OF FRAMING PLAN. ABOVE THE TOP PLATE, PROVIDE A 3-0-0/," OR 3"x3*xV,* PLATE NTH V/2"O 94 15'-5" WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TY I PICAL) ROOF RAFTER-ASPHALT SHINGLE CONCRETE TILE UPLIFT CONNECTOR 0 CONVENTIONAL ROOF FRAMING: 08.28.07 SEE CONVENTIONAL FLOOR FRAMING IN (SYP #2) MAXIMUM SPAN MAXIMUM SPAN 1. AT CONVENTIONAL FRAMING LOCATED OVER OTHER ANCHOR WALLS TO FRAMING w/ MTS30 AT 32* O.C. DESIGN/DRAWN !Usk� AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE '/," LARGER THEN THE DIAMETER OF THE THREADED ROD CONSTRUCTION SPECIFICATIONS. 024" O.C. 015" D.C. 024* O.C. 915" O.C. DBL. TOP PLATE PRE-ENG TRUSS ROOF FRAMING, SEE LEDGER BOARD DETAIL 16/S2.1 WHEN OVERFRAMING FALSE DORMER OVER ROOF TRUSSES USED. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WITHIN HOLE. RODS 1MAY BE SLANTED FROM TRUE SES 0 16" O.C. LAP/MRG NTH FLOOR AND WALL FRAMING. THE NUT ABOVE 2 x 6 9'-6" ll*-6" 8'-6- 9--g- (1)H3 Q& 4-12d TOE NAIL (I)A35 OR 4-12d TOE NAIL FOR ATTACHMENT OF OVER FRAMED RAFTERS TO MAIN PROVIDE 2x4 BLOCKING BETWEEN TRUS VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS UG-TIGHT CONDITION PLUS ONE-HALF TURN OF A - RAFTERS. FASTEN BLOCKING EACH END w/ SIMPSON A35. CHECKED THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SN 2 x 8 13'-0" 15'-0" 1 l'-6" 13*-0" 1(2) 3 QR 8-12d TOE NAIL (2)A35 QR 8-12d TOE NAIL LAP STANDARD WRENCH (APPROXIMATELY 30 ft.-lbs. OF TORQUE). DUE TO SHRINIKUAM AND COMPRESSION OF SUILMG; (2)A35 2. WHEN USING TWO H3 CLIPS ON 11/2* WIDE LUMBER. CONTRACTOR SHALL RE-71GKTEN NUT TO 30 ft-b& OF TORCA)E AFTER ALL TRADES ARE COMPLETE AND PRIOR TO 2 x 10 16'-6" 19'-0" 13'-9" 17'-0' (1)MTS12 - PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE SHEET 2 x 1 19'-0" 2,3'-0" - (2)A35 114SULAIM FURTHER IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING -16--71 lg,-g" (2)MTS12 FROM EA. OTHER. AFTER DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR OCCUPANCY. I (MEASURE FROM ALL THREADED RODS SHALL BE DRILLED AND EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE DORMER ROOF FRAMING r 77 IG SHEATI IT RMIp' VN Top 01 P LATE. ORC SEE L FBE SUPPORT PER)PLAN. r fi7N , P E TI'G EXTE '9171 7 to I PRO, rill, 11, FT AST k/ HEAD I '4 0 BE R 7F ��H DUL UPLIFT CONN' 2 1 2d TOENA S OF RAF1 E A EF 8d lod. CENTERLINE OF ROD TO EDGE OF SLAB) OF 2- FOR 2x4 FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6* OF EMBEDMENT CONVENTIONAL FRAMING DE7AIL AND SCHEDULE - VIIHEN S2mO S2.0 FOR MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL, CMU, AND ICF INSTAL�ATIONS. 6" MAX- WHERE ANCHOR IS h A FULL Hf ANCHOR TERMINATES SPECIFIED ON PLAN r IN U. PLAN 41 IMI CONVENTIONALLY STRAP AT UPpjRMOST TOP PLATE ADJ. TO ORDER/BEAM v V, PLATE TRUSS UPLIFT WHERE MAX. ANCHOR w/ NUT AND WASHER. LOCATE ANCHOR WITHIN TO STUD CONNECTOR PER SPACING IS EXCEEDED 6- OF POST. CONN. PLAN SCHEDULE. III FULL HT. DOUBLE FULL H T. )K 'LATE- ANCHOR TOP PLATE.- ANCHOR FASTEN SHEATHING TO LOWER -ROUGH OPENING TOP PLATE PER EDGE NAILING WALL STUD OR SEE ARCH. IPOST. PER REQUIREMENTS. ADD 8d 0 6* IPLAN I WALL STUD POST 3* MAX. SEE 4/S2.0 I D.C. TO UPPER TOP PLATE-,, WHEN FULL HEIGHT ANCHORS OR POST. QbLX IF USING DROPPED I I I I QUICK TIE. ARE > 6'-0" D.C. AT TOP PLATE ISOLID SLOCKINGI FLOOR TO FLOOR -INTHIN FLOOR A ELEVATION UPLIFT ANCHORING SYSTEM STRAPPING I(TYP) I_ - - _L C FLOOR TRUSS OR JOIST FULL HT. CONN. STANDARD UPLIFT LABEL <6W 9^ PER WWXM 7RM ir -4- ANCHOR FLOOR RAISE WALL SHEATHING FULL HT. 20go STR P FRAMING '/2' FROM BOTTOM OF ANC14OR A 0 32" D.C. ItLE F AT OPENINGS > 4'-2'. IPOST TO I AT SILL PLATE AT TOP PLAIE SOLE PLATE. TERMINATES IMATCH AT FLOOR ZHEADER. I ATTACH TOP PLATE TO I 20go STRAP PLATE /_FOUNDATION. PICA I LHEADER WITH LSTA12 iPOSTABOVE I @ FU_LLHEIGHT ANCHOR I SENT OVER W/ 5-10d I FULL HEIGHT ANCHOR INSTALLATION CHART TO STUD PER PLAN. EMSEQMENT CONN. SEE 3/S2.1 INTO TOP PLATE AND PROVIDE b/g*0 ROD OR QT3 OR 2* MIN. 5-10d INTO HEADER. FULL HT. (9) 0 (2) OT. eLLa HTT20 AT BASE CONN ANCHOR TOP PLATE SILL PLATE CONCRETE W FOUNDATION. ALLOW THE FULL HEIGI HOLE HOLE HOLE DEPTH DISTANCE SASH EMBEDMENT' EDGE PE�R AVOIDING THE HTT22 AT BASE. CONVEN11ONAL OT Ye"o 5/."o 2/16"o 3XV/4" 4- 4 2- OT3 1*0 7/8"o 1/5"o 23 x 51/2 xl/2. 6 3V * 63/ 2' 3' NOTES: STRAPPING SEE TABLE: AT RIGHT SOL 4 4 20go STRAPS SHALL BE BENT MIN. 3' OVE FOR EPDXY ENBEDMENTJ 6"MAX. FR E PLATE ANCHORS FOUNDATION NOT SHOWN 3 * ft r. - 3. OM SCHEDULE ON PLAN. V2* ROD 3/4"o /4 0 34 0 3x3V2 XV2* s 12m 2 PLATE WITH 5-10d. FASTEN OTHER END TC AND EDGE DISTANCE. KIN( n 7/ AT SOLE PLATE 5/.* ROD 1"o 8*0 l/."o 3x3/,xV2" 6" 12 2" 3* IF SW-1 IS SPECIFIED EACH SIDE OF OPENING, I MONO STEM I MONO STEM UPUFT ANCH i SYSTEMS /I-N SHEATHING NAAJNG DETAL PROVIDE FULL SHEATHING ABOVE WINDOWS, AND FULL HEIGHT ANCHORNIS SYSTEM lvmo �EN4 HEADER STAF NAIL NTH 8d 0 3" D.C. EDGE AND FIELD. IF CONVENTIONALLY STRAP. SEE DETAIL 1/Sl.l S2.1 ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.13lx3" 0 3" O.C. (1) '/,* Q.T )OF FASTENED TO SHEATHING w/ 8d 0 3* D.C. 10 00 OR ISS. ATTACH SW SHEATHING TO ADJACENT (1) 11/2 ROD TRUSS. BLOCK ALL PANEL EDGES. X-BRACE NAILING TO MATCH SHEARWALL. FOR RATED ROOF DIAGONAL 4 BOTH ALTERNATE B AND C. SHEATHING FASTENED TO C SHEATHING. PERP. X. TOP PLATE w/ 10d 0 3* O.C. TRUSS 2x4 HORIZ. (2) 0.T BOT. MEMBER -I---------- ---------- ---------- OR CHORD. 2x SYP#2 CONT. ATTACH 16' MAX. (30-16d ---------- 44---------- ---------- (2) V/2 ROD TO TOP PLATE AND TRUSS 0 EA. A-/X Fee 11 w/ O.13lx3" 0 3" O.C. EDGE OF CVERT. t 2x4 BLOCKING 2x MAY OVERHANG TOP PLATE. SHEARWALL I (2) %* Q.T QUICK TIE SC35F OR nim A W/ 12* 0.C. (2) %* ROD ALTERNATE B ALTERNATE C 1% N, I\_SHEARWALL QR _AT�_� C35F) 4-16d MITER GLASS DETAIL HEAD FRAMING. SW-1, �W-2. SW-3 SW-1 AND SW-3 SW-2 r A 10d 040O.C. -A B B THREADED ROD CONVENTIONAL CONVENTIONAL (2) % Q.T OR FULL HT ANCHORS (6)- UPPER 70 LOIIIIER STUDS UPPER M LOVIER POST 7/ OSB ... ... ......1. (2) %* ROD 16 1 A. PROVIDE 2x4 SYP#2 UPRIGHT FROM TOP SW-1- (1) 5/,B* OR (2) 1/200 ROD SW-1: (3) CS16 STRAPS HHDQll w/ 1"o THREADED ROD �6�Ml N. BLOCKING PANNEL SHEARWALL NOTES: (IF V/ER CAL IS NOT PRESENT) FOUNDA71ON ANCHOR FLOOR 1. ANY ALTERNATE MAY BE USED AT ANY SW, EXCEPT AT SW-2. USE ALT. D. SW-3: (1) 1/2*0 ROD RA ING SHEARWALL OR (I)- END STUDS M FOUNDATION HHDQl 1 !> 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. MITER GLASS B. 2x4 SYP#2 HORIZ. MEMBER w/ 16d 0 SW-1: HTT22 OR PHD6 HEAD FRAMING.> 4" O.C. TO BLOCK BELOW. MEMBER LENGTH SW-3: HTT16 OR PHD2 bjOTES4 3. WHEN SW IS PERPENDICULAR TO ROOF TRUSS SEE DETAIL 6/S2.1. SHALL BE AT LEAST 8' BUT NO LESS THAN 1. CORNERS, TEES, JACKS, AND KING STUDS C MEN THE LENGTH OF THE SHEARWALL. REQUIRED STUDS WHEN LOCATED ADJACENT TC L45-16d NAILS C. 2x4 BLOCKING BETWEEN TRUSSES ALONG 2. SHADED STUDS ONLY REQ'D WHEN USING QI ALI:E (TYPICAL) TOP AND BOT. CHORD. w/ 4-12d TOE NAILS EA. END (TYP) 3. INDICATE ALTERNATE LOCATIONS. @ _� SHEARWALL END STILIDE TYPICAL SHEARWALL ELEVAMON /0'8 LATERAL TRUSS X-BRACING r7 -:ARWAIJ- A17ACHMENT AT ROOF Et FLOOR tv-mEN-6 S2.1 \,S2.1/PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. \,S2.1,/ MINIMUM 2-PLY TRUSS OVERLAP SIDEWALL TOP PLATE THREADED ROD (3)V4*0 Q.T. (ONE IN SIDEWALL) ANCHORING SYSTEM -LSTAl 2 0 16" O.0 FULL HEIGHT ANCHOR LSTAl 2 0 16' 0 C LSTA12 0 16" O.0 IT , DBL. TOP PLATE. DBL. TOP PLATE. . ... . . . . . . . . . . . . . 1/2" PLYWOOD SPACER BETWEEN- ALWAYS PLACE . . . . . . . . . . . . . . . MEMBERS. HEADER AT ATTACH GARAGE DOOR TO TOP OF ROUGH IN ARAGE HEADER. .1 (3)2x' TRUSS AND DOWN ;�3w� .- 11 N.) Ot SCREWS EVENLY SPACED. OUTSIDE FACE OF POST. PLAN VIEW MSTA24 FLAT STRAP 91 ND HE GARAGE WINO��ALL FAR SIDE U OT OR 1/2*0 ROD MSTA24 FLAT STRAP UPRIGHT BUCK EACH SID T(EM XT _..I v I OPENING GARAGE HEADER.-I 1 1 .. MSTC66 ON TOP OF EACH JACK STUD. "I NTH (5) '/,*x 31/2- LAG 11 L c OHD2 OR HTT16 EACH JACK STUD. 2)2x6 SPF 2 < 3*- AS SHOWN, MINIMUM 2-PLY URB/STEMWALL BELOW LVL OR TRUSS CK (2)2x6 JACK STUDS OF 12d AT ovo� (2)2x6 KING STUPS GARAGE WING WALL SEC]]ON 4'-O"x4*-C (2) ROWS (2)2x6 JA STUDS TRIM OVERHANG 2' O.C. VERT. ADD SIMPSON PA51 STRAP WHEN (2)2x6 KING STUDS SHEATING I GARAGE WING WALL < V-15" _LI I I L I I CORNER (T 'AIL 8D FOR PLACEMENT (3)2x6 ... v i EMBEDD JACKS OF STRAPS D IN CONC. FILLED STEM SIMPSON PA51 STRAP EMBEDDED IN ur NOTE: SHE WALL. FASTEN TO KINGS w/ AND (1) 4- 6- (3)2x STUD CORNER 18-16d NAILS. GARAGE THICKENED SLABEDGE. FASTEN SIMPSON PA51 STRAP KING. SIDE OF W, 1 TO JACKS w/ 18-16d NAILS. FULL HEIGHT OGT. (2) HTS20 ANCHOR (AVOID NAILING 11 L P.T. SOLE PLATE- 33/40 TO 51/4 2x6 P.T. PLATE FASTEN SHEATING TO HEADER IN 3" GRID PATTERN AS SHON FROM OPP. SIDE) -THICKENED SLAB EDGE (STUDS, BLOCKING & SILLS) TYF 6/."0 ROD OF QT3 BUILT-UP LATE 16" NN. EMBED. AT GARAGE OPENING. DOUBLE BLOCKING AT PANEL JO OF PA51 IN CONC. FULL HEIGHTJ MSTAM24 ALTERNATE FOR PA51 STRAP ANCHORS EA. SIDE OF TRUSS POST 5/.-0 ROD FILLED STEMWALL. 2) MSTAM24 FLAT STRAPS EACH SIDE OF 970T OR '/2'0 ROD OR QT3 STEMWALL TO JACK STUDS FASTEN TO LOW HEEL STEMWALL w/ (5) 3/16" 11TAN MASONRY 5/.*0 THREADED ROD (OVER A I COMMON WIRE NAILS. THICKENED SLAB STUDS) DRILLED AND EPDXIED TRUSS CONNECTION RAISED BEAM AT END LTHICKENED SLAB EDGE SCREWS AND TO STUDS w/ 9-10d OHD2 OR DETAIL 9J WALL CONNECTION AT GARAGE OPENING. EDGE AT GARAGE HTT16 DETAIL 9H OPENING. OPTION A: GARAGE WING-WALL < N-fll OP71ON Ro GARAGE YANG-WALL < 3-6* 'AIL 9E GARAGE WING WALL ELEVATION NOTES GARAGE CENTER WALL ELEVATION PA51 STRAP (EMBEDED) w/ 9-1( 1. STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR, STRAPS FASTENED TO CONCRETE 2. IF GARAGE WIND WALL > N-6% OMIT PA51 STRAP AND TO STIJDS w/ 9-10d COMh UPLIFr TRUSS/BEAM CONNECnONS 3. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. v*jEN 10 TYPICAL GARAGE HEADERIACK CONNECnON lvom"�v4ll GAMGE PORT, S21 NOTE: ALL MEMBERS OF CORNERS AND/OR STUD POST MUST BE NAILED S2.1 MIN. PER MULTI-PLY NAILING DETAIL ON 5/S2.0. DIET DBL. TOP PORCH HEADER, A SHEATHING CONT. PLATE SEE PLAN. AT GIRT/VERT uj JOINT. LJ6 I li BLOCKING ABOVE WALL STUDS WALL STUDS cn ir - - 8d COMMON NAILS < D8L. TOP /-HEADER TO UNDERSIDE AT 16" O.C. AT 16* D.C. Ll 2x SPF RIPPED TO TOP PLATE. AT 3- O.C.(TYP) 2x12 OR (2)2x6 OR IF NO JACK STUD IS INSTALLED FIT ARCH. DEPTH PLATE OF FASTEN TO ROOF FRAI -THEN FASTEN w/ SC35F ON INSIDE REQUIRED. DROPPED PORCH w/ 4-12d NAILS AT E :51 HEADER. SEE PLAN. ROOF SHEATHING FACE WITH 6-12d TOE NAILS T&B. DETAIL A (2)2x4 BELOW. A OVERFR ROOF TRUSS ROOF TRUSS J QeTION A 2x6 OR 2x8 T&B TO SYP#2 LEDGER ATTACH J-L-� DBL. SYP#2 LEDGER --J,- FRAMING MATCH WALL THICKNESS TO EACH STUD. PER ATTACH TO EACH STUD, SIMPSON H3 D BLOCKING w/ 12d 0 S" O.C. (TYP) DBL. TOP PORCH HEADER, SCHEDULE BELOW PER SCHEDULE BELOW. NAILS FROM NG EDGE 2x SPF RIPPED TO PLATE SEE PLAN. -MIN. (2)2x4 BELOW. A-SINGLE LEDGER B-DOUBLE LEDGER 2x4 SPF#2 AND LEDGER FIT ARCHITECTURAL VERTICAL VERTICAL BLOCKING ALT, TO BOT DEPTH REQUIRED. 2: op'n ON C REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING PRODIDE MTS 0 SHEATHING CONTINUOUS 0-775 2x6 w/ 5-0.13lx3" ROOF MEMBER. BETWEEN OVI ir 1850-2345 2x8 w/ 6-/,"04" SDS SCREWS < AT GIRT/VERT JOINT. 776-1250 2x8 w/ 8-0.13lx3" 2346-3125 2xl2 wl 8-V,'0x6" SDS SCREWS ANDROOFM w 1251-1540 2xlO w/ 10-0.13lx3" 4 ZPENDICULAR Li PSON HUSC28-2 HANGER 1540-1850 202 wl 12-0.13lx3" 'ONNECTION 6-16d TO HEADER AND 'AIL B ABOVE. HEADER, PER PLAN-/� w 0PTION B 6-16d TO WALL FRAMING. PROVIDE SOLID SPF#2 BLOCKING AT PA LEDGER A NOTES: WHERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO DETAIL B ONPLAN ANDNO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 13 BOX BEAM FRAMING/CONNECnON 14 PORCH BEAM FRAMINWCONNECTlONS 15 LEDGER CONNEC'nON 16 DECK LEDGER AT OVEI S2.1 WIDTH OF MEMBERS TO MATCH WIDTH OF WALL FRAMING S2.1 OPTION A OR C MAY BE USED IN LIEU OF S2.1 TRUSS TO LEDGER CONNECTION BY TROSS OPTION B AT CONTRACTORS DISCRETION ENGINEER. NOT SHOWN FOR CLARITY S2.1 USE THIS DETAIL TO FASTEN OVERFRA