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320 11th St RES19-0053 DRWGSOOF- lovVe4l' J, GRIGGS RESIDENCE WORK AREA - FIRST FLOOR A/C: 2,049 SQ. FT. SECOND FLOOR A/C: 1,311 SQ. FT. THIRD FLOOR A/C: 77 SQ. FT. NEW TOTAL A/C: 3,437 SQ. FT. REAR PATIO: XX SQ. FT. FRONT PORCH: XX SQ. FT. GARAGE XXSQ.FT. NEW TOTAL : XX SQ. FT. A/C AREANOLUME- FIRST FLOOR A/C: XX SQ. FT./XX CU.FT, SECOND FLOOR A/C: XXSQ. FTJXX CU. FT. BUILDING CODE SUMMARY CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) Florida Building Code 6th Edition (2017) Building Florida Building Code 6th Edition (2017) Residential Florida Building Code 6th Edition (2017) Plumbing National Electric Code 2011 - NFPA 70-2011 Florida Building Code 6th Edition (2017) Energy Conservation Florida Building Code 6th Edition (2017) Mechanical Florida Fire Prevention Code 6th Edition OCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3) CONSTRUCTION TYPE: V -B (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO RESM-0053 DENIED PUBLIC WORKS! { )APPROVED I i4 {t,,fDENIED I"' { } NOT APPLICABLE T� io &D N I 24'-0" ! POOL O 35'-0" , T-6" I. Julianne N. Overby, RA Arebitectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 I I I I co W N U m — ---- i w o C ry ARCHITECTURAL SITE PLAN SCALE: 1/8" = 1'-0" T1 DESIGN SET �WO L1J _ ¢ I �TLU - - --I U I z I I Q I I I DATE ISSUED: DECEMBER 17, 2018 I NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. TITLE AND I SITE i PLAN ARCHITECTURAL SITE PLAN SCALE: 1/8" = 1'-0" T1 DESIGN SET {}AP ROVED { . ENIED { }NOT APPLICABLE TO DEP` I II II II II o SIDE AI BGLLE3IIS Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 9047048628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 M W N U M Z Q W o Wo U) LLI J W P tL O/ CA _ =U C/)" -w �m Ur U H ry Z V Q DATE ISSUED: DECEMBER 17, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17' MEDIA, DRAWING SCALE IS HALF -SIZED. EXTERIOR ELEVATIONS 914 DESIGN SET 0 0 0 0 LL- C) LC) 0 Z W 0 0 >ryU C 0LLJ Q ryr v, U Q LL - 0 `L Q LLJ m Q r r., U_ ():_ W/'�/ CL Q U LO Q m 1 — n Q zzz 0_ NY V l L�1.._ On M W ,nD V I F— CL r, 0 SQ � C � � U Qo 01 W mQ u J 0 ,WM-HO-IHOI�l H1aIM 3-19VNVA IIni �J a Lsdo O i SV-� �ct�o U O Ln z NLn N 0 co QD W CD QD =z�z Y� Q sJ o♦, W amQ w Q N wz� O w �z � V O S LTJ Ul U Z_ L r. w z ` � V mmCO m O U s J c,� o � o W LL -- W O ■ice O J z Z O O O cl)� C) x � Z � Q U OW Z Cl Cl N o J Z � x �� sJ � Q o 2 6'J � ¢ z. a S) rs. EJ W z sJ • ,� 6'J J 3 6J x sJ . � 2 W CO �. sJ rs" ~w x�ck� Iy Qry • a ry �sJ O r S- ^ p o w � w O oZ Li W 3 DO Y Z N go w m W Z �� //// I C)���' Y w ' Vis, W *I O Z V1 Z 2ZQZ o�m p 0 _ O J (-) W�0 W J w wo w \J� m W Q Q.. Q `�� SJ, x r 6J nZW O W Z Q J o Q O W 0. so. s) r °`J I- 2 `f J W rel. rs�. 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Z W t- i- V) p x l �. r, r sJ sJ s) A ❑ �Jx 00'051 sJx sJx SJ x r5'. sJ Cl 0 3 z 0 P w W 3 O 2 0 m O N O C D n 2 0 W � w Li O U w ry' U U W a� 41 U w • •• .• •• .. co f -I O ~ QL Q�W=' W�-WK U U ¢ m =Y LLJ W FW -OF=- Cn � C, C/) 0 C/)zpWQ¢ F Z W OtiUOJ=W ��zQZ2 co�Oz�� moama3 �pwa¢Lr), LL, �LT, gZ�m 02 9S 3ZOUw wCz(/) O � 3 R ~ J W W �p OUQ(n 3oOm�� Z W� 3� �Z�Qt�Z C')Oco��z�Z LL 20op1 OQ OZQv � Z=2��OZ >Cl) �aWW� wwoCncoc) ��Qwo� U O Ln z NLn N co QD CD QD z sJ W W Z c0 0 o Q Z Q Lv QUn L, (n S LTJ Ul U Z_ O r. U Q mmCO m 30 s J c,� O Vonn L / \oo Z Q W = O O J Q cl)� C) V) ZOON Z OW Z Cl Cl Z O o cl� it O �zw o o o U Qm EL W Q °� m� o Y 2 W CO ��o o ~w x�ck� Iy ") Z O O a z oZ J op Q J E2 w m W Z N= Z h- O I- = W Y O Z V1 Z o�m p 0 't o a w Qj J z z J W J w wo w p O o U WO. W " ZO ¢ 00 Z m Z Q O Q (n ZpO P - W O W I- 2 `f ~�O O p W N J Z U 3 ¢ O 2 O W~ F- m �. 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Ry- DET = m n Date- 516.2019 E Z 0E -~f14 � z LLC) 0 LL •, J LL ti 0 a m 0 m: Cfty of Atlantic Beach W Of 1- W D E o Address., 3", I' FllS raae. O N p itaar, Arm in vI U ao n 3 UO BoTrom TmTr, O W m Z w U z LLIa TOO . E � C N m TFOM LLO LO TOO m CD z m H CV E E= 1.5 o' -g pf_ bote= 0.:35 J C) i 0 c o f W u ' J J V m LL n E v m SMp0edTre3WierAVbkmw= 1,11m fe POST RUNOFF CAI CHI ATnNS FOUND 1/2" IRON PIPE NO IDENTIFICATION 0.3- C) LOT 7 C BENCHMARK #1 1 1 T H T R E E T SET PK NAIL &DISK IN BACK OF CURB ELEVATION: (10.00) EDGE OF PAVEMENT 50. 00' 100.00' NOT TO SCALE ❑ WATER METER FOUND 1/2" IRON PIPE BENCHMARK #2 NO IDENTIFICATION SET PK NAIL & DISK IN ASPHALT, ELEVATION: ELEVATION: (9.48) LOT 5 SUBJECT PROPERTY 0 O O LO LOT 3 FOUND 1/2" IRON PIPE NO IDENTIFICATION 0.4' 01' 02, 0.1' 0.7'C-0.2- 0.7- LOT .2' 0.7' 6'gl LOT $50. 00 O�WOODEsO ON x�g FOUND 1/2" IRON PIPE CONCRETE NO IDENTIFICATION LOT 6 LOf 4 PREDEVELOPMENT LAYOUT SCAR: 1 " = 20" NOTES.: W O U Q 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWN SPOUTS, AND PIPING. 2. ALL ROOF DRAIN DOWN SPOUTS SHALL BE HARD PIPED TO THE RETENTION AREAS. 3. RETENTION AREA(S) OVERFLOW SHALL DISCHARGE TO THE CITY R.O.W. 4. NO FILL MATERIAL IS ACCEPTABLE. ALL GRADES OUTSIDE OF THE BUILDING FOOTPRINT SHALL BE EQUAL TO OR LESS THAN EXISTING GRADES. SET PK NAIL & DISK IN ASPHALT, ELEVATION: ELEVATION: (9.48) lgry lg� lg`,� x --x OVERFLOW FROM SWALE 1 1 T H STREET IS REQUIRED TO DISCHARGE �,� �� TO THE RIGHT-OF-WAY g g lg� `4611 wP9�yl EDGE OF PAVEMENT 50.00' x �g9 ❑ wnTER METER �g �g9� 100.00' NOT TO SCALE FOUND 1/2" IRON PIPE(— — 1 Ing FOUND 1/2" IRON PIPE N0 IDENTIFICATION I RE AMO" R A I BQZ�EV. II NO IDENTIFICATION 1 TOP ELEV. _ 1��� J� ggl Ih II II II xlg x`g xlg II —14 ILII B gs� Q x I lg6l # `g6l `gbl 0.3 - PROPOSED x x LI I PROPOSED C) IIII RESIDENCE O III 3345 SF TOTAL p IIII FOOT PRINT O L I III F. F. ELEV. _ L0 IIII 11.3 LOT 7 x tg'b ij I I x 191� 14�� x �g!l III x LOT 3 LOT 5 III SUBJECT PROPERTY IIII IIII V A C A N T BENCHMARK #1 SET PK NAIL & DISK IN BACK OF CURB ELEVATION: (10.00) 51 lg' xl9• l9 lg�l �9• x II x h)x SEMI -IMPERVIOUS AREAS ("TURF BLOCK" @ 407.): IIII �g DRIVEWAY = 160 X 0.40 SF. = 64 SF IIII SIDEWALK = 55 X 0.40 SF = 22 SF Book11 II TOTAL IMP. AREA = 86 SF E 111 TOTAL IMPERVIOUS AREAS: RVISEL) HVAC I I PADS - - 18 SF I� 51 HOUSE (INCLUDES ALL COVERED AREAS= 3,360 SF `51 x �g POOL (FUTURE) = 240 SF lg• 9' Qbo x x I I I x TOTAL IMPERVIOUS AREA (HOUSE, GARAGE, COVERED AREAS, R � "I I POOL, DRIVEWAY, SIDEWALK, HVAC) = 3704 SQUARE FEET. 11 EV, BOTTO TOTAL LOT AREA: 7500 SQUARE_ FEET. ELEV. LOT COVERAGE - 497.I7 0.2 FOUND 1/2" IRON PIPE II 11 I� NO IDENTIFICATION 0.4 g 1 g 1 o.T gbh e' LOT 8 50.00 GAZWOOD EW ON x1851 FOUND 1/2" IRON PIPE CONCRETE NO IDENTIFICATION P BLIC WORKS LOT 6 LOT 4 { APPROVED { } DENIED { )NOT APPLICABLE TO DEPT PROPOSED LAYOUT D PUBLIC WORKS { ►'1 APPROVED { } DENIED { } NOT APPLICABLE TO DEPT �`Y V Q ou- C 9 O 2V = m n C'' E Z 0E -~f14 � z LLC) 0 LL •, J LL ti 0 a m 0 m: W W Of 1- W D E o O N p z in vI U ao n 3 UO o O W m Z w U z LLIa . E � C N m m `m LLO LO E € m CD z m H CV E N Z P') N o' -g OQ �QN -� 4 J C) i 0 c o f W u ' J J V m LL n E v m ITI = W (14o _N m � E—IU aJM Nt w M m L o z r O CD E m O T � C) U H CpY U 04 r a F• c y Lo LU W J /D W SEP 1 2 2019 BUi(ding Department City Of Atiantic 1-3each, I"'L W o Z � z W OC LL W 0 W m O z W cN Z a LLIa w N tY W 0 W C4 Q L& . Lu W o Z 0 W W OC LL W = I— W m O z W cN Z a SITE PLAN JOB NO. 19.0010 DRAWN BY: NAD CHECKED BY: DET scA�E: AS SHOWN CM01 SHEET NO. BUILDING CODE SUMMARY IGGS IDENCE CODE ENFORCEMENT JURISDICTION: WORK AREA - N CITY OF ATLANTIC BEACH FIRST FLOOR A/C: 2,137 SQ. FT. z SECOND FLOOR A/C: 1,299 SQ. FT. Florida Building Code 6th Edition (2017) Building NEW TOTAL A/C: 3,436 SQ. FT. Florida Building Code 6th Edition (2017) Residential Florida Building Code 6th Edition (2017) Plumbing REAR PATIO: 252 SQ. FT. National Electric Code 2011 - NFPA 70-2011 FRONT PORCH: 231 SQ. FT. Florida Building Code 6th Edition (2017) GARAGE 541 SQ. FT. Energy Conservation' A/C AREA/VOLUME- - –rW Florida Building Code 6th Edition (2017) Mechanical FIRST FLOOR A/C: 22,600 CU. FT. Florida Fire Prevention Code 6th Edition SECOND FLOOR A/C: 12,990 CU. FT. OCCUPANCY CLASSIFICATION: RESIDENTIAL (R - CONSTRUCTION TYPE: V -B (WOOD FRAME) SPRINKLED: NO (D 2 FIRE DISTRICT: NO I 0 SECOND FLOOR PLAN SCALE: 3/16" = V -D" 4 Julianne N. Overby,RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbyG&att.net FL. AR -0017060 • FL. ID -4621 Q 3-4-19 REVISIONS PER CITY COMMENTS A5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. FLOOR PLANS D1FICE COPY PERMIT SET M w � N U M z a LLJ o C/)Wo Uj �— ry C/) - –rW I 2 (D �m (D C) I F= cj� a (D J a Q 3-4-19 REVISIONS PER CITY COMMENTS A5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. FLOOR PLANS D1FICE COPY PERMIT SET GENERAL NOTES: 1. ALL WORK TO BE DONE IN ACCORDANCE TO THE MOST RECENT EDITION OF FLORIDA BUILDING CODES AND ALL OTHER APPLICABLE NATIONAL, STATE AND LOCAL CODES AND ORDINANCES. 2. VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO CONSTRUCTION. VERIFY LAYOUT WITH REFERENCE TO EXISTING CONDITIONS. ANY DISCREPANCIES SHALL BE COMMUNICATED IN WRITING TO THE ARCHITECT BEFORE CONSTRUCTION PROCEEDS. 3. IT IS THE BUILDER'S RESPONSIBILITY TO ASSURE THAT ALL WORK IS IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CONSTRUCTION STANDARDS. 4. ALL DIMENSIONS ARE TO FACE OF DRYWALL OR CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED. 5. FLOOR PENETRATIONS TO BE WATERPROOFED. 6. ALL INTERIOR WALLS TO BE WOOD STUDS UNLESS OTHERWISE NOTED. 7. WHERE G.C. IS TO PROVIDE TYPE 'X' GYP. BD. FOR A RATED ASSEMBLY, THE TYPE 'X' GYP. BD. IS REQUIRED TO GO BENEATH THE SHEATHING AND FINISHES. 8. INTERIOR DOORS ARE TO BE 5" OFF PERPENDICULAR WALLS UNLESS OTHERWISE NOTED. 9. IT IS THE BUILDER'S RESPONSIBILITY TO ASSURE THAT ALL MANUFACTURED ARTICLES, MATERIAL AND EQUIPMENT ARE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, ADJUSTED, OPERATED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS, UNLESS HEREIN SPECIFIED TO THE CONTRARY. BUILDER SHALL FOLLOW ALL INSTRUCTIONS TO SUSTAIN AND PRESERVE ALL EXPRESSED OR IMPLIED WARRANTIES AND GUARANTEES. 10. IT IS THE BUILDER'S RESPONSIBILITY TO CHECK ALL PLAN DIMENSIONS & DETAILS FOR OVERALL ACCURACY APPROPRIATE TO THE SITE & FINAL SELECTION OF MASONRY, FLOOR JOISTS, LUMBER, STRUCTURAL MEMBERS, VENEER, ROOFING, ETC. 11. SUBSTITUTES FOR SPECIFIC MATERIALS & MANUFACTURERS SHOWN ON THESE PLANS MAY BE OFFERED, BUT MUST BE APPROVED IN WRITING BY THE ARCHITECT AND OWNER PRIOR TO PROCURING OR INSTALLING. 12. RESPONSIBILITY OF THE GC INCLUDES, BUT IS NOT LIMITED TO, PROPER INSTALLATION OF MATERIALS, NAILING, GLUING, CAULKING, INSULATING, FLASHING, ROOFING, WEATHERPROOFING & ANY OTHER SMALL ITEMS OR DETAILS NOT NECESSARILY INDICATED ON THE PLANS. 13. THESE PLANS ARE NOT INTENDED TO BE COMPLETE IN ALL DETAILS OF WEATHERPROOFING. USE OF A VARIETY OF DIFFERENT MATERIALS CAN CHANGE DETAILS. ADDITIONALLY, VARYING CODES & REGULATIONS, FOUNDATION REQUIREMENTS, ELECTRICAL AND MECHANICAL PLANS CAN CHANGE THESE DETAILS. 14. FURNITURE TO BE COORDINATED, INSTALLED AND SCHEDULED BY G.C. AND THE OWNER 15. ALL KITCHEN APPLIANCES INSTALLED TO BE COORDINATED AND SCHEDULED BY G.C. 16. G.C. TO SCHEDULE & COORDINATE THE INSTALLATION OF OWNER PROVIDED ITEMS, INCLUDING, BUT NOT LIMITED TO, FURNITURE & AUDIO/VIDEO SYSTEMS. MAX. HT. = 35'-0" ABOVE FIN'SHED GRADE ...._ MAX. HT. = 35'-0" ABOVE FINIS DE ------------------------------------- --------- ------------ 2 - - - - - --- - - ----------------------------- FINISHED FLOOR = 30'-0" AFF 2 Julianne N. 3RD FLOOR CLG = 30'- AFF - -- I Overby,RA -' Architectural and Interior Design I - I --------------- 2ND FLOOR .... . AFF. -------- ----- — N 0 I 0 0 d CD af ILL Z 0 Q �l z � w0 0 0 o J _j UJ � FINISHED FLOOR- 11'-6" AFF — 1ST FLOOR CLG = 10'-0" AFF — -------------- L. 0 0 D m J O M d W 0 0 o M U i� !z ,o �I 0 Z FINISHED FLOOR = 0'-0" --------- - /7-`\ DC:AM CI C\/A TIr1AI 11 3RD FLOOR F.F. = 22'-6" AFF 2ND FLOOR -CLG---- '-6" AFF of z ILL O IL 0 O �_ FINISHED FLOOR = 11'-6" AFF IST FLOOR CLG = 10'-0" AFF 0 0 z 0 0 0 z FINISHED FLOOR = 0'-0" -------- — a a ----- - -- - --- ---------- --- -- ❑_. --- - --------- _------- -- ---------------------------\------ - ----------- ----------------------- --------- - SIDE ELEVATION A2 SCALE:3/16" = 1'-0" A_ SHOWER — —_--------- — — — — — MAX. HT_= 35-0" ABOVE FINISHED Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbygatt.net FL. AR -0017060 FL. ID -4621 M w N U I 0 0 d CD af ILL Z Q L.Lj o � w0 0 z o J _j UJ � "� C/) -I L. 0 0- — 0 D m J O M d W 0 -- -------------------- -- - ----- o M a a ----- - -- - --- ---------- --- -- ❑_. --- - --------- _------- -- ---------------------------\------ - ----------- ----------------------- --------- - SIDE ELEVATION A2 SCALE:3/16" = 1'-0" A_ SHOWER — —_--------- — — — — — MAX. HT_= 35-0" ABOVE FINISHED Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbygatt.net FL. AR -0017060 FL. ID -4621 Q 3-4-19 REVISIONS PER CITY COMMENTS A5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. —_ --------------------_2ND FLOOR CLG 21'_6" 1NNE'�,F7 -I ------ -- —FINISHED FLOOR = 11'-6" ------------- 1 ST FLOOR CLG = 10%0" E --------------- pVERB FLOOR= e EXTERIOR ELEVATIONS A2 OFFICE PERMIT SET M w N U I Z Q L.Lj o � w0 C/) _j UJ � "� C/) -I C/)I W m Ur U H �I Z J tr% Q Q 3-4-19 REVISIONS PER CITY COMMENTS A5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. —_ --------------------_2ND FLOOR CLG 21'_6" 1NNE'�,F7 -I ------ -- —FINISHED FLOOR = 11'-6" ------------- 1 ST FLOOR CLG = 10%0" E --------------- pVERB FLOOR= e EXTERIOR ELEVATIONS A2 OFFICE PERMIT SET ASPHALT SHINGLE ROOF ON 15# ROOFING FELT OVER 7/16" EXT. SHEATHING METAL HURRICANE CLIP AS REQUIRED BY CODE— SEE STRUCTURAL METAL DRIP OVER VINYL FASCIA OVER 2X6 SUB FASCIA 1 —4 OVERHANG 2X4 EXTERIOR WALLS W/ "' OSB SHEATHING WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK LAP SIDING PER MANUFACTURER'S RECOMMENDATIONS SLOPE_ ASPHALT SHINGLE 12 ROOF ON 15# ROOFING 6 FELT OVER 7/16„ EXT. SHEATHING METAL HURRICANE CLIP AS REQUIRED BY CODE— SEE STRUCTURAL R-38 INSULATION METAL DRIP OVER 1/2" GYP. BOARD VINYL FASCIA OVER 2X6 SUB FASCIA R-13 INSULATION 1'-4" NOTE: OVERHANG METAL DRIP EDGE TO OVERLAP 3"MIN. AND EXTEND 1/2"MIN. BELOW SHEATHING AND EXTEND BACK ON THE ROOF 2" MIN. INSTALL OVER UNDERLAYMENT WITH A 4"MIN. WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. MECHANICALLY FASTEN THE DRIP EDGE @12" O.C. MAX. TO MEET CODE. > 2X6 EXTERIOR WALLS W/ " OSB SHEATHING WRAPPED IN WATERPROOFING MEMBRANE INSTALL SHAKESIDING PER MANUFACTURER'S RECOMMENDATIONS 2"x6" 12 WL—�BOT­LGM PLATE 6 PRE—ENGINEERED WOOD TRUSSES VAULTED CEILING \—R—,8 INSULATION /2" GYP. BOARD 13 INSULATION 2"x6" BOTTOM PLATE e+a� - =1 I I ' I I=1 I I III—III=1 11= B WALL SE A3 SCALE: 1/2" = V-0" 4" CONCRETE SLAB OVER VAPOR BARRIER SEE STRUCTURAL DRAWING 1/2" EXP. JOINT GROUT FILLED 8" CMU STEMWALL CONT. CONCRETE FOOTING SEE STRUCTURAL DRAWINGS CTION ASPHALT SHINGLE — ROOF ON 15# ROOFING FELT OVER 7/15" EXT. SHEATHING METAL HURRICANE CLIP AS REQUIRED BY CODE— SEE STRUCTURAL METAL DRIP OVER , VINYL FASCIA OVER 2X6 SUB FASCIA 1'-4 G OVERHAN NOTE � METAL DRIP EDGE TO OVERLAP 3"MIN. AND EXTEND 1/2"MIN. BELOW SHEATHING ARD EXTEND BACK ON THE ROOF 2 MIN. INSTALL OVER UNDEiAYMENT WITH A -"MIN.IDTH OF ROOF CEMENT INSTALLED 1!LR THE DRIP EDGE FLANGE. MECHANICALLY FASTEDI THE DRIP EDGE @1 OC. MAX. TO MEET CODE, L 2X6 EXTERIOR J✓i.,_LS W/ " OSB SHEATHING WRAPPED IN WATERPROOFING MEMS=-.= INSTALL SHAKE SIDING MANUFACTURER'S RECOMMENDATIONS -'/L ­. ❑uH R-13 INSULATION BOTTOM PLATE PRE—ENGINEERED — WOOD TRUSSES VAULTED CEILING R-13 INSULATION FLOOR SYSTEM — � �112" GYP. BOARD SEE STRUCTURAL \ -�R-13 INSULATION 2X4 EXTERIOR WALL=. N1 — "' OSB SHE% IC WRAPPED Ir, -_ MEM8RAt.E .-EC BRICK VEIdE== -E_ i 1 /—2"x6" BOTTOM PLATE _- y rt 4" CONCRETE SLAB OVER _ VAPOR BARRIER f_ SEE STRUCTURAL DRAWING __- 1 J —_ I 112" EXP. JOINT '.m GROUT L III GROUT FILLED 8" CMU "'_ STEMWALL e ° CORP. CONCRETE FOOTING SEE STRUCTURAL DRAWINGS r—A WALL SECTION A3 SCALE: 1 /2" = 1'-0" TYPICAL 00 Ln KCAK 5LL I IUN A3 SCALE:3/16" = 1'-0" rc—"�I STAIR DETAIL A3 SCALE. 1 /4" = 1'-0" 2ND FLOOR CLG=21'-6" AFF FINISHED FLOOR = 1 V-6" AF! 1ST FLOOR CLG = 10'-0" AFF FINISHED FLOOR_ 0'-D'_ F/7 2 SECTION A3 SCALE:3/16" = 1'-0" * F LO R! O�• `�• �� VE By �l o /STERE P Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbygatt.net FL. AR -0017060 • FL. ID -4621 M Uj N U! M Z Q W o �iW o W �" � I w v U)' � w 07 T m CD c) F- ry Q V J E -- Q Q 5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" MEDIA, DRAWING SCALE IS HALF -SIZED. BUILDING SECTIONS OFFICE COPY A3 PERMIT SET BEDROOM 3 o BONUS ROOM MASTER BEDROOM MASTER BATH HALL WALK-IN SHOWER [BARNDOORS- TO OFFICE DOORS i TO GARAGE FREE STANDING r TUB 2 SECTION A3 SCALE:3/16" = 1'-0" * F LO R! O�• `�• �� VE By �l o /STERE P Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbygatt.net FL. AR -0017060 • FL. ID -4621 M Uj N U! M Z Q W o �iW o W �" � I w v U)' � w 07 T m CD c) F- ry Q V J E -- Q Q 5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" MEDIA, DRAWING SCALE IS HALF -SIZED. BUILDING SECTIONS OFFICE COPY A3 PERMIT SET ROOF PLAN NOTES: 1. DO NOT SCALE DRAWINGS. 2. IF DIMENSIONS ARE IN QUESTION, THE ROOFER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTION 3. BUILDER SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE. 4. SEE FLOOR PLAN FOR BUILDING DIMENSIONS. 5. ALL ROOFING AND ROOFING DETAILS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH INDUSTRY STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 6. ROOFING SUBCONTRACTOR SHALL HAVE APPROPRIATE LICENSE(S) AS REQUIRED IN JURISDICTION OF CONSTRUCTION. 7. NO WORK SHALL CONFLICT WITH THE MANUFACTURER'S GUARANTEE OR WARRANTY. 8. WRITTEN WARRANTY SHALL BE PROVIDED TO OWNER AND INCLUDED IN THE CLOSE OUT DOCUMENTS PROVIDED BY GC. 9. PROVIDE FLASHING AS PER DETAILS OR AS PER SMACNA IF NO DETAILS ARE SHOWN WHERE ROOF PITCH CHANGES OR WHERE ROOFING INTERISECTS WITH VERTICAL SURFACES. 10. THE INSTALLATION SUBCONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL ROOFING WORK. 11. ALL EXHAUST FAN, VENT, FLUE & STACK OPENINGS ARE TO BE CUT & SEALED BY BUILDER. 12. ROOF VENT TERMINALS SHALL BE 12' AWAY FROM AND 2' ABOVE ANY AIR INTAKE, DOOR OR WINDOW, 18" AWAY FROM ANY VERTICAL WALL EXTE=NDING ABOVE ROOF VENT, AND NOT BELOW ANY ROOF EAVE, OR AS REQUIRED BY LOCAL CODES. WOOD FRAME CONSTRUCTION GODS COMPLIANT WINDOW INSTALLATION METHOD (F5G-R1033) WEATHER RESITIVE BARRIER (WRE) APPLIED PRIOR TO THE WINDOW INSTALLATION. J� 1 FLASHING APD PLIEOVER THE FACE OF THE MOUNTING FLANGE. ALJ, I STEPS SECTION A ©IN WATER SHEDDING FASHION, THROUGFI WNDOU JAMB STARTING AT THE BASE OF THE WALL 4 WOWING TOWARDS THE TOP, INSTALL THE WRB ,0 THE FACE OF THE i SHEATHING. SEALANT BEAD Q APPLY SILL FLASHING (4or61-) BEHIND MOUNTING FLANGE. . ! 3 APPLY BEAD OF SEALANT ! AT BACK OF WINDOW 1 FLAN^s TO HEAD A BOTH JAM55. APPLY A SEAL THE WINDOW FRAME TO OPENING. CISGONTINUOU9 BEAD TO APPLY A %" NOM. DIA TO THE BACKSIDE 50770`1 FLANGE LEAVING (INTERIOR) OF THE WINDOW FLANGE, IN LINE '2) 2 ��4�' WITH ANY PRE -PUNCHED HOLES OR SLOTS. ® SET WINDOW USING PAN HEAD o SGREWS TO FACILITATE FLASHING INSPECTION. 1 APPLY JAMB PLASHNG ®JAMB FLASHING SEALANT BEAD BETWEEN I APPLY CONT. SEAL TO THE MOUNTING FLANGES AT FLASHING AND MOUNTING FLANGE ! (&A PPLY BEAD OF SEALANT '- TOP (HEAD) AND SIDES (JAMBS) OF WINDOW, AT HEAD EMBED JAMB FLASHING INTO SEALANT AND FASTEN —� IN PLACE. (FLASHING GOES OVER SEALANT). �8 / APPLY HEAD FLA5H'NG g REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING W I5 TO LAY FLAT OVER HEAD FLASHING APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - TA7 j DIAGRAM. /SECURE WRB AT HEAD /FLASHM FLASHING AT HEAD EXTENDS I" Jr _ BEYOND JAMB FLASHING. /I TOH€AD FLA5HING I I f I : i SEALANT SII ,j / / / / EMBED BOTTOM OF THE HEAD FLA5HIN!i AGAINST THE PREVIOUSLY I. ( II / / I I�' �/ I APPLIED SEALANT ;FLASHING GOES I ..© ! I/F'" / OVER SEALANT). EMEND HEAD FLASHING BETCND EACH JAMB FLASHING. FASTEN IN PLACE. ! ®JAMB F' MB FLASHING 'I. EXTEND JAMB FLASHING i0 I OVERLAP SILL IN FLASHG. TUCK TOP OF JAMB FLASHING UNDER THE FLAP j OF WRB AT THE HEAD. SEE DIAGRAM. (D / / SEALANT \ SILL FLASHING f I .11 AND ADJUST WINDOW TO ACHIEVE SQ A� W� "3• PLUMB AND LEVEL CONDITION. UeE CORROSION \\ O® RESISTANT FASTENERS FASTEN WNCO'4 PER WINDOW MAWFACTURER SPECIFICATIONS. I I IT I !I WEATHER RESISTANT t' I BARRIER -WEB AT A 45 DEGREE AWLE, CAREFULLY CUT THE \ ABAIRICR A DIAOONAd_ OCNTLY RAIf THC I TOP EDGE OF THE 544MER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR / W� SN�ACE ABOVE. INTERIOR VIEW\' TOP LEFT COMER OF WINDOW y 1. flashing to be flexible self-adhesive type (min. 4" wide) sill pan flashing sloped surface2. cover sill to at least depth of window, plus 2" onto face of wrt (optional) 3. the pan shall direct water to the exterior over sill flashing sill plate 4. install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps See note#2 SILL PAN FLASHING weather resistive barrier NTS (optional) wall sheathing Prepared by 50AF First Coaet Chapter 9-11-2013 EXTER'�OR DOCR FLASW I I. . i11E s E r"tG��t 9' L.'f Am Tom" OLA r Ph t i I t I �- L J i IN i I , z:7 t All"PL'v I&AD M..iSUW& EVIIIIINPINS tom' UWVLP QWW pts ITE= ROLLED &MOOTH 4 FLAT UTA A J_gr.,�L_ NOTE: THESE DETAILS USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS DRIP EDGE ON TOP OF UNDERLAYMENT O RAKE ROOF DECK 2" MIN OVERLAP O SIDE 36" WIDE UNDERLAYMENT INSTALLED W/0 WRINKLES. USE ONLY ENOUGH NAILS TO HOLD IN PLACE UNTIL COVERED BY SHINGLES. NON—CORRODING METAL DRIP EDGE 4" MIN OVERLAP O END UNDERLAYMENT ON TOP OF DRIP EDGE O EAVES PLACE SHINGLES CLOSE TOGET DO NO' NON—CORRODING METAL EAVE DRIP PLACE SHINGLES 3/8" OVER EAVE & RAKE EDGES O RAKES, CEMENT SHINGLE TO UNDERLAYMENT & TO EACH OTHER IN A 4" WIDTH OF ASPHALT PLASTIC ROOF CEMENT ATTIC VENTILATION CALCULATION: RIDGE VENT TO PROVIDE 18 S.I. PER L.F. SOFFIT VENT TO PROVIDE 9 S.I. PER L.F. HOUSE = 1,176 S.F. 1,176 S,.F. x 144 = 169,344 S.I./150 = 1,289 S.I. REQUIRED SOFFIT VENT = 160 L.F. x 9 = 1,440 S.I. PROVIDED OFF -RIDGE VENT = 12 L.F. x 18 = 216 S.I. PROVIDED GARAGE = 611 S.F. 611 S.F. x 144 = 87984 S.I./150 = 587 S.I. REQUIRED SOFFIT VENT = 65 L.F. x 9 = 585 S.I. PROVIDED OFF -RIDGE VENT = 13 L.F. x 18 = 180 S.I. PROVIDED ROOF CONTRACTOR TO CONFIRM VENTILATION TO MEET FBC R 806. CONTRACTOR USE RIDGE VENTS OR OFF -RIDGE VENTS IN ORDER TO MEET THE VENTILATION REQUIREMENTS PER THIS CODE & CALCULATION. ROOF VENTS/PENETRATIONS: ALL RIDGE VENTS AND PENETRATIONS TO BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS - APPLY ROOFNG CEMENT OR SELF ADHERING FLASHING OVER VENT FLANGE AT THE HEAD INSTALL SHINGLE OVER THE VENT FLANGE HEAD ROOF CEMENT WALL SHEATHING (7/16" OSB) VINYL LAP SIDING OVER TYVEK HOMEWRAP METAL FLASHING NAILED TO ROOF DECK CAP SHINGLE INSTALLED W/ ROOF CEMENT. DO NOT NAIL SHINGLES A UNDERLAYMENT D�G172 L FIRST COURSE DETAIL WALL FLASHING DETAIL 2= 1- 0 EATER sLGPE = 1_0 E 3 = 1— 0 PLACE SHINGLES 3/6" OVER EAVE & RAKE EDGES O RAKES, CEMENT SHINGLE TO UNDERLAYMENT & TO EACH OTHER IN A 4' WIDTH OF ASPHALT PLASTIC ROOF CE:��' NON-CORRODING METAL EAVE DRIP TRIM 6"-7" FROM END OF 1ST SHINGLE TRIM TABS FROM STARTER COURSE SHINGLES B STARTER STRIP D�EAIL 1 2 = 1 -0 11 1/2" to 12 1/2" 11 1/2" to 12 1/2" 1/2" 1" t'o_� 11 �rT' n n p STARTER STRIP DETAI = 1 -0 1 2 SHINGLES 24" WIDE METAL VALLEY FLASHING INSTALLED PER MANUFACTURER'S RECOMMENATIONS DFVALLEY D ETAI L 1 = 1 -0 A F cY) WCY) �Y UN Julianne N. OverbRA Y� Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 A5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. ROOF PLAN AND DETAILS OFFICE COPY A5 PERMIT SET cY) WCY) UN Z Q W o — wo W �- - �U)U 2 U)i F- W � �m U fy! Q (D J H Q A5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. ROOF PLAN AND DETAILS OFFICE COPY A5 PERMIT SET ELECTRICAL LAYOUT PLAN NOTES: 1. VERIFY ALL EXISTING CONDITIONS. 2. COORDINATE LIGHT FIXTURE LOCATIONS CONTRACTOR ANY DISCREPANCIES SHALL BE COMMUNICATED TO THE ARCHITECT BEFORE CONSTRUCTION PROCEEDS FOR COORDINATION. 3. LIGHT FIXTURES SHALL BE LOCATED AS CLOSELY AS POSSIBLE TO LOCATIONS SHOWI 4. FIXTURES SHALL ALIGN WITH OR CENTER ON EACH OTHER OR WITH ADJACENT ARCHI 5. COORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLS SO THAT THEY ALIGN SYMMETRICAL WITH EACH OTHER WHERE THERE MAY BE CONFLICTS. A SECOND FLOOR ELECTRICAL LAYOUT PLAN Z)LALU 3/l6" = l' -U FIRST FLOOR ELECTRICAL LAYOUT PLAN SCALE: 3/16" = V -D" ELECTRICAL LEGEND GRILLS & REGISTERS SHALL BE BLOCKED AS REQUIRED SO THAT THEY CAN ALIGN WITH LIGHT F IXTURES\ W LIGHT FIXTURE & SWITCH LOCATIONS SHALL BE REVIEWED & APPROVED BY OWNER OR DESIGN =R �EFORE INSTALLATION OF SHEET ROCK OR OTHER WALL & CEILING FINISHES. GFi 8. SWITCHES SHALL BE LOCATED ADJACENT TO, BUT NOT INTERSECTING DOOR CASING OR TRIM. i 9. GROUPED SWITCHES SHALL BE GANGED TIGHT TOGETHER & SHALL BE COVERED WITH A SINGLE PLATE DESIGNED FOR THAT PURPOSE. SMOKE DETECTOR 10. SWITCHES SHALL TYPICALLY BE MOUNTED 48" A.F.F. TO CENTER OF THE SWITCH. ________________- I 11. SUPPORT ALL FIXTURES FROM STRUCTURE OF BUILDING. REFER TO STRUCTURAL SHEETS FOR SPECIFIC DETAILS AS REQUIRED FOR SPECIALTY FIXTURES. W 12. VERIFY DEVICE &PLATE COLORS WITH OWNER OR DESIGNER. i 13. VERIFY LIGHTING TYPE & SWITCHING. 14. FLUORESCENT LAMPS SHALL BE "WARM WHITE DELUXE" UNLESS OTHERWISE NOTED OR SPE IFItD ON THI SCHEDULE. L1J i 15. ALL LIGHT BULBS SHALL BE COMPACT FLUORESCENT OR LED BULBS UNLESS OTHERWISE NOTED.! 16. COORDINATE THERMOSTAT AND DOORBELL LOCATIONS WITH OWNER. A SECOND FLOOR ELECTRICAL LAYOUT PLAN Z)LALU 3/l6" = l' -U FIRST FLOOR ELECTRICAL LAYOUT PLAN SCALE: 3/16" = V -D" ELECTRICAL LEGEND ViCABLE W DUPLEX OUTLET �{{ 220 OUTLET GFi GFI RECEPTACLE VVP EXTERIOR/GFI RECEPTACLE SWITCH J 3 -WAY SWITCH SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR CH COUNTERTOP HEIGHT NOTES: 1. TELEPHONE OUTLETS TO BE 'CAT 5E' WIRE. 2. SMOKE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT INTERRUPTERS PER ARTICLE 210-12. 5. HVAC DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR. 6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. 7. 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFL/LED LAMPS. ��F F ►.O R/O� �n k.lo Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbygatt.net FL. AR -0017060 • FL. ID -4621 A5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. ELECTRICAL LAYOUT PLANS � OFGFICE COPY PERMIT SET W cv cy) Z' W o Q 0w0 C/)w W L.L I- LjL. ry vJ -17 �= U Q U) F— L1J T_ r— m U F— �/ I Z Q J A5-13-19 REVISIONS PER OWNER DATE ISSUED: FEBRUARY 19, 2019 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. ELECTRICAL LAYOUT PLANS � OFGFICE COPY PERMIT SET I DESIGN CRITERIA 8c LOADS SHEATHING SPECIFICATIONS TYPICAL MEMBER� FASTENING MATERIAL M iL SPECI FI CATI ON DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL, AND CURRENT REFERENCE', TABLE 5: WALL SHEATHING TABLE 9: WOOD MEMBER FASTENING SCHEDULE CONCRETE SPECIFIC r LOAD TYPE/PLACEMENT ODES AfJD STANDARDS SPECIFICATION TYPICAL NAILING SHEARWALL NAILING TOP CHORD LIVE 40 PSF TABLE 1: FLOOR AND ROOF LOADING 7 ! MIN. /16 , 24/16, APA RATED OSB 8d COMMON @ 8J. COMMON @ LOAD TYPE/PLACEMENT FLOOR (Cd = 1.0) ROOF (Cd = 1.25) TOP CHORD DEAD 10 PSF 7 PSF (SHINGLES) 20 PSF ( TILE) TOP CHORD LIVE 40 PSF 20 PSF BOTTOM CHORD DEAD 5 PSF 5 PSF BOTTOM 'CHORD LIVE 5 PSF ���l�OP F OR PLYWOOD SHEATHING 6 O.C. EDGE, 3 O.C. EDGE, 6" O.C. FIELD 6" O.C. FIELD i._ _WALL- SHEATHING NOTES: 1. FLEXIBLE FINISH INCLUDES WOOD, CEMENT OR VINYL SIDING, HARDI PANEL AND BRICK. ALL OTHER SIDING SHALL BE CONSIDERED BRITTLE FINISH 2. SHEATHING MUST EXTEND FULL HEIGHT FROM BOTTORI PLATE TO UPPER PLY OF DOUBLE TOP PLATE 3. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY 4. PANEL EDGE BLOCKING IS REQUIRED AT SHEAR WALLS AND WALLS WITH BRITTLE FINISH BLOCKING SHALL BE FLATWISE 2 4 SPF 2 OR BET MEMBER CONNECTION TYPE FASTENED EA END W/ (3) 10d TOE -NAILS A # TER ROWS 10d @ 12" OC STAGGERED FLOOR AND ROOF LOADING NOTES: 5. VERT. AND HORIZ. SHEATHING 10d EVENLY SPACED GAPS SHALL BE MIN. ,YS" AND MAX. 5/s" (2) 1 O @ 2x4 1. ROOF TRUSS MAY BE DESIGNED WITH. ROOF BOTTOM CHORD LIVE (3) 10d @ 2x6 TABLE 6: ROOF SHEATHING WALL STUD TO BOTTOM PLATE TOE NAIL (3) LOAD (10 PSF) APPLIED NON -CONCURRENTLY WITH ROOF TOP `SPECIFICATION (4) 10d @ 2x6 WALL (5) 10d @ 2x8 WALL. RIM BOARD TO TOP PLATE TOE NAIL 10d @ 6" OC CHORD LIVE LOAD (20 PSF) CEILING JOIST TO TOP PLATE TOE NAIL TYPICAL NAILING GABLE END NAILING CEILING JOIST TO RAFTER FACE NAIL (8) 2. ROOF TRUSS BOTTOM CHORD LIVE LOAD SHALL BE INCREASED TO TRUSS/RAFTER TO TOP PLATE TOE NAIL (2) 12d COMMON JACK RAFTER TO HIP TOE NAIL (3) SHINGLE: MIN. 7/16", 24/16, 8d RING SHANK 8d RING SHANK @ 4" BOTTOM PLATE TO RIBBON FACE NAIL 20 PSF AT ATTICS WITH LIMITED STORAGE. REACTIONS SHALL BE COMMON @ 8" O.C. REDUCED PER ASD LOAD COMBINATION D + 0.75 {L + Lr) { APA RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. E GE, 4" O.C. FIELD 3. FLOOR TRUSS TOP CHORD LIVE LOAD SHALL BE INCREASED TO SHEATHING __ 6" O.C. FIELD WITHIN �4' OF ROOF END 60 PSF AT ALL GAME ROOMS AND BALCONIES ! TILE: MIN. 15/32", 32/24, APA / 8d RING SHANK 8d RING SHANK @ 4" 4. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 5 PSF TOP AND BOTTOM CHORD DEAD LOAD. RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING 6" 0 C FIELD WITHIN 4' MEMBER CONNECTION TYPE FASTENERS ROOF TOP PLATE TO TOP PLATE FACE NAIL (3) ROWS 10d @ 12" OC STAGGERED TOP PLATE LAP FACE NAIL (16) 10d EVENLY SPACED TOP PLATE TO STUD (BOTTOM PLY OF DOUBLE TOP PLATE END NAILED) END NAIL (2) 1 O @ 2x4 WALL (3) 10d @ 2x6 WALL (4) 10d @ 2x8 WALL STUD TO BOTTOM PLATE TOE NAIL (3) 10d @ 2x4 WALL (4) 10d @ 2x6 WALL (5) 10d @ 2x8 WALL. RIM BOARD TO TOP PLATE TOE NAIL 10d @ 6" OC GENERAL NOTES CEILING JOIST TO TOP PLATE TOE NAIL (5) 10d TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHAT L BE INSTALLED CEILING JOIST TO RAFTER FACE NAIL (8) 10d TRUSS/RAFTER TO TOP PLATE TOE NAIL (2) 12d COMMON JACK RAFTER TO HIP TOE NAIL (3) 10d RAFTER TO RIDGE TOE NAIL (3) 10d BOTTOM PLATE TO RIBBON FACE NAIL 16d COMMON @ 8" O.C. ATIONS• ALL CONCRETE HAS BEEN DESIGNED IN A'_CORDANCE WITH ACI 318, AND SHAL.I_ BE CGJSTRUCTED IN ACCORDANCE WITH ACI 301, 318 AND ALL 0 -1 -HER APPLICABLE REFEF-'ENCED STANDARDS. ALL CONCRETE SHALL. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 2.8 DAYS. CONCRETE MASONRY SPECIFICATIONS: MASONRY SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE WITH ACI 530, ACi530.1 AND ASTM C90. MASONRY UNITS SHALL BE HOLLOW LOAD-BEARING, GRADE N, TYPE 1, NORMAL 'WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'rn==1500 psi). GROUT AN C;C.,, D MORTAR SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE ASTfvi 0476, ASTM 01019; ASTM C270. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi AND A MAXIMUM COURSE AGGREGATE SIZE OF %" PLACED AT AN 8" TO 11" SLUMP. MORTARSHALL BE TYPE M OR S. -I II � r�i II li I LIVE LOAD TOTAL LOAD ROOF L/240 L/240 J -=->� L/240 LOU Ponrl,',o and Associates. Inc. 4745 SUMon Park E:i. #204 Jacksonville Il 3222d Ph: 242-0908 FL: CA # 8344 CIELL'S, CONTAINING VERTICAL REINFORCEMENT .SHALL BE GROUTED IN 5'-0" MAXIMUM LIFTS: WHEN LIFT SHALL PON�' A. %, '�~ EXCEED 5'-0", PROVIDE CLEAN OUTS IN SOTTOM COURSE OF MASONRY WALL_. Tj CLAY MASONRY (BRICK): F BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & :' No. HOLLOW BRICK, RESPECTFULLY. TYPE N MORTAR MAY BE USED IN BRICK VENEER. = SAT OF ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. < `pP•' ��Ql-� WASHERS: SHALL BE IN ACCORDANCE WI1H ASTM A500 (GRADE B). s%S�ONAL'rN�'\```` NUTS: SHALL BE IN ACCORDANCE WITH Ad -)TM A 563 GRADE A HEX. Luis A. Porti so, P E OF ROOF END WFL PE#53311 METAL: MIN. Y2�!GOONNEC", 32/24, APA 8d RING SHANK 10d RI SHANK @ 4" WOOD MEMBER FASTENING NOTES: METAL CONNECTORS: ALL METAL OR'S WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR TABLE 2: ROOF AND FLOOR DEFLECTION CRITERIA „ FRAMING TYPE LIVE LOAD TOTAL LOAD ROOF L/240 L/240 FLOOR L/360 L/240 0.75" MAX DEFLECTION UNDER ANY CASE RATED OSB OR PLYWOOD @ 6 O.C. EDGE, 1. FASTENERS NOTED ON PLAN SHALL SUPERCEDE THE ABOVE TABLE BETTER. REVISIONS 7DAE O.C. EDGE; 4" O.C. FIELD j SHEATHING 6" O.C. FIELD WITHIN 4' OF ROOF END 2. SEE DETAIL 1/SO.1 FOR TYPICAL BUILT UP MEMBER FASTENING REQUIREMENTS RETROFIT REBAR ROD INSTALLATION: LLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER HOOF SHEATHING NOTES: MINIMUM, HOLES SHALL BE 1/4" LARGER -THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (UON) 1. ROOF SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION TABLE 10: NAIL SIZE LEGEND PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED I 3. SEE DETAIL 1 /SO.0 TABLE 3: WIND LOADING BASIC WIND SPEED (ASCE 7-10) 130 MPH EXPOSURE CATEGORY C BUILDING RISK CATEGORY II BUILDING ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT ±0.18 Cd 1.6 COMPONENTS AND CLADDING SEE TABLE 4 TABLE 7: FLOOR SHEATHING SPECIFICATION TYPICAL NAILING I_- 23/32 T&G OSB OR PLYWOOD 10d COMMON @ 6" O.C. EDGE, 6" O.C. SHEATHING FIELD =LOOR SHEATHING NOTES: 1. FLOOR SHEATHING SHALL BE INSTALLED WITH LONG E,IIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED 3. SEE DETAIL 1/SO.O * SHEATHING GAP: NAIL LENGTH DIAMETER 8d COM"SON 2)/2" 0.131 " 8d RING SHANK 2%" 0.113" IOdx11/2" 1Y2" 0.148„ Od 3" 0,131" 10d COMMON 3" 0.148" 10d RING SHANK 3" 0.148" 12d COMMON 3)/4" 0.148" 11 6d COMMON 3Y2" _FO. 162" 'MIN. Ys" - MAX. %6" FOUNDATION: WIND LOADING NOTES: BOUNDARY OF _ NAIL SIZE LEGEND NOTES_,. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING C - � - 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A DEAD ODES. FOOTINGS HAVE BEEN LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM SHEATHING 1. USE BORED HOLES WHERE NEEDED TO PREVENT SPLITTING OF WOOD. BORED DESIGNED WITH A MAXIMUM SOIL BEARING F'RESSURE CAL 2000 PSF. A SOILS INVESTIGATION REPORT BY OTHERS IS HOLES SHALL NOT BE GREATER THAN 75% OF THE NAIL DIAMETER RECOMMENDED TO VERIFY SUITABLE SUBSUR -ACF CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD 2. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL BE MET DISTURBED OR UNSTABLE SOIL, THE EOR -;ALL LOAD COMBINATION: 0.6D + 0.6W EXAMPLE OF PRIOR BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC AND COHESIVE UNSUPPORTED TO THE APPLICATION OF ANY PROTECTIVE COATING (CLAY) MATERIAL. EXISTING SOIL -AND STRU;�TURAL FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED (PSF) (U�vBLOCKED) PANEL TABLE 4: COMPONENT AND CLADDING DESIGN PRESSURESPROCTOR IN ACCORDANCE WITH r - EFFECTIVE WIND AREA WIND ZONE DESIGNATION (SQUARE FT) INTERIOR ZONE END ZONE 0 - 10 +24.6 -26.7 +24.6 -33.0 11 - 50 +22.0 -24.1 1 +22.0 -27.8 51 - 100 +2`0.9 -25.0 +20.9 -25.6 _ 101 - 200 +19.8 -21.9 +19.8 -23.4 EPDXY: ITW RED HEAD A7 DUAL CARTRIDGE (MINIMUM EDGE DISTANCE PER MANUFACTURES SPECIFICATION) ; -- -- *SHEATHING GAP: MIN. Y8" - MAX. %6)) EDGE NAILING PER TABLE ; ; 1 I ! T + CS18 FOUNDATION PLAN ONLY CONVEYS STR UCT .,'RAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCH!TE�'TURAL PLANS. DO NOT SCALE DRAWINGS. REFER TO 'RCHIT(;TURA` PLANS FOR ALL DIMENSIONS. MINIMUM CONCRETE COVER FOR REINFORCI G SHALL BE 3" IN FOOTINGS. PROVIDE #3 @ 48" CG OR ROD CHAIRS PER FOUNDATION DETAILS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPEND!CUL_AR CON" ,:�I ,RETE ELEMENTS BY INSTALLING CORNER BARS, Iv,,I�IMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING SHALL BE 48 BAR DIAMETERS, WHERE PERMITTED. FLAT STRAPS AND COIL STRAPS REINFORCING STEEL: SHALL BE ASTM A61;-,, GRADE 60. (10) 10d - MSTA24 (18) 10d CS16 IAP FA FI�.IEI 11 " R� FACTFN gni � /1 nl � n,�a FASTENERS PERMITTED 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND50.0 STRUCTURAL STEEL: SHALL BE `ASTM A992, GRADE 50. SCALE: 3/4" _ 1'-0" CONNECTOR FASTENERS FIELD ALTERATION WELDED WIRE FABRIC (WWF): SHALL BE ASTM A1064. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING LUMBER SHALL STRESS (Fb) MEET OR EXCEED THE FOLLOWING 2600psi, PLY WIDTH OF 1.75" C�PJ,RGO6ASOCIATE PRIOR TO PONTIGO fi ASSOCIATES PRIOR TO MAKING ANY S'17'UCTURAL HELD MODIFICATIONS WHICH MAY VARY -FR�I�TPUCTIOVTOCUMEOR ANY CC:IJSTRU( TION DOCUMENTS ANY FIELDALTEOVIFID SMODEP(NrIG o BEING APPROVED 8Y LOU F CIIJ f1G0 ASSOCIATES MA\ RESULT IN ADDITIONAL ENGINEERING OR INSPEi TIiJN FEES. GENERAL NOTES 'MIN. Ys" - MAX. %6" FOUNDATION: WIND LOADING NOTES: BOUNDARY OF _ NAIL SIZE LEGEND NOTES_,. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING C - � - 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A DEAD ODES. FOOTINGS HAVE BEEN LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM SHEATHING 1. USE BORED HOLES WHERE NEEDED TO PREVENT SPLITTING OF WOOD. BORED DESIGNED WITH A MAXIMUM SOIL BEARING F'RESSURE CAL 2000 PSF. A SOILS INVESTIGATION REPORT BY OTHERS IS HOLES SHALL NOT BE GREATER THAN 75% OF THE NAIL DIAMETER RECOMMENDED TO VERIFY SUITABLE SUBSUR -ACF CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD 2. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL BE MET DISTURBED OR UNSTABLE SOIL, THE EOR -;ALL LOAD COMBINATION: 0.6D + 0.6W EXAMPLE OF PRIOR BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC AND COHESIVE UNSUPPORTED TO THE APPLICATION OF ANY PROTECTIVE COATING (CLAY) MATERIAL. EXISTING SOIL -AND STRU;�TURAL FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED (PSF) (U�vBLOCKED) PANEL TABLE 4: COMPONENT AND CLADDING DESIGN PRESSURESPROCTOR IN ACCORDANCE WITH r - EFFECTIVE WIND AREA WIND ZONE DESIGNATION (SQUARE FT) INTERIOR ZONE END ZONE 0 - 10 +24.6 -26.7 +24.6 -33.0 11 - 50 +22.0 -24.1 1 +22.0 -27.8 51 - 100 +2`0.9 -25.0 +20.9 -25.6 _ 101 - 200 +19.8 -21.9 +19.8 -23.4 EDGE (TYPICAL) PRESSURES_ CONNECTOR SCHEDULE ; FIELD NAILING PER TABLE *SHEATHING GAP: MIN. Y8" - MAX. %6)) EDGE NAILING PER TABLE ; ; 1 I ! T + CS18 FOUNDATION PLAN ONLY CONVEYS STR UCT .,'RAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCH!TE�'TURAL PLANS. DO NOT SCALE DRAWINGS. REFER TO 'RCHIT(;TURA` PLANS FOR ALL DIMENSIONS. MINIMUM CONCRETE COVER FOR REINFORCI G SHALL BE 3" IN FOOTINGS. PROVIDE #3 @ 48" CG OR ROD CHAIRS PER FOUNDATION DETAILS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPEND!CUL_AR CON" ,:�I ,RETE ELEMENTS BY INSTALLING CORNER BARS, Iv,,I�IMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING SHALL BE 48 BAR DIAMETERS, WHERE PERMITTED. FLAT STRAPS AND COIL STRAPS CONNECTOR FASTENERS... LSTA12 (10) 10d - MSTA24 (18) 10d CS16 IAP FA FI�.IEI 11 " R� FACTFN gni � /1 nl � n,�a WIND LOADING NOTES: GARAGE DOOR SIZE PRESSURES_ ABU44 (12) 16d INTO POST 5/8" THREADED ROD INTO SLAB FIELD NAILING PER TABLE 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD WALL, ROOF OR FLOOR '� FRAMING CS18 LAP EA END 10" & FASTEN W/ (9) 10d STEM WALLS CONSTRUCTED W/ MASONRY UNITS SHALL BE COURSED W/ RUNNING BONDS STACKED BONDS ARE NOT PERMITTED. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AS SPECIFIED ON PL ' AN AND AT CORNERS, WALL ENDS, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTEF SECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEM WALLS CONSTRUCTED OF 5 OR MnRF rntIR�FC pPnwlli� 1 ,I )o17nnITnI inini-T- -,ri (1) CAR 8'x7' +21.9 -27.4 POST BASES (2) CAR 16'x7' _ +20.8 -25.2 (_*-ADD FRAMING MEMBERS U,�N�ni AAAY cu�nTUIr.I� SLABS ON GRADE: CONNECTOR FASTENERS WIND LOADING NOTES: GAP IS EXCEED_ EDki � - MEMBERS ABU44 (12) 16d INTO POST 5/8" THREADED ROD INTO SLAB --� ""-""• -') � �� VlL/L.- IVIVLVIN IrAL JOHN I r�tllvr lJK l.t;Vltly l Al 16" O.C. VERTICALLY, EVERY OTHER COURSE. VERTICAL REINFORCING SHALL. BE INCREASED AS NOTED ON 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD _ PIAN. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". ABU66 (12) 16d INTO POST, 5/8" THREADED ROD INTO SLAB COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE 1 WALL, ROOF & FLOOR SHEATHING NAILING SLABS ON GRADE: TWIST STRAPS PERMITTED 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND50.0 --- CONCRETE SLABS ON GRADE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH SCALE: 3/4" _ 1'-0" CONNECTOR FASTENERS CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE t JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITHAPPROVED CHEMICAL SOIL H2.5T (5) 8d EACH END . AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE TABLE 8: PORCH CEILING SHEATHING TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHAT L BE INSTALLED 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS a '), SPECIFICATION TYPICAL NAILING I\11N 3/8" PLYWOOD OR OSB 8d COMMON @ 6" O.C: EDGE, 6" O.C. FIELD I-_ IY2" GYPSUM (WATERPROOF) GREEN BOARD 5d COOLER @ 6" O.C. EDGE, 6" O.C. FIELD THROUGHOUT ENTIRE SLAB ON GRADE. 1" jEEP SAWCUTS SHALL PLACED IN A 12'x12' GRID WITHIN 4 TO 12 HOURS MTS12 (14) 10d _ OF CONCRETE PLACEMENT HTS16 (16) 10d WOOD FRAMING SPECIFICATIONS: HTS20 (20) 1 O ALL WOOD FRAMING HAS BEEN DESIGNED 11 ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WO MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, FRAMING ANGLES CONCRETE OR SOIL SHALL BE PRESSURE -CREATED. IF ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS r---- ---i CONNECTOR FASTENERS USED, ALL ATTACHED FASTENERS SHALL B HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ! ! ° TYPICAL A B B R E VI A TI O f S A34 (8) 8dxY2 ATTACHED FASTENERS SHALL BE STAINLE STEEL. ! AD ADJACENT LVL LAMINATED VENEER LUMBER A35 (12) 8dxY2 PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER I THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH END ZONE WIDTH 4 FT BM BEAM MANUF MANUFACTURER HANGERS NEPA, TPI, AND AITC 100. CONTRACTOR, S ALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL 'a' �_ TRUSSES AS INDICATED IN THE RUSS SH• P DRAWINGS. ALL TRUSS -1 -0 -TRUSS CONNECTIONS AND TRUSS PROFILES DESIGN 3OT BOTTOM MONO MONOLITHIC CONNECTOR FASTENERS ARE THE RESPONSIBILITY OF THE, DELEGA D TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING _2s I[NOT ACTUAL PLAN] PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & T _ BRG BEARING OC ON CENTER LUS28 (6) iOd TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER BRACING I G METAL PLATE CONNECTED WOOD CRITERIA, TRUSSES, HIB -91. AT MULTIPLE STRAP C NNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH SPECS, ---- --- CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD LUS210 (8) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER TRUSS. WHEN USING (2) STRAPS ON SING PLY TRUSSES, PLACE STRAPS DIAGONALLY r SPECS, Ir - CONT COTINUOUS PERP PERPENDICULAR HU210-2/HUC210-2 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER FROM EA. OTHER. ACROSS .SBL. TOP PLATE ____ ____ GENERAL u I ° DBL DOUBLE PRE ENG PRE-ENGIIJEERED HU212-2/HUC212-2 (22) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER ROOF COVERING SPECIFICATIONS: L J � THE CONTRACT c OR SHALL BE RESFONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. NOTES EA EACH PSF POUNDS FER SQUARE FOOT HU410 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER ASPHALT SHINGLES SHALL COMPLY WITH TM D3161 AND BE INSTALLED ACCORDING -TO THE MANUFACTURER'S EE EACH END PSI POUNDS F�ER SQUARE INCH HOLD DOWNS REQUIREMENTS. TILE ROOFS SHALL BE IN " ALLED PER THE "CONCRETE AND CLAY ROOF TILE iNSTALLATION CONDTSCALE AWINGS-IFADI DIMENSION THESE DRAbVINGS- IF A DIMENSCOPE OF- SERVICE CONNECTOR FASTENERS MANUAL." AND THE MANUFACTURER'S RE IREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM UNCLEAR,REFERTDTHEOR ENGINEER OF RECORD PSL PARALLEL STRAND LUMBER E1514 AND BE INSTALLED ACCORDING TO HE MANUFACTURER'S RE UI ARCHITECTURALORAWING REQUIREMENTS. THE CONTRACTOR SHALL BE CON TACT THE E.O.R. E 8 SDS Y4"x2Y2" INTO STUDS/POST W/ Y2" THREADED ROD EPDXIED 4" RESPONSIBLE FOR THE DESIGN AND INST LATION OF ALL METAL FLASHING AND VALLEY MATERIALS. MEANS AND METHODS: ,Q EQUAL PT PRESSURE TREATED ( ) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBL` EW EACH WAY REINF REINFORCING DTT2Z OR )/2"x6" TITEN HD (7 7ERGI-19-00074 NUMBER FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR - GUARDRAILS AND HANDRAILS: SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EXT EXTERIOR REQD REQUIRED (10) 10d INTO STUDS/POST W/ )/2" THREADED ROD EPDXIED 4" OR SHALL BE DESIGNED PER FBC. C MPLIAN WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF - LTT20B )/2"x6" TITEN HD MANUFACTURER. DlzAwly/DESIGN CHECK THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT FBC FLORIDA BUILDING CODE SF SQUARE FOOT OFFICE �+Opy DOCUMENTS. FDN FOUNDATION SPF SPRUCE PINE FUR HTTS (26) 16dx2% INTO STUDS/POST W/ 5/8" THREADED ROD EPDXIED 7Y2" PRE-ENGINEERED MISCELLANEOUS STRUC RES: r CE COPY 1 KEF / 1MD/ LAP ANY EYEBROW CANOPY, ALUMINUM COMP ENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: FT FOOT SYP SOUTHERN YELLOW PINE HDU5 (14) SDS Y4"x2Y2" INTO STUDS/POST W/ 5/8" THREADED ROD EPDXIED 7Y2" DATE HEREIN SHALL BE DESIGNED BY OTHERS THE EXPENSE OF THE CONTRACTOR. CONTR , ," I,�Ut3' OP THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE f� `' NPRJ FTG FOOTING THRU THROUGH CONNECTOR NOTES: REACTIONS AND FASTENER ATTACHED TRUCTURES TO THE MAIN STRUCTURE INDICATI G� cC 07/23/19 LIMITED TO THE FOLLOWING: STRUCTURE TO SUPPORT GRAVITY LOADS, 1. FOR CONNECTORS NOT SHOWN ABOVE, CONSULT THE MANUFACTURER'S CATALOG FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO , RESIST UPLIIFT, AND RESIST LATERAL LOADS, AND MAINTAIN CONTINUITY GT GIRDER TRUSS TR THREADED ROD c CONSTRUCTION OF MAIN STRUCTURE. CO TRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER SQUARE FOOTAGE AND INSTALL SHOWN FASTENERS THAT WILL PROVIDE THE GREATEST CAPACITY PRE-ENGINEERED COMPONENT SUCH AS OF FLOREVASWEM 0R FeCSS ENCITMXUCE AUG 1 2019 44G FROM THE STRUCTURE TO SOILS BELOW. ITEMS NOT DESIGNED INCLUDE, v„ 2. CONNECTORS SHOWN ARE SIMPSON- STRONG - TIE. ALTERNATIVE MANUFACTURER 0 BUT NOT LIMITED T0, PRE. -ENGINEERED TRUSS DESIGN, TRUSS -TO -TRUSS I.��R HANGER TYP TYPICAL IS ACCEPTABLE AS LONG AS PUBLISHED VALUES ARE GREATER "�� CITY OF CONNECTIONS, OR ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SHEET HDR HEADER LION UNLESS OTHERWISE NOTED SEE PERMITS FOR ADDITIOMAL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/ -- � REouI�Eh�ErvTsal�tDcoNDITtoNs E?ulldtn� Department INSTALLATION OF ALL WATER PROOFING. I HORIZ HORIZONTAL 'BERT VERTICAL q^ City of Atlantic Beach, FL SO.0 REVIEWED BY: DATE: r� / % � SHEET 1 OF 11 I ,� t SHALL BEAR THE SEAL OF AN ENGINEER I THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH END ZONE WIDTH 4 FT BM BEAM MANUF MANUFACTURER HANGERS NEPA, TPI, AND AITC 100. CONTRACTOR, S ALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL 'a' �_ TRUSSES AS INDICATED IN THE RUSS SH• P DRAWINGS. ALL TRUSS -1 -0 -TRUSS CONNECTIONS AND TRUSS PROFILES DESIGN 3OT BOTTOM MONO MONOLITHIC CONNECTOR FASTENERS ARE THE RESPONSIBILITY OF THE, DELEGA D TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING _2s I[NOT ACTUAL PLAN] PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & T _ BRG BEARING OC ON CENTER LUS28 (6) iOd TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER BRACING I G METAL PLATE CONNECTED WOOD CRITERIA, TRUSSES, HIB -91. AT MULTIPLE STRAP C NNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH SPECS, ---- --- CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD LUS210 (8) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER TRUSS. WHEN USING (2) STRAPS ON SING PLY TRUSSES, PLACE STRAPS DIAGONALLY r SPECS, Ir - CONT COTINUOUS PERP PERPENDICULAR HU210-2/HUC210-2 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER FROM EA. OTHER. ACROSS .SBL. TOP PLATE ____ ____ GENERAL u I ° DBL DOUBLE PRE ENG PRE-ENGIIJEERED HU212-2/HUC212-2 (22) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER ROOF COVERING SPECIFICATIONS: L J � THE CONTRACT c OR SHALL BE RESFONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. NOTES EA EACH PSF POUNDS FER SQUARE FOOT HU410 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER ASPHALT SHINGLES SHALL COMPLY WITH TM D3161 AND BE INSTALLED ACCORDING -TO THE MANUFACTURER'S EE EACH END PSI POUNDS F�ER SQUARE INCH HOLD DOWNS REQUIREMENTS. TILE ROOFS SHALL BE IN " ALLED PER THE "CONCRETE AND CLAY ROOF TILE iNSTALLATION CONDTSCALE AWINGS-IFADI DIMENSION THESE DRAbVINGS- IF A DIMENSCOPE OF- SERVICE CONNECTOR FASTENERS MANUAL." AND THE MANUFACTURER'S RE IREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM UNCLEAR,REFERTDTHEOR ENGINEER OF RECORD PSL PARALLEL STRAND LUMBER E1514 AND BE INSTALLED ACCORDING TO HE MANUFACTURER'S RE UI ARCHITECTURALORAWING REQUIREMENTS. THE CONTRACTOR SHALL BE CON TACT THE E.O.R. E 8 SDS Y4"x2Y2" INTO STUDS/POST W/ Y2" THREADED ROD EPDXIED 4" RESPONSIBLE FOR THE DESIGN AND INST LATION OF ALL METAL FLASHING AND VALLEY MATERIALS. MEANS AND METHODS: ,Q EQUAL PT PRESSURE TREATED ( ) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBL` EW EACH WAY REINF REINFORCING DTT2Z OR )/2"x6" TITEN HD (7 7ERGI-19-00074 NUMBER FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR - GUARDRAILS AND HANDRAILS: SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EXT EXTERIOR REQD REQUIRED (10) 10d INTO STUDS/POST W/ )/2" THREADED ROD EPDXIED 4" OR SHALL BE DESIGNED PER FBC. C MPLIAN WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF - LTT20B )/2"x6" TITEN HD MANUFACTURER. DlzAwly/DESIGN CHECK THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT FBC FLORIDA BUILDING CODE SF SQUARE FOOT OFFICE �+Opy DOCUMENTS. FDN FOUNDATION SPF SPRUCE PINE FUR HTTS (26) 16dx2% INTO STUDS/POST W/ 5/8" THREADED ROD EPDXIED 7Y2" PRE-ENGINEERED MISCELLANEOUS STRUC RES: r CE COPY 1 KEF / 1MD/ LAP ANY EYEBROW CANOPY, ALUMINUM COMP ENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: FT FOOT SYP SOUTHERN YELLOW PINE HDU5 (14) SDS Y4"x2Y2" INTO STUDS/POST W/ 5/8" THREADED ROD EPDXIED 7Y2" DATE HEREIN SHALL BE DESIGNED BY OTHERS THE EXPENSE OF THE CONTRACTOR. CONTR , ," I,�Ut3' OP THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE f� `' NPRJ FTG FOOTING THRU THROUGH CONNECTOR NOTES: REACTIONS AND FASTENER ATTACHED TRUCTURES TO THE MAIN STRUCTURE INDICATI G� cC 07/23/19 LIMITED TO THE FOLLOWING: STRUCTURE TO SUPPORT GRAVITY LOADS, 1. FOR CONNECTORS NOT SHOWN ABOVE, CONSULT THE MANUFACTURER'S CATALOG FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO , RESIST UPLIIFT, AND RESIST LATERAL LOADS, AND MAINTAIN CONTINUITY GT GIRDER TRUSS TR THREADED ROD c CONSTRUCTION OF MAIN STRUCTURE. CO TRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER SQUARE FOOTAGE AND INSTALL SHOWN FASTENERS THAT WILL PROVIDE THE GREATEST CAPACITY PRE-ENGINEERED COMPONENT SUCH AS OF FLOREVASWEM 0R FeCSS ENCITMXUCE AUG 1 2019 44G FROM THE STRUCTURE TO SOILS BELOW. ITEMS NOT DESIGNED INCLUDE, v„ 2. CONNECTORS SHOWN ARE SIMPSON- STRONG - TIE. ALTERNATIVE MANUFACTURER 0 BUT NOT LIMITED T0, PRE. -ENGINEERED TRUSS DESIGN, TRUSS -TO -TRUSS I.��R HANGER TYP TYPICAL IS ACCEPTABLE AS LONG AS PUBLISHED VALUES ARE GREATER "�� CITY OF CONNECTIONS, OR ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SHEET HDR HEADER LION UNLESS OTHERWISE NOTED SEE PERMITS FOR ADDITIOMAL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/ -- � REouI�Eh�ErvTsal�tDcoNDITtoNs E?ulldtn� Department INSTALLATION OF ALL WATER PROOFING. I HORIZ HORIZONTAL 'BERT VERTICAL q^ City of Atlantic Beach, FL SO.0 REVIEWED BY: DATE: r� / % � SHEET 1 OF 11 I ,� Z (3) 33$" FASTENMASTER Z (3) 12d TRUSSLOK WOOD COMMON SCREW @ 24" ?" @ 12" O.C. OC EA. SIDE (2)12" OR SMALLER GREATER THAN (2)12" LVL LVL (3) 5„ (3) 634„ FASTENMASTER "' FASTENMASTER TRUSSLOK WOOD TRUSSLOK SCREW @ 16" OC WOOD SCREW @ 16" OC (3)PLY (4)PLY LVL LVL z z (3) 1 Od @ 12" OC 1EA. SIDE OC EA. SIDE (2)2x- (3)2x - BEAM BEAM M 12d NAILS FROM OTHER SIDE OF 2nd PLY. 2x6 or 2x8 2x4 POST POST NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POSTS, ETC. 2. SEE FASTENMASTER FOR TRUSSLOK INSTALLATION RECOMMENDATIONS 1 BUILT UP MEMBER FASTENING S0.1 SCALE: NTS TABLE 11: PENETRATIONS THROUGH STUDS WALL L SIZEBORED STUDS LOAD BEARING OR EXTERIOR WALL HOLE SIZE NON LOAD BEARING WALL BORED HOLE SIZE LOAD BEARING WALL NOTCH NON -LOAD BEARING WALL NOTCH 2 3/4" 40% 60% 60% 25% 40% 2x4 1 3/8„ _2 Y8" 3/8" 1 3/8„ 2 2 x 4 - 2 " Y8 2 Ys" 3/8" 1 3/8„ 2x6 2 Y4„ _ 3 5/6„ 1 3/8„ 2 Y4„ 2 2 x 6 - 3 5/6" 3 5/6" 1 3/g" 2 Y4" 2x8 2Y8" - 4 3/8" 1 13/6" 2 2)2x8 - 4 3/8" 4 3/8" 1 13/16" WALL SIZE HOLE SIZE 2 x 4 1 3/4" 2X6 2 3/4" 2x8 3 5/8., STUD FACE MIN. 3y" 2 1/2 BORED HOLES DIA. 40% OF STUD WIDTH, 60% OF STUD WIDTH IF DOUBLE STUD NOTCH 25% OF STUD WIDTH MAX. BEAM DEPTH CLEAR SPAN BEAM HOLE DETAIL ALLOWABLE HOLES IN PSL, LVL AND HEADERS 3Y" 2 co 11 STUD FACE $" MIN. II 1° 11 BORED HOLES U DIA. 60% OF T -BRACE FASTENED TO STUD WIDTH WEB w/ 12d MAX. 101 NOTCH 40% BE THE OF STUD SAME SIZE, WIDTH MAX. EXTERIOR OR NON BEARING BEARING WALL PARTITION PLATES: NOTE: TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2308 9.10 IBC WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT LEAST 1Y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES SCALE: S/4 = 1,-0" MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. (1)DIAGONAL BRACE PER (4) TRUSSES APPLIED TO BACKSIDE OF WEB. BRACING APPLIED TO FRONT SIDE OF WEBS. 0 0 ° CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. PERMANENT TRUSS BRACING SINGLE TRUSS BRACING (6)10d (4)12d TOE COMMONS NAILS (TYP.) 2x4 BLOCKING. FASTEN EACH END w/ (3)10d TOENAILS 2x4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/ 10d COMMONS@ 6" OC 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ (2)16d INTO BOTTOM "HORD OF EA, TRUSS. 2x4 BLOCKING. FASTEN EACH END W/ (3)10d TOENAILS GABLE END BRACING SCALE: 3/4" BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUSS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIREMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. 2x6 ANGLE BRACE (8)10d COMMONS BLOCK TO DBL TOP J PLT W/ (2)H2.5T ?NIn CTnPY NOTES: 1. THESE GUIDELINES APPLY TO UNIFORMLY LOADED BEAMS SELECTED FROM THE QUICK REFERENCE TABLES OR THE UNIFORM LOAD TABLES OR DESIGNED WITH LIDS DESIGN/SPECIFICATION SOFTWARE ONLY. FOR ALL OTHER APPLICATIONS, SUCH AS BEAMS WITH CONCENTRATED LOADS, PLEASE CONTACT YOUR LP®SOLIDSTART®ENGINEERED WOOD PRODUCTS DISTRIBUTOR FOR ASSISTANCE. 2. ROUND HOLES CAN BE DRILLED ANYWHERE IN AREA A"PROVIDED THAT: NO MORE THAN FOUR HOLES ARE CUT, WITH THE MINIMUM SPACING DESCRIBED IN THE DIAGRAM. THE MAXIMUM HOLE SIZE IS 1-1/2" FOR DEPTHS UP TO 9-1/4," AND 2" FOR DEPTHS GREATER THAN 9-1/4." 3. RECTANGULAR HOLES ARE NOT ALLOWED, 4. DO NOT DRILL HOLES IN CANTILEVERS WITHOUT PRIOR APPROVAL FROM THE PROJECT DESIGNER. 5. OTHER HOLE SIZES AND CONFIGURATIONS MAY BE POSSIBLE WITH FURTHER ENGINEERING ANALYSIS. FOR MORE INFORMATION, CONTACT YOUR LP SOLID START ENGINEERED WOOD PRODUCTS DISTRIBUTOR. 6. UP TO THREE 3/4" HOLES MAY BE DRILLED IN "AREA B"TO ACCOMMODATE WIRING AND/OR WATER LINES, THESE HOLES SHALL BE AT LEAST 12" APART. THE HOLES SHALL BE LOCATED IN THE MIDDLE THIRD OF THE DEPTH, OR A MINIMUM OF 3" FROM THE BOTTOM AND TOP OF THE BEAM. FOR BEAMS SHALLOWER THAN 9-1/4", LOCATE HOLES AT MID -DEPTH. 7. PROTECT PLUMBING HOLES FROM MOISTURE. 2x4 SYP#2 OUTLOOKERS © 24" O.C. H2.5T OUTLOOKER TO TRUSS TOP CHORD WALL SHEATHING UP GABLE END TRUSS. GABLE END ROOF TRUSS W/ DROPPED TOP CHORD 10D TOE NAILS @ 8" OC FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE j CS16 w/ (9)1Od EA END @ 48" I NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 TOP PLATE ELEV. co 11 W = II 1° 11 U 11 1°1 T -BRACE FASTENED TO 11 WEB w/ 12d @ 6"0. C. 101 T -BRACE TO BE THE 1 SAME SIZE, SPECIES, I°I AND GRADE AS WEB01 11 TO BE BRACED. I I (TYPICAL) I°1 11 LD� .1 (6)10d (4)12d TOE COMMONS NAILS (TYP.) 2x4 BLOCKING. FASTEN EACH END w/ (3)10d TOENAILS 2x4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/ 10d COMMONS@ 6" OC 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ (2)16d INTO BOTTOM "HORD OF EA, TRUSS. 2x4 BLOCKING. FASTEN EACH END W/ (3)10d TOENAILS GABLE END BRACING SCALE: 3/4" BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUSS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIREMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. 2x6 ANGLE BRACE (8)10d COMMONS BLOCK TO DBL TOP J PLT W/ (2)H2.5T ?NIn CTnPY NOTES: 1. THESE GUIDELINES APPLY TO UNIFORMLY LOADED BEAMS SELECTED FROM THE QUICK REFERENCE TABLES OR THE UNIFORM LOAD TABLES OR DESIGNED WITH LIDS DESIGN/SPECIFICATION SOFTWARE ONLY. FOR ALL OTHER APPLICATIONS, SUCH AS BEAMS WITH CONCENTRATED LOADS, PLEASE CONTACT YOUR LP®SOLIDSTART®ENGINEERED WOOD PRODUCTS DISTRIBUTOR FOR ASSISTANCE. 2. ROUND HOLES CAN BE DRILLED ANYWHERE IN AREA A"PROVIDED THAT: NO MORE THAN FOUR HOLES ARE CUT, WITH THE MINIMUM SPACING DESCRIBED IN THE DIAGRAM. THE MAXIMUM HOLE SIZE IS 1-1/2" FOR DEPTHS UP TO 9-1/4," AND 2" FOR DEPTHS GREATER THAN 9-1/4." 3. RECTANGULAR HOLES ARE NOT ALLOWED, 4. DO NOT DRILL HOLES IN CANTILEVERS WITHOUT PRIOR APPROVAL FROM THE PROJECT DESIGNER. 5. OTHER HOLE SIZES AND CONFIGURATIONS MAY BE POSSIBLE WITH FURTHER ENGINEERING ANALYSIS. FOR MORE INFORMATION, CONTACT YOUR LP SOLID START ENGINEERED WOOD PRODUCTS DISTRIBUTOR. 6. UP TO THREE 3/4" HOLES MAY BE DRILLED IN "AREA B"TO ACCOMMODATE WIRING AND/OR WATER LINES, THESE HOLES SHALL BE AT LEAST 12" APART. THE HOLES SHALL BE LOCATED IN THE MIDDLE THIRD OF THE DEPTH, OR A MINIMUM OF 3" FROM THE BOTTOM AND TOP OF THE BEAM. FOR BEAMS SHALLOWER THAN 9-1/4", LOCATE HOLES AT MID -DEPTH. 7. PROTECT PLUMBING HOLES FROM MOISTURE. 2x4 SYP#2 OUTLOOKERS © 24" O.C. H2.5T OUTLOOKER TO TRUSS TOP CHORD WALL SHEATHING UP GABLE END TRUSS. GABLE END ROOF TRUSS W/ DROPPED TOP CHORD 10D TOE NAILS @ 8" OC FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE j CS16 w/ (9)1Od EA END @ 48" I NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 TOP PLATE ELEV. J 11 W = z U Uj w Q ❑ � m un SPF#2 Uj Lp U 12 STUDS Lp .H (TYPICAL) LD� J rl Q � = c� z w w -H o J IST STORY Q TOP PLATE ELEV. = w -H J D LL_ -H ROOF SHEATHING 2x4 SPF#2 BLOCKING MAIN ROOF MEMBER. DO NOT: CUT, NOTCH, OR DRILL HOLES IN BEAMS/ HEADERS UNLESS REVIEWED BY DESIGN PROFESSIONAL EXCEPTION: SMALL HOLES MAY BE DRILLED IN ACCORDANCE WITH THE BEAM HOLE DETAILS. 8d RING SHANK NAILS AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW W/ (4) 12d NAILS OVERFRAME RAFTERS, SEE PLAN. RAFTER TO LEDGER W/ SIMPSON H3. LEDGER TO MAIN ROOF MEMBER W/ H3. NOT REQD IF RAFTER LENGTH < 48" ALT. TO BOTH H3 ABOVE PROVIDE MTS12 OR CS18 DIRECTLY BETWEEN OVERFRAMING RAFTER AND MAIN ROOF MEMBER. NOT READ IF RAFTER LENGTH < 48" NOTES: 1. USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, CRICKETS, ETC. 2. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 5 OVERFRAME LEDGER SCALE: 3/4" = 1'-0" INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED SPF#2 ON PLAN INFILL _ SPF#2 INFILL NOTES: 1. SPLICED MEMBER DOES NOT COUNT AS ADDITION STUD WHEN MORE THAN (1) FULL HEIGHT STUD IS SPECIFIED ON PLAN 2, FASTEN STUDS PLYS TOGETHER PER 1/SO.- STUD /S0."STUD SPLICING SCALE: 3/4" = 1'-0" r WALL STUDS OR FLOOR SYSTEM FRAMING-' SYP#2 LEDGER ATTACH TO ACH STUD OR TRUSS HEEL PER SCHEDULE BELOW LEDGER SIZE & NAILING 2x6 w/ 5-0.131x3" 2x8 w/ (3)0.131x3" PLUS (2)1/4 "OX02" SDS SCREWS 2x10 w/ (4)0.131x3" PLUS (2)1/4 "Ox4Y2" SDS SCREWS 2x12 w/ (6)0.131x3" PLUS (3)1/4 "Ox4Y2" SDS SCREWS MINIMUM O.C. SPACING FOR NAILING SCHEDULE ABOVE: 16" O.C. MIN WHERE LEDGER CONNECTS TO WALL STUDS. 24" O.C. MIN WHERE LEDGER CONNECTS TO FLOOR SYSTEM. NOTES: 1. SEE PLAN FOR SPECIFIC LEDGER SIZE 2. INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED ON PLAN 3. TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT S1 -OWN FOR CLARITY 1 LEDGER CONNECTION SCALE: 3/4" = 1'-0" OFFICE COPY Lou Pontigo and Associates. Inc. 4745 Sutton Park Ct. #204 Jacksonville, FL 32224 Ph:242-0908 FL: CA # 8344 A- 9.. ()A r rrrr CEN/SG `�s (�fTF STQ• �,. Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRAC TOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE IN I -ENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUM6EP. ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET 50.1 SfIEET 2 OF 11 J 11 W = z U Uj w Q ❑ � m un Uj Lp U 12 Lp LD� J rl Q � TYPICAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUM6EP. ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET 50.1 SfIEET 2 OF 11 F_-- ---- I I �6 4. I 3 S1.0 F2 I I PROVIDE 2-#4x4'-0" CORNER CRACK ---BARS AT- SLAB T; - SLAB MID-jDEPTH. (TYP �I i I�I I o i I I I I � ISI I - I 6 r I I F3.01 f ISOLATED FOOTING PER 1 /S1.0 6 2,0 ONO FOOTING TO STEMWALL w/ (2)#5x30" DOWELS I EPDXIED 6" MIN (TYP) y I I r" FOUNDATION PLAN SCALE: 316"=1'-0" 1 I I F3.0 MONO FOOTING TO STEMWALL w/ (2)#5x30" DOWELS EPDXIED 6" MIN (TYP) m 44 TYPICAL WALL FRAMING AND ANCHORAGE PER--\ CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. 24" (3)#5 HOOKED VERTICALS 8" O.C. 8" SYMBOLS LEGEND - - - DESIGNATES FOOTING LINE �w DESIGNATES SLAB RECESS FOOTING SCHEDULE w TYPE DEPTH WIDTH BOTTOM BARS F2.0 1'-0" 2'-O"x2'-0" (3) #5 EW F2.5 1'-0" 2'-6"x2'-6" (3) #5 EW F3.0 1'-O" 3'-0"x3'-0" (3) #5 EW F3.5 1'-0" 3'-6"x3'-6" (4) #5 EW F4.0 1'-4" 4' -0"x4' -O" (4) #5 EW GENERAL FOUNDATION NOTES 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. SEE ARCH FOR DIMENSIONS 2. SEE GENERAL NOTES AND SPECIFICATIONS ON SO.0 FOR FEATURES NOT INCLUDED WITHIN THIS PLAN. 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES 4. SOIL AND FILL COMPACTION SHALL BE IN ACCORDANCE WITH GENERAL NOTES AND SPECIFICATIONS PROVIDED ON SO.O TYPICAL MONO - FOOTING NOTES, SEE DETAIL 1 /S1.OA. ISOLATED FOOTING DETAIL Q 0 CONCRETE FTG. SIZE AND REINFORCING SPACING PER PLAN. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I OFFICE COPY Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. 4204 Jacksonville, FL 32224 Ph:242-0908 F L: CA .# 8344 N 53 ST OF 6Q- rrnuunuu�" Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION PLAN DONOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REED R TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOG NUMBER ERG[ -19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S1.0 SHEET 3 OF 11 �w U w U Q LLJ 0 nol m Ue) F_ LLJ Ln U rV Lin f2- Z C7 ^ J 0 Q LD FOUNDATION PLAN DONOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REED R TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOG NUMBER ERG[ -19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S1.0 SHEET 3 OF 11 io (1)#5 CONT, PROVIDE CORNER BARS PER GENERAL NOTES ON SO.0 (TYP) 12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. SLAB ON 17 GRADE SEE PLAN GRADE OR CONC. SLAB, SEE PLAN. DOWEL TO MATCH VERT. STEMWALL REINFORCING (SEE STEMWALL SCHEDULE CMU REINFORCING COURSES f' ,STEMWALL SCHEDULE) w/ 6" 1 TO 6 #5 VERT. @ 48" OC 7 TO 10 #5 VERT. @ 24" OC 11 TO 12 #5 VERT. @ 8" OC STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. > 4" WIDE -. f' ,STEMWALL SCHEDULE) w/ 6" 2x6 WALL: 7 WIDE CONIC CURB =Z MIN. OOK INTO FOOTING. LAP VERT (1)#5 CONT., EXTEND �mw "REINFORCING 25" IF STEMWALL ' 8" C MU OPEN BOTTOM LINTEL CORNER BARS 48' -' 1S GREATER THAN (3) COURSES. Ln U 0� BLOCK w/ (1)#5 CONT BEYOND CURB Un f= -Z� _ 3" �` \ f .� #3 48 O.C. CLR ' OR ROD CHAIRS � 10"d x 20"w (1)STORY W/ (2)#5 CONT SLAB ON 12"d x 24"w L (2)STORY W/ (2)#5 CONT NOTE: 1. ALL STEMWALL CELLS SHALL BE GROUT SOLID PER MATERIAL SPECS ON S0.0 2. BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE IN FOOTING SIZE TYPICAL STEMWALL AND FOOTING SCALE: 3/4" = 1'-0" SLAB ON GRADE SEE PLAN STEP, SEE ARCH SLAB RECESS SCALE: 3/4" = 1'-0" SLAB ON GRADE SEE PLAN i 77 SEE 1 /S1.OAl", FOR STEM°;IJALL AND FTG SPECS_ � (1)#5 CONT, SLIGHTLY OFF CENTER TO ALLOW SOLE PLATE ANCHOR INSTALLATION #3 HAIRPIN TIES w/ 180° HOOK @ TOP AND 4" HOOK 2x4 WALL: 4" WIDE CONC CURB EMBEDDED 5" IN FTG, 2x6 WALL: 7" WIDE CONIC CURB SPACE @ 18" OC, SEE ARCHSEE ARCH 8" MAX 8" MAX SLAB ON GRADE SEE PLAN CLR #3 @ 48" OC OR ROD CHAIRS 8)dx2 "w 8 "x2(1)STORY W/ (2)#5 CONT 0"w (2)STORY W/ (2)#5 CONT IMPORTANT NOTE: INCREASE ALL THREADED ROD EMBEDMENTS TO 8" @ CURB LOCATIONS NOTE: 1. CONTACT EOR IF CURB EXCEEDS 8" MAX SHOWN MONO. FOOTING w/ CURB SCALE: 3/4" DETAIL A 1" DEEP SAWCUT SLAB ON GRADE -- SEE PLAN NOTES: 1. PROVIDE SAWCUTS TO CREAT AN APPROXIMATE 12'x12' MAX GRID 2. SAWCUT SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT 2 SAWCUT 1.0 SCALE: 3/4" = 1'-0" EXPANSION JOINT MATERIAL DETAIL B STEMWALL w/ FLOATING SLAB SCALE: 3/4" = 1'-0" OVERLAP SIDEWALL TOP PLATE STEP PER ARCH SLAB ON GRADE _.�- : _.'•-�-:� SEE PLAN CLR 'C�r- #3 @ 48" OC OR ROD CHAIRS 8"dx16"w (1)STORY W/ (2)#5 CONT 8"dx20"w (2)STORY W/ (2)#5 CONT NOTE: I. BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE IN FOOTING SIZE MATCH DOOR EXPANSION JOINT WIDTH PER ARCH MATERIAL 3/4" RECESS PAVEMENT BY BUILDER SLAB ON Z: J- I �1 GRADE _ .. SEE PLAN 3 CLR 12"dx12"w W/ (2)#5 CONT DETAIL B SLAB ON GRADE SEE PLAN �k— 8"dx8"w W/ (1)#5 CONT DETAIL A INTERIOR BEARING STEP FOOTING 4 THICKENED EDGE SCALE: 3/4" = 1'-0" S1.0 SCALE: 3/4" SHOWER PAN SLOPES TO DRAIN, SEE ARCH 2x4 WALL: 4" WIDE CONIC CURB PLAN. MAINTAIN 4 2x6 WALL: 7 WIDE CONIC CURB =Z MIN. SLAB THICKNESS. (1)#5 CONT., EXTEND �mw SEE 6/S1.0A 8" C MU OPEN BOTTOM LINTEL CORNER BARS 48' Ln U 0� BLOCK w/ (1)#5 CONT BEYOND CURB Un f= -Z� _ INTO SLAB (TYP.) SEE ARCH FOR DIMENSI N 8" CMU STEMWALL W/ Q � `' SLAB ON #4 VERTICAL DOWEL @ a, I GRADE 24" O.C. 90° BEND INTO FTG. 8" CMU' STEMWALL W / (1)#5 VERTICAL DOWEL — �_ _ _rW , SEE PLAN. SLAB ON GRADE SLAB ON --- -7-7 - - oo GRADE - a SEE PLAN 3' v CLR #3 © 48" OC OR ROD CHAIRS 8"dx16"w (1)STORY W/ (2)#5 CONT 8"dx20"w (2)STORY W/ (2)#5 CONT INTERIOR BEARING FOOTING SCALE: 3/4" = 1'-0" 8" CMU OPEN BOTTOM LINTEL BLOCK w/ (1)#5 CONT STEP, SEE ARCH DRILL & EPDXY #3 @ 18" 12" HOOK OC & BEND DOWN INTO INTO SLAB. STAIR. POUR STAIRS W/ SECONDARY POUR w/ 6 HOOK EMBEDDED \\r\ ' ,l' /�jh \ SEE PLAN rj�jl\ \� / \i � /1 #3 @ 18" OC 9" IN FTG, SPACE - \,\���\/ �\ 1 X�%�/i� ���� �� �� DOWELS BENT ,> 24, 00 41 SE+E 1 S 1.0 A FOR FTG SPECS • X1 - SEE 1 /S1.QA \ , FOR FTG SPECS,,-" H2.5T TOP & BOTTOM @ 32" 0. C. _.:.: r... . v.. . ...., a..,.0 ALWAYS PLACE HEADER AT �. TOP OF ROUGH SHOWER CURB AT EDGE WALL SCALE: 3/4" = 1'-0" FULL HEIGHT ANCHOR .. OPENING SHEATH BOTH 1 SIDES OF WALL MIN. (3)2x12 HEADER DETAIL A (2)MS FA24 1 (U.O.N.) ON PLAN, EXTEND HEADER TO i (2)2x6 SPF FAR SIDE OF WALL # AS SHOWN. 011 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER (3)2x6 I CORNER 1” BELOW GARAGE HEADER JACKS I ON EXTERIOR STUD (TRIMED AS AND (1) _ : SHOWN NOTE: SHEATING IS ON EA. KING. SIDE OF WALL 1 FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. a 1 DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 1 1 1 1 5/8"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN "- - - STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. THICKENED SLAB EDGE GARAGE WING WALL ELEVATION NOTES AT GARAGE OPENING. 1. STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. 2. ALWAYS PLACE GARAGE: HEADER AT TOP OF ROUGH OPENING. GARAGE PORTAL FRAMING SCALE: .5/4 = 1'— 0 ANCHOR PER 1 JACK STUDS KING STUDS INTO STAIRS. SEE 1 /S1.0A FOR STEMWALL <4" MIN. AND FTG SPECS _ _—GRADE C EXTEND TYP. FTG @ STAIRS & PROVIDE #4@ 18" O.C. E.W. CONCRETE STAIRS 1.0 SCALE: 3/4" = 1'-0" H ?.5T STRAP 32" O.0 ALWAYS PLACE HEADER AT TOP OF ROUGH ATTACH GARAGE OPENING DOOR THRU UPRIGHT BUCK (3)2x STUD CORNER P.T. SOLE PLATE SOLE PLATE ANCHOR EACH SIDE, INTO JAMB STUDS WITH ANCHOR %"OxV2 " LAG PER PLAN. SCREWS EVENLY SPACED @ 10" O.C. CURB/STEMWALL BELOW WING WALL SECTION �6 THICKENED LAB EDGE AT GARAG OPENING. TYPICAL GARAGE HEADER/JACK CONNECTION �)U/AL_t: -)/4 = 1 —U OFFICE COPY Lou Pontigo and Associates. Inc. 4745 Sutton Park Ct. 4204 Jacksonville, FL "32224 Pn:242-0908 FL CA # 8344 pAa��gN1144444111141di/llp„pp p p V No. 33 STAT F �a tv Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 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 DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. / FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR � CONTACT l HE E.O.R LPA JOB NUMBER. E RG I -19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S1.OA SPIFFY 4 OF 11 w =Z wQ� LLJ �mw Ln U 0� Un f= -Z� Q � FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR � CONTACT l HE E.O.R LPA JOB NUMBER. E RG I -19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S1.OA SPIFFY 4 OF 11 Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FL 32224 Ph: 242-0908 FL: CA# 8344 4�' No. 3 OF R 1� < OW - Luis • .. L .N��,� NA Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALLCONTACTLOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE IN FENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS_ ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IST LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOG NUMGEP, ERG 1-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET SIA SHEET 5 OF 11 LL w -U 7 Z U Lu W Q 0 �LLJ m W L,r) U Q� Un f= -Z L9 ^ J LD L9 Q IST LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOG NUMGEP, ERG 1-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET SIA SHEET 5 OF 11 SLOPE CUT OUTSIDE PL` ONLY. MIN 12" HEEI SHED ROOF AND BRACKET PER 1/S1.2 OMIT TRUSS F09 AND REPL (2)24" LVL BELOW SHEf (2)2x6 BLOCKING W/IN TRUSS. EACH END TO TRUSS NAILER V D 2ND LEVEL FLOOR Ft LOW ROOF FRAMING PLAN SCALE: 3/6"=V-0" GABLE kCE PER 'E CUT OUTSIDE PLY MIN 12" HEEL TANT NOTE TRUSS F00 AND FRAME (2)2x6 FULL HEIGHT S (EACH SIDE OF HEADER) CONTINUOUS FROM 1ST _ TOP PLATE TO 3RD LEVEL TOP PLATE. (OMIT S F00) FASTEN TOP OF FULL HEIGHT STUD W/ i50 AND BASE W/ (2)LS50 AND (2)CS18 'OOF RAFTER @ 24" OC. FASTEN TO :R W/ LS50 AND BEAM W/ (1)H2.5T 3YP#2 LEDGER. FASTEN w/ (4)Y"x4Y" SCREWS PLUS (4)10d EACH STUD P. MAX 16" OC PORCH CEILING SHEATHING, SEE TABLE 8/SO.0 2x6 SYP#2 LEDGER w/4 -12d COMMOf @ 16" 0. ROOF SHEATHIN 2x4 SPF#2 RAFTER @ 24" 0.( (2)2x8 SYPh 3-12D TOENAIL 4x4 HORIZONTA Y2"x6" LAG SCRE 4x4 DIAGONA Y2"x8" LAG SCRE` RECESSE 4x4 VERITCA SYMBOLS LEGEND HTS16 I DESIGNATES UPLIFT CONNECTOR ROOF FRAMING NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAM NG SPECS SEE SHEET SO.0 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)124 TOENAILS & (1)SIMPSON H2.5T PER 1/S2.1, UON ON PLAN 3. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPSON (1) SDWC15600 SCREW PER MANUFACTURE INSTALLATION SPECIFICATIONS 4. WHEN USING (2)SIMPSON CLIPS ON 1Y" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER TO AVOID SPLITTING WOOD. SHED ROOF -EDGER, FASTEN D 16" OC EDGER W/ FASTEN WALL TO BEAM BELOW PER PLAN. SUBSTITUTE CS18 FOR HTS16 AS NEEDED �E RAFTERS FASTEN FLOOR SHEATHING TO LEDGER / OVERFRAME w/10d COMMON @ 6" O.C. /S0.1 2x6 LEDGER. FASTEN W/ (5)10d @ 12" OC---,, IIS FLOOR TRUSS SEE PLAN.— BEAM SEE PLAN. DOUBLE TOP PLATE (2)LS50 ANGLE X8" LAG SCREW CESSED INTO 6 POST —10d TOENAILS 6x6 POST (2)LS50 ANGLE BOTTOM PLATE AND BRACKET EXTERIOR 2ND STORY WALL. WALL SHEATHING CONT TO 2ND LEVEL SOLE PLATE. ADJACENT ROOF TRUSS, ATTACH TO 2ND LEVEL WALL PER 5/S2.1 SLOPE CUT OUTSIDE PLY ONLY. MIN 12" HEEL RECESSED BEAM IN WALL ABOVE THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OFFICE COPY Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FL 32224 Ph: 242-0908 FL: CA # 8344 PO �t se ° V V'D STAT OF OR1pP Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 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 DOCUMENTS. ANY FIELD ALTER, -\TIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR NSPECTION FEES. 2ND LEVEL FLOOR & LOW ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR \ CONTACT THE E.O.R. LPA J06 NUM6ER ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAI' DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S1.2 ,, SHEET 6 OF 11 LL w U � U W W Q 0 � m W Ln U CZ F- Ln l=- Z 0 ^ J LD j2 Q � 2ND LEVEL FLOOR & LOW ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR \ CONTACT THE E.O.R. LPA J06 NUM6ER ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAI' DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S1.2 ,, SHEET 6 OF 11 a it SHEATH WALL CONT THRU LOW ROOF TO 2ND LEVEL SOLE PLATE STRAP HEADER PER 6/S2.0 N I 0 N I �\ I �I ii 00 x --JJ N < N N Q� M O:f Cr - L -j i 00 N N J � _�� <o� Ed 00 0-m 8 Of o w S2.1 SHEATH WALL CONT THRU LOW ROOF TO 2ND LEVEL SOLE PLATE Q 00 x N N 1-1 N 0 X N ro 0 N �I STRAP WALL TO BELOW PER 4/S2.2 SW 1 I 2)CS18 S1.2 (2)CS18 -- --- ---- --------- --- - _ - _ _ _ - ---- _ (2)2x6-1 /1 CN{ r TRUSS B24 ABOVE -1 -- - -- -- -- �, -(-= TRUSS B23 ABOVE TRUSS '14K_AB0 - SW_> (2)2x6 (2)CS18 TR 0 1 -- 1 \ OPEN IMPORTANT NOTE (2)2x6 HEADER. HANG FROM (2)2x6 FULL HEIGHT STUDS (EACH OSB WALL- _ SIDE OF HEADER) W/ HUC26-2. FRAME CONTINUOUS FROM 1ST \ II` LEVEL TOP PLATE TO 3RD LEVEL TOP PLATE. (OMIT TRUSS F00) SHEATHING-- 1 FASTEN TOP OF FULL HEIGHT STUD W 2 ,1, S W \ (2)LS50 AND (2)CS18 / OLS50 AND BASE W / { \ C) _ { I i TR ��= (2)CS18 FASTEN TOP OF / WALL PER DETAIL i =�J i 3/S2.1 CO I r X STRAP HEADER PER 6/S2.0 STRAP HEADER �- '- PER 6/S2.0 00 (2)2x6 (2)2x6 TR 2 CS18 TRUSS B22 ABOVE �, ) � 1 /� (2)CS18 (2)CS18 SW (2)2x6 -1/1x 5 ' N L(2)2x6-1 /1 -_-------------- (2)I2x6-1 /1 (2)CS,18 SW SW I STRAP WALL TO BELOW PER 4/S2.2 2ND LEVEL WALL FRAMING PLAN SCALE: 3/s =1'-0" N N Cn LO Of LTJ a- 0 J W m 0 _J J a - Q Of SYMBOLS LEGEND DESIGNATES SHEAR WALL. THE DASHED LINE Sw APPLYS TO INTERIOR SW'S AND DESIGNATES THE SIDE OF THE WALL THE SHLATHING IS TO w BE APPLIED. FASTEN W/ 8d COMMON @ 3" O.0 U EDGE, 6" O.C. FIELD, SEE DETAIL 1/S2.2 (2)2x6-1/1 DESIGNATES HEADER SIZE, NUMBER OF PLIES, AND NUMBER OF JACK/KINGS REQUIRED EACH END OF HEADER L(3 )2X6 ULNUNATES NUMBER OF STUDS IN STUD COLUMN 1 CS18 DESIGNATES STRAP OR ANCHOR AT BASE OF STUD COLUMN* * WHEN (TR) DASH IS INDICATED ON PLAN, ADJACENT FULL HEIGHT ROD IS USED FOR UPLIFT TIE DOWN '' DESIGNATES INTERIOR LOAD BEARING WALL DESIGNATES BEAM OR TRUSS ® %"O A307 THREADED ROD TERMINATES AT FIRST LEVEL TOP PLATE, SEE DETAIL 2/S2.2 ®5 %"0 A307 THREADED ROD TERMINATES AT FIRST LEVEL TOP PLATE, SEE DETAIL 2/S2.2 x 8"O A307 THREADED ROD TERMINATES AT SECOND LEVEL TOP PLATE, SEE DETAIL 2/S2.2 X5 %"0 A307 THREADED ROD TERMINATES AT SECOND LEVEL TOP PLATE, SEE DETAIL 2/S2.2 e DESIGNATES LTT20B. SEE DETAIL 7/S2.1 0 DESIGNATES DTT2Z. SEE DETAIL 7/S2.1 A DESIGNATES HTT5. SEE DETAIL 7/S2.1 (1)CS18DESIGNATES CS18. FASTEN PER DETAIL BELOW STUD SIZE AND SPACING LOCATION PLATE HEIGHT WALL STUD SCHEDULE EXTERIOR 9'-1" MAX 2x4 OR 2x6 @ 16" O.C. EXTERIOR 10'-1" MAX 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. EXTERIOR 14'-0" MAX 2x6 @ 16" O.C. INTERIOR 10'-0" MAX 2x4 OR 2x6 @ 16" O.C. L��ERIOR 12'-0" MAX 2x4 @ 12" O.C. OR 2x6 @ 16 O.C. WALL STUD NOTES: 1. WALL STUDS SPECIFIED ON PLAN SUPERCEDE THIS TABLE 2. MIN STUD SIZE AND SPACING IS SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQMTS 3. ALL STUDS AND POST SHALL BE SPF#2, UON 4. USE SYP#2 FOR TOP PLATES 5. USE SYP#2 PT FOR BOTTOM PLATES 6. FASTEN BOTTOM PLATES OF INTERIOR LOAD BEARING WALLS TO SLAB W/ 16d MASONRY CUT NAILS @ 16" O.C. SEE 4/S2.0 FOR TYPICAL AND SW SOLE PLATE ANCHORS GENERAL FRAMING NOTES 1. SEE DETAIL 3/S2.0 FOR TYPICAL WALL FRAMING ELEVATION 2. SEE SHEET SO.0 FOR SHEATHING SPECIFICATIONS 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADERS, STUD COLUMNS, ETC.) FASTEN PLIES PER DETAIL 1/SO.1 4. AT SHEAR WALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 3 AND 4/S2.1 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE DETAIL 3A/S2.1 6. UNLESS OTHERWISE NOTED, PROVIDE STUD COLUMNS BELOW ALL MULTI -PLY BEAMS AND GIRDERS THAT MATCH BEAM/GIRDER PLIES. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AND EQUAL SIZED STUD COLUMN ON FIRST LEVEL IF STUD COLUMN IS LOCATED ABOVE 2ND LEVEL WALL FRAMING o = w Ljjz J NO NAILS REQUIRED �- IN CLEAR SPAN FLOOR7LEVEL TRUSSESoOR JOIST.w1S WALL FRAMING CS18 STRAP w/ 11" END LENGTH. FASTEN THIS END w/ (9)104. - CS18 (PLAN DESIGNATION) OFFICE COPY Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FL 32224 Ph: 242-0908 FL: CA # 8344 �i 11 9 S E OF Q NAL Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 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 DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2ND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMC,EP. ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAI' DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S1.3 SHEET 7 OF ll � w U w U Q Lu 0 LIJ � m w � U 0� Lf) I= - Z 0 J � Q � 2ND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMC,EP. ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAI' DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S1.3 SHEET 7 OF ll r SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTOi ROOF FRAMING NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING SPECS SEE SHEET SO.0 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS & (1)SIMPSON H2.5T PER 1/S2.1, UON ON PLAN 3. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPSON (1) SDWC15600 SCREW PER MANUFACTURE INSTALLATION SPECIFICATIONS 4. WHEN USING (2)SIMPSON CLIPS ON 1%" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER TO AVOID SPLITTING WOOD. OFFICE COPY Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FL32224 Ph: 242-0908 FL: CA # 8344 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL HELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR NSPECTION FEES. — — — — — — — — — — — — — — — — — — — — — — — — — w -, U F' LU U w Q o � LIJ m W Ln I � � 2x6 PT STRUCTURAL FASCIA, � I 04 i=- Z L7 J j2L/ Q LD CJ49 i FASTEN TO EACH RAFTER W/ HIP TO WALL W/ LS30 (TYP) SIMPSON HCP2 04 S2.1 CJ48 AND (1)HTS16) (2)HTS16 t B24. -- r- -J -` 1 .- HG1 Is 10- B23 j (TYP 4 CORNERS) i Lss HTU26 HTu26 1^ M60 / - - r \Q!L^ 2x6 ROOF RAFTER @ 24" I (2)HTS16 ( ) w- --- —� " �' Z �� I p I �� OC. FASTEN TO HIP W/ L57 HTU26 ! - / / Q +7 i \\o �\ _. LS50 AND WALL W/ LSfi L55 HTU26 + HTU26- -- / OPEN � U- _ �1�, / (1)H2.5T AND (1)LS30 1 ' HTU2 (2)HTS16 j ,� CD / /'fop 0+ f2 J� I HIP T C 2 2x10 RIDGE S2.1 L54 HTU26 :_� /i I _ �`���� +/O ' W/ SIMPSON HHRC44 B!6, _. .. - I (TYP 2 INTERSECTION S I B 17 FOYER ROOF FRAMING PLAN i B18 I SCALE: /s =1 —0 L------------------------ B20 I (2)HTS16 B21�� �I (2)HTS16 B22 CJ47 r- HT 26 --1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I w vI; I - - - _ � TYP I C748 ! HT1 26 27 SHEATH WALL CONT 5 OOOF TO S2.1 CJ49 bTE _ 3RD LVEL SOLE LATE \ STRAP WALL PER 4/S2.2 IMPORTANT NOTE 1 (2)2x6 HEADER. HANG (2)HTS16 l l 1 I I \26 — - --=- FROM (2)2x6 FULL C25 I la x HEIGHT STUDS (EACH S2.1 N N I ' SIDE OF HEADER) W/ Cf)• Ir HUC26-2. FRAME I ` CONTINUOUS FROM 1ST 2x6 OVERFRAME RAFTER 4 j a I' !' II LEVEL TOP PLATE TO AND LEDGER SO.1 PER 5/S0.1 I l Li 3RD LEVEL TOP PLATE. Q II (OMIT TRUSS F00) FASTEN TOP OF FULL i a I HEIGHT STUD W Cn (2 2x6-1/1 5 (2)LS50 AND BASE W/ (2)LS50 AND (2)CS18 2ND LEVEL ROOF FRAMING PLAN -- -- -- ----- �— SCALE: sjs,>=1'-0" I � I SW I I I FOYER WALL FRAMING I PLAN I� SCALE: 3/s'=V-0" r SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTOi ROOF FRAMING NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING SPECS SEE SHEET SO.0 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS & (1)SIMPSON H2.5T PER 1/S2.1, UON ON PLAN 3. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPSON (1) SDWC15600 SCREW PER MANUFACTURE INSTALLATION SPECIFICATIONS 4. WHEN USING (2)SIMPSON CLIPS ON 1%" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER TO AVOID SPLITTING WOOD. OFFICE COPY Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FL32224 Ph: 242-0908 FL: CA # 8344 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL HELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR NSPECTION FEES. 3RD LEVEL FLOOR AND LOWER ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER E RG I-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET SIA `SHEET 8 OF 11 LjL w = U F' LU U w Q o � LIJ m W Ln U r)ol Lf) i=- Z L7 J j2L/ Q LD 3RD LEVEL FLOOR AND LOWER ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER E RG I-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET SIA `SHEET 8 OF 11 yq PERMANENT TRUSS ROOF SHEATHING, TABLE 12: WINDOW SILL._ SCHEDULE BRACING BY SEE TABLE 6/SO.0 OTHERS (TYP) ROUGH SPF#2 SILL I SILL PLATE TO JACK SEE 1/S2.1 OPENING PLATES STUD CONNECTION EE PLATE TO HEADER: LSTA18 LESS THAN 4'-4" MIN 1 2x4 @ 24" OC, NOT REQUIRED -- SEE 1/S2.1 () (4) 10d TOE -NAILS AT GABLE ENDS OR 4'-5" TO 6'-4" MIN (2) 2x4 (5) 10d TOE -NAILS OPENINGS LESS THAN 24" 75<7 1 6'-5" TO 8'-4" MIN (3) 2x4 (1) A34 8'-5" TO 12-'x- 0" MIN (3) 2x6 (1) A35 KING STUD TO TOP PLATE: GREATER THAN 12'-0SEE PLAN SEE PLAN LSTA18. NOT REQUIRED AT GABLE S2.0 1 ENDS OR OPENINGS LESS THAN 48" S2.1 'LIFT )NNECTOR R PLAN LL HEIGHT )LD DOWN E PLAN FOR CATIONS WALL SHEATHING, SEE TABLE 5/SO.0 (TYP) FULL HEIGHT -D DOWN SEE FLATWISE 2x4 BLOCKING PLAN FOR ONLY REQD @ SHEAR LOCATIONS WALLS AND WALLS W/ BRITTLE FINISH (TYP) -ERIOR BEARING ,LL: SEE PLAN R STUD SPACING SEE 5/S2.1 SHEATH CONTINUOUS THRU LOW I ROOF ONLY REQD WHERE NOTED ON PLAN AN L_ _ J 16d COMMON 16d COMMON DOR SHEATHING, @ 8" O.C. @ 8" O.C. - TABLE 7/SO.0 rp) SEE PLAN FOR STRAPPING SEE 2/S2.1 1 I I I 1 1 1 I L_J J _ID BLOCKING TRUSS CONNECTORS HIN FLOOR BY OTHERS TYP STEM TO MATCHT ( ) )D COLUMNS )VE SECOND FLOOR WALL OVER BEAM/GIRDER -RIOR BEARING _L: SEE PLAN STUD SPACING FLOOR BEAD OR GIRDER PER PLAN NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS. SEE PLAN FOR STUD SIZE AND SPACING REQUIREMENTS 2. USE SYP#2 FOR ALL HEADERS, BEAMS, RAFTERS, AND JOISTS 3. USE SYP#2 FOR ALL TOP PLATES AND BOTTOM PLATES. USE SYP#2 PT FOR BOTTOM PLATES THAT BEAR ON CONCRETE SLAB MASONRY CUT 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT _S @ 48" O.C. TO ROOF OR FLOOR BEARING ELEVATION UON )ITIONAL 5. FASTEN INTERIOR BEARING WALL BOTTOM PLATES TO HORS REQD @ SLAB W/ 10d MASONRY CUT NAILS @ 48" O.C. 'HORS SEE ADDITIONAL ANCHORS REQD @ SHEAR WALLS. SEE N PLAN SEE S1.OA I � I I � � 1 L-- - - - - - - - - - - - - J L -------J 2 -STORY INTERIOR 2 -STORY EXTERIOR WALL LOAD BEARING WALL (SIM AT (I)STORY (SIM AT 1)STORYI TYPICAL WALL SECTIONS SCALE: %4" = 1'-0" TABLE 13: SOLE PLATE ANCHOR SCHEDULE ANCHOR TYPICAL SHEARWALL WASHER EMBEDMENT EDGE EDISTANCE DISTAEDGE TYPE SPACING SPACING SIZE DEPTH 2x4 WALL 2x6 WALL 3/"0 TR 40" OC 16" O.C. 2"x2"xY8" 3Y2" 13/4" 23/4" Y2"0 TR 48" OC 24" O.C. 2"x2"xY8" 3Y2" 13/4" 23/4" EDGE DISTANCE, WASHER SZE, SEE SEE TABLE ABOVE TABLE ABOVE Y8" GAP EMBEDMENT DEPTH, SEE TABLE ABOVE ANCHOR TYPE AND SPACING, SEE TABLE ABOVE SECTION VIEW NOTES: 1. ANCHORS REQD AT ALL EXT WALLS, PLATE BREAKS, AND KING STUDS SOLE PLATE ANCHOR ASSEMBLY AND SPACING SCALE: 3/4" SE ROOF SHEATHING, L-------� 1 -STORY EXTERIOR WALL FULL HEIGHT ANCHOR TRUSS TO PLATE: H2.5T PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 6/S2.0 FOR PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 6/S2.0 FOR INSTALLATION TRUSS TO PLATE: H2.5T CONVENTIONAL STRAPPING WHERE _ NOTED ON PLAN INSTALLATION HEADER PLACED HEADER PLACED AT OUTSIDE FACEAT OUTSIDE FACE OF WALL OF WALL WINDOW SILL PER WINDOW SILL PER TABLE 12/S2.0 TABLE 12/S2.0 2x4 WALL 2 6 WA x LL CONDITION CONDITION NOTES: 1. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 48" OR LESS OR LESS OR WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE 2. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 24" OR LESS 3. ALL HEADERS SHAhL BE SYP#2 TYPICAL HEADER DETAIL SCALE: SYP#2 DOUBLE TOP PLATE. FASTEN TOGETHER W/ (3) ROWS 10d @ 12" O.C. STAGGERED ARC r iED TRANSOM OPTION• 2x_ SP1=#2 DIAGONAL BLOCKING FASTENED W/ (3)10d EE TYP. SHEATH!N4:"!MAY EXTEND 2" PAST BLOCKING. WINDOW ATTACHMENTS ATWISE 2x4 BLOCKING MUST ANCHOR INTO 2x- MATERIAL. ILY REQD @ SHEAR ELLS AND WALLS W/ ITTLE FINISH (TYP) LL HEIGHT )LD DOWN E PLAN FOR CATIONS LL SHEATHING, E TABLE 5/SO.0 (P) STUD BELOW LOWER TOP PLATE AT BREAK NOTES: 2x4 BLOCKING @24" O.C. FASTEN EE w/ (3)1Od TOENAILS OVER LAP DOUBLE TOP PLATES ORTHOGONAL VIEW OF CORNER (4)10d 1DENOTES 10d @ 6" O.C. VERTICAL, UON 2. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WALL INTERSECTION 3. DENOTES FULL HEIGHT HOLD DOWN, SEE PLAN CONDITIONS 4. OVERLAP TOP PLATES AT CORNERS & INTERSECTIONS 5. SOLE PLATE ANCHOR NOT REQD WHEN BASE ANCHOR IS INSTALLED TYPICAL CORNER. Et INTERSECTION FRAMING SEE TABLE 9/SO.0 FOR 2 TYPICAL TOP PLATE TO :) STUD CONNECTION S2.0 FULL HEIGHT HO DOWN SEE PLAN WINDOW HEAD FOR LOCATIONS AND SILL. SEE TABLE 12/S2.0 TYPICAL WALL ELEVATIONS O O CORNER CONDITIONS NN !1 1Y2" MIN 12" MAX WINDOW HEAD I I I AND SILL. SEE PLAN R SEE TABLE WALL STUD SIZE 12/S2.0 AND SPA I G SEE TABLE 9/S 0O FOR TYPICAL SILD LSTA18 @ 32" O.C. (MIN 3 STRAPS PER HEADER) TO BOTTOM PLA --E CONNECTION MSTA24 CONVENTIONAL STRAPPING WHERE NOTED ON PLAN SEE FRAMING PLANS FOR HEADER AND JACK/KING STUD SPECIFICATIONS TYPICAL SOLE PLATE BREAK. TYPICAL SOLE PLATE ANCHOR. SEE 4/S2.0 ANCHOR REQD AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS, PLATE BREAKS, AND KING STUDS TABLE 14: HEADER STRAPPING SCHEDULE KEYNOTE CONNECTOR A LSTA18 @ 32" O.C. (MIN 3 STRAPS PER HEADER) B LSTA18 KING STUD TO TOP PLATE C MSTA24 D FULL HEIGHT OR KING STUD E, -SE ANCHOR, SEE PLAN* * STRAP STUDS TO BELOW W/ (2) CS18 IF HEADER IS LOCATED ON 2ND LEVEL STUDS IF NOTED ON PLAN WHEN 6 HIGH UPLIFT HEADER STRAPPING .i n-rrn 7` ' "/\S2.0/ TYPICAL TOP PLATE BREAK. TYPICAL TOP PLATE SPLICE: MIN 48" W/ MIN (16) 10d EVENLY SPACED SEE FRAMING PLANS FOR HEADER AND JACK/KING STUD SPECIFICATIONS II FULL HEIGHT HOLD DOWN SEE PLAN FOR ,LOCATIONS 2 S2.1 FASTEN CRIPPLES EA END W/ (2) 10d TOE -NAILS (TYP) SEE TABLE 9/SO.0 FOR TYPICAL STUD TO BOTTOM PLATE CONNECTION II SYP#2 PT BOTTOM PLATE OFFICE COPY Lou PontiSo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FL 32224 Ph: 242-0908 FL: CA # 8344 „11111111 i... JN ENS"...G0 . v N 11 ,A ST OF . X42 \�``,, ���/1111111111111j1 Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE 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 DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. (5)1Od TO LSTA18 WRAPPED FROM TOP PLATE HDR OVER TOP PLATE - (5)10d TO HEADER HEADER, U SEE PLAN PLYWOOD BLOCK BEHIND WALL LSTA18, FASTEN TO SHEATHING HEADER W/ (6)10d 2x4 WALL LSTA18 WRAPPED FROM (5)1Od TO HDR OVER TOP PLATE f TOP PLATE (5)10 TO _ HEADER HEADER, 2x6 BLOCKING + PLY SEE PLAN WOOD FLITCH BEHIND LSTA18, FASTEN EACH PLY WALL TO HEADER W/ (6)10d SHEA-HING 2x6 WALL LSTA INSTALLATION OFFICE COPY Lou PontiSo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FL 32224 Ph: 242-0908 FL: CA # 8344 „11111111 i... JN ENS"...G0 . v N 11 ,A ST OF . X42 \�``,, ���/1111111111111j1 Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE 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 DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR \ CONTACT THE E.O.R. LPA JOB NUMBER ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET Sz.o SI -IFFY 9 OF lJ iJi w U U Uj w Q 0 C? mw LpLn U � = Q U Q � FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR \ CONTACT THE E.O.R. LPA JOB NUMBER ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET Sz.o SI -IFFY 9 OF lJ SIN FULL H ANCHOR, JLL PLAN HEEL < 5" SIMPSON H2.5T FULL HEIGHT ANCHOR, SEE PLAN 2x— SPF BLOCKING 2x4 BLOCKING BETWEEN EA RIPPED TO FIT WITH TRUSS. FASTEN EA END W/ GAP SHOWN (3) 10d TOE—NAILS �I EXTEND SHEATHING SHEATHING MAY VERT TO TOP OF TERMINATE AT TOP TRUSS AS SHOWN. OF DBL TOP PLATE. SIMPSONz a_ �� H2.5T �I N j FULL HEIGHT ANCHOR, SEE PLAN SHEATHING BREAK 5" < HEEL < 12" HEEL 12" OR GREATER NOTES: 1. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPSON (1)SDWC15600 SCREW PER MANUFACTURE INSTALLATION SPECIFICATIONS 2. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS ROOF TRUSS CONNECTION OPTION A 2x4 SYP#2 NAILER. FASTEN TO TRUSS BOTTOM CHORD W/ 10d @ 3" O.C. 7/s" SHEATHING. 16" MAX. FASTEN TO TOP PLATE & NAILER W/ 8d COMMON @ 3" 0. C. OPTION C TOP PLATE TO TRUSS W )4"x6" SDS SCREW OR SDWC15600 @ 32" O.C. OPTION E / �" OSB. FASTEN ALI 2x SYP#2 CONT. ATTACH AROUND W/ 8d COMMO TO TOP PLATE AND TRUSS C) 3" O.0 w/ 0.131x3" @ 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. OPTION B 2x4 SPF # ALL AROUN OPTION D 2x4 SYP#2 NAILER. FLOOR TRUS FASTEN TO TRUSS BOTTOM CHORD W/ 10d @ 3" O.C. 3t6" SHEATHING. FASTEN TO TOP PLATE & NAILERS W/ 8d COMMON @ 3" O.C. SHEAR WALL ROOF DIAPHRAGM CONNECTIONS SCALE: 3/4" = 1'-0" FULL HEIGHT STUD TO BEAM W/ (2) ROWS 1 O @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 •I •I SEE PLAN FOR FULL I HEIGHT ANCHOR OR BASE ANCHOR OPTION NOTCH BEAM 3" & POCKET INTO WALL BELOW DBL TOP PLT PORCH BEAM PER PLAN MIN. (2)2x4 STUDS BELOW BEAM & (1)FULL HEIGHT STUD ADJ TO PORCH HEADER. FULL HEIGHT STUD TC BEAM W/ (2)ROWS 10d C 3" O.C., MIN (8)10d. ADC (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR BASE ANCHOR NOTES: 1. INSTALL LSTA18 WRAPPED OVER TOP PLATE PER "LSTA INSTALLATION" ON DETAIL 6/S2.0 t--_6� TYP PORCH BEAM CONNECTION SCALE: '/4" = 1'-0" 2x4 SYP#2 HORIZ SHEATHING BRACING @ 24" O.C. SPLICE BETWEEN OUTER WALL & 16d COMMONS - FIRST INTERIOR TRUSS. @ 8" O.C. I' NAIL EE W/ (3) 10d z 2x4 SYP#2 II SHEATHING DIAGONAL FASTEN ��� � FLATWISE 2x4 _- SPLICE EE W/ (3) 10d BLOCKING ONLYFLATWISE 2x4 BLOCKING READ @ SHE, ONLY REQD @ SHEAR WALLS AND WALLS WALLS AND WALLS W/ W/ BRITTLE FINISH BRITTLE FINISH (TYP) (TYP) SHEATHING SPLICE � I- N 16d COMMONS @ 8" O.C. z CI SHEATHING SPLICE OPTION 1_ OPTION 1 OVERLAP SHEATHING OVERLAP SHEATHING (PERPENDICULAR TO WALL) (PARALLEL TO WALL) NOTES: 1. SEE TABLES 5,6,7/S2.0 FOR SHEATHING SPECIFICATIONS 2. FULL HEIGHT HOLD DOWN NOT SHOWN FOR CLARITY 2 FLOOR TO FLOOR SHEATHING OPTIONS S)UALL: `/4 = 1 —U 2x4 SPF #2 LEDGER. FASTEN TO EA TRUSS WEB W/ (3) 10d FASTEN CATS EA END w/ (3) 1 OP ZION A FLOOR 52.1 / SCALL: 'Y4.. — 1'-0- W/ 10d 2x4 SYP#2 CATS @ 12" O.C. FASTEN TO W/ 10d @ TOP PLT W/ (4) 1 O �mw FASTEN CATS EACH END_ ULin W/ (3) 10d TOE—NAILS OPTION A 2x4 SYP#2 NAILER. FASTEN TO TRUSS BOTTOM CHORD W/ 10d @ 3" O.C. 7/s" SHEATHING. 16" MAX. FASTEN TO TOP PLATE & NAILER W/ 8d COMMON @ 3" 0. C. OPTION C TOP PLATE TO TRUSS W )4"x6" SDS SCREW OR SDWC15600 @ 32" O.C. OPTION E / �" OSB. FASTEN ALI 2x SYP#2 CONT. ATTACH AROUND W/ 8d COMMO TO TOP PLATE AND TRUSS C) 3" O.0 w/ 0.131x3" @ 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. OPTION B 2x4 SPF # ALL AROUN OPTION D 2x4 SYP#2 NAILER. FLOOR TRUS FASTEN TO TRUSS BOTTOM CHORD W/ 10d @ 3" O.C. 3t6" SHEATHING. FASTEN TO TOP PLATE & NAILERS W/ 8d COMMON @ 3" O.C. SHEAR WALL ROOF DIAPHRAGM CONNECTIONS SCALE: 3/4" = 1'-0" FULL HEIGHT STUD TO BEAM W/ (2) ROWS 1 O @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 •I •I SEE PLAN FOR FULL I HEIGHT ANCHOR OR BASE ANCHOR OPTION NOTCH BEAM 3" & POCKET INTO WALL BELOW DBL TOP PLT PORCH BEAM PER PLAN MIN. (2)2x4 STUDS BELOW BEAM & (1)FULL HEIGHT STUD ADJ TO PORCH HEADER. FULL HEIGHT STUD TC BEAM W/ (2)ROWS 10d C 3" O.C., MIN (8)10d. ADC (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR BASE ANCHOR NOTES: 1. INSTALL LSTA18 WRAPPED OVER TOP PLATE PER "LSTA INSTALLATION" ON DETAIL 6/S2.0 t--_6� TYP PORCH BEAM CONNECTION SCALE: '/4" = 1'-0" 2x4 SYP#2 HORIZ SHEATHING BRACING @ 24" O.C. SPLICE BETWEEN OUTER WALL & 16d COMMONS - FIRST INTERIOR TRUSS. @ 8" O.C. I' NAIL EE W/ (3) 10d z 2x4 SYP#2 II SHEATHING DIAGONAL FASTEN ��� � FLATWISE 2x4 _- SPLICE EE W/ (3) 10d BLOCKING ONLYFLATWISE 2x4 BLOCKING READ @ SHE, ONLY REQD @ SHEAR WALLS AND WALLS WALLS AND WALLS W/ W/ BRITTLE FINISH BRITTLE FINISH (TYP) (TYP) SHEATHING SPLICE � I- N 16d COMMONS @ 8" O.C. z CI SHEATHING SPLICE OPTION 1_ OPTION 1 OVERLAP SHEATHING OVERLAP SHEATHING (PERPENDICULAR TO WALL) (PARALLEL TO WALL) NOTES: 1. SEE TABLES 5,6,7/S2.0 FOR SHEATHING SPECIFICATIONS 2. FULL HEIGHT HOLD DOWN NOT SHOWN FOR CLARITY 2 FLOOR TO FLOOR SHEATHING OPTIONS S)UALL: `/4 = 1 —U 2x4 SPF #2 LEDGER. FASTEN TO EA TRUSS WEB W/ (3) 10d FASTEN CATS EA END w/ (3) 1 OP ZION A FLOOR DECK TO PANEL W/ 10d COMMON @ 3" 0. C. PANEL =I: TOP PLATE W/ 10d @ 3" 0. C. 4 SYP#2 CATS @ 12" O.C. FAST. N TO OPTION B TOP PLT W/ (4) 1 O 16d COMMONS @ 8" O.C. 1 O COMMONS @ 4" O.C. 2x— SYP#2 BLOCK BETWEEN EA. TRUSS a 2x4 SYP#2 HORIZ BRACING @ 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. NAIL EE W/ (3) 10d 8d COMMONS @ 3" 0. C. SHEATHING SPLICE SHEATHING SPLICE MIT- _ 8d COMMONS 2x4 SYP#2 @ 3" O.C. DIAGONAL FASTEN EE W/ (3) 10d OPTION 2 (PERPENDICULAR TO WALL) — — � SEE 1 /S2.1 FLOOR DECK TO F TRUSS W/ 10d COMMON @ 3" O.C. I \1 0 1I z J � I Q LiJ ,1 cn N OZ 7T,' EATH CONT OFLOOR DECK. STEN TO EA TRUSS MEMBER OPTION C W/ 8d COMMON @ 3" O.C. SHEAR WALL FLOOR DIAPHRAGM CONNECTIONS SCALE: 3/4" = 1'-0" TOP PLATE TO BEAM W/ LSTA18 @ 32" O.C. (NOT REQUIRED IF _L SHEATHING IS INSTALLED ON Z OF BEAM) CH BEAM PLAN OPTION 2 ;2)2x4 STUDS BELOW & (1) FULL HEIGHT 5 I UIJ ADJ TO PORCH HEADER. MIN (2) STUDS OR SCAB 36" STUD TO FULL HEIGHT STUD W/ (12) 10d ECESSED IN SLAB Y"0 THREADED ROD 12Z6 XIED MIN 4" OR TITEN HD FLATWISE 2x4 BLOCKING. ROOF SHEATHING FASTEN EA END W/ (3) 10d _ �I BLOCKING W/ 8c TOE—NAILS (NOT REQUIRED SHANK @ 3" O.0 IF SHEATHING IS CONT THRU LOW ROOF) 2x4 BLOCKING B ROOF MEMBER. F EA STUD W/ (3) ROOF TRUSS PERPENDICULAR CONDITION 16d COMMONS @ 8" O.C. _ 8d COMMONS @ 3" O.C. SHEATHING SPLICE _10d COMMONS @ 4" O.C. SHEATHING SPLICE _ 8d COMMONS @ 3" O.C. OPTION 2 (PARALLEL TO WALL) ROOF TRUSS PARALLEL CONDITION NOTES: 1. THIS DETAIL IS TYPICAL WHERE A LOWER ROOF INTERSECTS A WALL WITH HIGHER ELEVATION 2. UPPER WALL IS ONLY READ TO BE SHEATHED CONT THRU LOW ROOF WHERE NOTED ON PLAN. UPPER WALL TO ADJACENT ROOF CONNECTION SCALE: 0 THREADED ROD OXIED MIN 4" OR Ox6 TITEN HD MIN (2) FULL _IGHT STUDS 8"0 THREADED OD EPDXIED MIN STUD WALL, )» SEE PLAN. CONT. SHEATHING TO BOT. OF FLOOR TRUSS. NAIL TO EA. FLOOR TRUSS w/2—ROWS OF 8d COMMON NAILS @ 4" O.C. i CS16 STRAPS @ 32" O.C. SIMPSON LTT20B SIMPSON DTT2Z SIMPSON HTT5 FASTEN TO RIBBON BOARD & q(' BLOCKING w/ 2-8d NAILS.NOTES: CONT. 2x4 NAILED TO EACH1. SEE FIRST LEVEL FRAMING PLAN FOR ANCHOR LOCATIONS. TRUSS w/2 -12d COMMON 2. THE EMBEDMENT DEPTHS SHOWN ARE TYPICAL. GREATER EMBEDMENT DEPTHS MAY NAILS BE REQUIRED WHERE SHOWN ON PLAN (I.E. AT GARAGE RETURNS) 3. LTT20B HOLD DOWNS ARE ONLY REQUIRED TO BE RECESSED INTO SLAB WHERE 2x4 BLOCKING BOT,FRAMING IS PACKED TIGHT AND PREVENTS INSTALLATION WITHIN THE WALL. LTT20B OF FLOOR TRUSS SIMSTUD WALL, MAY BE REPLACED WITH DTT2Z IF THERE IS ADEQUATE ROOM IN THE WALL FOR ATTACH TO FLOOR TRUSS @ ESEE PLAN. INSTALLATION w/2 -12d TOENAILS TRUSS 7 BASE ANCHOR %8� CANTILEVERED TRUSS KING. (3) IT HING IS )OF) 0 ING D OSB BLOCKING PANEL BETWEEN TRUSSES PER 4A/S2.1 SCALE: 3/4" SCALE: N.T.S. OFFICE COPY Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FL 32224 Ph: 242-0908 FL: CA # 8344 % P:..... NTic"� JN NSF •.O v N i �•�T OF N AL ti�.•�`�. I'Illll Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT- LOU PONTIGO fi ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL HELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULTIN ADDITIONAL ENGINEERING OR INSPECTION FEES. FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBED. ERGI-19-00074 DRAWN/DESIGN,/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SH EET 52.1 SHEET100F I1 U. U wQ� �mw Lp ULin � f=- Z �7 Q � FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBED. ERGI-19-00074 DRAWN/DESIGN,/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SH EET 52.1 SHEET100F I1 Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. 4204 Jacksonville, FL 32224 Ph:242-0908 FL: CA # 8344 Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE 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 DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. � LPA 106 NUM3ER ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S2.2 ` SHEET 11 OF I1 / �w 7 U Z U LU w Q 0 � m Uj w Ln U Q� F- Lf) I= - Z L7 Q LD Q LD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. � LPA 106 NUM3ER ERGI-19-00074 DRAWN/DESIGN/CHECK KEF / JMD/ LAP DATE 07/23/19 SQUARE FOOTAGE 4460 SHEET S2.2 ` SHEET 11 OF I1 / �� ��, ,,y_ MAX HT__ 35'-0" ABOVE FINISHED GRADE MAX. HT. = 35-0" ABOVE FINISHED GRADE OPEN TO ,OOR KITCHEN SHOWER SIDE ELEVATION A2 SCALE:3/16" = T-0" Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 DATE ISSUED: JANUARY 9, 2019 NOTE - DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" MEDIA, DRAWING SCALE IS HALF -SIZED. EXTERIOR ELEVATIONS OWI NOM NOM WOOWO�Il///III�� �,morld ' • SAI I I►/IL A2► 1''AL01 \ AkIrl • \ uI NOY �, 1 DESIGN SET M W co N U M Z Q W o C) W o C/) W J W � LL � �U 2 UJ � W U � z J Q DATE ISSUED: JANUARY 9, 2019 NOTE - DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" MEDIA, DRAWING SCALE IS HALF -SIZED. EXTERIOR ELEVATIONS OWI NOM NOM WOOWO�Il///III�� �,morld ' • SAI I I►/IL A2► 1''AL01 \ AkIrl • \ uI NOY �, 1 DESIGN SET ASPHALT SHINGLE — ROOF ON 15# ROOFING FELT OVER 7/16" EXT. SHEATHING METAL HURRICANE CLIP AS REQUIRED BY CODE - SEE STRUCTURAL METAL DRIP OVER VINYL FASCIA OVER o 2X6 SUB FASCIA SI OVERHANG 2X4 EXTERIOR WALLS W/ I" OSB SHEATHING WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK LAP SIDING PER MANUFACTURER'S RECOMMENDATIONS ASPHALT SHINGLE ROOF ON 15# ROOFING FELT OVER 7/16" EXT. SHEATHING METAL HURRICANE CLIP AS REQUIRED BY CODE - SEE STRUCTURAL METAL DRIP OVER VINYL FASCIA OVER o 2X6 SUB FASCIA NOTE: OVERHANG METAL DRIP EDGE TO OVERLAP 3"MIN. AND EXTEND 1/2" MIN. BELOW SHEATHING AND EXTEND BACK ON THE ROOF 2" MIN. INSTALL OVER UNDERLAYMENT WITH A 4"MIN. WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. MECHANICALLY FASTEN THE DRIP EDGE @12" O.C. MAX. TO MEET CODE. 2X6 EXTERIOR WALLS W/ - z" OSB SHEATHING WRAPPED IN WATERPROOFING MEMBRANE INSTALL SHAKE SIDING PER MANUFACTURER'S RECOMMENDATIONS 12 6 R-38 INSULATION 1/2" GYP. BOARD -13 INSULATION 12 6I / R-38 INSULATION 1/2" GYP. BOARD BOTTOM PLATE PRE-ENGINEERED - WOOD TRUSSES VAULTED CEILING R-13 INSULATION 1/2" GYP. BOARD 13 INSULATION 2"x6" BOTTOM PLATE PRE-ENGINEERED WOOD TRUSSES VAULTED CEILING 0 I 0 0 I 0 MAX. HT. = 35'-0" ABOVE FINISHED GRADE I ASPHALT SHINGLE ROOF ON 15# ROOFING FELT OVER 7/16" EXT. SHEATHING METAL HURRICANE CLIP AS REQUIRED BY CODE - SEE STRUCTURAL METAL DRIP OVER VINYL FASCIA OVER 2X6 SUB FASCIA I NOTE: OVERHANG METAL DRIP EDGE TO OVERLAP 3"MIN. AND EXTEND 1/2"MIN. BELOW SHEATHING AND EXTEND BACK ON THE ROOF 2" MIN. INSTALL OVER UNDERLAYMENT WITH A 4"MIN. WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. MECHANICALLY FASTE'; THE DRIP EDGE @12" O.0 MAX. TO MEET CODE. 2X6 EXTERIOR WALLS W/ "" OSB SHEATHING WRAPPED IN WATERPROOFING MEMBRANE INSTALL SHAKE SIDING PER MANUFACTURER'S RECOMMENDATIONS FLOOR SYSTEM SEE STRUCTURAL 2X4 EXTERIOR WALLS W/ J" OSB SHEATHING WRAPPED IN WATERPROOFING MEMBRANE INSTALL PAINTED BRICK VENEER PER MANUFACTURER'S RECOMMENDATIONS �3 J1UG CLCVH I IUIV A3 SCALE:3/16" = 1'-0" 12 6 �R-3-}8 INSULATION 1/2" GYP. BOARD 3 INSULATION 0 I O kL 2"x6" BOTTOM PLATE 1, 41/2"PRE-ENGINEERED WOOD TRUSSES VAULTED CEILING R-13 INSULATION GYP. BOARD 3 INSULATION 2"x6" ) 2..x6., z BOTTOM PLATE z _ BOTTOM PLATE i SLOPE _ _ '' SLOPE III 4" CONCRETE SLAB OVER VAPOR BARRIER SEE STRUCTURAL DRAWING —I "III= GROUT FILLED 8" CMU ,yam " ►. _ STEMWALL CONT. CONCRETE FOOTING - a — �I Y SEE STRUCTURAL DRAWINGS =1 I I—I I—III=1 I I=1 I I=1 I I=1 I I B WALL SECTION A3 SCA? E:1/2" = 1'-0" 0 0 4" CONCRETE SLAB OVER El I I—I � I—I I IVAPOR BARRIER I I=I I I I III —I SEE STRUCTURAL DRAWING SII—SII n " — 1/2" EXP. JOINT II I II I w4 I I GROUT FILLED B" CMU =I I di T rt _ STEMWALL CONT. CONCRETE FOOTING I I=1 11=1 11=1=1=1 I I=1 SEE STRUCTURAL DRAWINGS A WALL SECTION A3 SCALE: 1/2" = 1'-0" TYPICAL 00 Lf) N l 1 KCHK JCS, I IUN A3 SCALE:3/16" = 1'-0" STAIR DETAIL A3 SCALE: 114" = 1'-0" 2ND FLOOR CLG_21' =6" AFF FINISHED FLOOR = 11'-6" AFF 1 ST FLOOR CLG = 10'-0" AFF FINISHED FLOOR = 0'-0" BONUS ROOM MASTER BEDROOM 0 0 BARN DOORS TO OFFICE 2 SECTION A3 SCALE:3/16" = 1'-0" BEDROOM 3 MASTER HALL BATH N WALK-IN M Z SHOWER W o �w Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 DATE ISSUED: JANUARY 9, 2019 NOTE: DO NOT SCALE DRAWINGS IF PRINTED ON 11 "X1711 MEDIA, DRAWING SCALE IS HALF -SIZED. BUILDING SECTIONS A3 DESIGN SET co W N U M Z Q W o �w o W O� `L 2 C/) F- W V C)m cj� Z J a DATE ISSUED: JANUARY 9, 2019 NOTE: DO NOT SCALE DRAWINGS IF PRINTED ON 11 "X1711 MEDIA, DRAWING SCALE IS HALF -SIZED. BUILDING SECTIONS A3 DESIGN SET ELECTRICAL LAYOUT PLAN NOTES: 1. VERIFY ALL EXISTING CONDITIONS. 2. COORDINATE LIGHT FIXTURE LOCATIONS CONTRACTOR ANY DISCREPANCIES SHALL BE COMMUNICATED TO THE ARCHITECT BEFORE CONSTRUCTION PROCEEDS FOR COORDINATION. 3. LIGHT FIXTURES SHALL BE LOCATED AS CLOSELY AS POSSIBLE TO LOCATIONS SHOWN ON THIS PLAN. 4. FIXTURES SHALL ALIGN WITH OR CENTER ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENTS. 5. COORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLS SO THAT THEY ALIGN WITH OR ARE SYMMETRICAL WITH EACH OTHER WHERE THERE MAY BE CONFLICTS. 6. GRILLS & REGISTERS SHALL BE BLOCKED AS REQUIRED SO THAT THEY CAN ALIGN WITH LIGHT FIXTURES. 7. LIGHT FIXTURE & SWITCH LOCATIONS SHALL BE REVIEWED & APPROVED BY OWNER OR DESIGNER BEFORE INSTALLATION OF SHEET ROCK OR OTHER WALL & CEILING FINISHES. 8. SWITCHES SHALL BE LOCATED ADJACENT TO, BUT NOT INTERSECTING DOOR CASING OR TRIM. 9. GROUPED SWITCHES SHALL BE GANGED TIGHT TOGETHER & SHALL BE COVERED WITH A SINGLE PLATE DESIGNED FOR THAT PURPOSE. 10. SWITCHES SHALL TYPICALLY BE MOUNTED 48" A.F.F. TO CENTER OF THE SWITCH. 11. SUPPORT ALL FIXTURES FROM STRUCTURE OF BUILDING. REFER TO STRUCTURAL SHEETS FOR SPECIFIC DETAILS AS REQUIRED FOR SPECIALTY FIXTURES. 12. VERIFY DEVICE & PLATE COLORS WITH OWNER OR DESIGNER. 13. VERIFY LIGHTING TYPE & SWITCHING. 14. FLUORESCENT LAMPS SHALL BE "WARM WHITE DELUXE" UNLESS OTHERWISE NOTED OR SPECIFIED ON THE SCHEDULE. 15. ALL LIGHT BULBS SHALL BE COMPACT FLUORESCENT OR LED BULBS UNLESS OTHERWISE NOTED. 16. COORDINATE THERMOSTAT AND DOORBELL LOCATIONS WITH OWNER. THIRD FLOOR ELECTRICAL LAYOUT PLAN SCALE: 3/16" = 1'-0" r SECONE) FLOOR ELECTRICAL LAYOUT PLAN SCALE 3/16" = 1'-0" EXTERIOR EXTERIOR SECURITY SFC[ IRITV FIRST FLOOR ELECTRICAL LAYOUT PLAN SCALE; 3/16" = 1'-0" ELECTRICAL LEGEND FTJ CABLE @ DUPLEX OUTLET @� 220 OUTLET @ GFI GFI RECEPTACLE @ wp EXTERIOR/GFI RECEPTACLE SWITCH 3 3 -WAY SWITCH SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR CH COUNTERTOP HEIGHT NOTES: 1. TELEPHONE OUTLETS TO BE'CAT 5E' WIRE. 2.. SMOKE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT INTERRUPTERS PER ARTICLE 210-12. 5. HVAC DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR. 6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. 7. 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFL/LED LAMPS. fER@y 'serif Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 w U Z W D DATE ISSUED: JANUARY 9, 2019 M N N M ry O J U Q w m 10� z Q J Q NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" MEDIA, DRAWING SCALE IS HALF -SIZED. ELECTRICAL LAYOUT PLANS DESIGN SET