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920 SAILFISH DR-DRAWINGSGONTRAGTOR 15 RESPONSIBLE FOR A XI _ ROOF�D=N.T GALGULAT1OD�l. VEfi�lF'r'IN O ALL S TIN O DIMENSIONS 1550 S.F. TOTAL 15T. FLR.) RF. AREA GOND TIONS OF THE PROJEGT > r� D DIV. D�'�` BOO - 15.1 (TOTAL S.F. OF RF. VEN TINC �� ) DIV. B"T' 2 — 2.6 S.F . OF R I DO E VENTS NEEDED - ._ DIV. BY 1.5 I —7 OIC (2) � OFF R I DO E VENTS NEW ENTRY ROOF THIS AREA �G) \ EXf6TI NC ROOFS \ ❑ \ 3:12+�, ( \ \ \ \ \ tH15\AREA \ \ 8'-0" BRC. \ \ \ \ \ \ \ \ \ \ \ \OL 74- oL 6 `-8" HDR. 6'-8" HDR. EXI5TINC PAiNTED BLOCK N / N. EXTERIOR / E . \ r / X EXI5TINEr EX15TI NC \ // ✓ / , - - - - WINDOW WINDOW \ / / / — — -- — — — — — OL 0'-0" FIN. FLR. OL 4t- 0'-0" FIN. FLR. NEW CARPORT ROOF NEW ENTRY/BAY WOW. — — — — — — — — — X15TIN6 14OU5E ----------- FRONT ELEVATION NEW ROOF 5GALE: 1/4"=I' -O" HIS ARE -- EXISTING THIS ARE \ \ \ \ \ --1-------------- ------------- -------- -- --------- -- MATGH EXISTINO HOUSE EXTERIOR D=1 ISHE5. (SHINOLES, TRIM, FASG I A, O.H. ETC.) NEW ROOF \ \ TH15 AREA \ \� \ \ \ \ y \ \ \ \ \ \ \ \ \ \ - - _ 3:12 \ \ \ EXI5TI NG ROOF,\ \ \ \ \ \ \ \ '-�-� O'4TcN �'H15\ARPEfi: \ \ �`�� H �X�STI 8'-0° BRA. 8 _ -O BRC. 6'-8" HDR. , J, _ —_� I_�`— 6'-8" HDR. 00100- 7 —I -1 W _ EXI5TING 11�1LL-1N �I . ILL -'IN PAINTED \ \ BLOCK. ' • 'I ' INDOht' � :. ' f 'INDOW / \ \ \ \ \ (NI EXTERIOR Ik I I I� ' I EXISTING WINDOW ' / /O'-0" FIN. FLR. OL 0'-0" FIN. FLR. l�'IATGH EXISTINC �'.00F �'ITG�-I', / /� /�' �/ // '/ \\ \ � \ �\ \ -�--- •. R CARPORT NEW ADDITION NEW FASGIA, O.H. ETG.0 ROOF Ile EXI5TINC H U5E REAR ELEVATION � �/ �/ �� SCALE / O A►\ \ \ ROOF LAYOUT ;, COMMUNITY DEVELOPMENT 5GALE: _1/4 1'-0 APPROVED \ \ \ OL 8'-O" BRC. OL 8 -0 BRC. OL 851-01, BRG. OL e)' -O" BRG. OL 6-8" HDR. OL 6'-8" HDR. OL 6-8" HDR. J1 I -AP ..EXISI• . EXI5TINCC 1 1; XI5 INC WINDOW PAINTED 'HINDOW. PAIN -ED EXISTING EXtSTING LAP BLOCK " BLOd,K HI NDOW WLNOOW ; EXTERIOR,.EX IOR ; O 01-0" FIN. FLR. :. O -O' FIN. FLR. OL O -0 FIN. FLR.0' 0" FIN • FLR. NEW ADDITION NEW CARPORT EW ENTRYL ),Z:UN-3 M;1W 9GnOH 9NIIGIX;l NOI-LIQOV M3N LEFT SIDE R16HTSIDE ELEVATION, 5GALE: I/4"=1-0„ 5GALE: 1/4"=I' -O" WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Elevations Scale: AS NOTED a revi5lom m 0 W z 0 0 w s.. 3 o� 0 CS V n � s a —N 0 �A a C) A -P --.� CSa 0 '0 0 a 0 0 0 L 0 a 3 E 0 0 C 0 c 0 a 0 U 0 U a� 0 410 C a o 0 W z a w 1-- o W N r LL w o cn C W J w m - 0 z 0 Q p0 Q 0) _a IJ - O M--7 N - C .Q o Q U 0 drawn by J.M.B. date JANUARY 29, 2018 job no. 18-102 u Sheet no. D m GONTRAGTOR 15 RESPONSIBLE FOR \/ERI F—r i NS ALL EX I ST I NC DIMENSIONS GONDITIONS OF THE PRO.JEGT 10 O .N V42' 1 --111,34u 6 CF CFI I H Gable Jack E Q L 3 (� N X CL (D . .`� o� Q13 X ,� cs o Q Q�; o (1 a o� a 0 T N N L L 0 C 0 0 L 3 L O L O L N C: C O T C O C a N C: 6 U r I3461 CFI I I ® Pre -Hire Garage Door Opener o \ o o Fluorescent Light o PRE -WIRE GLG. FAIN I \ I i �' 'electrical Panel o W/ LIGHT 42�� 0 f 0F1 { I � Ghime 42 4211I — — — — — — 01T — — — — J I -O Door Bell/&rage Door Switch to CFi GF1 CFI — — — //ZF77/:±=.'M— — — — — — — — — — i -p Disconnect 5witch W.P. Electrical Meter GFI ; CFI ' G) S.D. Smoke Detector o S.D. Smoke/carbon Monoxide a Detector o I I -0 UPORADE EXIS 'INC / / i GeilingFan s ELEGTRIGAL AS REO D. \ 220 �Z Wall Sconce %ELOGATE EXISTING ELEG, GABLE, PHONE OUTLETS GLREG. FAN chandelier C W1 LI6HT °. AND FIXTURES S NEEDED - f2" bis Intercom a Spot Light I 0 42" Flush Mount Fluorescent Light - - — — CFI � Fan/Light Combination 4 Garbage. Disposal Motor ,- ® Speaker o L) Q J=tlon BOX � o Track Lighting -° y .. O: Theatrical Strip L NOTES: O CL I. Owner to verify exact location of floor outlets o in field. C 0 2. Location of Fixtures and/or outlets are suggested E locations and meet most local code requirements. Additions or adjustments may be made between Owner and Builder in the field. L WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE I OVER SCALE DIMENSIONS. Contractors shall verify > and be responsible for dimensions and conditions of the job. c Electrical Fixture Layout m Scaler 1%4"=1'-0" a a a O V- 0 � cza w � M o rTl an > J W 0 a 0 _< 2 0 Q ry � rn lJ J m .J Q V z 0co P H z DC%4 r2 Q O Q :2 UF—' (!) v Q LA drawn by J.M.B. date JANUARY 29, 2018 job no. 18-102 Sheet no. a revisions ' WRAP WRB m INTO OPENING WINDOW INSTALLATION (METHOD A-1) (ASTM E 2112-01 a� y O WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. E 0 FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. c O 1 2 3 .WREI 45 CUT :vie wRe ® OPEN. PRA Tb ®,1A1 eLASLIiNs 'NOM. APPLY GOMt SEAL TO 71E MOUNTIN9 O IN NATIR SHlDDIN6 FASHION, , Q OPBWNB. APPLY A N S. APPLY DIA. TO THP BAG M ANM AT THE TOP OCAn1 AMP ST TL" ATM THE SAM OF LJ._ ONTPRIORI OF THE NW0DW SIDES (JAM M OF NINDON. E RBO 9 PLANBE, IN UNE WITH ANY GRALANT AT JAMBE 814' ABOVIE ® THE TOP, INSTALL THE Hie s ' PM'-PUNGHB'D HOLDS OR SLOTS. THE ". AT WAD. EMBW JAM TO IM PAC2 OP THE PLA9HIN9 INTO 9EN ANr AV SHIRAI 16. Ld FASTM IN PLAOP. 07-ASNIb ® APPLY Ni- PLASHINS 2 X WALL PER PLAN L , WEATHER RESISTANT 1 VJ SM OVER SEE.ANT1. O APPLY BEAD of mm.Am SEGtIRE N/2E3 AT BAGS OP ANDON I, BARRIER (W.R.B. AT PLANE t Wr HNDOW IBM PAN NEAR S�.RPYiPa TO WEATHER RESISTANT L... � 7/16" APA RATED SHEATHING I" t � M PACILITATP INIBnECTtoN. ® APPLY WAD OF SEALANT AT BARRIER W.R.B. ( ) SEE STRUCTURAL ENGINEERING ': L, PAPER BACKED ( PLA9HN6 AT NlAD 8 JAMB PLASWN9. sIDP JAM65 ExrP►D df 0 JA M M- I• BEYOND 2 X WALL PER PLAN PAPER BACKED I `., STUCCO LATHE EXTERIOR SHEATHING TO BE :. ' wRa �� �� wRe wRe q�'h D 3 APPLY JAMO PLA$HINS T HEAD PLA6lIIN6 6 AMYBEADOP$EE.ANT STUCCO LATHE FLUSH WITH THE EDGE OF THE I..: M FOUNDATION, 1 4" GAP BETWEEN !''.,.. 7/8 STUCCO U / k,. M TT REMOVE BOTTOM— MODIFIED "1" TAP PTP P MOD E TEMPORARLY E U 0 FLA INSTALL VULKUM AT THRESHHOLD ATNE'AD ' _vmeBD Borrom OP THE WAD PLAsm" A?ENST O APPLY MAD RAMN9 „ „ FOUNDATION AND SHEATHING I"::' 3 COAT SYSTEM L. WRB FLAP CUT IN WRB' PER MFR. INSTRUCTIONS. SEALANTt1RASHIYli9� RHs4DN£PREMOULYAPPUM ® 7 16 APA RATED SHEATHING 3 8 STUCCO SCRATCH COAT / „ SEE STRUCTURAL ENGINEERING 3/8 STUCCO BROWN COAT I ..,; r;: FOUNDATION WEEP INSTALL DOOR, SHIM DOOR TO LEVEL, SEALANT 5 , OVER fIVALA r1. WEV TAPe,AU Ore" VHRB TO LAY � WAD PLA9FHN9 BEYOND PLAT GVER MEAD PLA�9FAN!!. .' I EACHI JAMS PLASHING. APPLY NBV4 SFEATHINB TAPE s Q n 0c SILL PLATE r, SCREED W/ SPRING PLUMB AND SQUARE `DOOR -1N OPENING. .' r PAST94INPLACP. OVERIXABONALCAM-SM 0. FLANGE LLJ 7 Of .' i DIAeRAMt MOTAR PER MFR. SPEC. a 7 ` I NOM ST PPS 4 AW 6 ARP EXTERIOR SHEATHING TO BE Z 4 5 6 I N°r'ala""Rmi+s` w"ePLAWNs BPlr°-+ole FLUSH WITH THE EDGE OF THE " FOUNDATION, 1 /4 GAP BETWEEN <; a d p a. — ° ,� d ° U') YR{B WRB WRB I �SiIAMB FLASMIIN6 I A exTENH JARS PLAMIIa FOUNDATION AND SHEATHING SYNTHETIC STONE VENEER d d .o ° ad a, <d a _Ir I--- TO OVERLAP SILL R.A9HNNS. FXTPND p FOUNDATION PER n Q . IAM mASHINseYs � d d< e z STRUCTURAL ENGINEER p ^ — ABOVE ROUSH I TionA T HrAV. I SILL PLATE :.,. a a F7 7WKtooPA �. THRouer` +waoow wm JAMB PLASHINS I �' SEALANT FOUNDATION WEEP SCREED d d _ ` `. ° p . dJ - O UNDER "a FLAP OP WW AT THE I W SPRING FLANGE / FIN G o RADE HEAD. SEP' DIAeRAM h SILL R.ASHIING StAr ANT ePAD r S .. _ a III 1 (I (I I BMW HOURnNs SINE Atm AVJ*T MIIN9�OW TG A HIEW 9d1N2E, PL 0m PUMtd. A M LEVEL CONDITION. USE OORROSION RPSISTiWT &STEMPA6 EftUPE FASTStISCA WHO" IS PER 0- i wroow MtAN1PAGTUi�t 9PEOIFIGATIONS. AAAAAAAAFIN. GRADEER p s U I GI D Q —I I —I—�. LEATER RESISTANT -�- -I", 7 = U volts wRs wiza BARrriER { AT A 46 PEW= ANl3t E. GARB9r1J.Y CAJr THE /J'7 RMM.Y I I 11=1l= p \ o fLMMINIY BARRIO ON A DIAGONAL. RAISE THE FOUNDATION PER STRUCTURAL ENGINEEROF APPLY JAMB FLASHING TO DOOR FROM DOOR FRAME BOTH SIDES APPLY HEAD FLASHING, EXTENDING 10 UNFOLD TOP FLAP AND COVER DIAGONAL TO WRB, BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. , TOP 9 OF THE BARRIER UP AND TAPE TME , TOP WN* R6 AND caOM TO THE EX"RWR BeAD DGTvC'N MRS SURPACEADOVE — 11-111- 1=111_ a III -1I TTI -III EXTENDING 8 1 2" ABOVE / DOOR ROUGH , PLAAHINOAMMOUNTTNe INTERIOR VIEW =III,��IIIIIIIIIIIII�IT IIIIIIII��,III�III T OPENING. TOP i_Er-T ummR of WINDOW . ALL FLASHING SMOOTH FLAT A — WILL BE SELF ADHEARLNG AND ROLLED SM00 & WITH J ROLLER.. J— NOTE. ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH &FLAT WITH A J ROLLER.` ROLLER. STONE VENEER FLASHING- FOUNDATION WEEP SCREED SCALE. U.S.. EXTERIOR DOOR FLASHING SCALE. N.T.S. WINDOW FLASHING "METHOD A 1 SCALE. N.T.S. T p EXTERIOR WALL SHEATHING -' I WIND SGI?EEN 5EE i PER SPEC. ^�------- ELEV. (WRB) WEATHER RE515TA�NT BARRIER r 1� I = Q 'METAL SPARK-""—,"���� � ARRESTOR I L (2I #8X1" SCREWS STUCCO LATHE I WEATHER RE51STANT BARRIER LAP5 THE 5X5 FLASHING. _ • N I t EACH 51DE OF I I OVER .� Q EACH CORNER FIBERGLASS 3 COAT S7UGG0 SYSTEM I i (I6 TOTAL) 5HINOLES 2" PER SPEC. 5X5 FLASHING W/ KICK -OUT 5 TO SHED WATER AWAY`,FROM HOUSE I 10'-0" EXTERIOR FINISH 2X4 PINE H/ KICK -OUT I I I CUT AND FOLD 5X5 FLASHING PER. PLAN ALUM WRAP ERG. H T: PER PLAN WRB OVERLAPS THE S X5 FLASHING I SO FORM ; KICK -OUT AS TO SHED EDGE i I ROOF 5HEATHINC7 i I WATER. AWAY FROM THE HOUSE. 2X4. #2 SPF 5/16" HARDI PANEL 2X6 FASCIA W/ ALUMINUM WRAP 1 Z 3 PLY CORNERS W/ 8d. NAIL5 6"/6" d 16" O.C. :. SEE CRICKETOR O.G. OVER HOUSE WRAP (WRB) HOLD BACK FASCIA METAL DRIP EDGE ELEV. A5 REQ'D. AND DRIP EDGE 2" 3 GOAT STUCCO FROM FACE OF WALL I I _. 12 ,� I I SYSTEM OVER -7/16' I I APA RATED FIBERGLA 5HINC-LE5 +1211I I GABLE END SHE w/ 8d. I 2X6 #2 SPF NAILS 6"/12° O.G. PER. SPEC. r I - TRUSS OVER HOUSE L I 2X6 FASCIA W/ ALUMINUM WRAP BRG. IT. P - _R PLAN ? +O" I I (WRB) OUTSIDE FACE OU OF EXTERIOR2n � ttl 5X5 FLASHING +I6" W/ KICK -OUT CHIMNEY HEIGHT SMIREMENTS CHIMNEYS 51IALL EXTEND AT LEAST 2 FEET I. CHIMNEY FLUE I WALL J METAL DRI... EDGE TO SHED WATER HIGHER THAN ANY PORTION OF A BUILDING i I 2X4 #2 SPF WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 2X4 #2 SPF VALLEY FLASHING 2X6 FASCIA W/ 3 FEET ABOVE THE HIGHEST POINT WHERE ' 3 PLY CORNERS. i I ALUMINUM WRAP 10 THE CHIMNEY PASSES THROUGH THE ROOF. 8 I6" O.C. i 5X5 FLASHING UNDER _ 2, 8„ r I HOUSE WRAP (WRB) EXTERIOR FIN 15H 7 5X5 FLASHIN6 I CHIMNEY # CRICKET PER PLAN i UNDER HOUSE I OUTSIDE FACE' :; EXTERIOR F NISH PER PLAN +WMSTA18 14 10d. NAILSRAP (WRB) i I L�/ OF EXTERIOR WALL I 0 EACH CORNER TO BLOGKIN6 a I (2) 2X SYP BLOCKING W/4 I .13IX3" NAILS EACH END WALL AND ROOF INTERSECTION FLASHING � SCALE. N.T.S. GABLE HIP RETURN FLASHING SCALE: N.T.S. 'j CHIMNEY FRAMING & FLASHING, SCALE: N.T.S. i METALDRIP EDGE 26 GA. GALVANIZED O 5 X 5 ANGLE FLASHING "Z" FLASHING O 26 GA. GALVANIZED O 29 GA. GALVANIZED (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) 1z 00 DRIP EDGE FLASHING: Z VALLEY FLASHING: 3 RIDGE' FLASHING: 5 CRICKETS AND SADDLES FLASHING: 6 BASE AND COUNTER FLASHING: i FIBER CEMENT SIDING FLASHINGC3 4: I A IN TA DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF VALLEY. LININGS SHALL BE INSTAH IN ACCO THE UNDERLAYMENT SHALL BE INSTALLED IN WATER A CRICKET OR SADDLE SHALL E INSTALLED BA FLASHING SHALL A .DANCE E UNDE LAYMEC E B S LED ON SE AND COUNTER FLAS BE, INSTALLED PANEL SI INC.. " SHINGLED ROOFS, AND OVERLAPPED; A MINIMUM OF 2 . EAVE WITH MANUFACTURERS INSTALLATION. INSTRUCTIONS SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN PAN IN ACCORDANCE WITH MANUFACTURERS . ELS SHALL BE INSTALLED WITH THE LONG " BEFORE APPLYING SHINGLES: VALLEY LININGS: DRIP EDGES SHALL EXTEND 1/4 BLOW SHEATHING AND EXTEND RI N " OF THE THE RIDGE. SHALL. BE FOLDED OVER THE RIDGE AND 30 WIDE. CRICKET. OR SADDLE COVERINGS SHALL INSTALLATION INSTRUCTIONS OR A CONTIINUOUS DIMENSION PARALLEL TO FRAMING. VERTICAL JOINTS " FOLLOWING TYPES SHALL BE PERMITTED. BACK ON THE ROOF A MINIMUM OF�2 . DRIP EDGE SHALL BE " H MECHANICALLY FASTENED,: AT 36 O.C.MAXIMUM TO BE SHEET METAL OR OF THE SAME .MATERIAL AS METAL L FLASHING SHALL BE SET IN PPR SHALL OCCUR OVER FRAMING MEMBERS AND SHALL � OVED " MECHANICALLY FASTENED A MAXIMUM OF 12 O.C. DRIP EDGE AT THE OPPOSING SIDE OF THE ROOF. REPEAT THE ROOF COVERING. FLASHING CEMENT AND SET FLUSH TO ASE OF BE SEALED WITH CAULKING OR COVERED WITH 1. FOR OPEN VALLEY VALLEY LINING EXPOSED 2 EAVES SHALL BE PERMITTED TO BEI INSTALLED EITHER OVER OR ( ) LINED PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN WALL AND OVER THE UNDERLAYMENT. 0TH BATTENS. HORIZONTAL JOINTS SHALL BE FLASHED UNDER THE UNDERLAYMENT. IF IN�TALLED OVER THE WITH METAL THE VALLEY LINING SHALL BE AT R F Y FLASHING —" LEAST COMPLETED THERE WILL BE .TWO LAYERS 0 THE RIDGE AND VALLE LAS NG OF CRICKETS OR HORIZONTAL AND VERTICAL METAL FLAN ES SHALL WITH .Z FLASHING AND .BLOCKED WITH SOLID WOOD " 4" WIDE AND OF ANY OF THE CORROSION —RESISTANT UNDERLAYMENT, THERE SHALL BE A MINIMUM 2 WIDTH OF ROOF 2 UNDERLAYMENT OVERLAPPING THE RIDGE. SADDLES SHALL BE THE SAME AS THE RIDGE AND BE FASTENED 6" ON CENTER WITH APPROVED FRAMING. CEMENT` INSTALLED OVER THE DRIP IEDGE FLANGE. METALS IN TABLE R903.1 VALLEY FLASHING ON THE MAIN ROOF. FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4" FULLY SEALED IN APPROVED FLASHING OEMENT. HORIZONTAL LAP SIDING:' THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I 2. FOR OPEN VALLEYS, VALLEY LINING OF TW PLIES FLASHING SHALL TART AT THE LOWER PORTION F LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 G L S 0 O „ OR TYPE II, OR AS TM D 4869 TYP I OR TYPE II. THE OF MINERAL SURFACE ROLL ROOFING, COMPLY1 G WITH ROOF TO ENSURE WATER—SHEADING CAPABILITIES 1/4 AND SHALL HAVE THE ENDS SEALED WITH ASTM D 249 SHALL BE PERMITTED. THE BOT UNDERLAYMENT SHALL BE .INSTALL IN WATER SHEDING FASHION, � OM ENTIRE CAULKING, COVERED WITH AN H—SECTION JOINT OF ALL METAL LAPS. THE EN E EDGE,., OF THE STARTING WITH THE EAVE EDGE AN ROLLED HORIZONTAL. LAYER SHALL BE 18" AND THE TOP LAYER A-uIINIMUM NIP FLASHING: COVER, OR LOCATED OVER A STRIP OF FLASHING. Q HORIZONTAL FLANGE SHALL BE SEALED COVERING - 1 UNDERLAYMENT SHALL OVERLAP A MINIMUM OF 19 AND BE OF 36 WIDE. " ALL NAI PENETRATIONS WITH APPROVED LAP `SIDING COURSES MAY BE INSTALLED WITH THE THE UNDERLAYMENT SHALL BE INSTALLED IN WATER - L E ETRATIONS SED FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL FASTENER HEADS EXPOSED OR CONCEALED, MECHANICALLY FASTENED AT 36" aC. MAXIMUM. SHEDING FASHION AT THE HIP LINE FOLD THE L' ROOF FLASHING SCALE: N.T.S. LI a revisions ' m a� y O E 0 c O (n 0 v a 0 y O 0 `o 5 0 LJ._ s Ld g z VJ y W M H 0 N v z Q Ld � ll' v 0-� Lu_ L ri w s Q n 0c = U 7 G 0. LLJ 7 Of (J)� m 7 ` Z 'Q v U') 1— 3 z I--- p Q n Q v a 0 Q DV) - O n s U D Q U D T AN drawn by J.M.B. date JANUARY 29, 2018 job no. is -102 heetno. 3. FOR CLOSED VALLEYS (VALLEY COVERED WIIIi UNDERLAYMENT OVER THE HIP AND MECHANICALLY OVERLAP THE HORIZONTAL FLANGE AND SHALL BE ACCORDING TO APPROVED MANUFACTURER'S SHINGLES), VALLEY LINING OF ONE PLY SM00 �I ROLL FASTEN, AT 36 v „ O.C. MAXIMUM TO THE OPPOSING SET IN APPROVED FLASHING CEMENT. INSTALLATION INSTRUCTIONS: S. . ROOFING COMPLYING WITH ASTM D 224 TYPE. I OR SIDE OF THE ROOF. REPEAT PROCEDURE FOR BASE FLASHING SHALL BE OF EITHER a) TYPE .111 AND AT LEAST 36 WIDE OR VALLEY WING OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE CORR1 ISON -RESISTANT METAL PROVIDED 1N SECTION s AS DESCRIBED IN ITEMS 1 AND. 2 ABOVE SHAL BE WILL. TWO LAYERS OF UNDERLAYMENT PERMITTED. SPECIALTY UNDERLAYMENT COMPLYING _ R905.2.13.4 OR MINERAL SURFACE BOOL ROOFING c OVERLAPPING THE HIP. _ WEIGHING A MINIMUM OF 77 POUNDS PER 100 WITH ASTM D 1970 MAY BE USED IN LIEU OF E LINING MATERIAL. SQUARE FEET. COUNTER FLASHING SHALL. BE m - CORROSION—RESISTANT METAL WITH A MINIMUM .THICKNESS PROVIDED IN TABLE. 903.1. a CONCRETE MASONRY: FOUNDATIONS: LIDING CODE RESIDENTIAL DESIGN CODE: - - - - - - - - - - - - - - - 2017 FLORIDA BUI -05 ASCE 5-0 AIRING (DESIGN MAXIMUM): 2500 PSF. A SOILS INVESTIGA ION REPORT IS RECOMMENDED TO VERIFY SUITABLE ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530 5/TMS 402-05 AND ACI SOIL BE -05/ASCE 6-05/TMS 602-05. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING 530.1 DESIGN LOADS: - - - - - - - - - - - - - - ACTUAL AND UNIFORM SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE NOTIFIED. STRENGTH OF 1900 PSI (f'm=1500 PSI). WORK CLASSIFICATION: - - - - - - - - - - ALTERNATE LEVEL 3 ENGINEER SHALL B (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI FC (cd=1.25) FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. R GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, -02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-C)". ROOF LOADING: 530.1 STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE 171 - - - - - - - - - - - - - - - - - - - - - 20 psf TOP CHORD LIVE LOAD FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL Lou Pontigo and 20 psf (TILE) CONCRETE MASONRY UNITS SHALL BE NORMAL, WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING BOND UNLESS TOP CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - - - ENGINEER. NOTED OTHERWISE. F'M SHALL BE 1500 PSI I (MIN. CMU COMPRESSIVE STRENGTH = 1900 PSI). COMPLETE TEST REPORTS Associates, Inc. BOTTOM CHORD LIVE LOAD - - - - - - - - - - - - - - - - - - - 10 psf THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BE SUBMITTED TO THE BUILDING INSPECTOR. - - - - - - - - - - - - - - - - - - - 5 psf BOTTOM CHORD DEAD LOAD UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND 420 (Psceola Avenue _NTERED IN SLAB ON GRADE USING SUPPORT 13ARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS jax. Beach, Florida 32250 MESH SHALL BE C1 GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 psi, FLOOR LOADING: (cd=1.00) PROVIDE #4 @ 48"-O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR Ph. 242-0908 Fax. 241-9557 LIVE LOAD (INTERIOR) - - - - - - - - - - - - - - - - - - - - - - - 40 psf PER ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE S12E OF % PLACED AT AN 8" TO 11" SLUMP. FL: CA# �344 SO CA# 3579 CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN LIVE LOAD (BALCONIES) - - - - - - - - - - - - - - - - - - - - - - 40 psf MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR, MAY BE USED IN BRICK VENEER. REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS DEAD LOAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 psf JOINT REINFORCING TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 16" U\ILESS NOTED OTHERWISE AND CONFORM TO WHERE FILL IS RECUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ASTM A-82. "�,g",jdw tit ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. DEFLECTION, CRITERIA: VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOWELED INTO THE FOUNDATION AND EXTEND GEN6 FH E ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY IN 8" TC 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL t FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX LOWER FINAL GRAEE IS REACHED. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING INTO THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4" X 4" OPENING AT U BLOCK FOR VERTICAL BAR. No. 53' THE CONSTRUCTIOI\ PERIOD. BACKFILL SHALL NOT BE PLACED ACAINST WALLS UNTIL THE WALLS HAVE ACHIEVED 75% OF ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. WIND LOADING: (ASCE 7/10) SPECIFIED DESIGN 3TRENGTH. OF BASIC WIND SPEED - - - - - - - - - - - - - - - - - - - - - - - - - 130 MPH SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL BE RESPONSIBLE MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - - - - - - - - - 10.0 FT FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. FOR THE DESIGN OF ALL FLASHING. ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATCH EXISTING N A It -- WHERE THE GEOTECHNICAL ENGINEER FINDS AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY CUTTING OR FILLING, FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE FULLY MORTARED IN ALL COURSES OF BUILDING CATEGORY - - - - - - - - - - - - - - - - - - - - - - - - -- THE WORK SHALL \IOT PROCEED IN THAT AREA UNTIL AN INVESTIGATION HAS BEEN MADE AND THE GRADING PLAN PILASTERS, PIERS, COLUMNS, IN THE STARTING cbURSE ON FOUNDATIONS WHERE ADJACENT CELLS/CAVITIES ARE TO BE L u i s A. Pontigo, PE EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - - - IB REVISED. GROUTED, & WHERE OTHERWISE NOTED. FL� PE#53311 ENCLOSURE CLASSIFICATION - - - - - - - - - - - - - - - - - - - - ENCLOSED FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" WOOD FRAMING SPECIFICATIONS: INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - - - - - - - ± '.18 K �R �1�10NS DATE THICK MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN "CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE rnWPArT1nM Aq P170HIPM RY THF rF0TFr.HmICAL ENGINEER DPI7QQHPF_TPFATr7n QT I HKAPF'D 1K1r)1rATm im QP-rTir)KiQ p_Ppzr7P\/r7r) 1A11TW or)IHKA POPATF 1r)r)T_niQr)r-)111kA orTAQ(wATr- COMPONENTS & CLADDING ALLOWABLE PRESSURES TRIBUTARY AREA (sf) INTERIOR ZONE (PSF) EDGE STRIP (PSF): * a' = 4'-0" 10 +18.2 -19.8 +18.2 -24.4 50 +16.3 -17.9 +16.3 -20.6 100 +15.5 -17.0 +15.5 -19.0 TETRA HYDRATE). IF HOWEVER, ACQ OR NON -DOT BORATE PRESERVATIVE T EATMENT IS USED, ALL ATTACHED FASTENEF TESTS FOR DEGRE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 TEST METHODS. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL A TACHED FASTENERS SHALL BE STAINLESS STEEL. ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 (U.O.N. IN SOILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH ADJUSTMENT OF THE 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP#2. MOISTURE CONTENT AS REQUIRED COMPACTION IS OBTAINED. 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. 3. SILL PLATE ANCHORS -Y2"x6" EPDXY ANCHORS @ 24" O.C. MAX CAST -IN-PLACE CONCRETE: 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. FIELD� ALTERATION TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301, ACI 506 & 506.2. ALL REINFORCED CONCRETE TO HAVE 28 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. CONTRACTOR SHALL CONTACT LOU PONTIGO 4 ASSOCIATES PRIOR TO DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 6. USE SPF#2 OR BETTER FOR ALL STUDS IN THESE PLANS, U.O.N. MAKING ANY STRUCTURAL FIELD 7 qQAt-P- qTHnq AT 9A" 0 (` w mom -i r)Ah PFAP1K1('_ WAI I q MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL -RWISE. CONSTRUCTION DOCUMENTS. ANY ALL STRUCTURAL -LEMENTS f'c = 3000 PSI UNLESS NOTED OTH[,, 8. ALL WALLS SHALL BE BALLOON FRAMED FULL, HEIGHT TO ROOF OR FIELD ALTERNATIONS MADE PRIOR TO FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. BEING APPPbVED 13Y LOU PONTIGO E ASSOCIXTES MAY RESULT IN COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND UNLESS NOTED OTHERWISE, NORMAL WEIGHT CONCRETE (145 PCF) SHALL BE USED WITH 3/4" MAX. (ELEVATED) OR 1" ADDITIONAL ENGINEERING OR INSPECTION FEES. NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. MAX. (SLAB -ON -GRADE) COARSE AGGREGATE CONFORMING TO ASTM C 33. EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETEN LINEAR INTERPOLATION IS PERMISSIBLE. AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. PLUS == PRESSURE AND MINUS = SUCTION. PROTECT FRESHLY POURED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD AND HOT TEMPERATURES. START 0 THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTERIPLACING AND FINISHING. ALL ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED 'OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL PRESSURES. CURING PROCEDURES TO FOLLOW ACI 308. SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENGTF PIECES. SPLICES WILL NOT BE PERMITTED 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINE -R. WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN COMPLIANCE WI TH ACI PRESSURES. 305. UNIFORMLY COOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT BLOCKING AND FIRESTOPPING TO BE INSTALLED A5'REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS GREATER THAN 90 DEGREES FAHRENHEIT AT POINT OF PLACEMENT. AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF 'ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, GENERAL NOTES: BETWEEN CEILING AND� FLOOR AR EAS (AS REQUIRED BY BUILDING OFFICAL A D ARCH TECT). THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF S WHERE NEW CONCRETE IS TO BE POURED ONTO EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF THE ADJOINING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKER D AREA,AND COAT WITH SIKADUR 32 HI -MOD OR AN APPROVED BONDING AGENT. COMMON NAILS SHOULD BE USED WHEN -NAILING IS -SPECIFIED ON THESE PLANS (U.O.N.), SUCH AS AT SHEARWALLS AND AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHA,3,wALjmWPSE BUT ARE NOT LIMITED TO, MEANS AN iER M A DIAPHRAGMS. ALL OTHER NAILING MAY BE OF THE,196X OR SINKER" TYPE. rn METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTI­ TO AVOID EXCESSIVE STRESSES AND TO NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT�'1HE JOB SITE. G CONSTRUCTION. OBSERVATION VISI;4�,,,-,-TO,�THE SITE BY THE STRUCTURAL HOLD STRUCTURAL ELEMENTS IN PLACE DURIN ALL ROUGH CARPENTRY WILL PRODUCE� -JOI-N S F1, ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE,- '_ AND TIGHT AND WELL NAILED WITH MEMBERS ASSEMBLED IN �AVOVE ITEMS. SEE �ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUM,BI.NG DRAWINGS FOR DRIPS, CHAMFERS, ACCORDANCE WITH THE DRAWINGS AND ALL PERTINEINIT� BUILDING CODES. THE SHIMMING OF SILLS, JOISTS SHORT STUDS, REGLETS, SLOTS, SLEEVES, RUSTICATIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS NOT NOTED. ON STRUCTURAL TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECl.F,.1CALLY SHOWN OR NOTED OTHERWISE. TRIMMERS, HEADERS OR OTHER FRAMING MEMBERS�,SHALL NOT BE PERMITTED. ALL WALLS AND PARTITIONS SHALL BE CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIM ILAR­7`6 b_E'TA_kILS SHOWN FOR SIMILAR CONDITIONS. DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINAII'NG, & PLACING ALL EMBEDDED ITEMS SHOWN ON STRAIGHT, PLUMB AND ACCURATELY LOCATED. CAREFULLY SELECT ALL STRUCTURAL MEMBERS. INDIVIDUAL PIECES SHAL DRAWINGS & ADDITIONAL ITEMS NOTED IN THIS NOTE, AS REQUIR-__D BY OTHER TRADES. BE SELECTED SO THAT KNOTS AND OBVIOUS MINOR DEFECTS WILL NOT INTERFERE WITH THE PLACING OF BOLTS, OR ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND PROPER NAILING OR THE MAKING OF SOUND CONNECTIONS., LUMBER MAY BE,REJECTED BY THE ENGINEER FOR EXCESSIVE SAFETY REQMT'S. ALL OPENINGS REQUIRED BY OTHER TRADES ARE TO BE COORDINATED W/ARCH. & MECH. DWGS., AND ARE SUBJECT TO WARP, TWIST, BOW 'OR CROOK, MILDEW, FUNGUS ,OR MOLD AS WELL AS FOR IMPROPER GRADE MARKINGS, DEFECTS TO SERVE ITS INTENDED FUNCTION SHALL BE DISCARDED. STRUCTURAL ENGINEERING APPROVAL. WHICH WILL RENDER A PIECE UNABLE FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND. VERIFIED BY ALL TRADES FROM DEFECTIVE AREA It CONCRETE INCLUDING, BUT NOT LIMITED TO, SPALLS, AND CRACKS WITH WIDTHS DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT EXCEEDING 0.01 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL WHERE "LVL" MEMBERS ARE INDICATED ON THE PLANS AND SCHEDULES THEY SHALL BE MANUFACTURED BY TRUSS-JOIS Uj UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. MACMILLAN OR BE AN APPROVED EQUAL PRODUCT. MEMBERS SHOWN ON TH PLANS AND SCHEDULES ARE DETERMINED ENGINEER. FROM MANUFACTURER SUPPLIED INFORMATION AND SHOULD BE REVIEWED FOR COMPLIANCE BY THE,MANUFACTURER'S co CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND CIVIL OR STRUCTURAL ENGINEER. LOADING INFORMATION MAY BE PROVIDED UPON REQUEST. NOTCHES, HOLES OR CUTS U. SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY CONCRETE SLABS ON GRADE: SHOWN IN THE TYPICAL DETAILS ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS AR U TO BE APPROVED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER < CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN ROOF COVERING SPECIFICATIONS: TERMITES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. LO OF ACI, PCI, AISC, SJ1 OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S STRICTEST REQUIREMENT SHALL GOVERN. SLAB CONSTRUCTION JOINTS SHALL BE USED IN PLACE OF CONTROL JOINTS WHERE NEEDED TO INTERRUPT A REQUIREMENTS. c) TO THE REFERENCED BUILDING CODE. CONTINUOUS POUR. SLAB CONSTRUCTION JOINTS SHALL BE KEYED. CLAY AND TILE ROOFS SHALL BE INSTALLED PER T�,E "CONCRETE AND CLA� ROOF TILE INSTALLATION MANUAL." AND TH MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM RER'S REQUIREMENTS. MANUFACTU F ANY PLACEMENT OF WELDED WIRE REINFORCEMENT IN SLAB, WHERE SPECIFIED, SHALL BE AT CONSISTENT. DEPTH OF 1"-2" THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT 0 STANDING SEAM METAL ROOFS SHALL COMPLY WITHAIASTM E151:4 AND BE INSTALLED ACCORDING TO THE MANUFACTURER -DED WIRE REINFORCEMENT SHALL BE PROPERLY CHAIRED ABOVE GRADE. OVERLAP EACH REINFORCING DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE FROM T/SLAB. WEI REQUIREMENTS. ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR SHEET TWO FULL PANELS AND TIE CROSS WIRES ON EACH SIDE. WELDED WIRE REINFORCEMENT SHALL BE SUPPLIED IN THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEjDESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY FLAT SHEETS. INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. MATERIALS. 8 ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. REFER TO ARCH I TECTU RAL/M ECH ANI CAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. PRE-ENGINEERED WOOD TRUSSES: 'A SHALL BEAR THE SEAL OF AN ENGINEER IN THE STTE WHERE PROJECT IS 13EING BUILT AND SHALL COMPLY WITH NFPA, THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. TPI, AND AITC 100. CONTRACTOR -SHALL VERIFY TH�,T ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ARCH I TECT/STRU CTU RAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB. VERTICAL INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUtS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE PENETRATIONS ARE_ ALLOWED. RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEEA. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTAR' CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF AND RECOMMENDATION FOR HANDLING, INSTALLING BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT DESIGN CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION CONCRETE REINFORCING MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS T,J, AVOID NAILING CON FLI CTS'THROUGH TRUSS. WHEN USING (2) STRAP BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD CkITERIA ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALfY ACROSS DBL. TOP PLATE FROM EA. OTHER. --AILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF STANDARD PRACT REGULATIONS FOR ITS EMPLOYEES. PRACTICE FOR DE I CE). F� (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) 'AND METAL CONNECTORS AND FASTENERS NO STRUCTURAL CHANCE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS ALL EXPOSED METAL STRAPS AND HANGERS SHALL GALVANIZED G185 (1 85 OZ/FT^2) OR BETTER. WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANCES WITHOUT THE WRITTEN APPROVAL SHALL BE GENERAL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 6C (UNLESS NOTED OTHERWISE). THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. HANGER AND STRAPS INTALLED OVER ACQ OR ACZE", PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOTES 1. CONCRETE CAS AGAINST EARTH - - - - - - - - - - - - - - - - - 3" �ED GALVANIZED TO MEET THE SPECIFICATIONS OF ASTM153 OR Do NOT SC LE DIMENSIONS FROM ALL EXPOSED WOOD FASTENERS SHALL BE HOT DIPR CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND:INSERTS. THE MECHANICAL CONTRACTOR THESE DRA INGS. IF A DIMENSION IS 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - - - - 2" BETTER. UNCLEAR REFER TO THE SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND INSERTS FOR 3. WALLS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/4" ARCHITECTURAL DRAWINGS OR INSTALLATION OF MECHANICAL EQUIPMENT. 2pp FASTENERS INTALLED INTO ACQ OR AtZE PRESSUR TREATED LUMBER SHALL BE STAINLESS STEEL. CONTACT THE E.O.R. 4. COLUMNS/BEAIV S - - - - - - - - - - - - - - - - - - - - - - - - - - - r I 71LANNAME D AILS AND HANDRAILS: ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED 'ONLY WITH PRIOR SHEATHING SPECIFICATIONS: �ADDITION SHALL BE DESIGNED PER FBC. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING PERMISSION FROM THE STRUCTURAL ENGINEER.WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE ROOF - MIN. 5/8", 32/16, APA RATED PLYWO ID SHEATHING, NAILED w/ O.l2Ox3,' RING DESIGN/bRAWN/CHECKED I MANUFACTURER. LAPPED TWO FULL PANELS, TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. SHANK NAILS @ 6" O.C. EDGE & 6" O.C. ELD (AT GABLE ENDS DECREASE EDGE NAIL CS SSI / LAP WATERPROOF SPACING TO 4" O.C. WITHIN 4'-0" OF ROO EDGE). DATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESICN/INSTALLATION OF ALL WATER PROOFING. ALL TENSION SPLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL BE 48 BAR DIAMETERS 102.26.18 WALL MIN -7/16", 24/16, APA RATED OSB 0 PLYWOOD SHEATHING, ASTENED w/ 8d CONTROL NO. PRE-ENGINEERED MISCELLANEOUS STRUCTURES: COMMON 0.131" x 2Y2" @ 6" O.C. EDGE AN 6" O.C. FIELD. SEE PIL N FOR INCREASED ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. NAILING REQUIREMENTS AT SHEARWALLS __�,RUSS I D. HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, WALLS, SLABS, BEAMS FLOOR - 23/32" T&G OSB OR PLYWOOD SHE THING, GLUE AND NAIL WITH 10d COMMON REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO AND OTHER MEMBERS). 0.148"x3" @ 6" O.C. EDGE & FIELD LPA NO. CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER JSIDIM-18-00248 SHEET PORCH CEILING (OR GREATER) PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, OSB OR LYWOOD, W/ 8d COMMON 0.1,31 x 2Y2" NAILS UNLESS NOTED OTHERWISE. @ 6" O.C. EDGE AND FIELD 0 N ROM E S OT SC' JSIDNIS E DRAW UN L P _ C IT 3 OR LAH E C CO I Al i on nFr-PFF wnnv SOD n01A/P_1 q ANin TF-PKAINIATINIr- PAPq 0,WAI I WA\/17 A (ZTANinAPn I SHE�aT 1 OF 7 SYMBOLS LEGEND — — — — DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE DESIGNATES SLAB RECESS Associates, Inc. i i 420 Osceola Avenue Jax. Beach; Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS, __.. Vvt e9 rro6fjlsPf 4 CON RETE SLAB w FIBERME H @ 1.5 LBS CU.YD. :. `� N -. OF CONCRETE OR 6x6' W1.4xW1.4 SLAB ON ., C3 .� N GRADE, 4 WWF ON 6MIL VAPOR BARRIER z �. .. "a . a r.5 PROVIDE SAW CUTS PER SEE PLAN. IN PREPARED GRADE. ; 2/S1.0, BUILDER TO a \ ; z Q • A � - c!1 COORDINATE WITH FINISH / . s, *. FLOOR MATERIAL. �, ;�• N CN S1.0 S1.01—#3X16"\ 1v 1. .•` DRILL 4 AND EPDXY /' 3 » _ c d a t f CV _ ALT. FOOTING A7 CONNECT NEW MONO FOOTING TO 17 0 HORIZONTAL .:DOWEL BARS Q \ . • » BUILDERS DISCRETION. Luis Pontt o, P£ 1 5 CONT. .: E S D SCRET ON. 3 EXISTING MONO. DRILL 6 AND EPDXY 2 O.C. TYP FL I'E#53311 �, -ter - \s, SAWCUT EXISTING CSN PAD AND 2 5x30 HORIZONTAL DOWEL BAR'S. EX S G CRETE # » » TYP. POUR NEW 2x2 x12 DEEP FOOTING 12 — REVI IONS SLAB ON w 3- 4 EA. 'WAY BOTTOM. 1 STORY, w 2 4 CONT... DATE a o 1 / # w GRADE, I S1.0 F3.0 � \ SEE PLAN. �- 1 MONOLITHIC ED E F TIN G FOOTING 8 x8 SCALE: 3/4" — 1 —0 THICKENED EDGE S1 Q E I _ w 1-#5 CONT. i FIELD; ALTERATION CONTRACTOR SHALL CONTACT LOU Lw CT PONTIGO & ASSOCIATES PRIOR TO 0 , , MAKING NY STRUCTURAL FIELD < 3 MODIFICATIONS WHICH MAY VARY ' DEEP SAWCUT w B EDGE Q THICKENED SLA G 4 / S FROM THE INTENT OF THE ORIGINAL ELASTOMERLC SEALANT CONSTR U OTION DOCUMENTS. ANY » _ — » FIELD ALTERNATIONS MADE PRIOR TO SCALE. 3/4" 1 0 N �-o BEING APPR VED BY LOU PONTIGO & / Q SLAB ON GRADE PLAN ASSOCIATES MAY RESULT IN .SEE ADDITIONAL ENGINEERING OR i, r' INSPECTION FEES. f T � SAWCU EXISTING CONCRETE PAD AND WALL FRAMING r� t POUR NEW 2x2 x12 DEEP FOOTING F3. `_ w 3 4 EA. WAY BOTTOM. _ , / NOTES. 2 #5 CONT. F 11 1 PROVIDE SAWCUTS TO CREATE I SLAB ON J b (,� ___��, _��_, EXISTING STRUCTURE ,�' APPROXIMATE 12 X 12 MAX. SQ. GRADE, o / SEE PLAN., 2 SAWC T CONC. SLAB WITHIN 4 TO C r • . 1 m � 12 HOURS OF CONC. PLACEMENT. _... w 2 5 CONT. r/ LIJ s x /� )# ! EXISTING SLAB � .r / o �I o 0 ON GRADE SAW UT DETAIL F _ 2 m ;4. .SCALE. 3 4 V-0" r ���� r x / T EXISTING CONCRETE PAD AND W SAWCUT » AT INTERIOR _ .- R NEW 2x2 x12 DEEP FOOTING j 7 BEARING Pou .; _ .f 0 w 3—#4 EA WAY. BOTTOM. S1.0 _ LJL TT DRILL 4 AND .:.EPDXY 1—#3x16" ...L. HORIZONTAL DOWEL BARS GRADE Z O C� EXISTING CONCRETE ..SLAB ON r l � CONTRACTOR TO VERIFY. 24 0. C. TYP z TING NG o NEW F00 EXISTING g � r 1 FOOTING W �' <t $1.0 4 `CONCRETE SLAB w / CONTRACTOR VERIFY w 0 I I I _ ; _z r z .� EXISTING C�? 1.5.. LBS TNG FOU T FIBERMES CU.YD. FOUNDATION IS MM 0 / W CONNECT NEW MON FOOTING TO ON TE OR 6x W1. x MONOLITHIC, CONTACT EXISTING MON DRILL 6 AND EPDXY - o OF CONCRETE � 4 W1.4' N ACT 'EOR Y 1 3X16 0 L� D EPDXY F` N 6MIL VAPOR BARRIER IF OTHER CONDITIONS' DRILL 4 AN # SAWCUT WW 0 ER » _I (U 5x30 DOWEL BARS I 2 HORIZONTAL HORIZONTAL DOWEL BARS. @ N PREPARED GR EXIST HORIZO # I ADE: �. TYP. T 24 O.C. TYP ( ) 1/7\I I w _ SLOPE m d 00 a ¢ SLAB ON I 51.0 � o% V J 5 CONT. vi GRADE, 4 SLOPE � I ..__ _ r - SEE PLAN. �r ;, S1:0 -Fill 4 z 1 \ / \ 1 S1.0 ae. F ! \ - r F i s SAWCUT /rq i L I ,� ,� DRILL 4 AND EPDXY. 3x16 s/' ...'`!, '\. �\ I CD HORIZONTAL DOWEL BARS CEJ "Im 13 ! 2 4 O.C.TYP i CLEAN MPACTE .%,' , ( FILL ! \ r' / 4 CONCRETE SLAB w --- ---- r ♦. ! t .. H 1 F BE RMES C�? .5 LBS CU.YD. f d i I OF CONCRETE OR 6x6 W1.4xW1.4 4 WWF ON 6MIL VAPOR BARRIER 1.0 S _ NEVA/ SLAB JOINING EXISTING ! IN PREPARED GRADE. 3 ) S G MONOLITHIC 6 SECTION » » 6 _0)p10 6 7 —10 10 -6 S1.0 S1.0 SCALE. 3/4" 1 0 1 8 CMU WALL w 5 VERT. T P PROVIDE SAW CUTS PER 1 / STD. 90* -HOOK INTO FOOTING S1 BUILDER TO 2/ .0, B � ALIGNED w/ ..WALL REINFORCEMENT FOUNDATION NEW FOOTING EXISTING COORDINATE WITH FINISH c� I zABOVE. SEE PLAN OR SCHEDULE FOOTING w FLOOR MATERIAL. 4, J FDR SPACING PLAN 2x4 BLOCKING. FASTEN d Q EA. END w/3 -10d TOENAILS _ w DRILL 4 AND EPDXY 1-#3X16" # u7 DO NOT SC LE DIMENSIONS HORIZONTAL DOWEL BARS C� FROM M R r� N THESE DRAWINGS. IF AbIMEN 5 CONT. „ sloN is F NDATI N PLAN UNCLEAR j 24 O.C. TYP\J FOUNDATION L A REFER TO THE - ARCHITEC URAL DRAWINGS OR SLAB ON SCALE: 1/4' — l'—O" � a . CONTACT THE E.O.R. GRADE OR CONC. GRADE PLAN - a F T H SLAB, SEE L N ao .SLOPE .. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED 0 THE � f 4 `SEE PLAN PAN NAME FOUNDATIO .FOR GENERAL FEATURES, DIMENSIONS CONDUITS :ELECTRICAL EMBEDS,a a '.ADDITION _ STEP HEIG TS, ECT., .SEE .ARCH.. PLAN. ARCHITECTURAL PLAN SHOWN HERE. I FOR �:-,<\, REFERENCEONLY. — - ti ti DESIGN/DRAWN/CHECKED a a � . cs ssi a \ /� LAP. / 2. FIGS. & F D. SHALL BE IN ACCORDANCE w :.'LOCAL BUILDING .CODES. `/� a \ \--- r / DATE 3. SOIL COMP CTION AND FILL SHALL BE COMPACTED TO A MIN. -0F 95% MODIF ED \ ,/7 , ., ALT. FOOTING AT �. r *, t 02.26.18 PROCTOR I ACCORDANCE WITH ASTM D 1557. BUILDERS `DISCRETION C�NTROL NO. #3 Q 48",.c OR 16 x20 /(2)#5 CONT.. - , ROD CHAIRS TYP RUSS ID. SLAB BEYOND ,ti.\,• ` o \ MAT OF #4 12 O.C. EA. WAY. LPA NO. 4 M NOLITHIC EDGEFOOTING JSOw1-18-00248 » V-0" SECTION _ _ SHEET S1.0 SCA 3/4 1 0- 1.Q _SCALE. 3 4 1 0 to S / 1.0 r i SHEET 2 OF 7 'I �. t, ;ate Lou Pontig^o and Associates, Inc. i i 420 Osceola Avenue Jax. Beach; Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS, __.. Vvt e9 rro6fjlsPf 4 CON RETE SLAB w FIBERME H @ 1.5 LBS CU.YD. :. `� N -. OF CONCRETE OR 6x6' W1.4xW1.4 SLAB ON ., C3 .� N GRADE, 4 WWF ON 6MIL VAPOR BARRIER z �. .. "a . a r.5 PROVIDE SAW CUTS PER SEE PLAN. IN PREPARED GRADE. ; 2/S1.0, BUILDER TO a \ ; z Q • A � - c!1 COORDINATE WITH FINISH / . s, *. FLOOR MATERIAL. �, ;�• N CN S1.0 S1.01—#3X16"\ 1v 1. .•` DRILL 4 AND EPDXY /' 3 » _ c d a t f CV _ ALT. FOOTING A7 CONNECT NEW MONO FOOTING TO 17 0 HORIZONTAL .:DOWEL BARS Q \ . • » BUILDERS DISCRETION. Luis Pontt o, P£ 1 5 CONT. .: E S D SCRET ON. 3 EXISTING MONO. DRILL 6 AND EPDXY 2 O.C. TYP FL I'E#53311 �, -ter - \s, SAWCUT EXISTING CSN PAD AND 2 5x30 HORIZONTAL DOWEL BAR'S. EX S G CRETE # » » TYP. POUR NEW 2x2 x12 DEEP FOOTING 12 — REVI IONS SLAB ON w 3- 4 EA. 'WAY BOTTOM. 1 STORY, w 2 4 CONT... DATE a o 1 / # w GRADE, I S1.0 F3.0 � \ SEE PLAN. �- 1 MONOLITHIC ED E F TIN G FOOTING 8 x8 SCALE: 3/4" — 1 —0 THICKENED EDGE S1 Q E I _ w 1-#5 CONT. i FIELD; ALTERATION CONTRACTOR SHALL CONTACT LOU Lw CT PONTIGO & ASSOCIATES PRIOR TO 0 , , MAKING NY STRUCTURAL FIELD < 3 MODIFICATIONS WHICH MAY VARY ' DEEP SAWCUT w B EDGE Q THICKENED SLA G 4 / S FROM THE INTENT OF THE ORIGINAL ELASTOMERLC SEALANT CONSTR U OTION DOCUMENTS. ANY » _ — » FIELD ALTERNATIONS MADE PRIOR TO SCALE. 3/4" 1 0 N �-o BEING APPR VED BY LOU PONTIGO & / Q SLAB ON GRADE PLAN ASSOCIATES MAY RESULT IN .SEE ADDITIONAL ENGINEERING OR i, r' INSPECTION FEES. f T � SAWCU EXISTING CONCRETE PAD AND WALL FRAMING r� t POUR NEW 2x2 x12 DEEP FOOTING F3. `_ w 3 4 EA. WAY BOTTOM. _ , / NOTES. 2 #5 CONT. F 11 1 PROVIDE SAWCUTS TO CREATE I SLAB ON J b (,� ___��, _��_, EXISTING STRUCTURE ,�' APPROXIMATE 12 X 12 MAX. SQ. GRADE, o / SEE PLAN., 2 SAWC T CONC. SLAB WITHIN 4 TO C r • . 1 m � 12 HOURS OF CONC. PLACEMENT. _... w 2 5 CONT. r/ LIJ s x /� )# ! EXISTING SLAB � .r / o �I o 0 ON GRADE SAW UT DETAIL F _ 2 m ;4. .SCALE. 3 4 V-0" r ���� r x / T EXISTING CONCRETE PAD AND W SAWCUT » AT INTERIOR _ .- R NEW 2x2 x12 DEEP FOOTING j 7 BEARING Pou .; _ .f 0 w 3—#4 EA WAY. BOTTOM. S1.0 _ LJL TT DRILL 4 AND .:.EPDXY 1—#3x16" ...L. HORIZONTAL DOWEL BARS GRADE Z O C� EXISTING CONCRETE ..SLAB ON r l � CONTRACTOR TO VERIFY. 24 0. C. TYP z TING NG o NEW F00 EXISTING g � r 1 FOOTING W �' <t $1.0 4 `CONCRETE SLAB w / CONTRACTOR VERIFY w 0 I I I _ ; _z r z .� EXISTING C�? 1.5.. LBS TNG FOU T FIBERMES CU.YD. FOUNDATION IS MM 0 / W CONNECT NEW MON FOOTING TO ON TE OR 6x W1. x MONOLITHIC, CONTACT EXISTING MON DRILL 6 AND EPDXY - o OF CONCRETE � 4 W1.4' N ACT 'EOR Y 1 3X16 0 L� D EPDXY F` N 6MIL VAPOR BARRIER IF OTHER CONDITIONS' DRILL 4 AN # SAWCUT WW 0 ER » _I (U 5x30 DOWEL BARS I 2 HORIZONTAL HORIZONTAL DOWEL BARS. @ N PREPARED GR EXIST HORIZO # I ADE: �. TYP. T 24 O.C. TYP ( ) 1/7\I I w _ SLOPE m d 00 a ¢ SLAB ON I 51.0 � o% V J 5 CONT. vi GRADE, 4 SLOPE � I ..__ _ r - SEE PLAN. �r ;, S1:0 -Fill 4 z 1 \ / \ 1 S1.0 ae. F ! \ - r F i s SAWCUT /rq i L I ,� ,� DRILL 4 AND EPDXY. 3x16 s/' ...'`!, '\. �\ I CD HORIZONTAL DOWEL BARS CEJ "Im 13 ! 2 4 O.C.TYP i CLEAN MPACTE .%,' , ( FILL ! \ r' / 4 CONCRETE SLAB w --- ---- r ♦. ! t .. H 1 F BE RMES C�? .5 LBS CU.YD. f d i I OF CONCRETE OR 6x6 W1.4xW1.4 4 WWF ON 6MIL VAPOR BARRIER 1.0 S _ NEVA/ SLAB JOINING EXISTING ! IN PREPARED GRADE. 3 ) S G MONOLITHIC 6 SECTION » » 6 _0)p10 6 7 —10 10 -6 S1.0 S1.0 SCALE. 3/4" 1 0 1 8 CMU WALL w 5 VERT. T P PROVIDE SAW CUTS PER 1 / STD. 90* -HOOK INTO FOOTING S1 BUILDER TO 2/ .0, B � ALIGNED w/ ..WALL REINFORCEMENT FOUNDATION NEW FOOTING EXISTING COORDINATE WITH FINISH c� I zABOVE. SEE PLAN OR SCHEDULE FOOTING w FLOOR MATERIAL. 4, J FDR SPACING PLAN 2x4 BLOCKING. FASTEN d Q EA. END w/3 -10d TOENAILS _ w DRILL 4 AND EPDXY 1-#3X16" # u7 DO NOT SC LE DIMENSIONS HORIZONTAL DOWEL BARS C� FROM M R r� N THESE DRAWINGS. IF AbIMEN 5 CONT. „ sloN is F NDATI N PLAN UNCLEAR j 24 O.C. TYP\J FOUNDATION L A REFER TO THE - ARCHITEC URAL DRAWINGS OR SLAB ON SCALE: 1/4' — l'—O" � a . CONTACT THE E.O.R. GRADE OR CONC. GRADE PLAN - a F T H SLAB, SEE L N ao .SLOPE .. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED 0 THE � f 4 `SEE PLAN PAN NAME FOUNDATIO .FOR GENERAL FEATURES, DIMENSIONS CONDUITS :ELECTRICAL EMBEDS,a a '.ADDITION _ STEP HEIG TS, ECT., .SEE .ARCH.. PLAN. ARCHITECTURAL PLAN SHOWN HERE. I FOR �:-,<\, REFERENCEONLY. — - ti ti DESIGN/DRAWN/CHECKED a a � . cs ssi a \ /� LAP. / 2. FIGS. & F D. SHALL BE IN ACCORDANCE w :.'LOCAL BUILDING .CODES. `/� a \ \--- r / DATE 3. SOIL COMP CTION AND FILL SHALL BE COMPACTED TO A MIN. -0F 95% MODIF ED \ ,/7 , ., ALT. FOOTING AT �. r *, t 02.26.18 PROCTOR I ACCORDANCE WITH ASTM D 1557. BUILDERS `DISCRETION C�NTROL NO. #3 Q 48",.c OR 16 x20 /(2)#5 CONT.. - , ROD CHAIRS TYP RUSS ID. SLAB BEYOND ,ti.\,• ` o \ MAT OF #4 12 O.C. EA. WAY. LPA NO. 4 M NOLITHIC EDGEFOOTING JSOw1-18-00248 » V-0" SECTION _ _ SHEET S1.0 SCA 3/4 1 0- 1.Q _SCALE. 3 4 1 0 to S / 1.0 r i SHEET 2 OF 7 'I i III ` j SYMBOLS LEGEND �s DESIGNATES INTERIOR x A LOAD BEARING . .; d GWLL �. , .f r DESIGNATES SHEARWALL. THE HIDDEN _ LINE DESIGNATES SIDE OF WALL THE ---------- SHEARWALL SHEATHING TO BE APPLIED., F SIN: 3 6 8d 0 bT DESIGNATES 8d COMMONS ® � 3" O.C. EDGE & 6" O.C. "IN THE FIELD,. DESIGNATES THE HEADER SIZE, NUMBER Lou o n t i 3 o a n d (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR HEADER OPENING. Ass i c i a t e s, Inc. --- BEAM OR TRUSS, SEE PLAN 420sceola Avenue )ax. Be ch, Florida 32250 ANCHOR LEGEND Ph. 242-0 08 Fax. 241-9557 FL: CA # 344 SO CA# 3579 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP ��&,,,yyy PLATE, SEE DETAIL 2/S4.0 A307 DIAMETER THREADED ROD ItlMt pip TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 2/S4.0 `ti ♦ 6,; ; i, t ��}i �giaff •i' f l J p ,\C PV g, ,'✓jai SIMPSON HTT5 + ,� • 0 � �SIMPSON LTT20BSTRAP BEAM EA. END 0°�wf7�,T •• �I" 2 MSTA24 TYP. STRAP HEADER EA. SIMPSONU.. / END w 1 MSTA24 VA 6x6 P.T. SYP #2 POST �>,��{� W ABU66; SEE DETAIL WALLSTUD D SCHEDU LE �: hontl o Luls � S , PE (TYPICAL) 1 S4.2. T srua SIZE — ( ) PLATE FL P E# 5 3 31 1 SIMPSON H UC 212 2 / LOCATION &SPACING HEIGHT MASONRY:: HANGER EXTERIOR 91-1. 2x4 SPF #2 0 is» O.C. () 3 2x12 MAX �IONS� EDATE » 1 O.C. or _ x6 SPF — 2 t2 — _ _ _ _ = EXTERIOR 10 1 #2 6 P.T. SYP 2 POST MAX 2x4 SPF#2 12" D.C. I;�f 6 x # — , 5 —1 TO » �(2)2x8-1/1.10 66 w / � , W ABU 8 2x6 SPF#2 ®16 O.C. � X / / EXTERIOR _ # W 14 0 Q i N z RODS � .—. `THREADED 10'-0" AX» 4SPF2�76 O.C. W' � » 2x # � N INTERIOR MAX Li -�- 12 EPDXIED 8 TYP. .� 2 2x EPO 0• ) BEAM ABOVE O 1 \ � '— 2z6 .SPF#2 ®1& O.C. or 12 0 » — — — INTERIOR _ L: — -- _ _ INTER MAX 2x4 SPF#2 0 12 O.C. AM EA. END c�n o1� STRAP BE �� N w 2 MSTA24 T YP. ,.> WALL STUDSSPECIFIED ON PLAN SUPERSEDE THIS TABLE' - 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. II MEET FIELD ALTERATION - CONTRACTOR MAY INCREASE STUD SIZE TO ARCHITECTURAL TURAL REOU IREMENTS. CONTRACTOR SHALL CONTACT LOU SPF DENOTES SPRUCE, PINE FIR. SYP DENOTES. SOUTHERN PONTIG O ASSOCIATES PRIOR TO N 3) MAKING ANY STRUCTURAL FIELD 7� YELLOW PINE. MODIFICA IONS WHICH MAY VARY X FROM II THE 1 TENT OF THE ORIGINAL ., II N SOLE PLATES ' 4.) USE SYP#2 FOR ALL TOP PLATES AND . CONSTR ION DOCUMENTS: ANY 1-1 FIELD ALTERNATIONS MADE PRIOR TO N FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS BEING APPROVED BY LOU PONTIGO II 5.) „ r T IN TO CONCRETE SLAB w/16d MASONRY CUT NAILS � 16 O.C. ASSOCI TES MAY RESULT MINIMUM. SEE 2 50.1 FOR ADDITIONAL ANCHORS AT ADDITIONAL ENGINEERING NG OR.. II / INSPECTION FEES. SHEARWALLS I r, 2x8 CEILING JOIST GENERAL NOTES II w Y II PAIRED / ROOF i RAFTERS 1. SEE DETAIL 2 S0.1 FOR WALL FRAMING DETAIL. NEW SEE WALL STUD SCHEDULE THIS SHEET FOR STUD E D SIZES AND SPACING. AT GIRDERS AN BEAMS, FRAMING MATCH BERM GIRDER F PROVIDE STUDS BELOW TO MA BEAM/ GIRDER Im TING STRUCTURE EXISTING I 2. SEE SHEET S0.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE l V II PLIES BEAMS, HEADER, AND STUDS) FASTEN PLIES N TOGETHER PER DETAIL 2/S4.1 l V 4. INSTALL SOLE PLATE ANCHORS PER DETAIL y X SIMPSON m 2 SO.1 o, _ a SIM II N _ HUC212-2 II N MASONRY HANGER J' I� NEW WOOD WA LL :. II TO EXISTING CMU LrL WALL. SEE 4/S4.0 II r s V ( TYP.), ( 2)2 x12 l W c 1 CMU IN FILL 3-1» w NEW 8 CMU WALL SEE . z Q /,--WALL. SEE DETAIL i 3/S4.0 4.0 1 .54.2 T YP. ) Ib X N N I I e .I 5 I I I NEW 8">16" MASONRY I _ _ LI N TE . SEE DETAIL1 » ». YP NEW 2S4.8x16 2 T p / ( ) MASONRY LINTEL. SEE I , DETAIL 2/S4.2 TYP. NEW WOOD WALL ' TO N E W CMU WALL. / ( SEE 4 TYP. 0 . S4; I, I ROOF SHEATHING a 2x4 BLOCKING NEW 8»- CMU _/ 4 2d TOE NAILS RAFTERS PER PLAN WALL.. SEE DETAIL `' 1/54.2 (TYP.) 7 S 2 2x4 OUTLOOKERS PER /4.1 2 EA. SIDE .: ALL F MING /-2—PLY 9.5 LVL it WALL FRAMING PLAN H2.5T @ EA. 4-12d TOE NAI -S LAN EACH JOIST SCALE. 1/4" _ _ OUTLOOKER 1 0 HUS 2x6 HANGER . KA ecnnlRY NnTFS. . 4-12d TOE NAILS FRAMING NOTES. AL WALL FRAMING, SEE DETAIL 1/S 4.p (2 EA. SIDE) 1 FOR TYPICDO NOT SC LE DIMENSIONS FROM THESE DRA ING5, IF A DIMENSION 15 UNCL AR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. WALL SHEATHING I I EXISTING ROOF TRUSS " PLAN NAME (ADDITION DESIGN/ CRAWN/CHECKED CS SSI LAP (3)2x12 BEAM I DATE CMU WALL BEYOND 102.26.18 2x8 CEILING JOIST. ALIGN C NTROLNO. WITH ROOF RAFTERS 2.5T @ EA. 2x_ STUD WALL FILING JOIST muss lo. PER PLAN LPA No: SECTION JSO -18-00248 1 SEC 1 ION SHEET S2.Q SCALE: N.T.S. S'2.0 L SHE�T 3 OF 7 SYMBOLS LEGEND MTSM16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET M2. 4. WHEN USING (2)H2.5T CLIPS ON ll/," WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. l� Ph. FL: TRUSS / ROOF RAFTER NOTES: STRAPPING -NOTES .0-- -2x4 COLLAR—TIE BELOW RIDGE. FASTEN EA. END w/ (5)10d (TYP.) (3)2x4 KING POST STRAP TOP & BOTTOM dw 0 v-, 2x4 OUTLO KERSs ����. _- N go 2—PLY 9.5 LVL W: w/ (2)HTS16 @ 24 O.C. — A. END 2 HTS16 E E (4� Luis Pontigo, PE I 2x8 RAFTERS FL P E# 53 31 1 z/1 CD ;\ @ 24 0. C. — 6 LJ _ _ REVI K z Q _____ �. � S4.1 ry LL_ 2x6 RAFTERS @ 24 - O. C. c�7s7--2—HTSi60 / — f' N oi x I FIELD , j N CONTF:ACT(�F N PONTIGO E, MAKING AN, PORCH CEILING 2x8 OVERFRAME AFT7ER n�oolFlcaric ,� ,� PER SO. O. FROM I. % N @ 24 O.C. w/ OV _RFR�, colvsTRuclT'i n1 {I FIELO ALTERIv, LEDGER SE 8/S SL BEING APPRo , ASSOCI \1 - a f' ADDITIO i f fINSF I 2x8 'OVERFRAME RAFTERS 2x8 RAFTERS ff @ 24„ O.C. w/ OVERFRAME @ 24 O.C. (3)2x4 KING POST. ii PAIRED w/ LEDGER SEE 8/S4.1. 2 2x12 RIDGE STRAP TOP w/ 2x8 CLG. 2 HTS16 & JOIST J EXISTING STRUCTURE BOTTOM w A35 @ EA. f (2}HTSM1'6_ HIP RIDGE / g __.INTERSECTION (3—TOTAL) 2x8 OVERFRAME .RAFT _RS , gi ,.,,... @ 24„ O.C. w/ OVERFR ME o tiOWN ' LEDGER SEE 8 S .1. r f i - r _ 2—HTS16 I _ _ 17 =7:==:f=(;;;7 P//' ,r CD w(3)2x4 KING POST. _ (D ,STRAP TOP w/ V z , 0 L_ w LA 2 H T516 Q z BOTTOM w 6 LLry S4.1 x HTSM16 - 2 2x8 RAFTERS _T,O 5 @ 24 O.C. N S4.1 5 _ S4.1 2x8 RAFTERS \ @24 O.C. I PAIRED w 2x4 BLOCKING. FASTEN 2x4 OUTLOOKER 4-12d TOE i _� 2x8 CEILING A. ND w/3 -10d TOENAILS 1 / 1 _.M E E\.rl If II JOISTS @'24 O.C. NAILS (2 EA i 'k SIDE) ROOF SHEATHING RAFTER, _-7 4 12 d TOENAILS dill 2A, SEE PLAN SEE PLAN I� ,a 1 o , 2x4 KING 2x4 VERTICALS '@ 24„ O.C.. S3.0 (3 ) , POST STRAP 2x4 OUTLOOKERS FASTEN_ TOP & BOT . TOP &BOTTOM @ 24 O.C. w/2-10 COMMONS a a, p 12 MAX � w 2)HTS16 FRl 2x4 DIAGONALS. FASTEN �a TO VERTICAL 2x4 WITH w/4-10 COMMONSn, Ia a a s I I 2x4 SPF#2 as aal - I ,, Y 16 -- -- -- SIMPSON A34 ANGLE _ _p FROM 2x8 BLOCKING ROOF TRUSS PLACEMENT PAN 4 12d a DO NOT SC TOENAILS a TO DOUBLE TOP PLATE THESE DRA I ,a SCALE: 1/4 — 1,-0 ° AF HI EC i CO T ,/ x —0 LONG BLO KING @ 48 O.C. ALIGN 8x16 BOND CEILING JOIST. ALIGN—/ 2 4x8 WITH ROOF RAFTERS FLATWISE. FASTEN TO ITH GABLE VERTICALS. BEAM w P . — I� CEILING JOIST WITH 2 12d FA.; TEN TO VERTICALS w/ 1 #5 T&B COMMON'S4-10d COMMONS ;: CONT. TYP. �eslcty cs TYPICAL P.T. P 8 CMU WALL w/ LATE „ 1 1 5 @ 48 O.C. 2x8 P.T. SY #2 w/ /i 0 x10 A.B.. # » t w 6 HOOK INTO OR � c i 1 » BOND BEAM TYP. I i /2 TH EADED ROD DRILLED & ( ) EPO ;IED w/ 8” EMBEDMENT AT 24 O.C. w 2x20/8 PLATE WASHER. j ,iso DF L 1 PLATFORMS FRAME GABLE END Y S3.0 SCALE.. N.T.S. ,I SHE,- I SOLE PLATE ANCHOR SCHEDULE THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING- WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40pp 161t 2x2x /8 31/2 1 3/4 1/2 48" 24" 2x2x'/8 " 31/2 " 1 3/4" MASA 48" 24" N/A N/A N/A BUILDER MAY CHOOSE EITHER ,THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM E14D FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS ROD 0 < 6'-4" (2)2x4 SPF #2 (5)12d TOE ,NAILS EMBEDMENT DEPTH EDGE DISTANCE (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS E2<84" —0" (3)2x6 SYP #2 1 (1)A35 + (4)12d TOE NAILS SEE BELOW FOR -BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. 2 x () 2x4 3 @ CONNECTION EACH 3: EMBED. (4) @ 2x6, END THREADED ROD 5 @ 2x8. ANCHOR- DRILLED Sc » 1, 2 4 x / 8 PT. SYP#2 EPDXY w SOLE PLATE PLATE WASHER, SEE SCHEDULE FOUNDATION, SEE PLAN 8,, 1 1/ , 2 FULL HEIGHT ANCHOR INSTALLATION CHART TYPICAL HEADER NAILING 0.131X3 TOE NAILS - — NAILS` 2X6 2x8 _-5 TYPICAL OUBLE TOP D ESP E PLAT LIC C D E F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 „0 1/2 „0 2x2x'/8,, 4„ 4„ TYPICAL STUD NAILING. 2x10, 2x12 _ 7 NAILS 4'-0" MIN. SPLICE LENGTH /is= 3x3x /a TYPICAL TOP PLATE NAILING: 2Y2 3 9/8 / s/" 4 3/a,,0 3x3x1/4„ 10" 10" 2i/2» 3„ FASTEN ALL TOP PLATES STEM 0.131x3 END NAILS. _ w 16 0.131x3 NAILS 9 LVL, 11 .LVL (7) NAILS / ( ) STEM AND EDGE DISTANCE REQUIREMENTS 2 ©2x4, ( ) 14 LVL, _ 9 NAILS 16 .LVL ( ) VENLY SPACED TOGETHER w/ ( 3) ROWS. GALV. CORRUGATED ...� (3 ) @ 2x6, BUCK ANCHOR @ OF .131x3` @12„ O.C. STAGGERED. 16 O.C. VERT. & p . 4 @ 2x8 a •.•. SYP#2 . HORIZ. FASTEN .--. , SYP#2 DBL. HEADER, ,-0 MIN. 4 TO EXISTING CMU FULL HEIGHT ANCHOR 6 »MAX. ..- ' � . TOP PLATE PER PLAN :. - -- --► PLAN IA FULL HEIGHT OF PLA E EITHER SIDE T :...: . ..�... -, F Q -------- -- --E-- ---- - ANCHORIN SPECIFICATIONS HEIGHT CHANGE \ 1 ONLY 2x BLOC KING ON RAISED I T I DOUBLE , FULL HT. ANCHORING SYSTEM. HE THREADED ROD .ANCHORING 3 REQUIRED RED IFS HEARWALL Q HEADER ARCHED TRANSOM OPTION:_ SOLE � FULL HT. -- ANCHOR SYSTEM SHALL CONSIST � A307 THREADED / E s A. .. :...2x_ • 2x SPF DIAGONAL LOCKING PLATE' _ , ! -- TOP PLATE._ � � E T RODS ORIENTED VERTICALLY , AND ATTACHED TO THE SIMP SON H2.5T OR .. v., . .. - FASTENED w 3 0. 31 x 3 i , ANCHOR CMU WALL. ;i FOUNDATION AN -UPPERMOST OUND D TO PLAT AT -T HE E HE .. • 1 . DRO PED EA. END TYPICAL.. PLAN w/ /4 x3 TAPCONS N' LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE LSTA STRAP FOLDED HE DER SHEATHING Y EXTEND EA HING MA E 2 r i- � i , @ 16 O.C. , TOP PLATE PROVIDE 2 x 2 x STEEL WASHER. Y8 R TOP PLATE OVER `W I I .-.� - WALL STUD FASTEN WITH A AND ALLOW AT LEAST 3 WALL ., . • PAST BLOCKING— NDOW A . 0 I I OR POST. t I— .NUT THREADS TO EXTEND ABOVE TIGHTENED NUT. TYP. --- ----- ARCHED N OM TR A S SYP 2 # HEADER ATTACHMENTS MUS ANCHOR C H 0 R INTO 2 x MATERIAL. � — I, -�. __ � __�___ _; I <------ �� -- ------ 1 —, f - ROD INSTALLATION. A ALL: PLATE PENETRATIONS, FASTEN LOWER STUD OPTION FULL HEIGHT ANCHOR SEE PERP ANS y -, I ,. i I __. , ; 7 t ELEVATION - � � ! ! PROVIDE A HOLE` IN THE DIAMETER OF THE THREADED „ PLATE a LARGER THAN THE ROD USED. WHILE TO TALLER STUD w / 3 RIGHT SEE IG J' AND ACK S4.0 • _ -- SCALE. 1 /4 1 0 , S4.0 pp SCALE: 3/4" — 1 —0 PLAN FOR. SIZE A ! I SINGLE CONTINUOUS R P DS ARE PREFERRED COU LER 2 -ROWS OF 10d COMS AND LOCATION KING STUDS ,.= � - I N CNW (SIMPSO OR 'EQ A MAY BE USED IN CASES L) @ 12 O.C. WINDOW SILL SEE SEE PLAN a .r �� FULL HT. � WHERE ONE CONTINUO WH R JS ROD IS UNFEASIBLE. THE TYPICAL SOLEWINDO SCHEDULE FOR SILL ' . ___.- ANCHOR _ __ � . I - ROD SHALL BE INSTAL—ED APPROXIMATELY CENTERED SIZE AND SILL SEE IN HOLE. RODS MAY E SLANTED FROM TRUE . PLATE T NAILING: G.. CONNECTION EACH SCHEDULE FOR SELL S PLATE ANCHOR-_ OLE AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXI MAXIM M OF 2 INCHES IN 10 FEET TO JM 0.131x3 TOE. NAILS: END SIZE AND 1 ,. / 6 LG MII ( AVOID CONFLICTS WIT FLOOR AND WALL FRAMING. 2 x () 2x4 3 @ CONNECTION EACH 3: EMBED. (4) @ 2x6, END THREADED ROD 5 @ 2x8. ANCHOR- DRILLED Sc » 1, 2 4 x / 8 PT. SYP#2 EPDXY w SOLE PLATE PLATE WASHER, SEE SCHEDULE FOUNDATION, SEE PLAN 8,, 1 1/ , 2 FULL HEIGHT ANCHOR INSTALLATION CHART - THREADED A C D E F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 „0 1/2 „0 2x2x'/8,, 4„ 4„ 2,, 3” 1/2 /8 0 /is= 3x3x /a 6 6 2Y2 3 9/8 / s/" 4 3/a,,0 3x3x1/4„ 10" 10" 2i/2» 3„ DRILLED & EPDXY ANCHORED. MONO STEM MONO STEM WALL FRAMING AT THE NUT ABOVE THE UPPERMOST PLATE SHALL BE FRAMING AT SECURED OVER THE SHER TO A SNUG—TIGHT PLATE CHANGE. CONDITION D CONDITION RAISE FADER CONDITION PLUS ONE HALF TURN OF A STANDARD THREADED ROD INSTALLATION CHART WRENCH (APPROXIMA LY 30 FT.—LBS. OF TORQUE). DUE TO SHRINKAGE A D COMPRESSION OF BUILDING CONTRACTORS SHALL E—TIGHTEN NUT TO 30 FT.—LBS. OF TORQUE FTER ALL TRADES ARE 14 —0 SCALE: 3 = S4.0 / COMPLETE AND PRIOR TO INSULATION. _,. EPDXY ANCHORING: ALL THREADED RODS SHALL BE IF DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS WALL FRAMING AT WALL. FRAMING AT MAX. MIN. WALL FRAMING AT PLATE CHANGE. CONDITION D CONDITION RAISE FADER FROM SOLE PLATE BREAK DROPPED T FADER CONDITION THREADED ROD INSTALLATION CHART ,. 1 TYP. WALL SECTIONS ? WOOD FRAME WALL ANCHORING SYSTEM 14 —0 SCALE: 3 = S4.0 / _,. S4.bj SCALE: N.T.S IF GALV. CORRUGATED ...� BUCK ANCHOR @ ..• .,, 16 O.C. VERT. & a •.•. HORIZ. FASTEN CMU WALL TO EXISTING CMU w/ %4 Ox2 /a. T APCON :. MASONRY ANCHOR ( TYP ) :...: . ..�... A. .. :...2x_ • _ STUD WALL P.T. STUD FASTEN � .. v., . .. FRAMING SEE. CMU WALL. .. • 1 . PLAN w/ /4 x3 TAPCONS EXISTING ..�. , @ 16 O.C. WALL ., . • �� y CMU WALL INFILL DETAIL 4 FRAME WALL TO, CMU WALL DETAIL 3 S4.0 • _ -- SCALE. 1 /4 1 0 S4.0 pp SCALE: 3/4" — 1 —0 Lou Pontigo and Associates, Inc. 420 sceola Avenue Tax. Beach, Florida 32250 Ph. 242-0908 Fax. 2419557 FL: CA #8344 SC: CA# 3579 ti q w� div0aaf�lBDkAe• a4 "A rtrsoa f. 10��. tr w� NO 333 7 OF �VAl. C, � tD��smaaaaa►tutuei�` gra ° Luis Pontigo, PE FL PE#53311 REV[ IONS DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO Et ASSOCIATES PRIOR TO MAKING NY STRUCTURAL FIELD MODIFICA IONS WHICH.MAY VARY FROM THE I TENT OF THE ORIGINAL I CO NSTRLX TION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPR DVED RY LOU PONTIGO & ASS ,OCI TES MAY RESULT IN ADDITIO 4AL ENGINEERING OR IN PECTION FEES. I I _ I m > U. l 4 m- T` Z' U Ln W LL 00 I, I U SIC CD 4< Z- Q FRAMING D TAILS DO NOT SCALE DIMENSIONS j THESE DRAWINGS. IF A DIME UNCLEAR REFER TO TH ARCHITECTURAL DRAWING CONTACT THE O.R. P AN NAME ADDITION DESIGN/DRAWN/CHECKED CS SSI / LAP DATE 02.26.18 C6NTROL NO. I RUSS ID. LPA NO. JSO —18-00248 SHEET 4.0 SHE T 5 OF 7 I 11 » /2 ROWS 12d LOCATE FULL HEIGHT $; (3 )O.C. ANCHOR ON SIDE OF AT 12" =� N ° EA. SIDE. 2x4 BLOCKING CORNER WHERE UPPER N TOP PLATE >OVER LAPS - � @24 O.C. FASTEN N' 2 -PLY 6 EACH END w/3 -10d 2x4 MEMBERS: <> BOUNDARY OF RATED SHEATHING, q� TOENAILS Loi ° 1 ROW OF 10d .SHEATHING SEE GENERAL NOTES O As » 4 ROWS 12d - .: .. • ° NAILS @ 4 O.C. �- ( ) AT 12" O.C. 42 EXAMPLE OF PANEL EA. SIDE. 2x6 MEMBERS. Iax. t EDGE' w BLOCKING .STUD BELOW / .. ° 2 ROW OF 10d 4_1Od Ph. 242 WHERE REQUIRED ( ) LOWER TOPfl—COMMONSFL: CA - .. NAILS C�? 4 O.C. _ OVER LAP DOUBLE BY GENERAL NOTES 3 PLY LATE AT `BREAK - -- STAGGERED TOP PLATES » LES THAN 14 BEAM ORTHOGONAL VIEW WALL INTERSECTION ACING AT NAIL' SP .. . - .. .. - CONDITIONS 2x4 OR 2x6 POST of CORNER SUPPORTED EDGES, GENERAL NOTES 1 V " ,> 3 ROW OF 10d (3)ROWS OF 63/4 „ EXAMPLE OF UNSUPPORTED » TRUSSLOK EXA NAILS @ 8 O.C. TRUSSLOK UNBLOCKED PANEL EDGE ENGINEERED WOOD O (UNBLOCKED) STAGGERED ENGINEERED WOOD FASTENERS @ 24 o:c_ it TYPICAL - - - N FASTENERS @ 24 o,c ,, AS SHOWN . -N AS SHOWN CORNER WALL INTERSECTION. f . - - ° _ CONDITIONS CONDITIONS NAILING TO AT SUPPORT J INTERMEDI E _ NOTES: Luis A. P - IS 6 o.c MAX. UON O 4 PLY 3 PLY I onti�o, PE ( ) STUDS ROOF 1 OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS F Li P E # 5 3 3 11 TRUSSES, OR 14 LVL AND ,GREATER 2: DENOTES 3x0.1.31. GUN NAILS @ 6- O.C. VERTICAL FLOOR JOISTS F O DENOTES- FULL HEIGHT ANCHOR SEE' PLAN NOTES. 3, _ aFviaIn►.ia I ne•r 1. TYP. CONNECTION AT STUD COLUMNS, 4., DENOTES SOLE PLATE ANCHOR SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE ITHER OPTION WHERE MULTIPLE JACK—TO—KING ASSEMBLIES, CORNER POST, ETC.: E 2x8 POST OPTIONS ARE SHOWN 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TOO 2 PLYS FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS 2 3 " BUILT UP MEMBER:FASTENING, SHEATHING NAILING `DETAIL SCALE. 3 4 1 —0 S4.1 SCALE. 3/4 1 0 S4.1 SCALE. 3/4 1 0 S4.1 � FIFI In Al TFRATinm l 3y" 3 2» ROOF RAFTER PER PLAN PENETRATIONS THROUGH STUDS WALL L SIZE STUDS LOAD BEARING OR EXTERIOR WALL BORED HOLE SIZE NON- LOAD BEARING WALL BORED HOLE SIZE LOAD BEARING WALL `NOTCH NON -LOAD BEARING WALL NOTCH STUD FACE 40% 60% 60% 25% 40% 2x4 1 /8 pp Ys s pp s 2)2x4 — 2 y81, 2 Y81) 7�$„ 1 3/$» 2x6 2 Y4" — 3 5/6» 1 3/8" 2 Y4» — 3 5/6" 3 5/6" 1 3/s» 2 Y4» —.(2)2x6 2x8 2 3/8„ _ 4 3/8" 1 13Yl6" 2E 2 2x8 — » 4 3/8 4 3/8" 3/ 1 16" 2 7/$" PLATES: TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF WIDTH. MUST BE 'REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT LEAST 1 Y2" WIDE 2308 9.8 IF WALL IS A-SHEARWALL IT (SECTION IBC) WALL SIZE HOLE SIZE STUD FACE 1 3/4" 2X6 2 3/4» STUD FACE BORED HOLES 5» /s MIN.' D FULL HGT THREADED ROD SEEPLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) 5 " /s MIN, DIA. 40% OF BORED HOLES CEILING JOISTS ROD, SEE PLAN AT BASE (U.O.N) STUD WIDTH ' DIA. 60% OF PE 8 1Od FACE NAILS PLAN PAIRED ` ) ROOF RAFTER 60% OF STUD STUD WIDTH w/ RAFTER ' PER PLAN WIDTH IF DOUBLE MAX. 2x_ SPF#2 FULL STUD �\ DEPTH BLOCKING. NOTCH 25% NOTCH 40% CEILING UPLIFT CONNECTOR AND OF STUD OF STUD1 JOISTS PER (2)12d TOENAILS EACH WIDTH MAX. WIDTH MAX. O.S.B. CEILING : a PLAN.SIDE OF RAFTER. R TYPICAL P.T. PLATE '� ' 8x16 BOND BEAM / 2x_ SPF#2 FULL EXTERIOR OR NON B ARING 2x8 P.T. SYP#2 w , " ,, _ 1 5 T&B DEPTH =BLOCKING. WALL SIZE HOLE SIZE 2 x 4 1 3/4" 2X6 2 3/4» 2x8 3 5/8„ ;..#` .. w 2 0 x10 A.B.. BEARING WALL PARTITION CONT. TYP. OR 1/2"0 THREADED 'ROD 8„ CMU WALL w O.S.B. CEILING1 7z�� ; DRILLED 8c EPDXIED / NOTE: » t— 5 @ 48 O.C. w 8 EMBEDMENT # / 8 10d FACE NAILS SECTION 2308 9.1 D 2308 9.11 A FIG 23 .10 F , , .SEE N URE 08 9 BC AT w 6 HOOK INTO � PORCH BEAM MUST _BE REPAIRED USING HAR DY FRAME -SADDLE HF,) 24„ O.C. w/ 2x2xYs» BOND BEAM (TYP.) PER PLAN PLATE WASHER: 5' 6 CONVENTIONAL ENTIONAL ROOF DETAIL TIONAL AT 4 NOTCHING, BORED HOLES IN STUDS AND PLATES CON\/ ROOF PORCH DETAIL GUTTING,: NOTC G, ALE: 3 S4.1 SCALE. 34. S4.1 SCALE: 3/4” S4.1 SC 4 1 —0 / / 1-01' 0» IF TRUSS REACTION ''EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2—SIMPSON H2.5T. B; B A A D D DD C Qj C Q-// _I STRAP KING POST TO MM STRAP KING POST TO 8d COMMON NAILS 2x12 OR 2 2x6 OR 2x4 SYP 2 LEDGER, POST BELOW WITH 2 CS16 AT 3 O.C. TYP STRAPS WHEN FULL `HEIGHT POST BELOW WITH HEIGHT 2x4. O.C.(TYP) FASTEN. TO .ROOF FRAMING BELOW _3 " ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT ,w BLOCKING r w/ 4 /s x4 LAG SCREWS NAILS ANCHORS ARE NOT USED / FAT EACH RAFTER. H2.5T @ EA. 4-12d TOE NAILS rc��r Kuur SritH r1INU OUTLOOKER (2 EA. SIDE) SHEATHING. OVERF AME RAFTERS, SEE PLAN. SIMPSON H w; 10-8d COMMON 4-12d TOE NAILS EACH JOIST NAILS FROM RAFTER TO LEDGER H2.5T @ 32 AND LEDGEF TO ROOF MEMBER. O.C. WALL FRAMING, SEE PLAN. EXISTING HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT A= SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEEPLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A= LSTA18 @ 32" O.C. SEE PLAN (2)CS16 STRAPS FULL HGT THREADED OR HTT4 HOLD DOWN ROD, SEE PLAN AT BASE (U.O.N) r-7LAN NAME ADDITION DESIGN/DRAWN/CHECKED CS SSI /LAP I DATE - 02.26.18 ROOF MEMBER.' CONTROL NO. RUSS ID. LPA NO. _ HEADER TIED W N �So 18 -DD248 8 DESK LEDGER AT OVERFRAM RAFTERS O � OUTRIGGERS AT RAKED WALL MEN WHEN;: Zx4 r; I SHEET V-0" D _ NOTE _ _ NOTED � SCALE: 3 4 1 o S4.1 USE THIS .DETAIL T FASTEN OVERFRAM'ED RO FS' VALLEYS ETC. S4.1 E � 0 , S4.1 THIS `DETAIL ONLY APPLIES WHEN NOTED ON PLAN n S4,1 SHEAT OF � 6 Z 1 CMU/CONC. BOND BEAM AT PRE -CAST , SEE PLAN LINTEL, TOP OF WALL, SEE 2/SO.2 8ptCMU WALL --,TYPICAL WALL JAMB REINF. AS PER PLAN REINF. SEE SEE 3 S0.2 �- SCHED: ON PLAN. 8 FOR.: OPENING OVER 4'-4" FOR OPENING TO 4'-4" WIDE PROVIDE 1 5 TO 9 4 WIDE, PROVIDE _ 8 . # OPEN BOTTOM OPEN -BOTTOM 1 5 VERTICAL EACH 25 LAP MIN. 2= 5 VERTICAL EACH VERTICAL EACH SIDE LINTEL BLOCK CORNER INTERSECTION TEL BLOCK ^ # LIN d- I - , , OF OPENING. ..4._: SIDE OF OPENING.SPA ING INDICATED M 1-#5 BOT. _ x WITH 2-#5 TOP�.: Q C Alao & 1 5- BOT. G ON PLAN OR SCHED. k $ Ss" ltfa. :..,. .ti 52 �. Kr* 4_1 E LB -0 L3-1 8" . WALL- ELEVATION CMU WALL. P".. J TYPICAL WALL a •. .OPENING, ^ NOTES. REINF. SEE SEE PLAN: � • .; :, � HOOK VERTICAL WALL REINF. AT SCHED. `ON 1 USE THESE LINTEL DETAILS U. .N. ON PLANS. � •4 `v TOP OF WALL INTO CONI. TIE _ PLAN. #5 HORIZONTAL TIE BEAM -} - 2 FOR OPENING LOCATIONS, SEE ARCH. PLANS. . BEAM OR CMU BOND BEAM. IF REINFORCING (ONLY ONE Q IE AT TYPICAL WALL TERMINATES AT STAB 3 PROVIDE 8 .BEARING EACH SIDE OF OPENING. PLAN V W o � z _ _ , ...::y. BAR SHOWN FOR CLARITY). Q 4 GROUT LINTEL SOLID.a HOOK REINF: INTO SLAB. �...:.u.. } O OR_ OPENING WINDOW` 0 s w o - 5 BOTTOM SHALL BE A SOLID P ECAST LINTEL. CL z _ z o w Qcn � aa Q—w F -O w j vFILL ALL CELLS SED wwzo aw WITH GROUT THAT U cw w w REQUIRE VERTICALcno CMU REINFORCING TYPICAL HORZONTA CORNER SPLICE z REINFORCING AND ALL Q TYPICAL CMU LINTS 3 1— CELLS BELOW GRADE. :. 4 = 1'-0" S4.2 SCALE. 3/4" 1'-0" S4"2 SCALE. 3/4 - 1 -0 o - JOINT REINF. S4.2 SCALE 3 / 11�_ z 0 AT 16 o.c z o J H U W CL W Cn C� w (n Q W Z W W —J (n 0 (Z (n D _ a w 0 (n z Q F = DWLS. TO MATCH o _ VERTICAL REINF. Of _ (TYP. U.N.O.) PLAN SECTION CLEAN OUT HOLE » n Lu u)v 8 CMU WALL. Q W z W w AS REQUIRED O 1V)pw 0 U)e WALL FOOTING SEE PLAN FASTEN 2x8 P.T. SYP#2, HIGH HT. GROUTING NOTES: WINDOW DOOR BUCK TO WALL SECTION 1. MAXIMUM GROUT POUR HEIGHT SHALL t ,, CMU W/, /4 Ox23 /4 TAPCONS BE 12'-0". @ 24 „o.c INSTALL 3 MIN. i EACH SIDE. LOW HT. GROUTING NOTES. 2, IF HIGH LIFT GROUTING IS USED, REINF. I 1. USE 5,0a, GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT BARS #THRU # SIZES 3 5. HOLE IS REQ'D AT CELLS WITH REBAR. 2x8 P.T. SYP#2 2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN5_ LIFTS WINDOW DOOR BUCK BAR SIZES# 7 -AND ABOVE. TO PREVENT BLOWOUTS. K STRUCTURAL SPECIFICATIONS AND STRUCTURAL 3. SEE SPECIFICATIONS AND 4. SEE T OUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GR CELL SIZE. CELL SIZE. 1 TYPICAL WALL REINFORCEMENT r5 STRUCTURAL WINDOW/DOOR BUCKCK 54.2 SCALE. N.T.S S4.2 SEE 1 /S0.2 FOR INFORMATION NOT SHOWN. kr Louo3 'nti o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph, 242-0908 Fax. 241-9557 FL: CA 4,3344 SO CA# 3579 ON .`a5 �u�tE�fP�i�ti4�#gtgrR,, �, i r° a O n a I a• 6 I uy •e w •. V s �' 0• � Q u 1 ir •°a y, 1 AT 0 F r `O m's's °• f�` e• .(� -` N Its ••'Q`'�y" N Luis Pont igo, PE FL PE#53311 REV1 IONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU RONTIGO Et ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE I TENT OF THE ORIGINAL CONSTR TION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIO qAL ENGINEERING OR IN RECTION FEES, m W I m L % Ji T� U W coU z CD CMU D TAILS DO NOT SCALE DIMENSIONS FROM, THESE DPAV 4INGS.1F ADIMENSION IS UNCL AP REFER TO THE - ARCHITECTURAL DRAWINGS OR CO TACT THE E.O.P. r ---PLAN NAME ADDITION DESIGN/ RAWN/CHECKED CS SSI / LAP DATE 02.26.18 CONTROL NO. TRUSS ID. LPA NO. JSO -18-00248 SHEET S42 SNE T 7 OF 7 I HbLt Ur (-.,UN I LN I S SP1 - COVER SHEET/ SATE LAYOUT ,4 RES9DENTV,4LPRO.�ECT FOR: 1 - FLOOR PLAN & WALL SECTION z - EXTERIOR ELEVATIONS & ROOF LAYOUT 920 Sailfish DVrie West F1 — 1ct FI (1(lR FI FCTRIC01 �ixTl iR� i Duni it,� 0 Q r {AN C I HbLt Ur (-.,UN I LN I S SP1 - COVER SHEET/ SATE LAYOUT ,4 RES9DENTV,4LPRO.�ECT FOR: 1 - FLOOR PLAN & WALL SECTION z - EXTERIOR ELEVATIONS & ROOF LAYOUT 920 Sailfish DVrie West F1 — 1ct FI (1(lR FI FCTRIC01 �ixTl iR� i Duni it,� 0 Q r C 3 N axi ,, pp � -N CIS 04 n (--4 6 L o � `0 A kAs c tA CS q o -1 -o W C rn 0 a� 0 .L N L O L O C L 0 3 L O 4-- O L N C C O E C 9 _ L 0 o� ((hh • / V C?r j o y 6 / o 0 Z , I � �- ry �'' o o 0 LSI W Z icLLJ /_CN7 • / /' 0 f— M O / / z W N to m _j / a- LL Li r6--1 C _ uU / \ 0 0 o W (n L� • I o J m O Q o z <t U CURRENT FLORIDA BUILDING CODE . C.7 r � Q)Q V F ,'/ - , z' / _ Q �� -CURRENT PLUMBING FB C � � b' 6a � a o , ,� -CURRENT 1,555 5F BUI��INO PAD � � ..� � Q N MECHANICAL FBC � 482 5.E GONG. AREA7` L L CURRENT FIRE PREVENTION CODE =2,040 - I=. IMPERVIOU5 AREA � o CURRENT NATIONAL ELECTRIC CODE Q& - 5. PERVIOU5 AREA / , � 0 P=cfi1002 .F. TOTAL -LOT AREA � �/ , - —CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE o d 1"71 BUIL INC GOVERAC E / L + 5% GO GOVERAC7E O r WIND SPEED 130 M.P.H. =22% TOA _ LOT GOVERA E 1 SERV I OU5 AREA) THIS BUILDING IS NOT INT HE WIND-BORNE. DEBRIS OGION. s -EXPOSURE CLASSIFICATION = ENCLOSED BUILDING Q BUILDING CLASSIFICATION =CATEGORY II ( RESIDE T 3 I� IAL} Site an Notes Plan ° C OCCUPANCY CLASSIFICATION: GROUP R3 RESIDENZ�IAL o E -CONSTRUCTION I. This is not a survey. E ...RUCTION TYPE: 5B (UNPROTECTED, UNSPRINKLERED y 2. Pool Design and Location shown are only suggested. 3. Landscapin design others. -All electrical wiringto be in accordance with current NEC. Pr , 9 9J L c�Vlde arc -fault circuit. Interrupters in NOTA. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCESheet n accordance with 214.12 _! o. OVER SCALE DIMENSIONS. Contractors shall verify FOUNDATION SURV . EY SHALL BE PERS and be responsible for ' ORM�D P dimensions and conditions a -A foundation survey shall be erformed and a co of the suru,� shall b n 1 of the p copy y e o site for the building AND A GOPT OF THE SURVEY jab. .,: EY SHALL 8� ON THE - ' a inspectors use prior to framin inspection. p p g51 TE FOR THE BUI LD I NC I NSPEGTOzS U5E PR S M, PRIOR ite Plan m TO SRAM I NC IN5PEGT ON. Scale: AS NOTED S P o drawn by J.M.B. date JANUARY 29, 2018 job no. 18.102 GON.TRAGT OR 15 RESPONSIBLE VER I F'r I NO Al_1._ EXIST - NC D 1ME1�� I CONS - GONDI TIONS OF THE P OJE GT `a 4q'-6" OVERALL 3q'-0" EX15TI NC HOUSE 101_61' 01 22 -O 17'-0" NEW ENTRY �' 161-011 10'-0" NEW CARPORT - HRAPPED P.T. 6x6 POSTS TIN 4`--- 6- 13EXTERIOR — — — — -� -1 w BLOCK WALLS I I _ AY H. NE . . - I I- - --- -- �O. iwEX15T1 C EXISTING 05 hNTRw 4"i EXTERIOR ROOFIhG MATERIALWINDO WINDOW GLC. Li - 2 0= . SEE ELEVATIONS FOR TYPE SEE MFR SPECIFICATIONS FOR 10'-4" 4'-1011 51-10" CODE COMPLIANCE AND SEE - P.T. 6X6 I INSTALLATION ELEY, = I W .I .C.. _� POSTS ► 1 I WR. EXI TIN 3l�fiM. ..7/16" APA RATED SHEATHING, � DO R I SEE STRUGtURAL ENGINEERING 8' CL 5. 6 l I ..PRE-ENCx. ROOF tRUSSES > » � » 104x11fi � 24" O.G., PER TRUSS MFR.. � � I ,� INSULATION FOR 16 x 1396' — =-- HEATED/COOLED AREAS EXISTING f- GONG.- PAD SAVE DRIP, VALLEYI N AND EDGE FLASHING IMATCH ENER�sI' GALGa - SHALL BE 26 GA. METAL WHINDOW x SEE MFR SPECIFICATIONS FOR CODE COMPLIANCE - DOUBLE 2X TOP (V 0 CL 1 x revisions new Patio: —_ p 88 S f M — o E 0 o new carport. 25cf sf - E I =111-111=I I IE I I -111=I I I=1 I1= i I I-III=111-I 11=1 11=11= I I 1=1 � I=1 � I=111=1 � iTl � 1=1 � 1=1 � I_I i�—�I � 1=1 I I_I I I=11.- .::'. , .:_ 1=1 � I_I � 1=1 � I-1 � I-1 � 1- i l I—IIiTI l 1=l 11=1 1=f 1=1 1-9 1=1 1=1 1=1 1 NOTE=E STRUCTURAL • NOTA 0 o E �. O 2 'n (1, , Total Ar : ea (�'j DO sf CL 1 x cu i 01 a., a c E AND INSTALLATION PLATE S.Y.P. 02 = _t d NE NO D I � � 8 O 0 2X6 FASCIA W/ ALUMINUM WRAP Z 2 -1 161 2r a THEE RE to1 `lY�l 2 588, VINYL SOFFIT WINDOW HEADER i ?.PORT U E X 11 4 2'- 10 -4" 21 41' 2'_ 11 8 J I _� - '-Oil tj- 8 GLC. ' . 10 6 x24 8 I I z 1'-4" O.H EXISTING _� �� -' 1 - c d WINDOW d- dJ — — — — — — I dJ °' . '7'x3' ISLAND d' v o p I--- X NEW ROOF I O- W/ 12" D H. U �3El�fi�M. 2 � I w _ � .....o., o tt THIS AREA 8' GLC . p o i ' n � 6 s 8 ❑°U 104x11 I ItGHEz i o_ (iy Ul 1Y w P.T. 2X4 WRAPPED -1N ALUMINUM N E 41-411 I'- , 2'-8 , 1=XI5TIN6 I REF. 00 P N Y --- --- — -----� WRAPPEGI I C, .. WINDOW _ HW P.T. 6x6 I I , � O 0 GABS. ABV. I o O -LL --_ __POSTS - 0 -- ---- a FILL FILL�� I c 0 WINDOW i I^I) NDOW - o L� SEE FLOOR PLAN FOR WINDOW SIZE ^� GAP/REROUTE .\�\ �, _ LU PLUMBIN- NIN E 'TI C d- 'n Z >L GAS NEEDED P NIN A/G !L _ rnC7 - Icoto z �Dw O z h, - _ �; p F- n W cn c� E I j zw cel IN �w i q r� SLOPE � �, J � 11" IN 10' m p I m � CL w . SEE WiNDOW MFR. SPECIFICATIONSin _I - �3 Q W DRY. c w �= ^ FOR. CODE COMPLIANCE AND 3 d)(, N _ CONC. PAD � Z _411 ^ INSt,41..LAt10N DATA V I _ w � a� � _w 10x4 - _ _ B .. 0 1 z Q C? u: 7 II m w O �w u- L r _ `� � _ NEW EL �, V P.T. 2X4 WRAPPED IN ALUMINUM I 'd' v Z Q _. t-- GONG• i/16" APA RATED SHEATHING -� I ­_Z PAD I _ W/ WEATHER RESISTANT BARRIER `-- O Qv Q N J SEE STRUCTURAL ENGINEERING - - - - - - - -� GABS. ABV. N - Q Q INSULATION FOR HEATED/COOLED AREAS (MATCH ENERSY CALC.) NEW WOOD 1- FRAME WALLS SIDING INSTALLED PER MFR SPEC. '-O" NEW CONG. 101_411 81_01' THESE AREAS Area Tabulations CL Q 181_4" NEW ADDITION 2X STUDS * 16" O.C.. <- O'-8" . (MATCH F.F.E. WITH EXISrIN� F.F.EJ Living. L SEE FLOOR PLAN 10`-6" EXISTING GONG. 15t f loor (existin ; c1 g� 62 sf 1st floora (ddition) 26a 3f STARTER STRIP FOR SiDING P.T. 2X BOTTOM PLATE T otal Living: 1231 Sf j '21 n o now entr APPLY A LIGHT COAT OF STUCCO .h 0'-0" FIN. FLR. 0 TO FILL .VOIDS AND HONEY COM a:. a ,.., - � �� SF - ,' ,,._ MAIN HOUSE FINISH CsR4DE = 1-1 I I_I 11=1 I_l I I-1 I I I 1, qJ new Patio: —_ p 88 S f o 111_111—III—III-11 I_I I 1=1 1=1 11=1 I I-1 1=1 11=111=1 1= I_ .^ a; I=111=I -I � I-1_111 � f=l � 1=1 � i 11=1 � 1=1 � I_I I I_I � 1=1 � 1=1 � I_ IE o E 0 o new carport. 25cf sf - ICY I =111-111=I I IE I I -111=I I I=1 I1= i I I-III=111-I 11=1 11=11= I I 1=1 � I=1 � I=111=1 � iTl � 1=1 � 1=1 � I_I i�—�I � 1=1 I I_I I I=11.- .::'. , .:_ 1=1 � I_I � 1=1 � I-1 � I-1 � 1- i l I—IIiTI l 1=l 11=1 1=f 1=1 1-9 1=1 1=1 1=1 1 NOTE=E STRUCTURAL • NOTA o vQS �. �l ;. III=111=111— I_= 1=1 I I-1 I I-1 1- 11-111-11 I :.. ;. I I -_ , ,� a I-1 � I=1 � I=1 � I=� I ENGINEERING FOR =1 I I-1_TI-1_TI-11=111=1 f 1-1 I I• 11-111=1 1=T=T- FouNDATION rrPE AND �=f � I �, FooTl rrj -j � � T( NG SPECIFtCAttONS 'n (1, , Total Ar : ea (�'j DO sf X CS s t •..� Q o o a QD 4J '} 0 kAc o' .y 0 cu i 01 a., a c E AND INSTALLATION PLATE S.Y.P. 02 = _t d NE NO D I � � 8 O 0 2X6 FASCIA W/ ALUMINUM WRAP Z 2 -1 161 2r a THEE RE to1 `lY�l 2 588, VINYL SOFFIT WINDOW HEADER i ?.PORT U E X 11 4 2'- 10 -4" 21 41' 2'_ 11 8 J I _� - '-Oil tj- 8 GLC. ' . 10 6 x24 8 I I z 1'-4" O.H EXISTING _� �� -' 1 - c d WINDOW d- dJ — — — — — — I dJ °' . '7'x3' ISLAND d' v o p I--- X NEW ROOF I O- W/ 12" D H. U �3El�fi�M. 2 � I w _ � .....o., o tt THIS AREA 8' GLC . p o i ' n � 6 s 8 ❑°U 104x11 I ItGHEz i o_ (iy Ul 1Y w P.T. 2X4 WRAPPED -1N ALUMINUM N E 41-411 I'- , 2'-8 , 1=XI5TIN6 I REF. 00 P N Y --- --- — -----� WRAPPEGI I C, .. WINDOW _ HW P.T. 6x6 I I , � O 0 GABS. ABV. I o O -LL --_ __POSTS - 0 -- ---- a FILL FILL�� I c 0 WINDOW i I^I) NDOW - o L� SEE FLOOR PLAN FOR WINDOW SIZE ^� GAP/REROUTE .\�\ �, _ LU PLUMBIN- NIN E 'TI C d- 'n Z >L GAS NEEDED P NIN A/G !L _ rnC7 - Icoto z �Dw O z h, - _ �; p F- n W cn c� E I j zw cel IN �w i q r� SLOPE � �, J � 11" IN 10' m p I m � CL w . SEE WiNDOW MFR. SPECIFICATIONSin _I - �3 Q W DRY. c w �= ^ FOR. CODE COMPLIANCE AND 3 d)(, N _ CONC. PAD � Z _411 ^ INSt,41..LAt10N DATA V I _ w � a� � _w 10x4 - _ _ B .. 0 1 z Q C? u: 7 II m w O �w u- L r _ `� � _ NEW EL �, V P.T. 2X4 WRAPPED IN ALUMINUM I 'd' v Z Q _. t-- GONG• i/16" APA RATED SHEATHING -� I ­_Z PAD I _ W/ WEATHER RESISTANT BARRIER `-- O Qv Q N J SEE STRUCTURAL ENGINEERING - - - - - - - -� GABS. ABV. N - Q Q INSULATION FOR HEATED/COOLED AREAS (MATCH ENERSY CALC.) NEW WOOD 1- FRAME WALLS SIDING INSTALLED PER MFR SPEC. '-O" NEW CONG. 101_411 81_01' THESE AREAS Area Tabulations CL Q 181_4" NEW ADDITION 2X STUDS * 16" O.C.. <- O'-8" . (MATCH F.F.E. WITH EXISrIN� F.F.EJ Living. L SEE FLOOR PLAN 10`-6" EXISTING GONG. 15t f loor (existin ; c1 g� 62 sf 1st floora (ddition) 26a 3f STARTER STRIP FOR SiDING P.T. 2X BOTTOM PLATE T otal Living: 1231 Sf j '21 n o now entr APPLY A LIGHT COAT OF STUCCO .h 0'-0" FIN. FLR. 0 TO FILL .VOIDS AND HONEY COM a:. a ,.., - � �� SF - ,' ,,._ MAIN HOUSE FINISH CsR4DE = 1-1 I I_I 11=1 I_l I I-1 I I I 1, new Patio: —_ p 88 S f o 111_111—III—III-11 I_I I 1=1 1=1 11=1 I I-1 1=1 11=111=1 1= I_ .^ a; I=111=I -I � I-1_111 � f=l � 1=1 � i 11=1 � 1=1 � I_I I I_I � 1=1 � 1=1 � I_ IE o E 0 o new carport. 25cf sf - I =111-111=I I IE I I -111=I I I=1 I1= i I I-III=111-I 11=1 11=11= I I 1=1 � I=1 � I=111=1 � iTl � 1=1 � 1=1 � I_I i�—�I � 1=1 I I_I I I=11.- .::'. , .:_ 1=1 � I_I � 1=1 � I-1 � I-1 � 1- i l I—IIiTI l 1=l 11=1 1=f 1=1 1-9 1=1 1=1 1=1 1 NOTE=E STRUCTURAL • NOTA existin patio: q p 154 sf �. �l ;. III=111=111— I_= 1=1 I I-1 I I-1 1- 11-111-11 I :.. ;. I I -_ , ,� a I-1 � I=1 � I=1 � I=� I ENGINEERING FOR =1 I I-1_TI-1_TI-11=111=1 f 1-1 I I• 11-111=1 1=T=T- FouNDATION rrPE AND �=f � I �, FooTl rrj -j � � T( NG SPECIFtCAttONS 'n (1, , Total Ar : ea (�'j DO sf -11-LNC I NEER TO VERIFY I N FERI OR ROOF TR 1=1T6 l 11- -1 - 1 I11=111_11-111=1 I =1 U5S =1 I f=1 IT_I=T(=111=111=III-111=111=1T- vAN WRITTEN DIMENSIONS SHALL HAVE PR Sheet et no. BEP�RINCC L�IiTH THE ROO �' TRU55 EN �, �J CINEERINC OVER SCALE DIMENSIONS. Contractors shall verify onsible for dimen i Y and be res PRODUCED 5PEGIFIGAL "r FOR TH15 PROJEGT. P sons and conditions of the job. ENC 1 NEER TO VERIFY i N iZl OR/EXTERIOR LOAD c Floor Plan3EARINC PAD 51ZE5 LOCATION. WALL SECTION WITH SIDING SCALE 3/4 �_o L r1112 Scale: 1/4"=1'-0" E 0