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COMMENTS: QO `t' _�- rn o 10011 0 19'-6l 7.9 2" 10'8�, 0 C\j C� �e FINAL KITCHEN o 3080 3060 5H 30605H 3060 5H DBL CABINET&APPLIANCE to W/1/2 LT 0 96"AFF 0 96"AFF 0 96"AFF OVENS LAYOUTT3.0. EXT SHOWER < �? o CONFIRM 11/2"STEP DR�lNN BY: k�g `9 N m Lo �, ON TO FIN15HED DBL SINK DW SURFACE CHECKED BY: HB F=NTR',( L--------- I i �C I J 12"x12"5Q WD COLUMN 0/ 10'-0"CLG CA55 ABV I € o I I CABS ABV 24"x24"x24"5Q BA5E W/ b 5TONE FIN15H(TYP) DATE. C) 3040 5H 3040 SH 30405H 10/5/2015 C 96 AFF 0 96 AFF 0 96 AFF CV `q N 12"WIDE SOFFITHDRABVY0THRS CALE:50UY RESI�ENGE 11- 1 -011 AREA TABULATION MAIN FLOOR PLAN 1952 5Q.FT. �I'12 1-0 1-D 2JOB NUMBER: TYP UPPER FLOOR PLAN 1121 5Q.FT. 11_0„ 2 1-D, „ 514- 055 TOTAL A/C AREA 3073 5Q.FT. 5'-10�” 2`-7Y2” 31-1V2" 5'-6 2" 3'-6" 3'-6" 3'-0" 4'-7�" 2'-7�" 3'-6" 3,-6" 4'_9" ENTRY 179 5Q.FT. REVISED: LANAI 295 5Q.FT. EXTERIOR 5TORAGE 62 5Q.FT. 2-CAR GARAGE 483 5Q.FT. 91-011 pill`* NO: TOTAL AREA 4092 SQ.FT. 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HARDI LAP SIDING(TYP) 4"CORNER BOARDS __.______._._.______._. ._____.___.____._-._.__...___.._........_..__.__._._.____._..-___.---._.__._.___.:._._.___..__...._._...._..________ IL v '11N.FLR. _ FIN.FLK. _GRADE W s RADE IRI(SPHT ELF.\-/ATIONv SCALE:1/4°=1'-D" m 10"x 4"x8"DECORATIVE BRACKET 12"x24"DECORATIVE LOUVER 0 22'-8"AFF 4"FRIEZE @ GABLES Mac 12 12- -— ------------ Design C0ntact@5k Mac esignc FIBERGLASS SHINGLES(TYP) ....__._ --w--- ---- — - --- ----- _. _ _ �" ._._ . om . .___ y - -___- - ._ '74415 saundersvi l le at. ._.___-._ _____._._.___._.____._._.____._..._ Jacksonville, Florida 32244 Phone. 904 -m 6336 ___- -. ____.____ _..._______ _ T-0"T.O.W. _ ------ _ _.._._�-2'T.O.W. 4"FRIEZE(TYP) REVISIONS __._-__ 4"TRIM(TYP) _ 4 CORNER BOARDS PATE: COMMENTS: _.__._ ______-__ __.__..._._... .._. _-__________ - FIBERGLASS . _._ _-- -�----- ____ .. .........___—�. --- _= __. - _ _ ... _M _ _ _ SHINGLES(TYP) 2"0l 4"TRIM _ ___._.. ___ w___ -___ _______- - --------------------- T.O.P. --- -(+12"HEEL) 11'-5 T_8"FW FLT.O.P. _ — 4"FRIEZE (TYP) kig , T.O.w. -__._----__._.__...._.__. CHECKED BY: HARDI LAP SIDING -- ____________._ __._______._._._.___._________.___.�. _____ _.__ _ __ _ w__._.___ _____ _ _ _- ___ __ 6"0/2"CAP 0/5/2015 4"TRIM(TYP) ____ _- ___ ......____....-.__ _____...._.__.._..__.____._..._____._...__ 2"0/4'SILL(TYP) _.__.__._m __._..._____.__ ____._____.___ ____...._.__.____ __ ___m_._.___. ___ ___ - _ 2"0/Co"BASE 1/4 11 11-0„ 6"TRIM JOB NUMBER: - = 514-055 ______ FW.FLK. _ _._._._._._.._..._._._____ _._______.______..._._._.___..._-----._.__.___._________._._._._.__..__.___._._._._._---__...._._.____._ __._____ ------- ._.. -._.__. " - -_w�___ �� tl� � N - - — =0 FIN.FLR. REVISED: - STONE VENER FINISH RADEGRA E SLURRY COAT OR STONE VENEER FINISH STEPS r0 GRADE AS REQ'ED PAZ N STUCCO(TYP) REAR&RIGHT ELEVATIONS IRE,41R ELE\/ATION OFFICE COPY SCALE:14'4-a" of IN FIBER6LA55 5HINGLE5 OVER 30# FELT O UNDERLAYMENT OVER APA RATED STRUCTURAL SHEATHING NI � N PREMANUFAGTURED INSULATION BAFFLE BETWEEN EACH TRU55 g R-38 BATT INSULATION - OPTIONAL BLOWN-IN IN50LATION N N Q� PRE-EN61 NEERED WOOD TRU55E5 - o M 5EE 5TRUGTURAL AND TRU55 two DRAWINGS FOR SPACING AND -+ GONNEGTION DETAILS $ O Q 12 12 TRU55 HOLD-DOWN - 5EE 5TRUGTURAL VARIE5 �� W O O 12 DRAWINGS BY OTHER5 11 a -411 PREFIN15HED METAL DRIP EDGE OVER IX2 PT Y400D NAILER ON 2Xb PT WOOD FA5GIA O -TYPIGAL Z O a � O -1_1/8" T.O.P. _ — [--+ (.� ►Z VARIE5 PER ELEVATION i [--� z 5/8" GYPSUM Q WALLBOARD OR 1/2" GEILING BOARD �+ 12 2X4 WOOD FRAMING i AT 24 O.G. - TYPICAL I I/4" SPAGE SHALL BE 12 8 FILLED WITH 8 VENTED VINYL SOFFIT - INSTALL PER i AGOU5TIGAL GAULKING BOXED OUT ATTIC TRUSSES FOR STORAGE MANUFACTURERS INSTALLATION BY OTHERS(TYF) IN5TRUGTION5 I TYPIGAL 2x4 EXTERIOR WALL A55EM13LY YV i PRE55URE TREATED 2X4 R-13 INSULATION AT iLI +12 HEEL _ — WOOD NAILER I q'-I I/8" PLT HGT - 5EE BOTTOM CHORD-SHOWN 2x12-5EE TRU55 DWGS BY OTHERS _ '-111_8"TOP i STRUGTURAL DRAWINGS 9 1x4 PT HARDIE FRIEZE 50ARD-TYPICAL ADJUST HEEL TO ALIGN 1'-4��i�ly ) (5EE ELEVATIONS FOR LOGATION) i PREMANUFAGTURED IN51JILATION, BAFFLE W/EAVES AT 4/12 PITCH II II BETI EEN EAGH TRU55 ML DOUBLE 2x TOP PLATE - i► _ 5EE 5TRUGTURAL I S z _ I R-38 BATT INSULATION - DRAWINGS BY OTHERS i OPTIONAL "BLOWN-IN" INSULATION z � PRE-ENGINEERED WOOD TRUSSES - u- "- 5EE 5TRUGTURAL AND TRU55LU � + SLAB AT GRADE I DRAWIN65 FOR 5PAGIN6 AND GONNEGTION DETAIL5 12 cz �— D-0 FIN.FLK. _ TRU55 HOLD-DOWN - 5EE STRUCTURAL YAR IES PROXR E DRAWING5 BY OTHERS •- 3/4" TONGUE AND GROOVE, APA RATEDI PREFINISHED METAL DRIP EDGE OVER IX2 5TRUGTURAL SHEATHING, GLUED i PT WOOD NAILER ON 2Xb PT WOOD FA5GIA NAILED TO Ib PRE-E%INEEREV I -TYPIGAL PI FLOOR TRU55E5-5E-E STRXIVRAL i a_ .- _ 6-AIZA6E SECTION PROFILE AND TRU55 DRAWINGS FOR SPACINGI � . AND GONNEGTIONS i X10' I 1/8" T.O.P. _ VARIE5 PER ELEVATION 5CALE:114°=1'-0" I 5/8" GYPSUM II'=5 7/8" I WALLBOARD 6R 1/2" `--- 5EGOND FIN15H FLOOR I GEILING BOARD �m 2X4 WOOD FRAMING i I/4" SPAGE SHALL BE `r AT 24" O.G. - TYPIGAL FILLED WITH I – i 10'-I I/8" T.O.P. _ _ _ ACOUSTICAL CAULKING _ _ "FLOOR BEARING HEIGHT i VENTED VINYL SOFFIT - IN5TALL PER I MANUFAGTURER5 I145TALLATION I 5/8 „ IN5TRUGTIONS I GYP5UM I� WALLBOARD OR I/2 PRE55URE TREATED 2X4 do ;I GEILING BOARD VOD NAILER DOUBLE 2x TOP ; TYPICAL 2�EXTERIOR ac PLATE-5EE DOUBLE 2x TOP PLATE - I WALL A55EMBLY PV Desi 11 I STRUCTURAL SEE STRUCTURAL I R-Iq INSULATION AT 9 DRAWINGS BY DRAWING5 BY OTHERS 10'-I I/8" PLT HGT - 5EE – Contact@SkyMacDesign.com OTHERS I = STRUCTURAL DRAWINGS '74q5 5aundersville Gt. TYPIGAL 2x EXTERIOR Ix4 PT HARDIE FRIEZE BOARD-TYPIGAL i p Jacksonville, Florida 52244 WALL A55EM13LY YV/ (5EE ELEVATION5 FOR LOGATION) I > Lu Phone: 904 TM 6556 R-iq INSULATION AT I 10'-1 I/8" PLT HGT - 5EE MID-WALL BLOCK I N6 AT FRAME WALL5 HARDIE LAP HORIZONTAL 51DIN650/ 2 – 5TRUGTURAL DRAWINGS OVER 8'-O" HIGH - TYPICAL LAYER5 OF GRADE "D" BUILDING PAPER I p OR VAPOR BARRIER OVER APA RATED i 1/2" GYP5UM HARDIE LAP HORIZONTAL 51DING 0/ 2 STRUCTURAL SHEATHING PER UCII WALLBOARD OVER 2x LAYERS OF GRADE D BUILDING PAPER (WALLBOARD OVER 2x REVISIONS MANUFACTURERS INSTALLATION ,I WOOD 5TUD FRAMING OR VAPOR BARRIER OVER APA RATED I WOOD STUD FRAMING 2868 LOUVER RECOMMENDATIONS i 5TRUGTURAL SHEATHING PER DR TO A/C i BA5E TRIM SELECTED MANUFACTURERS INSTALLATION I DATE: COMMENTS: 4 WIDE, SELF ADHERING, SELF HEALING I II BY OTHERS BASE TRIM 5ELEGTED CLOSET WATERPROOF MEM13RAAE OVER FLOOR I RECOMMENDATIONS i BY OTHER5 112 WALL WI CA AT MIN LINE JOINT i 1/4" SPAGE SHALL BE 4" WIDE,SELF ADHERING,SELF HEALING i " - 36 AFF(42 0 I FILLED WITH WATER MEMBRANE OVER FLOOR I 1/4 SPAGE 5HALL BE PRE55URE TREATED 51DING 5TAIER I FILLED WITH 7/8"FIN FL- — 18 I ACOUSTICAL CAULKING LINE JOINT STRIP YV/hEEP5 I ACOUSTICAL CAULKING I 17 16"FLOOR 5Y5TEM(TYP)-5EE 5TRUCfURAL B OTHERS 10-1 v8 T.o.P. z FLOOR FINISH PRF-55LRE TREATED 51DINC7 STARTER I FLOOR FINISH - - — 0 1 i SELECTED BY OTHERS 5TRIP YV/ KEEPS 5ELEGTED BY OTHERS % _ ------__ 141 PROVIDE RATING MIN D'-O" _ _ # _ O'-O" _ _ _ N r _ d- r 1 34"ABOVE LE DING `— - { — DRAWN 8Y. L I 2x10 LAND( S �_ FINISH FLOOR I FINISH FLOOR 1� g 1?,� EDGE OF TREA ,TVP. 5LURRY GOAT OR STUC.GO I l�� 7 � 5LURRY GOAT OR STUCCO i p.�ZZ 10 (TVP) - STONE VENEER I \ °� \ \ \ CHECKED BY: �/,/\//\.r,.\/�\/�\,,�'/\/,.r\ (TYP) - STONE VENEER ��i° �/\ \ �- WHERE 5HOWN (5EE ELEV) + `� \ \ \ \ \ \ \ WHERE SHOWN (5EE ELEV) O _ / / / / \x\/ CONCRETE FOUNDATION-5EE I i`�%\%\/\%/\T\%' CONCRETE FOUNDATION-5EE _ ; �,\/� /\/\ \ ,,\ ,� DATE: /\ ' /\ \/\,r'\/\ 10/5/2015 ARCH OPG \ = BUILT-INS BY STRUCTURAL DRAWINGS BY i \\/,\\/,\\,,/�\/�,\\�r�,\\/,\\/�\\ STRUCTURAL DRAWINGS BY I \\ \\�\`M, \\ \\f\\ \\, \\, 51 a� r�I� � OTHERS OTHERS i .�\\/,\\.�\\/\\.�\\�\\/\\,d\ OTHERS 'x/1&' "k A55UMED FIN15FED GRADE /\„fj'\ \ \ \/j A55UMED FINISHED GRADE /\/,�\/,e\%°�/,,Af ,�;// SCALE: _ /\\r\\/\\/\\/�\�`\\ \ \,� /\,�''�,� \/\, \/\f\/ '' \/\\/\\,''\\r\\•`\\ \/\,� /\.''\/\/\. ',-< x/\o° /' JOB NUMBER: ,- � �` .% ;;�� ° 514-055 0 0 FIN.FLR. °\ ,�\ - — _ STAR DATA: /\\//, /\:"\\//\\ o a o, / /\\',/\\''/\\'�°\\''r/ \`,,,'`,�``/\\ �\%'\� \ o a. /\\ \\ `%\',j'\\s'�\''/ 18 711/16 RI5ER5 W/ 1 \\/\j"\``\i`\\\/� J\ \�\� \x. GRADE 10"TKEAI)5 W1 T' \ \\ \\%f\\�\\fid`\\\j'`\J`\\ REVISED: //\/\,,/\��,\ , /\/\,\,,\r,\/ ,\�,\�,\ /\ .\,,\�,\/\�,\�,\R�,.\�, � CPYICAL WALL &MI5 . SECT( N5 0 C 5ECTION5 14 A CH OFNC7 5 STAIR SEC ION HARDIE LAP 50I1% HARDIE LAP 510ING 5CAlE.1/4_1 0 SALE.. TWO STORY WALL FRAME ONE STORY WALL FRAME OFFICE COPY U4 1 0 2 1 of: SCALE: 3/4"=1'-O" SCALE: 3/4"=I'-O" i ROOF SHEATHING s.. •...�... . ........... ..N...N.... •••..................... 2"MIN 51DE LAP ...•..N....N.. ............... ALONG RAKE PLACE DRIP "" "" ..:........................ .:::.. N N..... ..N.N...N.N.I.N....N: ...N.N....N.N... ... •NNN.N......... EDGE ON TOP OF •"t:•:::::...............:..r:.:::.. �Q :•......................... UNDERLAYMENT N..............N...:. """""""""""""' 36"WIDE UNDERLAYMENT INSTALLED WITH T ........................N......... ...................................: ..............N............ WRINKLES.U5E ONLY ENOUGH NAILS TO H LAP BRIER OVER LI .::�........................... � n ::..............:..N.......... ' :...... ................; FLANGE UNDERLAYMENT IN PLACE UNTIL COVERED ............................ v ................• . • 5HINGLE5 • . ' VINYL DRIP/WEEP 5CREED WALL SHEATHING w EXTERIOR FIN15H ASSEMBLY W/ N 5x5 METAL FLASHING ''�": 15#FELT OVER APPROVED g HOU5EWRAP0� ��- 4"MIN END KICK-OUT FLASHING (SEE :; LAP DETAIL) LAP FELT AND HOUSEWRAP OVER ALONG EAVE5 PLACE N UNDERLAYMENT ON TOP 0 s VINYL STUCCO STOP/WEEP �$�'`P ri N l%-.00,METAL DRIP EDGE g ,� M EXTEND KICK-OUT 2" BEYOND FASCIA 1 ; EXTEND 30#ROOFING FELT UP WALL 7!! 8„ Z MIN ON `- U 5 X 5 METAL FLASHING OVER ROOFING Q O \ i � �� FELT(NAIL TO ROOF DECK NOT WALL M--� METAL DRIP EDGE SET IN PLASTIC (� MIN 5!! I , ; SHEATHING) ROOF CEMENT&NAILED r FELT UNDERLAYMENT v� WN MIN i �, •�•'' CAP SHINGLE- DO NOT NAIL ^ 1 C4� SHINGLE ROOFING i . ''•. INSTALL WITH ROOF CEMENT PT1 X 2 w Q I�•'i I •'••, °_;'':'; 2 X 6 FA5CIA MTL DRIP EDGE I UNDERLAYMENT DEIZLAY C)ROOF CEMENT MENT o FASCIA SHINGLE ROOFING [� \\� PLACE 5HINGLE5 3/8"OVER ^~ • EAVE AND RAKE EDGE5 TO I—•� U `\\\� ','''�'`• PROVIDE DRIP EDGE M—� .sa, ••'• ALONG RAKES,CEMENT M�—I SHINGLES TO UNDERLAYMENT AND EACH OTHER IN A 4' NOTE: INSTALL KICKOUT FLASHING AT WATER ROOF EMENPHALr PLASTIC '� on O BOTTOM OF ROOF&WALL TIGHT INTERSECTIONS SEAL NON-CORRODING MTL EAVE DRIP ENE)OF FIRSTPF TRM roll-71 =TAIL� LL./Kl KOUT FLASHINS PETAIL LL FLASHINS SHINGLE SCALE: NT5 SCALE: NT5 TRIM TA65 FROM ALL STARTER COURSE 5HINGLE5 FI15ERGLA55 SHINGLE ROOFING OVER v 30#FELT OVER 7/16"OSB OVER 5TARTER COURSE S PRE-ENG WD TRU55E5 INSTALL SHINGLES OVER FLANGE AT HEAD PLACE SHINGLES INSTALL SHINGLES OVER OFF-RIDGE VENT CL05E TOGETHER FLANGE AT HEAD BUT DO NOT CROWD FIBERGLA55 SHINGLE ROOFING OVER ALONG RAKES,CEMENT 30#FELT OVER 7/16"OSB OVER 5HINGLE5 TO UNDERLAYMENT OPTIONAL: LEAD BOOT FLASHING W/ AND EACH OTHER IN A 4' INTEGRAL FLANGE SET IN PLASTIC ROOFgh PRE-ENG WD TRU55E5 s �������---���-�--�-�-•�•���� WIDTH OF ASPHALT PLASTIC ��► p 3£ gll GALVANIZED METAL OFF-RIDGE VE WITH CEMENT =' $1!§ ROOF CEMENT '►, 00 BAFFLE.SET IN PLASTIC ROOF CEME NT OR ; ._.....___._._.._...._.__._.. °_; �• �� •- SEALANT VENT STACK.5EE PLUMBING FOR SIZE a NON-CORRODING ° I g MTL EAVE DRIP &LOCATIONS s PLACE 5HINGLE5 3/8"OVER PREFORMED FLEXIBLE BOOT ! •�' EAVE AND-RAKE EDGE5 TO // PROVIDE Dilit GE SCREEN - FLASHING W/INTEGRAL FLANGE 31 / ......,.,.w.................................li �/ r .• s.. SET IN PLASTIC ROOF CEMENT C INSTALL FLANGE OVER SHINGLE AT BASE I! F l R5T COU 125Edo �- INSTALL OFF-RIDGE VENT -------- / FLANGE OVER SHINGLE AT '�"9, 3 BASE I .::.<•... /. ��. opI 111 121/2" 111/2" 121/2" to 11/2" 1"to 11/2" ■ ■ ■ ■ "Oop Monosson NOTES: NOTES: (ID M = ac 1. INSTALL IN STRICT ACCORDANCE WITH 1. INSTALL IN STRICT ACCORDANCE WITH D e s i g n MANUFACTURERS WRITTEN INSTRUCTIONS MANUFACTURER5 WRITTEN IN5TRUCTION5 Gontact@9kyMacae9ign.com 2.APPLY ROOFING CEMENT OR SELF-ADHERING 2. APPLY ROOFING CEMENT OR SELF-ADHERING '7495 5aundersville Ct. FLASHING OVER FLANGE AT HEAD ONLY FLASHING OVER FLANGE AT HEAD ONLY SHINGLE NAILING Jacksonville, Florida 52244 Phone: 904 TM 6556 IL OFF�RIPSE \/ENT PEW I \/ENT S CK FLASHINS ROOFINS PE 1 5 SCALE: NT5 SCALE: NT5 SCALE: NT5 3:12 or GREATER SLOPE (PER REVISIONS MANUFACTURERS SPECIFICATIONS) VATE: COMMENTS: VALLEY SHIN LE INSTALLATION: INSTALL SHIN LES USING'WEAVE'METHOD. 1. EXTEND(1) ULL END SHINGLE MIN 12" PAST CENTER LINE OF VALLEY.SEE MANUF WRITTEN INSTRUCTION OR ADDITIONAL INSTALLATION INFORMATION �•� 2. DO NOT NAI 6" MIN FROM VALLEY CENTER LINE DR% $Y' kig _jl 00 FIBERGLASS SHINGLE ROOFING OVER 30# //'' CHECKED BY: FELT OVER 7/16"OSB � OVER PRE-ENG WD TRU55E5 op do DATE. 10/5/2015 24"WIDE METAL VALLEY ��� 1/4��= 1: FLASHING OVER 30#FELT ��� ���� SCALE1-0 11 / ,,/-' JOB NUMBER: 514-053 40,0.0 OPTIONAL:36"WIDE SELF-ADHERING ROOFING UNDERLAYMENT CENTERED ON VALLEY(GRACE ICE WISED: AND WATER SHIELD OR EQUAL) DIRECTLY OVER 7/c," OSB OVER PRE-ENG WD TRU55E5 0 24"O.C. PRIME SHEATHING PER MANUF. INSTRUCTIONS DWG NO: M15C.5ECTION5&DETAIL5 P Fm- IL "' \/ALLEY FLASHINS OFFICE COPY SCALE: NT5 OF � N N g� o� N � N C-A Ig p kn UWoo till okn r� � o TEMPORARILY FOLD-UP& V Z SECURE HOU5EWRAP(OR Z o �"� TUCK FLAP UNDER)AT ^ (-T� HEAD � ru CUT HOU5EWRAP AT INSTALL WINDOW 45 DEG ANGLE :.:......:...:::: . ►Q o PLUMB, LEVEL AND ■'� :. ..:.:..::.. SQUARE PER ! ■ ♦♦ MANUFACTURERS ! 135 j , ;•. _ ■ .:; WRITTEN ! ■ ♦ INSTRUCTIONS MODIFIED"I"CUT IN ! ° ■ HOU5EWRAP 15j 11 ! ! _ APPLY 3/8 NOM. ■ ■ € � ALIGN FLAS [NO W/ ! • ! ! j INT.EDGE OF SILL R.O. ! CONTINUOUS BEAD OF i SEALANT AT JAMBS ■ ■ ■ AND HEAD or APPLY TO ■ ■ �..1 LINE OF WINDOW BACK OF WINDOW ■ ! ! MECHANICALLY '� ■ Q� OPENING f FOLD HOU5EWRAP IN AT NAILING FLANGE IN LINE ■+;. ■ �,�,,! ! ! FASTEN FAN ED 1 W/PRE-PUNCHED ■' ■ ! v • ! ! JAM55&SILL EDGE (CAP NAILS, HOLES OR 560TI9. ■ i I STAPLES) IF REQUIREP ::•: ::{;. : ■ ■ � ! BY FLASHING0 40 "¢t: }i: <{: ■ I MANUFACTU ER ::•:.:-:.;;;;;:{•:,. 1 :,i•:xY;};'':::,..:.r ::.:w.::::. I •••.. ■ ::. � ! ii'{'xx• }i{ti}}k. � FI iiik•Fv }{•rr } i F ey ! ` •}:.i'}'iiAS':':..;:.;.:•}1.:: t••JLNC:•:;.•3•:t :Xl CAVA, l APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL tt`'<s`m 611-Nf7 :.}. ..: .,{;} `''x•;,:. :�': t xc � i 3 SLOPE SILL R.O.TO EXTERIOR INSTALL 9" DE SELF-ADHERING '. FLEXIBLE ME BRANE FLASHING 0 � � v AT SILL t EXTEND FLA HING UP JAM135 6" MIN i _ ST P 1 STEL' 2 - ST��' m NOTE: - 1. WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF-ADHERING MEMBRANE FLASHINGS ARE USED. 2. IT IS THE INSTALLATION CONTACTORS RE5PON51511-TY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP,SEALANTS& SELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS INSTALL 6"WIDE SELF-ADHERING WARNING:SEALANTS/FLA5HING5 MAY REACT ADVERSELY IF NOT ac MEMBRANE FLASHING FOLD HOU5EWRA DOWN& COMPATIBLE. OVER NAILING FLANGE TAPE DIAGONAL I UT& D D e s i g n AT HEA ACROSS HEAD 0 WINDOW Gontact@9kyMw1Pesign.com '7495 5aundersville Gt. Jaaksonvi Ile, Florida 32244 INSTALL 6"WIDE Phone: 904 TM 6886 SELF-ADHERING MEMBRANE FLASHING ` OVER NAILING FLANGE ATJAMBS SEAL WINDOW FRAME TO INSIDE EXTEND SELF-ADHERING OF R.O.W/5EALANT AT SILL 5fI MEMBRANE FLASHING 1 ! AND A MIN 12 UP BOTH JAMB5 MIN BEYOND JAMB TO FORM A BACK DAM. SEAL REVISIONS FLASHING , 3 111 , I ., BALANCE OF FRAME WITH GATE: COMMENTS: SEALANT OR NON-EXPANDING MIN FOAM (PROVIDE BACKER ROD j f/ NAILS NO MORE THAN 311 00 WHERE REQUIRED) FROM ENDS OF FOAM { AND EVERY 12"ox. t = Q R64 Ld 4 9 •;i.° �Q :1 ! >3" FROM ! EXTEND MEMBRANE {{^::•: {'•• FLASHING MIN 1 BELOW SI }'' NOTE: NAILS TO BE 3 END OF :,'. kI 3 i`:;:••yiix;,. ;;�itri}:•� • ° PRAM�N BY: •i:•. "+•: f GALVANIZED ROOFING FOAM i g FLEXIBLE FLASHING -•{:i:VA{t.; <::;:;::t >s>:;;::}:.. y{i'::•i ' NAILS WITH FOAM BUTTON CAP • w�` SELF-ADHERING .�. _,;.. .......... .. ::. FLEXIBLE FLASHING at CHECKED BY: SILL,FLUSH TO INTERIOR FRAMING. d • = ATTACHED FOAM PIECE TO WALL DATE: 10/5/2015 (PRIOR TO NAILING)WITH t; EVERFOAM QB 300 ADHESIVE INTERIOR VIM^ SCALE: �� = 1 -0 r` STMj; JOB NUMBER: 51� 053 STEP '7STEP - ST��' S 10 REVISED: DWG NO: M15C.5ECTION5&DETAIL5 ^INPOV4 FLASHINS INS LL ON , PE 1 5 OFFICE COPY SCALE: NT5 OF MATCH HEIGHT 5GALE: I"=1'-O" OF BA5EBOARD $ W FINI5HED SURFAGE f� Lu 3/4" PLYWOOD TREADS t� 2x FRAMING — —— — -� Ea. TREADS As A GYP. BD. w 3�" — ItIxlo 5KIRT BOARD TYP fV J " I ------ � � 3/4 � N r TYP g EXPAN510� wC� 2x12 STRINGER GA 2x12 NOTCHED 5TRINGER (3 5TRIN6ER5 MIN. AT N EACH STAIR RUN) —— —J 1 XPAN510N e M s 5/8" PLYWOOD RI5ER5 r CTYPa y 2xI2 NOTCHED 5TRIN6ER 2x4 5PAGER /-— 5EGURE NOTCHED 5TRI N6ER TO 51 LL 0 i04 _—— PLATE WITH FRAMING ANGHOR5. 5EGURE U W Q 0 I PLATE TO SLAB WITH SLOT PI N5. I ALL WOOD IN DIRECT CONTACT WITH ~ I � N 1 � CONCRETE TO BE PRESSURE TREATED I OR PROVIDE IMPERVIOUS MEMBRANE W I SEPARATION A5 ALLOWED BY GORE. a W INSTALL 2X FIRE STOP AT (3) 2X12 5TRIN6ER5 TYP. 0 MID SPAN OF STRINGER O (3) 2XI2 5TRWER5 TYP. v� A � STAIRS STAIRS STAIRS SKIRT / WALL ETAIL STRINGER LANDING (TOP)� STRINGER DETAIL FLOOR 5GALE: 1 1/2"=I'-O" 5GALE: 1 1/2"=I'-0" 5GALE: 1 1/2"=I'-O" HANDRAIL5 SHALL NOT BE LE55 THAN 34" R MORE THAN 38" IN HEIGHT ABOVE THE STAIR NO51%. HANDRAIL5 5HALL BE GONTINUOU5 PER FLI T OF 5TAIR5. HANDRAILS SHALL BE 1 1/2" CLEAR OF ALL JAG, FIN15H MATERIAL5 AND EN05 SHALL RETUR TO WALL OR TERMINATE IN NEWEL P05T5 OR SAFE TERMINALS. HA IL5 SHALL BE 1 1/4"-2" IN GRO% SECTIONAL DIMEN510N,O APPROVED EQUIVALENT, 1 1/4" MIN. - 2' MAX. 1 1/2" GLR. AND BE SMOOTH WITH NO SHARP ED6E5/CO NER5. S HARDWOOD TOP RAIL STAIR AND RAILING SUPPLIER IN5TALLER L 5AT15FY ALL BUILDING DEPARTMENT APPROVAL REQUIRE T5 FOR 1 THE PRODUCTS THEY PROVIDE OR IN5TALL. WALL BRACKET AT 4'-O" 1/2' G16. BD OR I LAYER 5/8" THE HANDRAIL GON5TRUGTION SHALL BE O.G., MAX. GYP. BOARD VV/6" BATT IN5UL S ABLE TO RE515T A LOAD OF 200 LBS APP IED IN �,�� ATTACHED TO BACK ANY DIRECTION AT ANY POINT ALONG THE RAIL. ��,� 2x BLK'G = _ I/2" x 12" H PLYWOOD ALL 4 SIDES 0UARDRAIL5 5HALL NOT BE 200125 ,�p0 V11 2 LAYERS R-11 LE55 THAN 42" IN HEIGHT. , ° -� _ BATT IN5UL ANY DIRECTION _ { ANY OGATION �t- _ z {� F, � F, \� TRU55 CHORD a� w { I s ffA ..`� ?i.��{ t l� '`I`i i� fJ`e l •� int l e€ if I I 00 OPEN RAIL5 5HALL HAVE INTERMEDIATE RA:L5 OR _ IN5UL AN ORNAMENTAL PATTERN SUCH THAT A �\i=oo 11 � ,... � � ;f ear i +'_...,. •y+� f�F � s r ,. a �� I I E f�``'!f€S ;I ;`tea�( I I `'�••` 6 i'� ts.." ��,r^-....� ..,.,,�� .^,. •'`�v.��B�,`�'� f �''�"``\' ,�. 4 DIAMETER SPHERE CANNOT PA55 THROW _ _, m z -; .. ; �. , -7 \ M . 4" SPHERE .�41,\"\\ � ,.�� THE GUARDRAIL GON5TR IGTION SHALL — R MAY NOT PAS � ���I'..�y�, 3. ,��rvft' ,�•'`,`��`3 f �ti:�F€� `w�'{I{'� ...,> ��; �.' �� f � 33/ %' ✓�\ �� ��\� �\\3��0\ �"ti{ BE ABLE TO RE515T A LOAD OF 200 L55THROUGH PER LINEAL FOOT APPLIED ,. - HORIZONTALLY ALONG THE TOP RAIL OR SPHERE i IMP A5 REQUIRED BY CODE. MAY NOT PAS WALL MTD THE TRIANGULAR OPENINGS THROUGH TH15 DIAGRAM 24" 2 1/4' WD CA51% FRAME AT STAIR TREAD, RISER, 4 ILLU5TRATE5 THE 5PEGIFIG BOTTOM SHALL BE SUCH REGUIREMENT5 OF THE THAT A 6" DIAMETER BUILDING CODE AND 15 5PHERE CANNOT PA55 THROUGH. ONLY AN AID FOR BUILDING DE516N AND GONSTRUGTION. STAIRS STAIRS GUARDRAIL / ANDRAIL CODE DATA HANDRAIL DETAIL 221 /2" x 48" ATTI AC CCESS4 5GALE: 1 1/211=11-011 ._ �d 6 SCALE: I I/2 I-0 SCALE: I 1/2"=I'-O' Desi n 9 Contwt@9kyMaaPes ign.aom "7495 Saundersville Ct. Jwksonvi Ile, Florida 32244 Phone: 904 'TPI 6836 APPROVED HOU5EWRAP •'•'.'•'•'• OVER SHEATHING OVER WD STUD WALL REVISIONS L 6"WIDE .... ... < .... INSTAL E SELF ..... .. .... ... ..., <.. "lir • .,< MEMBRANE FLASHING ..f?±........,.'.....,.'.. , ,,..,. :;:;: ..... OVERLAPPING DOOR FRAME I'I .,..., DATE: COMMENTS: LINE OF DOOR. F. ?>......,..., „`..'.... ...,. .,........ OPENING :, ;�. I ....... ,. O,. ,.. I....,<,,..,' . i....d IN5TALL DOOR PLUMB,LEVEL INSTALL 6"WIDE : ' c<,... ,d.d................ AND5QUAREPER 5ELF—ADHERING MEMBRANE CUT HOU5EWRAP ' 9 FOLD HOU5EWRAP IN i.. y MANUFACTURER5 WRITTEN EXTEND 5ELF—ADHERING . ...,I .....i.... ,... , FLASHWG OVERLAPPING DOOR L..... ,.' ,..,I'.`.'.'.`.',`e,.,. AND AROUND JAMBS ,< ,, INSTRUCTIONS FRAME I ;:;:; '.',..'.<.'.'. MEMBRANE FLASHING 1 MIN .....,....; <...,...,,3,.. t ,....fi.<.< �. ,..<.d., BEYOND JAMB FLASHING V,V ,}. A..,.. }, DR,4WN SY: ><. 5,, .<i< i �. .5, < > .......... 3 kl CHECKED BY: I.'......d.. DATE: '.'.'.','.'.'. 5ET THRE5HOLD IN BED OF h :.: 10/5/2015 SEALANT 5EE DOOR DETAILS FOR FINISH/TRIM DETAILS ' APPLY SEALANT AT CORNER5 SCALE: AND FRONT EDGE OF n— i n THRE5HOLD JOB NUMBER: CJ1�-053 ST P 1 STEW 2 STEP 3STEPWSW: STEW � � DWG NO: OFFICE �O�� MISC.SECTIONS&DETAILS L7009 FIMA'ZHINS INSTALLATION P 5CALE: NT5 OF ELECTRICAL KEY $ SINGLE POLE OUTLET ` DUPLEX CONVENIENCE OUTLET .s Im-� DUPLEX OUTLET A50YE COUNTER 1111r%, WEATHERPROOF DUPLEX OUTLET Cie) GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET in AFCI ARC-FAULT CIRCUIT-INTERRUPTER. � N HALF-SWITCHED DUPLEX OUTLET i ® 5PEGAL PURP05E OUTLET/JUNCTION BOX N DUPLEX OUTLET IN FLOOR g CT 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH M THREE-WAY 5WITCH ''g 1! W FOUR-WAY 5WITCH jog -R RHEOSTAT 5WITCH O L/') DM DIMMER 5WITCH UrT, W O O QQ REINFORCED JUNCTION BOX I I WP/GFIIP/GFI �14j 11 t E'er -0- CEIL LIGHNFIX MOUNTED INCANDE5CEN \ GFI y WP/GFI „N �( } WALL MOUNTED INCANDESCENT VP VP GFI TANKLE55 IRRIGATION W LIGHT FIXTURE / o o WATER HEATER I , O �••.� RECE55ED INCANDE5CENT LIGHT FIXTURE z z -�- I o RECESSED ADJU5TABLE EYEBALL z INCANDESCENT LIGHT FIXTURE � CLNG FAN W1 LIGHT , � PROVIDE ADEQUATE SUPPORT / I Z -�• INCANDESCENT LIGHT FIXTURE I `�'PC WITH PULL CHAIN EMERGENCY LIGHT7- .00e , /VENT TO EXT =_- FLUORE5CENT LIGHT FIXTURE i /. / .i ' PC' 1 1 •'' I I � A4 ti C FLUORESCENT LIGHT FIXTURE 0 / ;1 �•— — •\ GFI \ / WITH PULL CHAIN I X TRACK LIGHT \ / l _ OF _______ ® F�MA5TER TECH 5Y5TEM HUB \ I , I i I / \ I o ! (, EXHAU5T FAN(VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) \ 1 0 o I— ' -�] EXHAUST FAN WITH HEAT LAMP �\• — _ I , (VENT TO EXTERIOR) \• v / r uPU5HBUTTON 5WITCH SD AT 72"FOR PB SECURITY ....� .�w�. __. •_....... ....� �...._ _.....-. ..o.�... ......�.. . � // � — — — — — — — —` SD 110Y 5MOKE DETECTOR O W/BATTERY BACKUP10 -------------------------- __ __ _ _._ � _ -. _�_ _- .___ _ PB GFl ® HEAT DETECTOR = _ _ — — - 0 1 \3 — ff I > ® CARBON MONOXIDE(CO2)DETECTOR N GF10 .1 m 3 (D THERMOSTAT I I ----- - --- ----- � I OS 5PEAKER \ 40 ® TELEPHONE '\ I� 7[ COMPUTER QN TELEVI510N I I / / \ \ \ --- • ELECTRIC METV I I / /• . / CLNG FAN W1 LIGHT o ELECTRIC PANEL / / I PROVIDE ADEQUATE SUPPORT I \ I CEILING FAN I I / \• _TO LIGHT \ (PROVIDE ADECUATE SUPPORT) / \ I ( / I \ I J ABOVE t, / CEILING FAN WITH INCANDESCENT 1 ! LIGHT FIXTURE (PROVIDE ADEQUATE 5UPPORT GFI �® GA55UPPLYWI,HVALVE I I CLNG ANW LIGHT PROVIDE arQua SUPPoRr 8 10/4 +l-EQ 8 10/4 +l EQ — — �— L005E KEY GA5 VALVE ( I WP/GFI 1' \ ! I w �7 H05E BIBS WTH 5HJTOFF I I ( \ FLOOR PLUG I / HB W/5HU70FF I I . ` \VERIFY FINAL \ TI I \ \ LOCATION HB H05E BIBS \ —4-�w 1/4"WATER STUB OLT 0GDO OUTLET FOR GARAGE DOOR OPENER I I '' 1 ac — -I DISCONNECT 5WITCH � I �. � I I I \ , I I I GFI ! _ D e s i g n ELECTRICAL NOTES: = Cont8ct@9kyMwPesign.com I I •—•�• ° GFI / - -_- - -I I__ -- '749s Saundersville at. 1. PROYIDEANDINSTALLLOCALLYCERTIFIED I ( PEND'LT \ �� I I, Jacksonville, Florida 32244 SMOKE DETECTORS&CARBON MONOXIDE DETECTORS I I /• � PEND.LT I I I I Phone: 904 "I"I"I 6336 A5 REQUIRED BY NATIONAL FIRE PROTECTION A550CIATION / (NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CCDE5 2. PROVIDE AND INSTALL GROUND FAULT GIRGUIT-INTERRUPTERS(GFI)A5 REQUIRED BY NATIONAL ELECTRIC CODE(NEC)AND MEETING + / THE REQUIREMENTS OF ALL GOVERNING CODES, / ! / I I 1 nt 3• ELECTRICAL CONTRACTOR TO PROVIDE ( I REQUIRED DIRECT TOK-UPS/THER S. REVISIONS 4. HVAC CONTRACTOR TO VERIFY THERMOSTAT I I 1 . LOCATIONS. 5. ALL ELECTRICAL AND MEGHANiCALEQUIPMENT / � 3 � (I.E.FURNACES,A/C UNITS,ELEC`RICAL PANELS, / GFI SANITARY 5UMP PITS,DRAIN TILE SUMP,AND /' GFI PATE: COMMENTS: WATER HEATERS)ARE 5'UBJECT TO / 220V r, •–� RELOCATION DUE TO FIELD CONDITIONS. / 6. A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY ! PB WP/GFI INSTALLED FIXTURES SHALL BE HIGH EFFICACY LAMPS OR A MINIMUM OF 75 PERCENT OF THE PERMANENTLY IN5TALLED LIGHTING FIXTURES SHALL CONTAIN CFL OR BETTER LAMPS PER I r– ENERGY CONSERVATION CODE,8404.1 I I ELECTRICAL DEVICES: ABOVE FIN15HED FLOOR L_ -J SWITCHES OVER COUNTER •••••••.•• 48"TO CLGFI , GF1 0 I i GFI WALL OUTLETS OVER COUNTER •••••••• 48"TO CL REMAINING 5WITCHE5 ..••••••.• 48"TO CL WALL OUTLET5 ......•••• 12'TO CL k e g BATH VANITY BRACKET OUTLET 1,2 A (1"ABOVE TOP OF MIRROR) •••••••• 80"TO CL — — — — — — — — — — — — — — WATER SOFTENER AND 5UMP OUTLETS•••••••••• 48"TO GL — — — — — — — — — — — — — — — — — — — — — — — — CHECKED BY: TELEPHONE OUTLETS ....•.•... 12" 0 GL TELEVI5ION OUTLETS •.••••I•.• 12TO CL EXERiOR GFI OUTLETS ••.••••• 12"TO GL PATE:GARAGE GFI(ABOVE GARAGE FLOOR)•••••••••• 48"TO CL 10/5/2015 BA5EMENT WALL OUTLETS ••••.• 48"TO CL FRONT DOOR COACH LIGHT 72"TO C� GARAGE DOOR COACH LIGHT, 84'1 TO CL SCALE: 1 A4 SCALE: I� 1'–O" (ABOVE GARAGE FLOOR) 64"10 BTM DINING AND 5REAKFA5T FIXTURE •.•• OF FIXTURE 96,110 51M JOB NUMBER: FOYER AND STAIRWAY FIXTURE OF FIXTURE - 514 O�3 THERMOSTAT 54"TO CL DOORBELL CHIMES 84"TO CL LEVEL W/ REVISED: DOORBELL BUTTON DR HANDLE KITCHEN HOOD FAN"WHIP" 66"TO CL MAIN FLOOR ELECTRICAL PLAN KITCHEN WALL HUNG MICROWAVE OUTLET 76"TC CL PAA NO: KITCHEN DISHWASHER RECEPTACLE •••••••••• UNDER SINK 5GALE;1(4"=1'-9° MAIN FLOOR ELECTRICAL PLAN KITCHEN RANGE 24"TO G_ KITCHEN REFRIGERATOR •••••••••• 48"TO CL OFFICE COPY WA5HER/DRYEROUTLET 48'TO CL CL=CENTER LINE 1=FIELD VERIFY 2=MASTER DA-H 5TANDARD 30"HIGH OF VANITY TO BE RA15ED 4" EwlCoTRICAL. K Y U 51NGLE POLE OUTLET �l �$ DUPLEX CONVENIENCE OUTLET .4 ~ DUPLEX OUTLET ABOVE COUNTER n WP WEATHERPROOF DUPLEX OUTLET GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET +4 AFCI ARC-FAULT CIRCUIT-IN ERRUPTER. HALF-SWITCHED DUPLEX OUTLET � N ® 5PECIAL PUKP05E OUTLET/JUNCTION BOX N DUPLEX OUTLET IN FLOOR g O1 220V 220 VOLT OUTLET N d' ® OVERHEAD DUPLEX �- WALL 5WITCH M THREE-WAY SWITCH 4 FOUR-WAY SWITCH QI RHE05TAT SWITCH R 0 -DM DIMMER SWITCH J D REINFORCED UNCTION BOX MOUNTEDCEILING � o -0- IGHT FIXTUREINCANDESCENT I �j i WALL MOUNTED INCANDESCENT ��'���""" LIGHT FIXTURE RECE55ED INCANDE5CENT LIGHT FIXTURE I i ; / ( z lr') _ - / 0 RECE55ED ADJUSTABLE EYEBALL ( / I o INCANDE5CENT LIGHT FIXTURE I I I CLNG FAN W/LIGHT I z / PROVIDE ADEQUATE SUPPORT u -(�- INCANDE5CENT LIGHT FIXTURE i ; I - 0 w `r PC WITH PDLL CHAIN I I I EMERGENCY LIGHT FLUORE5CENT LIGHT FIXTURE I �� X FLUORESCENT LIGHT FIURE i I XT WITH PDLL CHAIN TRACK LIGHT ® MA5TERTECH 5Y5TEM HUB Q EXHAU5T FAN(VENT TO EXTERIOR) I � EXHAU5T FAN/LIGHT COMBINATION I o I GFI / N (VENT TO EXTERIOR) I z /� - ] EXHAU5T FAN WITH HEAT LAMP I �''`•- % , / / (VENT TO EXTERIOR) © CHIMES I / \. I uI �'-'PB PU51­113UTTON SWITCH ® 110Y SMOKE DETECTOR W/BATTERY BACKUP I I ® HEAT DETECTOR E:i! LJ I - - - - - - - - - - - - - - - - - - - CO CARBON MONOXIDE(CO2)DETECTOR � - - - - - - - - - - - - C0 � � � I � - - - - - - - - - - � 0 I Q THERMOSTAT I •// II I s US SPEAKER I /'// /• I I I P[]I TELEPHONE I / I I I 1/ COMPUTER Q TELEVISION I / /• I I I • ELECTRIC METER ELECTRIC PANEL I , I I I I CEILING FAN I I I (PROVIDE ADEQUATE SUPPORT) �. CLNG FAN W/LIGHTT TO 5WG CH CEILING FAN WITH INCANDE5CENT I \ PROVIDE ADEQUATE 5UPPOR LIGHT FIXTURE I 1 I I BELOW (PROVIDE ADEQUATE 5UPPORT) �- GA5 5UPPLY WITH VALVE I I �- LOOSE KEY CE VALVE -�� H05E BIBS WTH 5HUTOFF HB W15HUTTOFF I N CO SD I -�HB H05E 1311313 I $p 1/4"WATER 5TUB OUT I / GPO OUTLET FOR GARAGE DOOR OPENER ac I 015GCNNECT SWITCH Design ELECoTRICAL NOTES: I / ' \ I Contact@5kymwPe9ign.com '1495 5aundersville Ct. 1• PROVIDE AND INSTALL LOCALLYCERIFIEG I I .Jacksonville, Florida 32244 SMOKE DETECTORS&CARBON MONOXIDE DETECTORS I I • Phone: 904 Tm 6336 AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)AND MEETING THE REQUIREMENTS OF ALL I CLNG FAN W/LIGHT , GOVERNING CODES PROVIDE ADEQUATE 5UPPORT 2. PROVIDE AND INSTALL GROUND FAULT VENT TO EXT I CIRCUIT-'NTERRUPTER5(GFI)A5 REQUIRED BY I I NATIONAL ELECTRIC CODE(NEC;AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECTHOOK- , 4. HVAC CONTRACTOR TO VERIFY THERMOSTAT I I REVISIONS LOCATIONS. I --------- YP 5. ALL ELECTRICAL AND MECHANICAL EQUIPMENT Tv I PATE: COMMENTS: NTS: FURNAGE5,A/C UNITS,ELECTRICAL PANELS, - - - - - - - - - - - O SANITARY SUMP PITS,DRAIN ILE SUMP,AND WATER HEATERS)ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 6. A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY ( I I I IN5TALLED FIXTURES SHALL BE HIGH EFFICACY LAMPS OR A ` MINIMUM OF 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN CFL OR BETTER LAMPS PER ENERGYCON5ERVATION CODE 8404.1 ELECTRICAL DEYLCE5: ABOVE FIN15HED FLOOR: SWITCHES OYER COUNTER ••.••••••• 46'TO C':. I I WALL OUTLETS OVER COUNTER •••.•• 48'TO CL REMAINING SWITCHES " 48"TO CL - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - WAL_OUTLETS 12'TO CL .2 s�wN BY: keg BATH VANITY BRACKET OUTLET' :1 (1"ABOVE TOP OF M'RROR) •••.•••••• 80"TO CL WATER SOFTENER AND 5U MP OUTLETS•••••••••• 46'T0 CL CHECKED BY: TELEPHONE OUTLETS "' 12"TO CL TELEVISION OUTLET5 " ..•'••• 12"TO CL EXEKIOR GFI OUT:ET5 ••• •••••• 12"TO CL DTE• GARAGE GF[(ABOVE GARAGE FLOOR; •••.•••••• 48"TO CL 10/5/2015 BA5EMENT WALL OUTLETS • • ••••• 48"TO CL FRONT DOOR COACH LIGHT •.•.•••••• 72"TO CL GARAGE DOOR COACH LIGHT, SCALE: •••••••••• 84"TO CL 411_ 1._O (ABOVE GARAGE FLOOR) 1/ .. 0541-70 BTM DINING AND 13REAKFA5T FIXTURE ••• •••••• OF FIXTURE 901, TM FOYER AND STAIRWAY FIXTURE •••.••• OF FIXOTUBREE JOB NUMBER: 514_053 THERMOSTAT .•••••• 54"TO CL DOORBELL CHIMES •••.•••••• 84"TO CL LEVEL W/ 15 OOORDELLBU, N .........• DR HANDLE KITCHEN HOOD FAN'NJHIP' ••I••••••• 66"TO CL UPPER FLOOR ELECTRICAL PLAN KITCHEN WALL HUNG MICROWAVE OUTLET ......•... 7E"`0 CL DWG NO: KITCHEN DISHWASHER RECEPTACLE ••• .•.••• UNDER 5:NK 5CALE:1Wzf-O" UPPER FLOOR ELECTRICAL PLAN KITCHEN RANGE •••..••••• 24"TO CL KITCHEN REFRIGERATOR ••• •••••• 48"TO CL 'WASHER/DRYER OUTLET ••••• 48"TO CL OFFICE COPY CL=CENTER LINE 1=FIELD VERIFY 2=MA5TER BATH STANDARD 30'HIGH OF VANITY TO BE RAISED 4' i ESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING 0.131X3m TOE NAILS TYPICAL DOU131E TOP DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS PLATE SPI 11-F 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES PSF CONNECTOR FASTENERS FL# CODE 0.131x3" END NAILS: 2x10, 2x12 = (7) NAILS '-0" MIN. SPLICE LENGTHTYPICAL TOP PLATE NAILING: DESIGN IS VOID ONE YEAR AFTER THE DATE � E ORIGINAL PLANS, 1 CAR SYP SPF 9" LVL, 11" LVL = (7) NAILS / (16) 0.131x3" NAILS FASTEN ALL TOP PLATES UNLESS PLANS HAVE BEEN REVIEWED FOR CODEC ORIGINAL TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22'9 t » (2) 0 2x4 14" LVL, 16" LVL = (9) NAILS VENLY SPACED TOGETHER w AREA (sf) ZONE (PSF) 'a' = 4'-6" DOOR USP A35 450 450 (9)10dx1 2 (3) t0 2x6 / (" ROWS DESIGN LOADS: ACTUAL AND UNIFORM ZONE SF) +25.6 -34.2 (8'x R -25'0 USP RT7 585 495 (5)8d EA. ND (4) ® 2x8. OF .131x3 ® 12" O.C. STAGGARD. SYP#2 10 SYP#2 DBL. HEADER, 4'-0" IN. ROOF FLOOR USP RTBA 775 650 (5)1Odxl'/2 EA. END TYPICAL WALL FRAMING NOTES: FULL HEIGHT ANCHOR 6"MAX. TOP PLATE PER PLAN 2 CAR ROOF SHEATHING, ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 USP MTW12 1195 860 (7)1 Odxl'/z EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS EITHER SIDE OF PLATE Lou P o n t i g o a n d TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _23 9t/ » EAEND ALL WALL STUDS.. HEIGHT CHANGE Associates, f n c. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') USP HTW20 1450 1245 (12)10dx1 2 . NN7 TOP CHORD DEAD LOAD 20 psf (TILE SHIN LES) 10 psf USP MSTA24 1640 1455 (9)10d EA. ND 2. USE SYP#2 FOR ALL TOP SEE 5/SO.O 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 psf • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. -�- REQUIRED IF SHEARWALL ARCHED TRANSOM OPTION: BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END - HEADER 420 Osceola Avenue THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 __ 2x SPF DIAGONAL BLOCKING '/2"0 ROD 0 FTG. 3. USE SYP#2 FOR ALL TOP � SIMPSON H2.5T OR FASTENED w/ 3-0.131"x3" )ax. beach, Florida 32250 DROPPED DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 I LSTA12 STRAP FOLDED EA. END TYPICAL. Ph.242-0908 Fax.241-9557 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/ 80 (6)10d TO EADER HEADERS HEADER 1 OVER TOP PLATE SHEATHING MAY EXTEND 2" FL:CA#8344 SC:CA#3579 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/e"sb ROD 0 FTG. 4. ALL WALLS SHALL BE I ( __ PAST BLOCKING- WINDOW POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/e"0 ROD 0 FTG. BALLOON FRAMED FULL I ( ' __ ___ ARCHED SYP#2 HEADER, ATTACHMENTS MUST WIND LOADING: s �� -- TRANSOM # ANCHOR INTO 2x MATERIAL. HEIGHT TO ROOF OR FLOOR L-- --J FULL HEIGHT PER PLANS • LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /e 0 ROD / (12)16d BEARING ELEVATION U.O.N. ON FASTEN LOWER STUD OPTION ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE ESIGNED WITH A PERMANENT TRUSS SYP#2 DBL. TO TALLER STUD w/ SEE RIGHT ANCHOR SEE MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/8"0 ROD / (12)16d PLAN. BRACING BY OTHER TOP PLATE 2-ROWS OF 10d COMS PLAN FOR SIZE JACK AND BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS • PLUS = PRESSURE AND MINUS = SUCTION. » AND LOCATION KING STUDS, OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICA Y, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/4"x2-' 4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 12 O.C. WINDOW SILL SEE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHA-L BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING / SEE PLAN � SCHEDULE 3 S2.0 �```J��j �. PON��•�,� � RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB BLOCKING AT ALL FOR SILL SIZE AND WINDOW SILL SEE *��� •°°.°••, �o P-4 BY 0.75 WHEN COMBINED w/ DEAD LOAD. SIMPSON CONNE TORS / TYPICAL SOLE +� •;�E •• THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w 16d MASONRY CUT NAILS ® SHEATHING JOINTS: PLATE NAILING: CONNECTION EACH SCHEDULE 3/S2.0 SOLE PLATE ANCHOR: ,.'��� •.`°° •'•. BASIC WIND SPEED (ASCE 7-10) --_--__ _ 130 MPH a * 16" O.C. MINIMUM. SEE 2x4 FLAT WISE. FASTEN " END FOR SILL SIZE AND EPDXY ANCHOR (MIN •% • � UPLIFT EACH END WITH 2-10d 0.131x3 TOE NAILS: CONNECTION EACH • IMPORTANCE FACTOR 1.00 Ila L FOUNDATION PLAN ADDITIONAL TOENAILS. ONLY REQUIRED (3) ® 2x4, END 3 EMBED.) 3311 � MEAN ROOF HEIGHT ------------ --- 20.0 FT o �- �� a 7a,k_ CONNECTOR SYP SPF FAST NERS FL# CODE ANCHORS AT SHEARWALLS AT SHEATHING JOINTS FOR (4) ® 2x6, THREADED ROD ' ROOF PITCH --------------- - 6/12 �, / c _ -- � I o A35 450 450 12-8dx1'/2" 10446.4 EXTERIOR WALLS AND 5 ® 2x8. EPDXYORS DRILLED & • = I . SHEARWALLS --- TATE OF �- BUILDING CATEGORY ------------ II PLATE WASHER, � aL a H2.5T 600 520 5-8d EA. EN 11478.3 PT. SPF#2 SEE SCHEDULE BELO44- 0 • EXPOSURE CATEGORY ----------- ---" C ���DENOTES EDGE STRIP. _------- r-- SEE C & C CHART H8 620 530 5-10dxl'/2" A. END 11470.3 SEE PLAN FOR S D SIZE SOLE PLATE � ENCLOSURE CLASSIFICATION ---ENCLOSED ° I AND O.C. PACING. FLOOR SHEATHING, �tS' °"°°•'° ABOVE FOR a DIMENSION MT'S12 1000 860 7-10dxl'/2" A. END 10456.3 C3 INTERNAL PRESSURE COEFFICIENT ------ --- t .18 SEE SPECIFICATIONS o HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 CONTINUOUSKIN Luis A. P o n t i o, PE o L-- --j MSTA24 1765 1270 9-lad EA. E D 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS FOUNDATION SEE PLAN $ MATERIAL SPECIFICATIONS a �- - WHERE POST IS ABOVE. 0 16" O.C. 6MAX. 12 FL1 MSTA36 2050 1870 13 1od EA. E D 1 8 2. � z�, WALL FRAMING AT WALL FRAMING AT MIN. WALL FRAMING AT � � HARDWARE AND ANCHORS: ° i�_ __.itc 18-16d TO USS BEAM I I �'-' FROM SOLE DROPPED HEADER CONDITION ANCHOR BOLTS do THREADED R00: SHALL BE IN A CORDANCE WITH HTT4 3480 3080 R / 11496.2 Q J PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK REVISIONS DATE [NOT ACTUAL PLAN] a - o'� 1-s/a"0 ROD 0 FTG. SYP#2 DBL. I I w a ASTM A 307 OR ASTM F 1554 GRADE 36. TOP PLATE = AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WASHERS: SHALL BE IN ACCORDANCE WITH ASTM 500 (GRADE B). SERVICE 32-16d TO USS/BEAM - I N Z WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & SOLE PLATE ANCHOR SCHEDULE NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 56 GRADE A HEX. SCOPE OF HTTS 5250 4670 1 %"0 ROD 0 FTG. 11496.2 i---- - I I Q>_ JACK STUDS 2 TYPICAL WALL FRAMING THREADED EXT. WALL SHEARWALLS WASHER METAL CONNECTORS: ALL METAL CONNECTORS WHI H ARE EXPOSED TO 6-10d TO HE DER I I ( 3 m BUILDER MAY CHOOSE EITHER THE DROPPED EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I S0.0 ROD � SPACING SPACING SPEC, DEPTH DISTANCE o_Z HEADER CONDITION OR RAISED HEADER CONDITION » t » t » RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q$ BE RESPONSIBLE 4-10d TO J01 T ( I J 3/8 40 16 2x2x/B 3/2 1 3/4 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, H ES SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO H ADER I I 1 -- J ° 1/2 48" 24" 2x2x'/B" 3'/2" 1 3/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN READED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 O 905 785 10531.36 L---- --J N (U.O.N.) OTHER PERSONS PERFORMING THE WORK OR- FOR THE FAILURE FOR ANY OF 6-16d TO J01 T t SEE 1/SO.1 MASA 48" 24" N/A N/A N/A ANCHORING ADHESIVE: SHALL BE ONE OF THE FOL OWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 /B 0 ROD w/ 12-16d 10849.6 SEE 5/S .0 DOCUMENTS. SYp#2 (2)12d TOE (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 %"0 ROD w/ 12-16d 10849.6 INTERIOR BEARING WINDOW SILL SCHEDULE HEADER NAILS E.E. EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: WALL: SEE SCHEDULE ROUGH DROPPED HEAD MINIMUM END PER PLAN OPENING (MIN) RELD ALTERATION REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 BLOCKIN FOR STUD SIZE OPENING OR SILL PLATES FASTENER EACH END ) STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TOSTUD/BEAM/POST AND O.C. SPACING. WALL = 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC (WWF): SHALL BE ASTM A18 WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 SHEATHING PONTIGO 8 ASSOCIATES PRIOR TO 1-'/"0 ROD 0 FTG. 2x4 FLAT .�E. 4 6'-4" (2)2x4 SPF 2 (5)12d TOE NAILS END RATED SHEATHING MAKING ANY STRUCTURAL FIELD LAMINATED VENEER LUMBER {LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 2 FASTEN EACH END ( ) FASTENER BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHCH MAY VARY SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 WITH 2-10� TOENAILS. 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS SHEATHING FROM THE INTENT OF THE ORIGINAL MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600P31 SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY ONLY REQ (RED AT MALL SHEATHING TO " • • • • • • • •• • CONSTRUCTION DOCUMENTS.ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 BLOCKING AT ALL SOLE PLATE 4 12'-0"1 (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS FIELD ALTERNATIONS MADE PRIOR TO SHEATHING JOINTS SHEATHING JOINTS: RAISE '/ " FROM EXAMPLE OF PANEL BEING APPROVED BY LOU PONTIGO& CONSTRUCTION SPECIFICATIONS FOR EXTEROR WALLS 4 SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN GENERAL NOTES Et AND SHEAR';`lALLS 2x4 FLAT WISE. FASTEN BOTTOM OF SOLE WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. EACH END WITH 2-10d PLAN AND FASTEN WHERE REQUIRED BY ADDITIONAL ENGINEERING OR WALL HEAD Q$ SILL INSPECTION FEES. SHEATHING TOENAILS. ONLY REQUIRED w/8d ® 3" O.C. PLATES SEE GENERAL NOTES. FLOOR SHEATHING SPECIFICATIONS AT SHEATHING JOINTS FOR KING & JACK SCHEDULE 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON ® 6" O.C. EDGE & FIELD EXTERIOR WALLS AND SHEARWALLS STUDS SEE PLAN ROUGH OPN'G, SEE ARCH. NAIL SPACING AT ROOF SHEATHING SPECIFICATIONS: SUPPORTED EDGES, SHINGLE- MIN. 7/18", 24/16, APA RATED OSB OR LYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). SEE DET ILS SEE DETAILS (6)12d TOE NAILS GENERAL NOTES ON S1.0 ON S1.0 TOP & BOT. 2x_ SPF T&B w/ - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). --- -- - - A 12d 0 8" O.C. EXAMPLE OF UNSUPPORTED U F--- r- F , KING & (TYP) (UNBLOCKED) PANEL EDGE WALL SHEATHING SPECIFICATIONS: I I JACKS STRUCTURAL APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE I I POR PLAN w v �Ov G (TYPICAL) FLEXIBLE FINISH-MIN. x/18", 24/16, , ORIENTED VERTICALLY OR HORIZONTALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I I I I I I A V) I I I I I `�a GIRT/VEER� " " » SIMPSON LTP4 ON JOINT. NAILING TO INTERMEDIATE W STUCCO FINISH.-MIN. 7/1B , 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d ® fi O.C. EDGE AND 6 O.C. FIELD. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. L--------J L--------J L-------_J INSIDE FACE, IF NO SUPPORT IS 6" O.C. MAX. U ROOF JACK STUD 2x SPF RIPPED (LION) TRUSSES, OR MASONRY SPECIFICATIONS: TO FIT ARCH. FLOOR JOISTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WI ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530A-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM of 28 DA COMPRESSIVE STRENGTH OF SINGLE STO Y MULTY STORY BOX BEAM BETWEEN WINDOWS DEPTH REVD. -., 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP., MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY E USED IN BRICK VENEER. IN TWO STORY FRAMING SECTION A-A CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WALL SECTIONS 3 WINDOW HEAD AND SELL. F . .:: . G�`� 4 SHEATHING NAILING DETAIL CONCRETE MASONRY UNITS (C _ CMU SHALL BE IN ACCORDANCE WITH ASTM C90--15, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f m=1500 psi). GROUT ALL CELL CONTAINING VERTICAL �-o �_O SO.0 SCALE: 3/4" = V-0" [ n REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". �+ I ALL CONCRETE MASONRY U ITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE MASONRY STEM WALLS. z USED. GROUT ALL CELLS CONTAINING VERTICAL RE FORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALLBE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALLBE REINFORCED FULL HEIGHT 1'/z" 11/2" WITH - #4 0 4'-0" O.C. MAX. AND AT EACH COR ER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 1 O DIAMETERS INTO EACH ELEMENT. AT STEMWALL CO STRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL E INCREASED AS NOTED ON NAILS 0 8" O.C. ° 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REI FORCING SHALL BE A MINIMUM OF 6". 2 PLY STAGGERED FULL HEIGHT BEAM. ANCHOR 2x4 BLOCKING CLAY MASONRY (BRICKS 3 PLY BEAM. cit a BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. _ ®24" O.C. FASTEN ° 2x4 MEMBERS: teOVFR EACH END w/3-10d • (1) ROW OF 1 O • • TOENAILS CONCRETE SPECIFICATIONS:ALL CONCRETE HAS BEEN DESIGNED IN ACCORDAN E WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI T 28 DAYS EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 4" O.C. CONCRETE AT GARAGE AND PORCH SLABS SHALL AVE A COMPRESSIVE STRENGTH OF 3000 PSI. TO TOP OF TRUSS AS SHOWN. AT 12" O.C. PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS:GENERAL NOTES: AT HORIZONTAL JOINTS. (2) ROW OF 10d STUD BELOW(3) ROWS 12d NAILS ® 4" O.C. LOWER TOP11-COMMONS 4-10dFOOTING AND FOUNDATIONS: AT 12" O.C. STAGGERED PLATE AT BREAK P DOUBLE .• FOOTINGS AND FOUNDATIONS SHALL BE IN ACCOR ANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE L�EEL ;o _-0" EA. SIDE. TOP PLATES ,•-� ROOF SHEATHING, SEE WALL INTERSECTION SUBSURFACE CONDITIONS. IF THE FOOTING ELEVAT NS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL 2 & 3 PLY BEAMS ORTHOGONAL VIEW 2x SPF BLOCKING � SPECIFICATIONS BELOW. 2x4 OR 2x6 POST 2x8 POST OF CORNER CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIE PROCTOR IN ACCORDANCE WITH ASTM D 1557. RIPPED TO FIT WITH GAP SHOWN PRE-ENGINEERED WOOD FOUNDATION PLAN ONLY CONVEYS STRUCTURAL IN ORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND OCATION FROM THE o FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE R LOCATION IS NOT ROOF TRUSSES. (3)ROWS OF 5" (3)ROWS OF 6�4" ' � DETERMINED ON PLAN THEN CONTACT ENGINEER RECORD (EOR) TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD � ® • W UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMU CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 48" O.C. OR ROD CHAIRS. FASTENERS 024"o.c FASTENERS 24"o.c PROVIDE CONTINUITY OF REINFORCING AT INTERSE TIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 AS SHOWN AS SHOWN "T1 RNR WA INTERSECTION O BAR DIAMETERS �� LLCONDITION CONCRETE SLABS ON GRADE. SHEATHING MAY 3-PLY - CONDITIONS N TTI N SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYS YLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMINATE AT 4 PLY NOTES: TERMITES. SAWCUTS: FOR CONTROLLED CRACKING UTA 1" SAWCUT INTO SLAB INA 16'x16' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. TOP OF DBL. UPLIFT 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECT( .. TOP PLATE. CONNECTOR, 16" LVL AND GREATER 2. •- DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERT( WOOD FRAMING SPECIFICATIONS: SEE PLAN FULL HEIGHT NOTES: O 4. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN O ANCHOR DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCO DANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WI MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE M L�i.E SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR ON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN • z STAINLESS STEEL. TYPICAL CONNECTION PRE-ENGINEERED WOOD TRUSS'S: HEEL < 5" 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY U! SHALL BEAR THE SEAL OF AN ENGINEER IN THE ATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTAL ED AT BALL TRUSSES AS IN ADDITION To (2) PLYs FRAMED WALL CORNER AND INDICATED IN THE TRUSS SHOP DRAWINGS. ALL SS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACT G PER COMMENTARY' AND ROOF TRV S CONNECTION 7 " SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. EN USING 2 STRAPS ON s BUILT-UP MEMBER FASTENING �pg U RECOMMENDATION FOR HANDLING, INSTALLING & ACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91. AT MULTIPLE STRAP CONNECTIONS, ( ) low SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. �_O S0.0 so. SEE PERMITS FOR ADDITIONAL � DESIGN ROOF COVERING SPECIFICATIONS: FULL HT ANCHOR TER (NATES SEE AND CONDITIONS 0 AT UPPERMOST TOP PLATE WHERE ANCHOR IS THE CONTRACTOR SHALL BE RESPONSIBLE FORT DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFA TURER'S REQUIREMENTS. CLAY CRITERIA AND TILE ROOFS SHALL BE INSTALLED PER THE " ONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E154 AND BE INSTALLED w/ NUT AND WASHER. SPECIFIED ON PLAN Z ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. ADJ. TO GIRDER/BEAM WASHER- REVIEWED 8Y: DATEs .- CONVENTIONALLY STRAP CONVENTIONALLY STRAP LOCATE ANCHOR WITHIN Op 0' I AND WATERPROOFING: WHERE NOTED ON PLN WHERE NOTED ON PLA 6" OF POST. - ANCHORING SPECIFICATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FORT DESIGN/INSTALLATION OF ALL WATER PROOFING. I ANCHORING SYSTEM: THE THREADED ROD ANCHORING _ � PLAN � I X I GENERAL UPLIFT OF --- Y Y SYSTEM SHALL CONSIST OF %"0 A307 THREADED - CONNECTOR -'- RODS, ORIENTED VERTICALLY AND ATTACHED TO THE ULE NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS I I I I I I °°UB`PLATESEE PLAN DOUBLE - FULL HT. FOUNDATION AND TO THE UPPERMOST PLATE AT THE WOOD FASTENING CHED BRICK O / N\'jLPOST, PERSOLE � TOP PLATE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVENOTEI PLAN I I FULL HT. ANCHOR PLATE ANCHOR TOP PLATE, PROVIDE A 2"x 2"x 7�" STEEL WASHER. MEMBERSCONNECTION FASTENER INTERIOR LOAD BEARING WALL FASTEN WITH A NUT AND ALLOW AT LEAST 3 TYPE LINTEL DIMENSION MIN. BRIG. MAX. SPAN ® BU LT-UP POST IN THE WALL I i I I I I I I ( FULL HEIGHT THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) DO NOT SCALE DIMENSIONS FROM I I I I I I I I THREADED ROD THESE DRAWINGS.IF A DIMENSION IS TOP PLATE TO TOP PLATE FACE NAIL -GUN NAILS ® 12" STAG. t31/2t 4" 6'-0" GABLE X-BRACE I I I I I I I SOLID BLOCKING I I SEE PLAN -• WALL STUD t ROD INSTALLATION: AT ALL PLATE PENETRATIONS, UNCLEAR REFER TO THE L3/2 /4 A OR POST. _- PROVIDE A HOLE IN THE PLATE 9" LARGER THAN TH ARCHTECTURAL DRAWINGS OR -16d 3-GUN NAILS tx tx » HE DER SIZE, JACK AND KING STUD I I I I I I WITHIN FLOOR I I 0 TOP PLATE, LAPS INTERSECTION FACE NAIL ( ) L4x3/2 x/4 6 8-0 H6-1/2 (TYP} ,^ CONTACT TI E E.o.R DIAMETER OF THE THREADED ROD USED. WHILE DESIGNATES SHEARWALL THE QUANTITY. I I I I I ( I I I - SINGLE CONTINUOUS RODS ARE PREFERRED COUPLER DBL. TOP PLATE TO STUD FACE NAIL ( -16d) 3-GUN NAILS L5x3'/2"x'/4 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF - I- STEEL COUPLER - - - -- - (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES RIM JOIST TO TOP PLATE TO NAIL ( d OI 6 ) GUN NAIL t0 6 � » � » � SW W L APPLIED. 8d L SH I ( I (FLOOR USS OR JOIST I I OPTIONAL, -- w ELEVATION WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE PLAN NAME » » WALL THE SHEARWALL SHEATHING ( LOCATE I L6 x3/2 X/4 fi 12-0 ROD SHALL BE INSTALLED APPROXIMATELY CENTERED NAILING. DESIGNATES 8d COMMONS O 3" -I- 2) 6 -4 - 1- -X 4 �- --I- - - ---I - - - AS NEEDED) �� d 10TH ST CEILING JOIST TO TOP PLATE TOE NAIL ( -8d) 5-GUN NAILS L7x3'/2"x'/4 6" 16'-0" 8dO3 6" O.C. EDGE & 6" O.C. "IN THE I I I I i IN HOLE. RODS MAY BE SLANTED FROM TRUE CEILING JOIST, OVER PARTITIONS FACE NAIL ( -16d} 4-GUN NAILS I I I C VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET T TYP I I FULL HT. DESIGN/DRAWN/CHECKED » FIELD" I ( } I I I I I I I I ANCHOR AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 1. STEEL LINTELS TO BE MINIMAL 36 I I I THE NUT A80VE 111E UPPERMO6T PLATE SHALL B£ CS BMB LAP CEILING JOIST TO ROOF RAFTER FACE NAIL -16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK I HEADER ( I I I I I i AT SILL PLATE AT TOP PLATE SECURED OVER THE WASHER TO h SNUG-TIGHT ADJ - ADJACENT LG - Lon I I I FLOOR CONtD17ION PLUS ONE-HALF TM OF A STANDARD DATE RESISTANT COATING OF EPDXY BASED VENEER I YPICA I I ( I I I JOIST/TRUSS TO PLATE TOE NAIL ( -16d) 3-GUN NAILS PAINT. BM - BEAM MANUF - Manufacture I I I I I I I POST TO I I FRAMING TO�JE). WEATHER BOT - BOTTOM MONO - onolithic MEIENCH (APPRO)gMlAlifl.Y 30 FT-LBS. OF MATCH FULL HEIGHT ANCHOR INSTALLATION CHART DUE TO MID CO10"RESSIOM OF E;,JRDM 10.21.15 RAFTER TO PLATE TOE NAIL ( -8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On Center I I I I I I I I I I I POST ABOVE I I FULL HEIGHT CONTRACTORS ��'��� NUT� � CONTROL NO. 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB - 0 iented Strand Board I I I I I I I A C 0 E F FT.-LB& OF TORQUE AFTER �• TRADES ARE JACK RAFTER TO HIP TOE NAIL ( -10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO I I I THREADED ROD----- - THREADED DBL - DOUBLE PERP - erpendicular I I I I I I _FOUNDATION, OOMPLE'IE AND PRIOR Tn M15tJLA110N. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL ( -16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD." LINTEL DIA_ DIAMETER PRE ENG - Pre Engineered I I I I I I i I I SEE PLAN t;' PER PLAN. HOLE HOLE SPEC. DEPTH DISTANCE 3094 ROD � WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE EA EACH PSF - P unds per Square Foot EPDXY ANCHORING: ALL THREADED RODS SHALL BE TRUSS ID. SCREWS INTO HEADER PROVIDE A /2 P q 1 » 1 » ' » » » » » DRILLED do EPDXY ANCHORED. SEE INSTALLATION CONT. HEADER, TWO PIECES FACE NAIL 6d® 16" O.C. EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch I I I I I I I 3/8 /2 /2 0 2x2x/8 4 4 2 3 CHART FOR EMBEDMENT AND EDGE DISTANCE CONT. HEADER TO STUD TOE NAIL -16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED INSTALL 1-STORY 1/2 %"� 9/15"0 3x3XV4" 6" 6" 2Xz" 3" REQUIREMENTS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quik Tie 6"MAX. FROM THREADED RODS SEE TABLE AT RIGHT EMBEDMENT LPA NO. STUD TO SOLE PLATE TOE NAIL ( -16d) 4-GUN NAILS HORIZONTAL TIES ATTR O.C., VERT. EXT - EXTERIOR REINF - einforce KING STUD FOR EPDXY ENBEDMENT 5/8 Vo 3/4"0 3x3x'/4" 7.5" 10" 27¢" 3" " TIES ® 12" O.C.. FOR 110m h HEADER FLASHING FBC - FLORIDA BUILDING CODE SF - Squ re Foot WHERE 2-STORY RODS AND EDGE DISTANCE. DEPTH (g) CANNOT BE INSTALLED MONO STEM MONO STEM REVIEWED FOR CODE COMPLIANCE LEND-15-00614 SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16d 16 ) GUN NAIL ® 8 ( p FDN - FOUNDATION SPF -Spr ce Pine Fur FULL HEIGHT ANCHOR WIND-ZONE VERT. TIES ® 16" O.C.). SEE PLAN BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine SOLE PLATE ANCHORS NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN F IGHT A DI PER SCHEDULE WALL SECTION CITY OF ATLANTIC BEACH „ " " » " 3 " SEE SCHEDULE FTG - FOOTING THRU - rough THREADED ROD INSTALLATION CHART 3 x0.131 0 = GUN NAILS 2x0.11 0 = RINK SHANK 12 OF OPENINGS. PROVIDE/18 � WEEP s FULL NEIGH WOOD FRAME WALL ANCHORING SYSTEM SEE PERMITS FOR ADDITIONAL 2"x0.113"0 = 6d 21/2"x0 131"0 = 8d HOLES ® 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - T ical 3"x0.148"0 = 10d 3'/2"x0162"0 = 16d FLASHING. HORIZ - HORIZONTAL LION - U less Otherwise Noted . OF BRICK LINTEL LBS - POUNDS VERT - ertical S0.0 000 1'/2"x0.148"0 = 10dxl'/2" 11/2"x0. 31"O = 8dx11/2" WWF - W Ided Wire Fabric R;:VIF:ww ova fila- oft A 'Z►'• f SHEET 1 OF 8 2x6 SYP#2 BLOCKING BETWEEN FULL DEPTH CONT. EA. TRUSS. FASTEN TO TOP WOOD I BEAM BLOCKING PANEL 2x6 SYP#2 NAILER PLATE w/ 10d ® 4" O.C. BETWEEN OUTER WALL & FIRST FRIM ASTEN BOARD (TYP) FASTENED TO TOP WALL SHEATHING INTERIOR JOIST AT 48" OC.. PLATE w/ 10d ® 3 O.0 w/ 4-10d COMM. 8d COMMON WIRE NAILS i FLOOR TO BLOCKING 0 3" O.C. 2x4 BLOCKING BETWEEN EA. TRUSS. FLOOR IF TRUSS REACTION EXCEEDS / \ ATTACH AT EACH WALL STUD w/ 3-16 . JOIST. SHEATHING. fi» 2300lbs PROVIDE CRIPPLE STUDS , 1 (MINNAILS OF 6-16d RBET1MEEN EACHAMING TRUSS) DBL. TOP MAX NOTCH HEADER DIRECTLY BENEATH TRUSS 1 FULL DEPTH PLATE BELOW TOP PLATE 2x4 VERT. FIT FLUSH CONT. RIM ML w TOP & BOT CHORD BOARD (TYP) PORCH SHEATHING, I A B A B \\ Lou P o n t i g o a n d / I Associates, Inc. im7 OF "WOOD I JOIST". SEE SPECIFICATIONS �.Q a of PORCH FASTEN TO EA. WEB w CEILING LINE FLOOR BELOW I 8-GUN NAILS •�i H ADER, 4-0.113x2 GUN NAILS JOIST. WALL [ANCHORING FULL HIEGHT I SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue WALL FRAMING FRAMING PORCH PARALLEL HEADER & SUPPORT FULL HEIGHT " SYSTEM PORCH POST, PER PLAN. 2)MSTA24 TAI Jax. Beach,Florida 32250 ANCHOR OR HOLO WOOD "I" JOIST WOOD i JOIST TO WALL PERPENDICULAR I TRAPS DOWN AT BASE OF MIN. (2) x4 WOOD D D D D r!5i Ph.242-0908 Fax.241-9557 PARAL i FI PERPENDICULAR TO WALL141- POST BELOW. (1) ADJ. FL:CA#8344 SO CA#3579 2x4 SYP#2 HORIZ. BRACING ® 24" 16 GUAGE POST BASE: OPTION A TO PORCH HEADER. WALL C 0-1 � SHEATHING24" O.C. BETWEEN OUTER WALL STRAP w/11 POST 24" 16 GUAGE 4x4 POST.ABU44STUD WALL FRAMING 10dx1X" EA. END BELOW STRAP w 11- 6x6 POST.ABU66 w/ 2x SOLID BLOCKING FLOOR SHEATHING, / ROUGH OPENING, SEE ROUGH OPENING, SEE & FIRST INTERIOR TRUSS. NAIL » LSTA12 FOLDED AT SHEATHING EDGE EACH END w/ 3-0.131x3" NAILS SEE SPECIFICATIONS l Odx1}� EA. END DOUBLE TOP PLATE OVER TOP PLATE TRUSS UPLIFT TABLE AT LEFT r TRUSS UPLIFT TABLE AT LEFTF� 8d COMMON WIRE NAILS �' \ ��`' p i (T�) CONT. RIBBON PORCH. CONTINUOUS OVER FLOOR BOARD (TYP) PORCH HEADER, - g INTO 10P PLATE & .* �v • a •. ✓'., a SLAB HEADER TO BLOCKING ® 3" O.C. \\ ;, �+ ."•••"•., + '*�r�` •�' L�CE�I � , TRUSS ,,, SEE PLAN a . . MAX 5-10 NAILS INTO 1 �'; HT516 " BEAM SPACE 1 I 2x4 SYP#2 STRAPS MSTA24 " MIN ROD DIAGONAL ® 24 O.C. HEADER DOWN CONNECTION HEADER UP CONNECTION ROOF TRUSS / _ N©• 311 STRAPS EPDXIED fi FASTEN EA. CONNECTION CONNECTION OR JOIST \ i FOR PERPENDICULAR °° CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR •° S /�T .• PLAN VIEW OF PLAN VIEW OF ELEVATION E F °° TRUSS CONNECTION , END w/ FLOOR TRUSSES 8-GUN °° SEE DETAIL B ABOVE. • 3-10d COMMONS OR JOIST. PORCH HEADER PORCH HEADER NAILS " CONTINUOUS 2x6 SYP#2 c� A H2.5T 32 O.C. TOP & BOT A LS18 32 O.C. -- ---- AT CORNER POST s ALe4S.I AT POST B SEE PLAN B SEE PLAN LEDGER FASTEN WITH-J CEILING C 1 MSTA24 STRAPS C (2)CS16 STRAPS 5-0.131x3" EA. STUD. ,�A '••°''' '►* �e��`° LINE WALL FRAMING WALL FRAMING PORCH SHEATHING SPECIFICATIONS: MIN. (2)2x WOOD � � { ) '� - ` " GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE FIELD BELOW. & (1) ADJ. D FULL HGT 5/8" THREADED ROD D FULL HGT 5/8" THREADED ROD PARALLEL TRUSS ' °' ,'J FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR OR OPTION B TO PORCH HEADER. /a (OR GREATER) OSB OR PLYWOOD, w/ Sd COMMON NAILS 0 6 O.C. EDGE AND F ELD DETAIL A L u i i P 1 FLOOR TRUSS /)01ST T WALL FRAMING 2tam TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION TEo 4 HEADER TIE DOWN MIHq� 5 WALL ADJ. TO ROOF CONNECTION S0.1 S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTm SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. I ROOF TRUSS. I SYP#2 2x4 NAILER FASTENED TO TRUSS ( I SEE DETAIL 6/S0.1 FOR ROOF BOT. CHORD w/ 0.131x3" ® 3" O.C. I ( WHERE APPLICABLE DIAPHRAGM ATTACHMENT �-{A " FLOOR OR TRUSS. FASTENED TSHEATHINGw 8d ® 3" O.C. I V 2x4 SYP#2 CATS AT 12 STE ED 0 / O.C. FASTENED TO TOP ROOF TRUSS. �__ ______ __________ PLATE w 4-0.131x3" 11 1/4" SHEATHING FASTENED TO - / COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. I I I FOLD OVER ATOP PLATE MSTA24 TRAPS T A , I I I 2 s FASTEN w/10-10d FOLD OVER TOP PLATE FIELD ALTERA'T1ON SHEARWALL NOTES: I I CONTRACTOR SHALL CONTACT LOU 16" MAX. FASTEN w/18-10d FASTEN CATS EACH END w 2x SYP#2 CONT. ATTACH 1. CONTRACTOR ANY I C I B CI I I A PONTIGO&ASSOCIATES PRIOR TO 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS ALTERNATE OPTIONS MAKING ANY STRUCTURAL FIELD w/ 0.131x3" 0 3" O.C. EDGE OF A,B,C, OR D I MODIFICATIONS WHICH MAY VARY 2x MAY OVERHANG TOP PLATE. SHEARWALL FROM THE INTENT OF THE ORJGINAL SHEARWALL ORL SHEARWALL 2. USE ALTERNATE A. " " " " " CONSTRUCTION DOCUMENTS.ANY EXTERIOR WALL AT EXTERIOR WALLS dC�3 6 SW 8CI�3 6 MINIMUM 2 PLY FULL HEIGHT FIELD ALTERNATIONS MADE PRM TO ENDING BETWEEN ROOF F I T THREADED CONVENTIONAL STRAPPING STUD ROD BEING APPROVED BY LOU PONTIGO& ALTERNATE' ALTERNATE B ALTERNATE C TRUSSES. MINIMUM ASSOCIATES MAY RESULT IN H NS EACH EN HOLD DOWN EACH END 2 PLY ADDMONALENGINEERINGOR. AT 2ND STORY TURN TITEN HD INSPEcnoN � 3. USE ALTERNATE d- FU HT ANCHORS - UPPER TO LOWER STUDS STUD STUDS PROVIDE COUPLER TIGHT 7/ " OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 1 Od 04"O.C. E & F FOR FLOOR SW 8d®3 6: - (1) 5/e" OR (2) 1/2"0 FULL SW 8dO3/6: (2) CS16 STRAPS 2 CS16 STRAPS AGAINST PLATE TO NAILER w/ (1) ROW 8d TRUSS. FLOOR TRUSS ATTACHMENT HEIGHT READED ROD EACH END _ AT BASE OF STUDS " 2x4 SPF#2 CONTINUOUS TRUSS. END STUDS TO FOUNDATION FLOOR TO FLOOR SIMPSON TITEN HD ROD COUPLER ® 3 O.C. FASTEN TO TOP LEDGER FASTENED G - PLATE ANCHORS W 8d®3/6: HTT5 OR HDU5 ( ) RODS - THD37634RC (%"x6-+4') PLATE w/ (2) ROWS 7/ OSB" OSB TRUSS WEBS WI SEE SCHEDULE ON DETAIL 2/S0.1 OF 8d ® 3" O.C. BLOCKING w/3-0.1310* TEE PLATE LTT20B PANNE FLOOR COMMON. EE SCHEDULE ON DETAIL 2/S0.1 2x4 SPF FRAMING SHEARWALL NOTES HTTS SYP#2 2x4 NAILER FASTENED ALL AROUND TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w 2x4 SYP 2 CATS AT 12" 1. PROVIDE 346" OSB�HEATHING WITH 8d COMMONS 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. (2) ROWS 0.131x3" 0 3" O.C. 3-0.131x3" NAILS ® 6" O.C. O.C. FASTENED TO TOP PROVIDE 2x BLOCKING, AT ALL PANEL EDGES. INTERIOR PLATE w 4-0.131x3" 2. SW-2 SHEARWALL. COMMON/ END PROVIDE OSDTS FOR MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS 5-16d NAILS SHEARWALL OR U EXTERIOR WALL ALTERNATE FOR ALTERNATE FOR ALTERNATE' D ALTERNATE E (TYPICAL) 3. FASTEN ALL INTER R SW TO ROOF OR FLOOR TRUSSES PER 6/S0.1 ALTERNATE F �" FULL HEIGHT ROD �"'°F�,�t1,..�l�EIGHT ROD 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S0.1 V FULL HEIGHT ROD ALTERNATE 6 SHEARWALL ATTACHMENT NT AT ROOF FLOOR w 7 TYPICAL SH ARWALL ELEVATION 8 FULL HEICH ' CSD ROD 9 ATTACHMENT _ S0.1 S0.1 PROVIDE SOLID BLOC ING WITHIN FLOOR SYSTEM AT SW END POSTS. S0.1 ALTERNATE S0.1 ( n i _ MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. .�. 8d COMMON NAILS 4 12d TOE SINGLE 9RACING NOTES AND SPEMCA71ONS AT 3" O.C.(TYP) ROOF NAILS (TYP. L2x4 SYP#2 OUTLOOKERS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT TRUSS ® 24 O.C. 2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3 EACH END w/3-10d H3 HURRICANE CLIP ® EA. OR BETTER OR 2x4 SPF#2 OR BETTER. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON) AT 1fi O.C. AT 16 O.C. FASTEN TO ROOF FRAMING BELOW COMMON � I MAL-- ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. (1)(4)GTRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT I I THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. I.I DELEGATED TRUSS ENGINEER. 2X6 I I 3.)PERMANENT PERMANENT BRACING ROOF TRUSS R OF TRUSS X-BRACE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP z SYP#2 LEDGER ATTACH DBL. SYP 2 LEDGER SIMPSON H3 w/ 10-8d COMMON I I FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL # NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER TO EACH STUD, PER A ACH TO EACH STUD, THESE STRAPS I I I AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP • T-BRACE FASTENED TO BOTTOM CHORD BRACING SCHEDULE BELOW R SCHEDULE BELOW. 2x4 SPF 2 MAY BE OMITTED REQUIRED FOR BRACE GABLE END TRUSS. WEB w 12d 6 O.C. BLOCKING WHEN OVERFRAME / " 1°I CHORDS AND AATTACHED TORE EACH A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SIZE, SPECIES, I•I TRUS WITH 2-Sd COMMON NAILS. AT PRODIDE MTS12 0 CS16 DIRECTLY " I I GABLE END WALLS PROVIDE DIAGONALS VERTICAL RCICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER ® 6 ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 101 AT END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. 0-775 2x6 w 5-0.131x3" 1 50-2345 2x8 w 6-'/4"r�x6" SDS SCREWS AND ROOF MEMBER. I I (APPROXIMATELY 459ii) TO THE / / LOCATION. IF MORE THAN (1) LATERAL 1•I ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 w/ 8-0.131x3" 246-3125 2x12 w/ 8-1/4"04* SDS SCREWS 2X4X24" BLOCKING. BRACE IS NEEDED, OVERLAP BRACE 1( WALL BETWEEN EACH LINE OF BRACING C) 1251-1540 2x10 w/ 10-0.131x3p AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0.131x3 FASTEN EACH END WITH Td CONSTRUCTED OF THE SAME BRACING x PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT �° MATERIAL. THIS REQUIRMENT IS NOT rn TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER S INDICATED - I 0.131x3" TOE NAILS 0 8"0.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, - FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTA H THE ADJACENT I TO DBL TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 8-12d TOE BETWEEN THE WALL AND THE FIRST X-BRACE w/ 2-16d INTO BOTTOOMM NAILS (TYP.) LSTA12 ® 48" O.C. ABOVE. ATTACH ROOF DECK PER GE ERAL NOTES. 2-4x6' SYP#2 LATERAL BRACE 1 LINE OF BOTTOM CHORD BRACING AT A I� MAXIMUM SPACING OF 20 FEET. TYPICAL ` CHORD OF EA. TRUSS. OMIT IF SHEATHING OVERLAPS WHEN 10 LEDGER CONNECTION WHEN 11 DECK LEDGER AT OVERFRAME RAFTERS rl 2 ABLE END BRACING GABLE 12" MIN 13 PERMANENT TRUSS BRACING a�D S0.1 TRUSS TO LEDGER CONNECTION E Y TRUSS TEo so.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. SO.1 NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" FRAMING ENGINEER. NOT SHOWN FOR CLA ITY 2. ALL MATERIAL TO BE SYP#2 DETAILS JACK STUD JACK STUD AT DOOR ° AT DOOR PORCH BEAM SUPPORT POST OFFICE COPY DO NOT SCALE DIMENSIONS FROM IF 4x4 IS SPECIFIED ON PLAN, i THESE DRAWINGS.IF A DIMENSION IS USE (2)2x4 SPF#2 SUPPORT. UNCIEAR It MIN. (2)2x4 PT SYP 2 REFER WTHE ( ) # CONTACT THE T�DRAWINGS OR PLAN VIEW Y4 x3xPLAN VIEW SIMPSON LTT20B 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, R. TAPCON USE (3)2x4 SPF#2 SUPPORT. ---) SCREW w/XRECESSED A SLAB RATED WALL SHEATHING w/ I 12" MIN. PLAN NAME ROD THREADED 8d ® 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO TOOPP PLLATEE SIMPSON H2.5T 10TH ST ROD EPDXIED 4 PT SUPPORT POST w/ (2)HTS20. AT INTERIOR FACE OF WALL, DESIGN/DRAWN/CHECKED ° SOLE PLATE ATTACH SUPPORT POST TO SEE PLAN. CS BMBLAP CONC. CONC. FOUNDATION WITH HTT4 O SLAB SLAB ANCHOR w/ 5/e"04" EMBED EPDXY ROD. U.O.N. 5-10d TO 0 Z DATE SYP#2 PT SOLE PLATE STUD = O 10.21.15 ELEVATION VIEW ELEVATION VIEW BOX COLUMN ..w CONTROL NO. MAY BE USED IN LIEU OF 4x4 OR 6x6. WATER PROOFING ATLSTA12 I-12.5T z 3094 LOWER PORTION OFCn TRUSSID. OPTION A OPTION B BOX COLUMN BY BUILDER ALTERNATE ALTERNATE mom 0 IF PT MATERIAL IS NOT USED. rn 0 LPA NO. WALL STRAPPING � ...� � 0-11 � LEND-15-00614 WHEN 14 FRONT ENTRY JAM FASTENING 15 BOX COLUMN DETAIL s RA 0SHEET CITED SOA THIS DETAIL ONLY APPLIES EN NOTED ON PLAN S0.1 0.1 0 M • SHEET 1 OF 8 OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE ALWAYS PLACE FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP OVERI AP SIDEWALLALWAYS PLACE HEADER AT PLATE TO HEADER WITH LSTA12 0 32" O.C. TOP LATE HEADER AT TOP OF ROUGH IN LIEU OF THE H2.5T STRAPS ROOF TOP OF ROUGHOPENING I FRAMING OPENING 5/8"0 THREADED ROD .2.. . . . . . . . . . . HEADER w/3x3x�/4" PLATE . .. . . . . . . . . . . FULL HEIGHT • T.R. SECOND STORY ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . • THREADED ROD TOP PLATE ELEV. HEADER AT PACK WITH 2—ROWS OF 16d . . . . . . . • . . • (ONE IN SIDE 1'� Lou Pontigo and TOP OF ROUGH WALL) MAX RING SHANK NAILS 12" O.C. Associates, Inc. (2)20ga STRAPS OPENING i L EXTEND HEADER TO 420 Osceola Avenue HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO / FAR SIDE OF WALL TOP PLATE TO STUD ax. Beach, Florida 32250 (2)2x6 KING STUDS I 1H UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 6x6 POST AS SHOWN. FULL HEIGHT STUD PACK, PER GARAGE DOOR (2)2x6 2)2x6 SP- 2/ AS SHOWN. o H2.5T® 32" ON—CENTER 6 6 SIMPSON H2.5T Ph.242-0908 Fax.241-9557 (2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS966V6 4'-0"x4'-0" PIECE OF WALL 11 1 11 TOP & BOT. OF FL:CA#8344 SO CA# 3579 SEE PLAN AND (1) / 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER HEADER TO JACK STUD CRIPPLE STUD KING. SHEATING INSTALL AT UPPER LFULL HEIGHT (2)2x6 CORNER 1" BELOW GARAGE HEADER MSTA24 STRAP EACH ® 32" O.C. FULL HEIGHT " CORNER 1" BELOW GARAGE HEADER THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A SIDE OF HEADER (2)2x STUD CORNER THREADED ROD o ON EXTERIOR STUD (TRIMED AS DETAIL A SEE LAN AND (1) LLI SHOWN) EPDXIED 12 L!� SHOWN) KING. 6 6 6 6 6 6 ��41N4p ttggtt JJJ FASTEN SHEATING TO HEADER w/ 8d COMMON GALV. BOX NAILS ..�` `rJ A. pO�J�Jv,,�s! P.T. SOLE PLATE FULL HEIGHTSHEATING °V GARAGE LTHREADED ROD HEIGHTL FASTEN TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING FULL Kri " STUDS, BLOCKING & SILLS TYP. �`��,` �°.•'��~SCE,••`°e�/ ��, a FLOOR SOLE PLATE IN 3 GRI PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING ( ) CS16 STRAP �' �� •• "o, ANCHOR SEE PLAN THREADED ROD EPDXIED 12" (STUDS, LOCKING & SILLS) TYP. ® 32" ON—CENTER � N SOLE PLATE d W C n DOUBLE LOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHE14r-,— T-,-\ R w/ 3-16d SINKERS = 31 ANCHOR • THICKENED SLAB EDGE GARAGE (2) CS16 KING STUD TO LOWER 4 cV AT GARAGE OPENING. STRAP EACH END FRAMING (2)CS16 " 6x6 POST WITH ABU66 OF WALL SEGMENT STRAPS *� `STq�` e N A THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN w/ �/e THREADED ROD OF 14 Y_4 STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. EPDXIED 12" MIN. \ 0 •°� ••• �~ NOTES: 2ND FLOOR ELEV. , 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 1}(A'Xe GARAGE WING NVALL ELEVATION Luis A. t'ontigo, PE Ly WOOD BEAM FL b 5331 >> REVIS�NS DATE ARAGE HEA ER FRAMING 2 GARAGE PORTAL NING WALL y�.l� 3 GARAGE WING WALL FRAMING LESS THAN 12" gWTH ONVENTIONAL STRAPPING DETAIL wala� 1 G +KION �Tm TED S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN IS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUNENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. U E— _ w Z J E— Z I LLJ F— � o m 0 m FMISC FRAMING DETAILS OFFICE COPY HE NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. P N NAME 10TH ST OOITESIGN/DRAWN/CHECKED CS BMB LAP DATE 0 (n 10.21.15 CONTROL NO. .... 0 ca 3094 z � TRUSS ID. "0 0 m LPA NO. 0 (= LEND-15-00614 . q SHEET Oa) z M rn S002 SHEET 3 OF 8 TYPICAL WALL FRAMIN AND ANCHORAG PER18 SYMBOLS LEGEND CONSTRUCTION S ECS. ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE OLE PLATE ANCHOR, INTERIOR LOAD BEARING WALL 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.0 BLOCK w/ 1-#5 CONTINUO / DESIGNATES SLAP RECESS Lou P o n t i g o a n d Associates, Inc. _-- -- TBEAM OR TRUSS, SEE PLAN ECT NEW MONO FO 420 Osceola Avenue 1 9 EXI S I N G STEMWALL w/2 8 Jax. Beach, Florida 32250 S1.0 S1.0 OW LS EPDXIED 6" MIN S1.0 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 8" CMU STEM WALL W/ - - - - - - - - - - - - - - - - 27 SLAB ON 4 #4 VERTICAL DOWELS ® 24" O.C. GRADE- ° 4 // / 90' BEND INTO FTG. SEE PLAN - - - - - - - - - - - - - - I8 ° I r 7/1 - o Q ° S1.0 ,`<<1ey��uururrr►ruu�i `- M v ° 04 4 � ONTINUOUS CONCRETE I I I I L-FT ``,° `Y •,,R♦..,,,�/� �►,, FOOTING I �,.• ��0 �/ "+•4•,t'"y 3 CLEAR I I 6 I I .�� •, o . c� y /-0 TYP I .0 � � N 10"x20" w/ 2-#5 CONT. I 1 �4'- I 2 ' N • ♦ 0 STM WALL AT GARAGE 51-5 5" 6Iy°aj� ♦fo - S1.0 I �. S1.0 I SAWCUT ° F �. Pontigo PE STEP, SEE ° � ��`� 3 31 1 I ( o o I ARCH. (4" MAX.) EQUAL TO SLAB REVISIONS DATE TYPICAL ALL FRAMING I ( - I 4B THICKNESS. AND ANC ORAGE PER CONSTRU TION SPECS. I I - - I S1.0 I-I 01 I SLAB RECESS 1-#5 CONT., PROVIDE SEE SLAB RECESS DETAIL Q CORNER BARS (TYP.) I I 0 3 (!� SE ARCH PLANPROVI 2-#4x4'-o" I S1.0 I 3 I 10,-2 CORNER CRACK BARS 5 � I SEE ARCH ;r °�. a GRADEON CONNECT NEW MONO FOOTING TO I AT SLAB MID-DEPTH. S1, S1.0 I WALL FRAMING � SEE PLAN. EXISTING STEMWALL w/2-#5x30" I F2.5 - - - - - 8 2- 5 CONT. �� DOWELS EPDXIED 6" MIN. - - - - (- S1.0 # FIELD ALTERATION \ D O SLAB ON GRADE, C)N RACTOR SHALL CONTACT LOU ° ti. SEE PLAN. PONTIGO&ASSOCIATES PRIOR TO _j /\ a o / _ MAKING ANY STRUCTURAL FIELD ���%� 4 / a0 MODIFICATIONS WHICH MAY VARY / ! FROM THE INTENT OF THE ORIGINAL SHOWER PAN SLOPES TO DRAIN, SEE ARCH I � CONNECT NEW MONO FOOTING TO �.� `'�. w ~ �� FI�W�VAT7ONS MADE PRIOR TO PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. N o » " F2.5 1 I EXI STING STEM WALL w 2- 5x30" I / # 8 x16 1-STORY, w/(2)#5 CONT. BEING APPROVED BY LOU PONTIGO& @ SLAB I C4 I I DOWELS EPDXIED 6 MIN. 8"x20" 2-STORY, w/(2)#5 CONT. ASSOCIATES MAY RESULT IN _J ELEV. I ADDtT10 PNALEcn GI EE NG OR 4 I STEMWALL & FOOTING I I BEARING AT INTERIOR I I I I - I 10 f ff 10 -2 I I I STEMWALL AT SHOWER I I I I I MATCH DOOR _y4" WITH, SEE ARCH. RECESS SLAB ON -j 1 °4. SEE GRADE, I I 4 PAVING SAWCUT v -� BY BUILDER STAIRS BY - - - I 12"x12" 1 5 CONT. BUILDER. - -� F2.5 o E J �----DETAIL 4B # @ SLAB I I PROVIDE SAW CUTS PER I I `` `'' ELEV. 2 S1.0, BUILDER TO I MATERIAL SLAB ON . I / � I I . 4 J COORDINATE WITH FINISHI I I ��� GRADE, U - I FLOOR MATERIAL. lr^5 I I ` �� \\�`,- SEE PLAN. O 3 I 1 I THICKENED EDGE " - - I 8x8 DETAIL 4A s .o � J w/ 1-#5 CONT. z I I 1 I I ri THICKENED SLAB 1 _ _SAWCUT I J JF2.5 4" CONCRETE SLAB / F2.5 S1.0 0 1 T @ SLAB I I FIBERMESH @ 1.5 LB /CU.YD. I BRICK VENEER IS ELEV. I OF CONCRETE OR fix W1.4XW1.4 ( WALL FRAMING ACCEPTABLE WITHOUT I I I WWF ON 6MIL VAPOR BARRIER o I INCREASE OF FOOTING 1 IN PREPARED GRADE. � I SIZE. I I S1.0 STEP, SEE ARCH. PLAN. f SLAB ON _ d ' GRADE, a SEE PLAN. in ' 4I F2.5 ° \� SLAB 3 8 I (ELEV. I I _ -1 I " S1.0 3 z I I I I I 8"x16" 1-STORY, w/(2)#5 CONT. I SAWCUT _ L - - F2'5 I 8"x20" 2-STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN)< .-- I I cry 1.0 1 -- �I OI I I I I I I SAWCUT SLAB ON GRADE, L - 'S - - I-- SEE PLAN I I F2.5 F2.5 - - - - - I- - - @ SLAB I @ SLAB ~ - ELEV. I ELEV. NOTES: I LEV. - - - I CONNECT NEW MONO FOOTING TO 1) PROVIDE SAWCUTS TO CREATE CONNECT NEW MONO FOOTING TO EXISTING STEMWALL w 2- 5x30" APPROXIMATE 16' X 16' MAX. SQ. - EXISTING STEMWALL w 2- 5x30" / # 2) sAwcuT CONC. SLAB WITHIN 4 TO / # I I DOWELS EPDXIED 6" MIN. 12 HOURS OF CONC. PLACEMENT. DOWELS EPDXIED 6" MIN. � - _ - - - - - - - - � F2.5 F2.5 SAWCUT DETAIL FOUNDATION @SAB 1 @ SLAB ELEV ELEV. PLAN STAIRS BY S1.0 BUILDER. WALL FRAMING (1)#4 MIN. CONTINUOUS, PROVIDE OFFICE CCPV CORNER BARS (TYPICAL) FOUNDAT1N PLAN BRICK VENEER IS MONO SLAB FOOTING AT PORCHES, ACCEPTABLE WITHOUT WHEN SPECIFIED ON PLAN. T�� A OT ALE F DIMENSIONS NSION IS SCALE: 1/4" = 1'-0" INCREASE OF FOOTING UNCLEAR REFER TOTF-E SIZE. SLAB ON GRADE, ARCHITECTURAL DRAWING�®R ° SEE PLAN. CONTACT THE E.O.R PLAN NAME GRADE OR CONIC. AT AT WALLS GREATER THEN FOOTING SCHEDULE. AND NOTES SLAB, SEE PLAN. \\\S FOR 4'-0" BRACING 10TH ST TYPE LENGTH WIDTH DEP H BOTTOM BARS STEMWALL REINFORCEMENT \\ ; - \\f\ � LAYOUT PLAN AND DESIGN/DRAWN/CHECKED �� � " � " TYPICALWALL CHORAGE PER CMU COURSES / ' � ° �''� �` PERMANENT LATERAL CS BMB LAP F2.0 2-0 2-0 1 - 3- 5 EA. WAY BOT. AND AN C REINFORCING \\��'` �''� SUPPORT DETAIL. DATE 2 # F2.5 2'-6" 2'-6" 1'- " 3-#5 EA. WAY BOT. _4-; CONSTRUCTION \ " 1 TO 6 #4 VERT. ® 48 0.C. ° F3.0 3'-0" 3'-0" 1'- " 3- 5 EA. WAY BOT. 1-#4 CONT. » .°a; a °;. . 10.21.15 7 TO 10 #4 VERT. 24"O.C. \\ #4 DOWEL TO MATCH WALL REINFORCING. CONTROL NO. F3.5 3'-6" 3'-6" 1'- " 4-#5 EA. WAY BOT. 2-#5 CONT. 11 TO 12 #4 VERT. ® 8-O.C. ' 3094 D. F4.0 4'-0" 4'-0" 1'- " I 4-#5 EA. WAY BOT. SLAB ON STEMWALLS OVER 6 COURSES TO TRUCONT. CONCRETE FOOTING ° �� �� ° � ° GRADE, HAVE TRUSS TYPE HORIZ. JOINT SSI F4.5 4'-6" 4'-6" 1'- " 4-#5 EA. WAY BOT. REINF. BETWEEN EVERY OTHER 8"d x 16"w 1-STORY, w/(2)#5 CONT. �°° I/ SEE PLAN. COURSE. FILL CELLS SOLID. 10"d x 20"w 2-STORY, w/(3)#4 OR (2)#5 CONT. LPA NO. 1. THIS FOUNDATION PLAN ONLY CONVEYS S CTURAL INFO. RELATED TO THE \/ 4 °O / I _ 1 FOUNDATION. FOR GENERAL FEATURES, DIMEN ONS, CONDUITS, ELECTRICAL EMBEDS, \ \ SIMILAR AT FRONT AND LEND-15-00614 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHI CTURAL PLAN SHOWN HERE IN FOR REAR PORCHES W/O FRAME WALL ABOVE. CONTRATOR C SHEET REFERENCE ONLY. 8"x16" w/(2)#5 CONT. //4 2. FTGS. & FND. SHALL BE IN ACCORDANCE w LOCAL BUILDING CODES. MAY OMIT CHAIR BLOCK & 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95� MODIFIED CURB AT PORCH FORM EDGE OF 4" SLAB. STEM WALL AN 'T UST BE- S100 O R SHEET 4 OF 8 PROCTOR IN ACCORDANCE WITH ASTM D 1557. EAQA INSPECTI SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW /6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 Ij DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE AND (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou P o n t i g o a n d (3)2x6PF#2 ssociates, lnc. POST. 420 Osceola Avenue (2)2x8-1/1 (2)2 8-1/1 C(2)2x10-1/2 (2 x6-1 1 �— —) SEE DETAIL __ Jax. Beach, Florida 32250 1/50.2. BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax.241-9557 I ANCHOR LEGEND FL:CA#8344 SO CA#3579 I A307 DIAMETER FULL HEIGHT I OSB WALL SHEATHING. /� THREADED ROD, SEE DETAIL 8/S0.0 I I SHEATH CONT. TO 2ND LEVEL 1 I A307 DIAMETER FULL HEIGHT °�4��°`b+` p'O'��,����'���i� TOP PLATE. . A�•q°,E_Ny^/ °.kw. „� a X I I X5 THREADED ROD, SEE DETAIL 8/S0.0 + �� I 1 I TERMINATES ATTFIRSER Ti FLOOR DTOP D N N ..53 I PLATE, SEE DETAIL 8/S0.0 ; I I I A307 DIAMETER THREADED ROD C� I TERMINATES AT FIRST FLOOR TOP oN (95 STA OF Z I Z to � 0 PLATE, SEE DETAIL 8/SO.0 s LLJ J \ M .7 I I Q N W 12” LONG LIGHT GAUGE STRAP �s°•°°`�""°°'°• �, ti°o°� Z 0 I I Z = LSTA12 FASTEN TO TOP PLATE AND STUD -0 Q o o 00 Lv WITH 5-10d COMMONS SEE 16/SO.1 � �,�,00 I x0 I Luis' Tlt�' o, PE < I WALL STUD SCHEDULE FL P E#5 3 311 m 1 I LOCATION PLATE STUD SIZE 5 I HEIGHT & SPACING REVISIONS DATE 1 I EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. I 1 MAX LTJ I EXTERIOR 10'-1 2x6 SPF#2 O 16" O.C. 9L .,/ V> %V I I MAX 2x4 SPF#2 A 12" O.C. 3 2x PF 10'-1 To # EXTERIOR 2x6 SPF#2 0 16" O.C. 04 POST. SEE DETAIL 14'-0" 5 1/S0.2. INTERIOR 1 " x4 MAX2SPF#2 ® 16" O.C. I I I INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. IMAX 2x4 SPF#2 0 12" O.C. Nor S1UD ND7ES 2 2X8-1 1 2 2x6-1 1 L_ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE rRaD ALTERATION ( ) ) SW NAILING: 8d03"/6" 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR SHALL CONTACT LOU CONTRACTOR MAY INCREASE STUD SIZE TO MEET PONTIGO&ASSOCIATES PRIOR TO SW NAILING: w J 8d�3"/6" Q 3 ARCHITECTURAL REQUIREMENTS. i�WHICH MAY VARY SYSOUTHEFROM THERN\ NT OF THE ORIGNAL 3.) SPF DENOTES SPRUCE PINE FIR.. P DENOTES SO NTS ANY V_ YELLOW PINE. � FC �RN�An of TO 1 Q = ) #4. USE SYP 2 FOR ALL TOP PLATES AND SOLE PLATES. BEING APPROVED BY LOU PONTIGO& cV (3)2 x 4 SPF#2 N �' x ASSOCIATES MAY RESULT IN LL1 SHEARWALL NOTE: SW: 3 65.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS ADDITiO�PECINAL ES IIOON FEEOR N N POST. = N _ � TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. X (V I J �1 x SW: 3/6 DESIGNATES SHEARWALL MINIMUM. SEE 2/S0.0 FOR ADDITIONAL ANCHORS AT N I N I Q \ NAILING — 8d @ 3" EDGE AND 6" "FIELD$$ SHEARWALLS �' 1 m i (3)2x6 SPF#2 X - GENERAL NOTES POST. N N SOLE PLATE ANCHORS SEE SCHEDULE ON ON DETAIL 2/S0.0 1. SEE DETAIL 2/S0.0 FOR THISLL SHEET FOR STUD FRAMING DETAIL. N SEE WALL STUD SCHEDULE IS SIZES AND SPACING. AT GIRDERS AND BEAMS, (n irk. PROVIDE STUDS BELOW TO MATCH BEAM GIRDER PLIES. F- 2. SEE SHEET SO.0 FOR ROOF AND FLOOR CD CD = "4. FASTEN WALL PER SHEATHING SPECIFICATIONS. N J N= �` 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE X DETAIL 6/S0.1. PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ^1 Z ® Ld TOGETHER PER DETAIL 6/S0.0 N U � 00 4. INSTALL SOLE PLATE ANCHORS PER DETAIL tea. Q --- ------ SW NAILING: 2/SO.O 8d*3"/6" 6. AT SHEARWALLS, PROVIDE DIAPHRAGM W ATTACHMENT PER DETAIL 6/SO.1 Z 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 N I I 1 N I \ z 9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING N I J AND HOLD DOWNS X I I00 V tM X I 6x6 P.T. SYP#2 Z N POST, TYPICAL. N STRAP HEADER L v o (4 PLACES) 1 PER DETAIL 4/S0.1. � �- 1 I 0 K C2 2x –1 1 (2)2x8-1/3 r / 00 z r SEE 3/S0.1 FOR N J O SEE 2 S1.1 PROVIDE MI _I � BEAM CONN. (TYP) / (2)INTERMEDIATE Q _ _ FOR BEAM CONN. ( ) JACK STUDS. z � �Xi I m cin2 5 6x6 P.T. SYP 2 5 — POST TYPICAL. HUC210-2 (4 P ACES) HANGER. — — — — (2)6" LVL PROVIDE MIN — (2)INTERMEDIATE _ JACK STUDS. SW1 8d03"/6" 403"/6" H U C210—2 HANGER. 1ST FLOOR FRAMING PLAN DO NOT SCALE DINENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ��C�O="C�TFE WING�ORR FIRST LEVEL WALL FRAMI PLAN .O.R PLAN NAME SCALE: 1/4" = 1'-0" 10TH ST c DESIGN/DRAWN/CHECKED OFFICE COPY CS BMB LAP DATE 10.21.15 CONTROL NO. 3094 coTRUSS 1D. THIS PLA ST BE LPA NO. LEND-15-00614 ON JO IT SHEET EAC NSPECTIO SHEET 5 OF 8 SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 5 __ 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. N (I)H2.5T GE CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.D. Lou P o n t ig o a n d 1 O 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT v�3 U U v (2)HTS16 50.1 w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Jax. [leach, Florida 32250 FROM EACH OTHER. Ph.242-0908 Fax.241-9557 IF 11 CJ34 I FL:CA#8344 SC:CA#3579 CJ33 iIT ' N Io w w w SHEATH CONT. Q Q Q C J 3 2 I TO 2ND LEVEL __ ` ttttlt11111111111/ii�t/llryej w I BOTTOM PLATE. �,•�°, �.•�®�,EiV .,r•Car J ID27 Q o: 4 • D26 t I NEW TRUSSES , IS a ° 5 — '"� `���•••• �O R1V-A •• � ate, I 1 I 6jrrrrla� at =w=x Ctee` I 2x4 0 ERFRAME 12 LuisA "?' PE RAFTERS Q 24" 0.C. SO 1 IP � f w/ 0 ERFRAME LEDGER D25 m SEE 1 /SO.1 REVISONS DATE J LL Q TRUSS N 11.05.15 J (2)HTS16 Q J 1 ------------------- J B 9 RELD ALTERATI�1 OSB BLOCKING PANEL CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO PER DETAIL 6 E/S 0.1. MAKING ANY STRUCTURAL FIELD 2x10 SY #2 LEDGER. FROM�NMW OF"n-EE ORIGINAL NTS ANY —FASTEN --O STUDS FIELD ALLTTERNATIONS UCTION of TO w/ 9-10 @ E A. STUD. BEIM APPROVED BY LOU PONIIGO& ASSOCIATES MAY RESULT IN F3 N B 18 ADDIMNAL ENGINEERING OR J INSPECTION FEES. 2x8 SYP#2 LEDGER. I 9 INSTALLED OVER m SHEATHING FASTEN J SHEATH OMT. w/ 7-1 Od © 16" 0.C. I TO 2NDLEVEL Z Z Z Z _/ BOTTOM LATE. V-O J U r j I I .. I O ' W ,l rI I OSB BLOCKING P NEL D I 2x6 BLOCKING FASTEN PER DETAIL 6E SOA. U EA. END ;w 2 I TOE—NAILS. S0.1 I F2 I B16 OSB PORCH CEILING I 5 SHEATHING AT BOTTOM CHORD OF I SO.o I cl _ TRUSS SEE 2/SO.1. � I . I Ln 1 � I 1 / 1 / 1 I { 11 1 / 1 I - BEAM SCHEDULE 2 z CJ32Z 7 Ili Ili 1111 NAME SIZE W 11 11 ll BM-1 (2)1.75x16 2.0E LVL CJ33 J O C / 1 / 1 __ I 1 BM-2 (2)1.75x16 2.0E LVL �--- CJ34 1 1 1 I X I / m OSB BLOCKING PlkNEL 1 0 C 1 PER DETAIL 6E SO.1. O 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING bi 15 T 7 m to � 12 WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT U U U C20 PB36 SO.1 STRAP UNLESS OTHERWISE NOTED 2 OSB PORCH CEILING 50.1 SHEATHING AT TRUSS � BOTTOM CHORD OF TRU S SEE 2/SO.1. PLACEMENT PLAN FLOOR TRI,JSS PLACEMENT PLAN- DO SCALE: N.T.S. NOT SCALE DIMENSIONS FROM T FESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO 11-IE ARCHITECTURAL DRAWINGS OR N OTE: CONTACT TFf E.O.R 1. FASTEN ROOF TRU'SS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, EE PLAN. PLAN NAME 10TH ST DESIGN/DRAWN/CHECKED CS BMB LAP OFFICE COPY DATE 10.21.15 CONTROL NO. 3094 co TRUSS ID. BE LPA NO. THIS PLA ST BE LEND-15-00614 ON JO IT R SHEET EAC SPECTIO S102 4 SHEET 6 OF 8 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN F7m -- LINE DESIGNATES SIDE OF WALL THE Syt 316 SHEARWALL SHEATHING TO BE APPLIED. 8d ® Ij DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE AND (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo a n d Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 -- BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA#8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 8/SO.O C(2)2x8-1/j2 %" A307 DIAMETER FULL HEIGHTS.`'+ 'X5 , 11 THREADED ROD, SEE DETAIL 8/S0.0 '�+✓,°''�,� ` �+'°•,. 01 I N_ " A307 DIAMETER THREADED ROD _ N 311 4� TERMINATES AT FIRST FLOOR TOP _ N PLATE, SEE DETAIL 8/S0.0 = * o PROVIDE MIN j SHEATH CONT. I TO THRU LOW ROOF " A307 DIAMETER THREADED ROD r®�•�; STAT ®� (2)INTERMEDIATE I (95 TERMINATES AT FIRST FLOOR TOP JACK STUDS. I TO 1ST LEVEL PLATE, SEE DETAIL 8/SO.O �� N BOTTOM P LATE. " � ► t� O O 12 LONG LIGHT GAUGE STRAP °.e (n Q LSTA12 FASTEN TO TOP PLATE AND STUD J r1�^r��^^r1�� I WITH 5-10d COMMONS SEE 16/S0.1 -j d- C I Luis A. Pontigo, PE < _ _ _ TRUSS E42 ABOVE _ _ _ _ I WALL STUD SCHEDULE FLPENUM3111 Q (2)2x6 SPF#2 PLATE STUD SIZE Q o POST. ST 0 (2)2X6 SPF#2 I LOCATION HEIGHT & SPACING REVISIONS DA-MNA V) 0-1BEL )W / CS16. POST. i EXTERIOR 9MAX 2x4 SPF#2 a 16" O.C. 0 TRUSS 11.05.15 w QMAXVI ION J i EXTERIOR I 2x4 SPF#2 ® 12" O.C. ZcJ I EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. O O 14'-0" �- Ld W INTERIOR 1 MAX 2x4 SPF#2 0 16" O.C. Z r� _ I Ld INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. DL Z Q j MAX 2x4 SPF#2 0 12" O.C. O W 00 STLID I�biES• U m N 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE FIELD ALTERATION N �-' 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR SHALL CONTACT LOU CONTRACTOR MAY INCREASE STUD SIZE TO MEET PONTIGO&ASSOCIATES PRIOR TO ARCHITECTURAL REQUIREMENTS. MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN FROM THE INTENT OF THE ORIGINAL C—DYELLOW PINE. CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. ANG APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS ADDIT j0��� BERING OR I 5 J TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. Q MINIMUM. SEE 2/S0.0 FOR ADDITIONAL ANCHORS AT ?� SHEARWALLS _ GENERAL NOTES PROVIDE MIN c� M (2)INTERM EDI TE = 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. JACK STUDS. I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD U SIZES AND SPACING. AT GIRDERS AND BEAMS, STRAP HEADER N D PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER iPROVIDE MIN PER 41. C14 L- PLIES. 00 (2)INTERMEDIATE ::: I U 5 II co N JACK STUDS. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR CV SHEATHING SPECIFICATIONS. C14 STRAP HEADER - ', "' 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PER 4/SO.1. PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES SHEATH CONT. SHEATH CONT. TOGETHER PER DETAIL 6/SO.0 TO THRU LOW ROOF TO THRU LOW ROOF 4. INSTALL SOLE PLATE ANCHORS PER DETAIL TO 1ST LEVEL I TO 1 ST LEVEL 2/so.o BOTTOM PLATE. I BOTTOM PLATE. 6. AT SHEARWALLS, PROVIDE DIAPHRAGM W ATTACHMENT PER DETAIL 6/SO.1 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT I I V) TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 IVI J\ 9. AT PORCHES, SEE DETAIL 2/So.1 FOR FRAMING I < C) AND HOLD DOWNS Q < o PROVIDEMIN I z V)\ PROVIDE MIN (2)INTERME41ATE X oLn 14- (2)INTERMEDIATE JACK S1�UDS. 1-1 F- I JACK STUDS. `-.I z STRAP HEADER STRAP HE DER > Q PER 4 S0.1. z w z N PER 4/S0.1. o 0 I I I I � o m jC16 @ BASE OF STUDS. 2nd FLOOR FRAMING (2)2x6-1/1 OFFICE COPY PLAN FASTEN TOP OF TOP DO NOT SCALE DIMENSIONS FROM PLATEw H2.5T T SE DRAWNGS IF A DIMENSION IS / UNCLEAR REFER TO THE 032" 0.C. ARCHCTECTURAL DRAWINGS OR CONTACT THE E.O R 2x6 BLOCKING PLAN NAME E ND LEVEL WALL FRAMING LAN 10TH / S 0 n ^ A35 ANGLE DESIGN/DRAWN/CHECKED fV'1 AT EACH STUD. SCAL=: 1/4" = 1'-0" CS BMB LAP DATE moO0.21.15 CONTROL NO. 00 3094 GIRDER TRUSS ID. TRUSS C FLOORJ O. TRUSS THIS PL U T BE LPA LEND-15-0-0 0614 SECTION OR SHEET JEAC INSPECTI tiwIfto S103 SHEET 7 OF 8 SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING. SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO•Q• Lou P o n t i g o a n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR As so c i a t e s, I n c. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Jax. beach, Florida 32250 FROM EACH OTHER. Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 5 (0 L0 S0.0 In U U U U U ,�*�'��A. Pp/V'� CJ47 CJ47 R No.53311 • N CJ46 CJ46 ''� • NEW TRUSSES , ®* 14©'R H T 16 H T 16 ,���� ,�� CJ45 --3CJ45 �"ILz4�la .., x Nft 2 �i � ' P E FL PE#5 fll 5 �-o REVISIONS DATE LTA'I RUSS 11.05.15 8 5 UO S0.0 4OC FIELD ALTERATION COMRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES C) CY) 1)0 E37 In U Ln > - w U - J IN 24 CC Uj E39 . E40 L.L E42 Ln HT 16 HT 16 Z CJ45 ISO CJ45 � L JW CJ46 w CJ46 CJ47CJ47 m 0 7f m yvQ U U U 5 C) U S0.0 FIROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM ROOF TRUSS PLACEMEN PLAN CARCFTi DRAWINGS.IF A DIMENSION IS UEAR REFER TO THE CTURADRAWINTACT THE E.O.R SCALE: N.T.S. PLAN NAME TI r 10TH ST 1. F STEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND DESIGN/DRAWN/CHECKED UPLIFT CONNECTOR, SEE PLAN. Cs EM LAP OFFICE COPY DATE 10.21.15 00 CONTROL NO. 3094 TRUSS ID. LPA NO. THIS PLA ST BE LEND-15-00614 ON JO SITE E SHEET EAC I SPECTIO S104 SHEET 8 OF 8