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1796 ATLANTIC BEACH DR - PERMIT RES18-0009 DWGS
2 0 4" CONCRETE SLAB W/ 6/r; W1.4 x W1.4 WWF OR FIBERMESH a e — -------'p— 8" MIN 28" MAX s l VAPOR BARRIER 12 MIN.' FOOTING TO BEAR ON ' 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 1 MONOLITHIC FOOTINGSE T'ON IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO "REVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING (2) #4 OR (2) #5 CONTINUOUS 6x6 - W1.4 x W1.4 WWF OR FIBERMESH ---.ate-- a -------s--- -= a------ .- -=----4 --=-- \ d\ d 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 4" CONCRETE SLAB W/ o;x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. VARIES .4 \d /\\ 'd 8" MIN -7�4 �/ ./ a 8"x8" THICKENED g" FTG AT STEP-DOWN, VAPOR BARRIER SEE PLAN 4 CURB STEP SECTION 4" CONCRETE SLAB NO 4 OR NO 5 @ 18" O.C. W/ 6x6 W1.4 x W1.4 W/ 9" BEND @BOTTOM WWF OR FIBERMESH VARIES 8" MIN 28" MAX 77/7, MIN / VAPOR BARRIER 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 5 GARAGffFROMSTRUCTUREfflSTEEPRMTHAN_ WALLCTION IF GROUNDENT TO FWN AND AWAY V-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. ,d- d= ---a - --- -I VARIES -Z-7a d. A a d /\/\ /\ �„ /i. / j —VAPOR 12" UNDER 1 STORY WALL BARRIER WITH (2)#4 OR (2)#5 CONT 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT BEARING CURB STEP SECTION II TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN I MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS L=— -- -- — — — — HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS (REV 01-15-18) 0 N N in 0 N v 90 50'-0" 14'-0" 11 36-0" 21'-10" 14'-2" **NOTE** BUILDER TO PROVIDE STEPS TO GRADE PER ARCH PLANS ------------------------ E . Rr - - - - - - - — — — — — — — — — _ I �� - -- --I J 2 I I I I II I 67 NI NOTE 3 I I I ^ FORM & POUR REMAINDER L OF CURB W/ (1) #5 CONTINUOUS & #4 VERT OPT @ 48" O.C. I I I I I �;N/—NOTE 3 ifl I I I I I o I ra 2 I D 5' -0"x2' -6"x20" DEEP FTG W/ MIN (4) #4 @ ZEV 4 @SLAB ELEV 12" O.C. EW OPT I I I I I I I I I I 12'-8" 5'-0" 16-5" 9'-5" I I I I I I I I I I r 00 I b N I I I I i I I I I I I I 3 I I I I I i I I 5-10" 13'-6" 1'-10" 8'-10" 1 7'-2" I I I j If i- -------- --- -- ---� I I I�L --- -- --- -- -----� J L - -- I 3 3 I I I I I I M - ---� CD (- - YI 2 3 -- - _ --L-- —_ -� I 3 L I I �I D I i I I I I 0 T-6" I 12'-10" v 7'-6" 8'-6" 11'-4" zo 12'-10" �' Q'-6" 3 i t I STEPS PROVIDED�% I I OPT 4 PER BUILDER ` • FORM AND POUREE PEDESTAL I I PER ARCH PLANS, () TOTAL I I I • PROVIDE MIN (2) #5 VERT FULL HEIGHT, VERT REIN =ORCEMENT I I TO BEND 90° @ BO OM & TIE IN FTG REINFORCEME T I o I 5'-8" 10'-2" 5'-8" o • 24"x24"x20" DEEP F G @ SLAB I I ELEV W/ MIN #4 @ 12" O.C. EW i LO I OPT I 7 I I .. I L --- --- = II 3 II ------------ SHEET NO.: (BEYOND) ----------- I I II Q'-6" 3 i t I STEPS PROVIDED�% I I OPT 4 PER BUILDER ` • FORM AND POUREE PEDESTAL I I PER ARCH PLANS, () TOTAL I I I • PROVIDE MIN (2) #5 VERT FULL HEIGHT, VERT REIN =ORCEMENT I I TO BEND 90° @ BO OM & TIE IN FTG REINFORCEME T I o I 5'-8" 10'-2" 5'-8" o • 24"x24"x20" DEEP F G @ SLAB I I ELEV W/ MIN #4 @ 12" O.C. EW i LO I OPT I 7 I I .. I L --- --- = 50'-0" • FORM AND POURED PEDESTAL PER ARCH PLANS, (3) TOTAL • PROVIDE MIN (2) #5 VERT FULL HEIGHT, VERT REINFORCEMENT TO BEND 90° @ BOTTOM & TIE IN FTG REINFORCEMENT • 24"x24"x20" DEEP FTG @ SLAB ELEV W/ MIN #4 @ 12" O.C. EW I 0 N 0 N GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT O CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. N L0 6. 8x8 THICKENED EDGE ASSUMES FRONT OF GARAGE SLAB RETURNS TO N EXISTING GRADE; REFER TO FOUNDATION SECTION #9 FOR CMU FOUNDATION 00 STEMWALL FOOTING CONTINUOUS BELOW DOOR OPENING SHOULD SITE FILL 4 CONDITIONS NOT PROVIDE FOR SLAB AT GARAGE DOOR TO RETURN TO � APPROXIMATELY EXISTING GRADE. 00 Cn N FOUNDATION KEYNOTES: M NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN LL 8"x8" DEEP THICKENED EDGE A W/ (1)#4 CONT J J O12" DEEP FTG W/ #4 @ 12" EW z Q UNDER BOX COLUMN, FTG TO BE 0 PROJECTED MIN 6" AS SHOWN U) Y 16"SQx12" DEEP FTG W/ () C (3)#4 EW Q Q24"SQx20" DEEP FTG W/ N D (3)#4 EW LU W Q 30"SQx20" DEEP FTG W/ E (4)#4 EWU) Cn � 36"SQx20" DEEP FTG W/ F (4)#4 EW 48"SQx24" DEEP FTG W/ O (5)#4 EW, T&B Y n Z O H U) L0 IT X0 Z 20 I` W WlY IL U 0 Q Z a a n L 0 = U V 0 L w❑ J 0 Cl F W p N 0� U Z 4" CONCRETE SLAB W/ Q H w CL °w Z O m 4 1<Fn _j D w LL O I- H CJ 6x6 W1.4 x W1.4 WWF w w J W N U OR FIBER MESH 8" CMU CHAIR BLOCK W/ U)0 C1 m a Z I- W fj m Z F (3 TOP OF SLAB h (1) #5 CONT. W z a Q U= w W m F � w w� o U ---------------- z w Z Q= F 4 W W z Q W g cn F OQOa0 a �❑ VAPOR BARRIER \\\/ \\ L \ m m Q Q U W Z U w z N 0 Q w / i / W �zOwF-oZCJ QHw��at7 z LL wa<0 awe: o�zwwW #4 UPT O 3 COURSES: 772" O.C. \//\\/ #5 VERT REINFORCING//\\/ 0 u° U Z Q L W W I� O Z F 4 TO 5 COURSES: 48" O.G. `//\/ I /\/1// , Z W w Q m Z Q F z Q Ul 0 Q =az>z2aLI hates \j n�a -�__a ✓\ j Z U Q F U x I W a Z Q ADDITIONAL #4 OR #5 IN —I FOOTING TO BEAR ON FIRM \/ . //\\ /\'` BRICK LEDGE UNDISTURBED SOIL LL z 7 SHEET NO.: (BEYOND) 0 ST -2 I I I U -BLOCK W/ I: I S I 0� I CAST -IN-PLACE FOOTING SPECS A PLAN N 2 0- H 2 -STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT O X i JOB NO.: D U 12 NOTE 6 Q 2 � Q� I- — J L _ — — o @ SLAB ELEV, COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS ------------ ----i — — (5) TOTAL Q L LOT NO.: ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. - ------ ---J ------ LE --� — — -- ------- — ------ ---— — — — — — — ..NOTE.. BUILDER TO PROVIDE 2.11„ 2 16'-3" V-8'2" STEPS TO GRADE PER ARCH PLANS 5'-11" 9'-8" 5'-11" 20'-6" 8'-0" 21'-6" 50'-0" • FORM AND POURED PEDESTAL PER ARCH PLANS, (3) TOTAL • PROVIDE MIN (2) #5 VERT FULL HEIGHT, VERT REINFORCEMENT TO BEND 90° @ BOTTOM & TIE IN FTG REINFORCEMENT • 24"x24"x20" DEEP FTG @ SLAB ELEV W/ MIN #4 @ 12" O.C. EW I 0 N 0 N GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT O CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. N L0 6. 8x8 THICKENED EDGE ASSUMES FRONT OF GARAGE SLAB RETURNS TO N EXISTING GRADE; REFER TO FOUNDATION SECTION #9 FOR CMU FOUNDATION 00 STEMWALL FOOTING CONTINUOUS BELOW DOOR OPENING SHOULD SITE FILL 4 CONDITIONS NOT PROVIDE FOR SLAB AT GARAGE DOOR TO RETURN TO � APPROXIMATELY EXISTING GRADE. 00 Cn N FOUNDATION KEYNOTES: M NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN LL 8"x8" DEEP THICKENED EDGE A W/ (1)#4 CONT J J O12" DEEP FTG W/ #4 @ 12" EW z Q UNDER BOX COLUMN, FTG TO BE 0 PROJECTED MIN 6" AS SHOWN U) Y 16"SQx12" DEEP FTG W/ () C (3)#4 EW Q Q24"SQx20" DEEP FTG W/ N D (3)#4 EW LU W Q 30"SQx20" DEEP FTG W/ E (4)#4 EWU) Cn � 36"SQx20" DEEP FTG W/ F (4)#4 EW 48"SQx24" DEEP FTG W/ O (5)#4 EW, T&B Y n Z O H U) L0 IT X0 Z 20 I` W WlY IL U 0 Q Z a a n L 0 = U V 0 L w❑ J 0 Cl F W p N 0� U Z 4" CONCRETE SLAB W/ Q H w CL °w Z O m 4 1<Fn _j D w LL O I- H CJ 6x6 W1.4 x W1.4 WWF w w J W N U OR FIBER MESH 8" CMU CHAIR BLOCK W/ U)0 C1 m a Z I- W fj m Z F (3 TOP OF SLAB h (1) #5 CONT. W z a Q U= w W m F � w w� o U ---------------- z w Z Q= F 4 W W z Q W g cn F OQOa0 a �❑ VAPOR BARRIER \\\/ \\ L \ m m Q Q U W Z U w z N 0 Q w / i / W �zOwF-oZCJ QHw��at7 z LL wa<0 awe: o�zwwW #4 UPT O 3 COURSES: 772" O.C. \//\\/ #5 VERT REINFORCING//\\/ 0 u° U Z Q L W W I� O Z F 4 TO 5 COURSES: 48" O.G. `//\/ I /\/1// , Z W w Q m Z Q F z Q Ul 0 Q =az>z2aLI hates \j n�a -�__a ✓\ j Z U Q F U x I W a Z Q ADDITIONAL #4 OR #5 IN —I FOOTING TO BEAR ON FIRM \/ . //\\ /\'` BRICK LEDGE UNDISTURBED SOIL LL z 0 SHEET NO.: (BEYOND) 0 ST -2 VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN � U -BLOCK W/ I: CCS/J M L 0� FOUNDATION CAST -IN-PLACE FOOTING SPECS 0 PLAN 1 -STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 0- H 2 -STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT O X JOB NO.: FINISH W U AT6822 CMU STEMWALL SECTION Q 2 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Q� SUBDIVISION: FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 o Atlantic Beach COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS —j MAY BE OBTAINED FROM THE ENGINEER OF RECORD. W Country Club 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Q LOT NO.: ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. - z 36 FLOOR PLAN: 0 Adcock Residence J 0'-0" A.F.F. Ah 0 (BEYOND) Z DESIGNED: 4" FLOATING CONCRETE N U -BLOCK W/ I: CCS/J M L SLAB W/ 6x6 W1.4xW1.4 00 U-1 #5 CONT w REVIEWED: WWF OR FIBERMESH Z H s: w c X Z) FINISH W DBM O GRADE W \\%\\\� \\/\\j\\\ Q REVISIONS DATE \ \ -� )AARCH REVISION 01-15-18 #4 OR #5 VERT REINFORCING �� //\//\//�//,/// i CO UP T4 TO 5 3 COURSES: OU SS 48" O.C. \ o `n W I L_ -----° / - O cV /� W FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR #5 UNDISTURBED SOIL Q IN BRICK LEDGE Z VERT REINFORCEMENT TO W HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE o NOTED ON FND PLAN 0 PEX CAST -IN-PLACE FOOTING SPECS CTURAL ENGINEERING 1 -STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2 -STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT () • FORM AND POURED PEDESTAL PER ARCH PLANS, (5) TOTAL LL $jE C'K�;. • PROVIDE MIN (2) #5 VERT FULL HEIGHT, VERT CMU STEMWALL SECTION ¢+L i cE ;.. .' REINFORCEMENT TO BEND 90° @BOTTOM &TIE IN FTG U O REINFORCEMENT 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK • 24"x24"x20" DEEP FTG @SLAB ELEV W/ MIN #4 @ 12" O.C. EW + FILLING BEHIND A STEM 1NALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS ST MAY BE OBTAINED FROM THE ENGINEER OF RECORD. J 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. O F EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. _ �'� REVISION LLI (REV 01- 11 15-18 — BP# 1 s 1 �" f� 00 X FOUNDATION PLAN 1/4) - 11 011 °'�DATE LU SIGNED YYL Q CONNECTOR ENGINEERING Derek B. Murray, P.E. P.E. No. 71457 10-19-2017 SW3 (2) 2x4-1/2 1 OTE 1 (REV 01-15-18) LaTI MSTA24 (2) 2x6-1/2 1 i 1 (2) 2x11)-1/3 MSTA24 2 STUDS U w 2STUDS w �o �o HTT5 H HTT5 w WSP HDR -0/2 WSP HDR -0/2 �v® ----------------------------------------------------- 5;/4"x16" SYP PT GLULAM OR (3) 16" WOLAMIZED PSL HUCQ612-SDS- MSTA24 DTT2Z SW2 NOTE 8 4 STUDS MSTA24 (3) 1 8" LVL -4/3 -- Ali DTT2Z NOTE 12 III ill 2 MSTA24 2 MSTA24 III mm (3) 1 8" LVL -4/3 -- Ali i =.. or III NOTE 12 III ill III 111 III I Ill awill sf III iii Uj III ° XIII III �� Ili 0111 III a SII ill III III III l � III Ill lil li ill a �i 1 /� � 1 MSTA24r1ri (REV 01-15-1$) 1 DTT2Z WSP HDR -0/2 3 %" x 9 %a" LSL-2/1 1 MSTA24 1 DTT2Z POST TO RUN CONTINUOUS TO FLOOR DECKING, THIS POST ONLY --------------------------------v (2) 2x12 HUC212-2 f l I Lij III I li; I I ifl ill ifi I C� I11 3i2"x11 %4" LSLj III � III I I NOTE 8 MM MW E, =\ 11■� SW2 2 STUDS z p 2 STUDS w� HTT5 � HTT5 2 STUDS IY p U � DTT2Z Q � fl 2 STUDS 0 0 DTT2Z 2 STUDS u) DTT2Z w w (2) 2x6-1/2 2x6-1/1 w 2 STUDS W 3 STUDS �o 10 H T T 4 4 STUDS CO Do O 2 STUDS U) FLOOR Gil C)E' HTT5 I I I I I I I I I I I I I I F I I I I I I I I I I (2) 2x6-1/1 I I I I I I I I I I I I I I I I I I I I I I Lj T — I I I I I I I I - 1-�--I MM MW E, =\ 11■� SW2 2 STUDS z p 2 STUDS w� HTT5 � HTT5 2 STUDS IY p U � DTT2Z Q � fl 2 STUDS 0 0 DTT2Z 2 STUDS u) DTT2Z w w (2) 2x6-1/2 2x6-1/1 w 2 STUDS W 3 STUDS �o 10 H T T 4 4 STUDS CO Do O FLOOR Gil C)E' MM MW E, =\ 11■� SW2 2 STUDS z p 2 STUDS w� HTT5 � HTT5 2 STUDS IY p U � DTT2Z Q � fl 2 STUDS 0 0 DTT2Z 2 STUDS u) DTT2Z w w (2) 2x6-1/2 2x6-1/1 II II II II SW2 NOTE 2 DRAG TRUSS S Ow O� SW2 -- 2 STUDS 0 w NOTES 2 & 3, WHERE APPLICABLE O _100 DTT2Z (2) 2x4-1/2 VF5 STUDS 0 Q 5 STUDS 0O o 1 J J 10 (REV 01-15-18) IDETT2Z j) w 3 STUDS � w NOTE 10 �o �o � � DTT2Z F_ (3) 2x 1/2 I \ iRU:�S t,,IkDEt; I I II II Rubs : R 2 STUDS z o _. _ 3 STUDS w 2 2STUDS L w Y Lj 3 STUDS w p HT (2) 2x4-1/2 00 DTT2Z w C!OR 2 ANCHHTT5 CD 2 2STUDSw 0 ROOF GIRDEP - O � NO HDR -0/2 DTT2Z - 2 2STUDS 0 w - -� �. _. _._ �, _ - C) 0 2 ANCHOR °� ***NOTE TO F AMER*** (2)2x4-1/2 ROOF--iRDER NOTE 1 DO NOT FLITCH BETWEEN PLIES OF (3) NOTE4j/ SW2 2x12 HEADER, FUR OUT A INTERIOR FACE OF WALL. NO ALTERNAT VE AVAILABLE. (2) 2x8 (3) 2x12 CONTINUOUS HEADER (2) 2x81 lo - I I HUC28-2 HUC28-2 HUC28-2 - (2) 2x8 2 2x8 (2�zx8 SP HUC28 ❑2x8 T-6 (2) 2x8 ***SPECIAL FR MING*** GARAGE PORTAL FRAME GARAGE DOOR DESIGN WIND LOAD (P F): +20.57/-23.4 I� (REV 01-15-18) FIRST LEVEL STRUCTURAL FRAMING PLAN 6x6 NO.2 SYP PT POST, (4) TOTAL NOTE 4 (REV 01-15-18) 2 STUDS o DTT2Z E w MSTA24 DTT2Z U) 2 STUDS 113 u)I DT f2Z In M NOTE 4 4x4 NO.2 SYP PT POST, (5) TOTAL M 13 Q FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. 4. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR MSTA24. D. BEAM ATTACHED TO EXISTING FRAMING ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. 6. HIGH UPLIFT CONNECTION: • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16" O.C. OR (2) SDWC15600 @ 24" O.C. • FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE "METAL FLAT STRAP 2ND LEVEL STUD TO 1 ST LEVEL STUD" @ 32" O.C. NO ALTERNATIVE AVAiLABLE • 1Sl LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR (2) SDWC15450 @ 24" O.C. 7. PLANK -ORIENTED HEADER FRAMING A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 EACH SIDE OF OPENING=, SEE PLANK HEADER FRAMING DETAIL, ON DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT OF PLANE WIND LOAD. 8. FRAME WALL W/ 2x6 STUDS @ MAX 12" O.C., THIS SECTION ONLY. 9. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL LENGTH OF SWB - BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR TOP & BOTTOM SILL 10. PLATFORM FRAME WALL FROM 1ST LEVEL DBL TOP PLT TO SECOND LEVEL DBL TOP PLT. 11. • MIN (4) STUDS BELOW ROOF GIRDER, STUDS TO BE INCLUSIVE OF JACK/KING GROUP. • FASTEN STUDS TO SW END STUDS W/ (2) ROWS 10d @ 8" O.C. STAGGERED. • STUD GROUP TO SLAB W/ HTT4. 12. • W/ (2) 2x6 NO.2 SYP PLANK ORIENTED HEADER. • FASTEN PLIES DIRECTLY TO LVL HEADER AND EACH OTHER W/ (2) ROWS 10d @ 8" O.C. STAGGERED. • FASTEN BOTTOM MOST PLY OF PLANK HDR TO JACK STUD W/ MIN (1) A35 @ EACH END. 13. • FASTEN CORNER STUDS/SW END STUDS TOGETHER W/ (2) ROWS 10d @ 8"O.C., STAGGERED • ATTACH CORNER STUDS DIRECTLY TO FLOOR GIRDER BELOW W/ (3) MSTA36 OR (3) CS18 PER "SW3" SPECIFICATIONS U J O O N Ln N N N co J LL W J J_ Z O Y U Q (14 m O W 114- U) C7C/) O 0 0Y Q 0- z O f- 07 Lf) � X 0 Z 2 0 r- aW U ❑ Q Z a X M Q7 to 0Wt14Z LL Q in W LLL ❑ H Z p W 0 U O m ~ a�WW z0m<IQDW❑ O W W a''0 O W W W W Et FJZF❑n 0❑mp Z EWm W<aa}WWW D1 ZW WU 0-0mIW N� z 4 W F W o m H� 1wa Z u a I F❑ 4❑ a 0 F a w LL ❑ Z w 0 O W Za 111 L 0 a� q� WI w u LLI m L7 4 1 U WWW Z w D 4 W DI-D- Z_ W azO --_ 4PW LD�3 W X Q U_ a w Z il w 4 W a Z O U F LZ U WW Z _ Z J U❑❑ Hz Z I > Z Q ❑ _ a < ❑ Z WW04mZ_-1Q�z?:-2 < W z❑2C7WU] mW, a1-- 14 Z> - Z I 4 U W a 2 0 w 4! �f - IZFI Y❑Z WE W!-� Z U 4- U Y D z W❑ Z r( 0 �0E-- iau04001r%U0 O J LL z SHEET NO.: o ST -3 STRUCTURAL a- FRAMING PLAN O JOB NO.: AT6822 0 SUBDIVISION: E Atlantic Beach J Country Club Q LOT NO.: z 36 (�i� FLOOR PLAN: Adcock Residence O Z DESIGNED: w CCS/JML I-- REVIEWED: LU DBM Q REVISIONS DATE -j 1 ARCH REVISION 01-15-18 m 0 W Z O W Q ^.. . Z U) O STRUC RAL ENGINEERING I -- U LL ,,% 0 k LIC a Y : - -',d- FIRST .d> REVISION Z BP# aes1k- oc>oq OFFICE C0 , W _ DATE '.:I- 1/4 111 '— 1 1 011 SIGNED X W D_ Q METAL CONNECTOR ENGINEERING Derek B. Murray, P.E. P.E. No. 71457 10-19-2017 2 STUDS o I H T T 4 w CD FLOOR Gil C)E' II II II II SW2 NOTE 2 DRAG TRUSS S Ow O� SW2 -- 2 STUDS 0 w NOTES 2 & 3, WHERE APPLICABLE O _100 DTT2Z (2) 2x4-1/2 VF5 STUDS 0 Q 5 STUDS 0O o 1 J J 10 (REV 01-15-18) IDETT2Z j) w 3 STUDS � w NOTE 10 �o �o � � DTT2Z F_ (3) 2x 1/2 I \ iRU:�S t,,IkDEt; I I II II Rubs : R 2 STUDS z o _. _ 3 STUDS w 2 2STUDS L w Y Lj 3 STUDS w p HT (2) 2x4-1/2 00 DTT2Z w C!OR 2 ANCHHTT5 CD 2 2STUDSw 0 ROOF GIRDEP - O � NO HDR -0/2 DTT2Z - 2 2STUDS 0 w - -� �. _. _._ �, _ - C) 0 2 ANCHOR °� ***NOTE TO F AMER*** (2)2x4-1/2 ROOF--iRDER NOTE 1 DO NOT FLITCH BETWEEN PLIES OF (3) NOTE4j/ SW2 2x12 HEADER, FUR OUT A INTERIOR FACE OF WALL. NO ALTERNAT VE AVAILABLE. (2) 2x8 (3) 2x12 CONTINUOUS HEADER (2) 2x81 lo - I I HUC28-2 HUC28-2 HUC28-2 - (2) 2x8 2 2x8 (2�zx8 SP HUC28 ❑2x8 T-6 (2) 2x8 ***SPECIAL FR MING*** GARAGE PORTAL FRAME GARAGE DOOR DESIGN WIND LOAD (P F): +20.57/-23.4 I� (REV 01-15-18) FIRST LEVEL STRUCTURAL FRAMING PLAN 6x6 NO.2 SYP PT POST, (4) TOTAL NOTE 4 (REV 01-15-18) 2 STUDS o DTT2Z E w MSTA24 DTT2Z U) 2 STUDS 113 u)I DT f2Z In M NOTE 4 4x4 NO.2 SYP PT POST, (5) TOTAL M 13 Q FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. 4. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR MSTA24. D. BEAM ATTACHED TO EXISTING FRAMING ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. 6. HIGH UPLIFT CONNECTION: • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16" O.C. OR (2) SDWC15600 @ 24" O.C. • FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE "METAL FLAT STRAP 2ND LEVEL STUD TO 1 ST LEVEL STUD" @ 32" O.C. NO ALTERNATIVE AVAiLABLE • 1Sl LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR (2) SDWC15450 @ 24" O.C. 7. PLANK -ORIENTED HEADER FRAMING A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 EACH SIDE OF OPENING=, SEE PLANK HEADER FRAMING DETAIL, ON DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT OF PLANE WIND LOAD. 8. FRAME WALL W/ 2x6 STUDS @ MAX 12" O.C., THIS SECTION ONLY. 9. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL LENGTH OF SWB - BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR TOP & BOTTOM SILL 10. PLATFORM FRAME WALL FROM 1ST LEVEL DBL TOP PLT TO SECOND LEVEL DBL TOP PLT. 11. • MIN (4) STUDS BELOW ROOF GIRDER, STUDS TO BE INCLUSIVE OF JACK/KING GROUP. • FASTEN STUDS TO SW END STUDS W/ (2) ROWS 10d @ 8" O.C. STAGGERED. • STUD GROUP TO SLAB W/ HTT4. 12. • W/ (2) 2x6 NO.2 SYP PLANK ORIENTED HEADER. • FASTEN PLIES DIRECTLY TO LVL HEADER AND EACH OTHER W/ (2) ROWS 10d @ 8" O.C. STAGGERED. • FASTEN BOTTOM MOST PLY OF PLANK HDR TO JACK STUD W/ MIN (1) A35 @ EACH END. 13. • FASTEN CORNER STUDS/SW END STUDS TOGETHER W/ (2) ROWS 10d @ 8"O.C., STAGGERED • ATTACH CORNER STUDS DIRECTLY TO FLOOR GIRDER BELOW W/ (3) MSTA36 OR (3) CS18 PER "SW3" SPECIFICATIONS U J O O N Ln N N N co J LL W J J_ Z O Y U Q (14 m O W 114- U) C7C/) O 0 0Y Q 0- z O f- 07 Lf) � X 0 Z 2 0 r- aW U ❑ Q Z a X M Q7 to 0Wt14Z LL Q in W LLL ❑ H Z p W 0 U O m ~ a�WW z0m<IQDW❑ O W W a''0 O W W W W Et FJZF❑n 0❑mp Z EWm W<aa}WWW D1 ZW WU 0-0mIW N� z 4 W F W o m H� 1wa Z u a I F❑ 4❑ a 0 F a w LL ❑ Z w 0 O W Za 111 L 0 a� q� WI w u LLI m L7 4 1 U WWW Z w D 4 W DI-D- Z_ W azO --_ 4PW LD�3 W X Q U_ a w Z il w 4 W a Z O U F LZ U WW Z _ Z J U❑❑ Hz Z I > Z Q ❑ _ a < ❑ Z WW04mZ_-1Q�z?:-2 < W z❑2C7WU] mW, a1-- 14 Z> - Z I 4 U W a 2 0 w 4! �f - IZFI Y❑Z WE W!-� Z U 4- U Y D z W❑ Z r( 0 �0E-- iau04001r%U0 O J LL z SHEET NO.: o ST -3 STRUCTURAL a- FRAMING PLAN O JOB NO.: AT6822 0 SUBDIVISION: E Atlantic Beach J Country Club Q LOT NO.: z 36 (�i� FLOOR PLAN: Adcock Residence O Z DESIGNED: w CCS/JML I-- REVIEWED: LU DBM Q REVISIONS DATE -j 1 ARCH REVISION 01-15-18 m 0 W Z O W Q ^.. . Z U) O STRUC RAL ENGINEERING I -- U LL ,,% 0 k LIC a Y : - -',d- FIRST .d> REVISION Z BP# aes1k- oc>oq OFFICE C0 , W _ DATE '.:I- 1/4 111 '— 1 1 011 SIGNED X W D_ Q METAL CONNECTOR ENGINEERING Derek B. Murray, P.E. P.E. No. 71457 10-19-2017 -� IQ 1.9,. J13 J14 J15 T22 T23 T24 FG02 J21 J21 J21 J21 J21 J21 J21 J21 J21 00 J21 m J23 J23 2x( LEI J23 J23 J23 FT02 FT03 FT02 FT02 FT02 FG10 FG11 T29 T30 J15 J14 J13 13'11" M LSA (0 (0 (0 (0 r r T r r T r t` • POST DOWN BLOCKINg WALL BELOW w/ MIN (2) 2x4 SPF POS • POST TO WALL STUDS w/ MS TA24 �(2) HTS20 @ (2 TS20 @� NOTES: 1. FLASHING & WATERPROOFING ARE OUTSIDE OF STRUCTURAL ENGINEER'S SCOPE & SHALL BE DESIGNED & SUPPLIED BY BUILDER. 2. BUILDER TO SUBMIT SHOP DRAWINGS OF PROPOSED HANDRAIL CONSTRUCTION FOR APPROVAL BY EOR PRIOR TO CONSTRUCTION & INSPECTION. 2x12 NO.2 SYP PT FLOOR JOIST @ MAX 12" O.C., RIP JOIST TO ESTABLISH SLOPE PER BUILDER 1'28 l D L O.C. SPACING r 0 r 0 FG06 - -i LO r 0 U028-3SD • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. U) C0 r r O, '6 r D D D 20 L.L./15 D.L. #2 SYP Q G7 • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO L7 MATCH DIMENSION OF TRUSS MEMBER. U)_ W _ = HG M 07 • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. 5 1-- 00 • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO D D ST -3A N O F_ • RIDGE YO POST W/ (2) H2.5T OR (2) SDWC15600 z 2 2 O = 2 cN W 9. CONVENTIONAL FRAMING NOTES "OVERFRAMING 0 2 2 2 2 = 2 00 CD (D ILL JOB NO.: 0 04 � LL LLL LL Q 68" --{III N 2 2 2* 2- (2) HTS20 GE .04 F06 NOTE 7 N F06 28YP ROOF iv SEE NOTE 3 F07 N F07 (2) HTS20 FG09 1'5" F08 2'1" HTS20 HTS20 @ FG11 N 1' -NOTE 6 cV /2x12 N0.2 SYP PT FLOOR LEDGER, ATTACH W/ SCREWS PER NOTE 3 NOTE 7 HTS20 35'9" 2x12 NO.2 SYP PT FLOOR LEDGER, ATTACH W/ SCREWS PER NOTE 3 NOTE 7-\ HTS20 1 - D L O.C. SPACING 1. PRE -MANUFACTURED SHEAR PANEL I • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY FG06 2x6 2x8 2x10 FRAMING PLAN U028-3SD • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. TE 1 .5 (O, v r r O, '6 r �, � r O '6 r HG 20 L.L./15 D.L. #2 SYP 2. TYPICAL BEARING BLOCK G7 • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO L7 MATCH DIMENSION OF TRUSS MEMBER. W W C) BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. J AGAINST CORROSION 07 • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. 5 1-- D • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO D D ST -3A SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS O F_ • RIDGE YO POST W/ (2) H2.5T OR (2) SDWC15600 = 2 2 O = 2 cN W 9. CONVENTIONAL FRAMING NOTES "OVERFRAMING 0 2 2 2 = 2 USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. 0 JOB NO.: • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. U APEX • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON Q AT6822 OFFS0 STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE 0 O O O O 0) 00 I� N N N N �- r m O LL L r HTU26 L r HTU26 io L r HT 6 L V, HTU26 FGE01 4 M M O 1' It Iq O Ln U u7 LL LL� C:) � LL LLLL LL LL LL LL (2) HT 1'10"8 NOTE 6 NOTE 6 N r HTS20 N FG11 r` M (O (0 (0 (0 (0 r r r r r r r r 2U',, �II (2) 2x10 NO.2 SYP RIDGE BEAM,SEE 49'11 FIRST LEVEL ROOF FRAMING P FG08 1 lls 2x6 N 2 SYP JCOOF RAFT SSEEOTE 9, TYP B TH SIDOF RII =MTS12 HTS20 NOTE (2) HTS20 (2) HTS20 10" HTU26 IL HTU26 2x6 NO.2 SYP ROOF LEDGER, SEE NOTE 3 HTU26 io N a u Q N N N N N O 00 r - N 04 � NOTE 11 20'11" 1 J17 J18 J19 T25 T26 T27 T28 FT01 FT01 FT01 FT01 FT01 FT01 FT01 FT01 FT01 FT01 FG07 T31 Ll - (0 T31 T31 T31 T32 T32 T34 T35 T36 T37 T37A T38 T39 J19 J18 J17 1/4"= 11 011 ROOF FRAMING KEYNOTES O NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O.C. SPACING 1. PRE -MANUFACTURED SHEAR PANEL I • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON 2x6 2x8 2x10 FRAMING PLAN �' • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. L0 • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. 12'-6" 15'-10" 1&4' • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT SPACING) PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF O BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET 20 L.L./15 D.L. #2 SYP 2. TYPICAL BEARING BLOCK U • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. LOCATIONS ON PLAN *SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS C) BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. J AGAINST CORROSION 07 3. LEDGER FRAMING NOTES: O Z ❑ - a 4 p O.C. SPACING 4. OVERFRAMING NOTES • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY O N 2x6 2x8 2x10 ALL RAFTERS TO BE MIN. 2x6 N0.2 SYP @ 24" O.C. MAX. �' SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. L0 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. 12'-6" 15'-10" 1&4' 22'-1" SPACING) N O F- I Y 0 w W 4 20 L.L./15 D.L. #2 SYP • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED U 0 w Q w F _❑ Q w Z • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT LOCATIONS ON PLAN *SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION a0 It CD C) CONNECTOR. J AGAINST CORROSION 07 • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. LL 1-- • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLATE BELOW w/ MTS12 o ST -3A SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS O F_ • RIDGE YO POST W/ (2) H2.5T OR (2) SDWC15600 AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING N N • POST TO BEAM BELOW W/ (2) H2.5T OR (2) SDWC15600 O LEDGERS ARE FOR INTERIOR USE ONLY. cN W 9. CONVENTIONAL FRAMING NOTES "OVERFRAMING 0 J LL W J J Z O U) Y U Q N O U I_ I- D U) LO ItX ❑ Z 2 I` a w Ix Iq U ❑ 4ZaEtUl 4 D Ul ❑ W W 4 Z W L0 Ul❑0? I- ZUN❑wUoI Q�ww ZomamQ:wLL U 0 WW�0 ww�WLLU) °0mEL Zit°>wz�0 W zaOQt}7mIwU1LO w W ul N z 4 I F N❑ a�� H w❑ W a L U) FI-04010zW 1020,0 oW Z a Z a W-❑ W J 4 1 w = m I'Q�wUZwwzmD42w 4 W I- ❑ - Z W -aw❑WXQz4Qw a[7 U W wItQaw�IW❑U❑W Ww Z ZI�WQ�ZZJU0�♦-WZ RAFTER SPAN SCHEDULE Z ❑ - a 4 p O.C. SPACING 4. OVERFRAMING NOTES F- w w 0 Q m Z Q Z - I- Q - 2x6 2x8 2x10 ALL RAFTERS TO BE MIN. 2x6 N0.2 SYP @ 24" O.C. MAX. �' 14'-5" 18'-3" 21'-8" 25'-6" • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. 12'-6" 15'-10" 1&4' 22'-1" 24" • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d O F- I Y 0 w W 4 20 L.L./15 D.L. #2 SYP COMMONS MIN. U 0 w Q w F _❑ Q w Z • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT Y U 3 N a w 4 0 �7 I- U U C) CONNECTOR. J W • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. LL 1-- W • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLATE BELOW w/ MTS12 o ST -3A RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. O F_ • RIDGE YO POST W/ (2) H2.5T OR (2) SDWC15600 ESTABLISH SLOPE PER BUILDER • POST TO BEAM BELOW W/ (2) H2.5T OR (2) SDWC15600 I_ I- D U) LO ItX ❑ Z 2 I` a w Ix Iq U ❑ 4ZaEtUl 4 D Ul ❑ W W 4 Z W L0 Ul❑0? I- ZUN❑wUoI Q�ww ZomamQ:wLL U 0 WW�0 ww�WLLU) °0mEL Zit°>wz�0 W zaOQt}7mIwU1LO w W ul N z 4 I F N❑ a�� H w❑ W a L U) FI-04010zW 1020,0 oW Z a Z a W-❑ W J 4 1 w = m I'Q�wUZwwzmD42w 4 W I- ❑ - Z W -aw❑WXQz4Qw a[7 U W wItQaw�IW❑U❑W Ww Z ZI�WQ�ZZJU0�♦-WZ RAFTER SPAN SCHEDULE Z ❑ - a 4 p O.C. SPACING LUMBER SIZE Z w w 0 Q m Z Q Z - I- Q - 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 1&4' 22'-1" 24" 10'-2" 12'-11" 15'-4" 18' 0" F- I Y 0 w W 4 20 L.L./15 D.L. #2 SYP BELOW WALL ABOVE I_ I- D U) LO ItX ❑ Z 2 I` a w Ix Iq U ❑ 4ZaEtUl 4 D Ul ❑ W W 4 Z W L0 Ul❑0? I- ZUN❑wUoI Q�ww ZomamQ:wLL U 0 WW�0 ww�WLLU) °0mEL Zit°>wz�0 W zaOQt}7mIwU1LO w W ul N z 4 I F N❑ a�� H w❑ W a L U) FI-04010zW 1020,0 oW Z a Z a W-❑ W J 4 1 w = m I'Q�wUZwwzmD42w 4 W I- ❑ - Z W -aw❑WXQz4Qw a[7 U W wItQaw�IW❑U❑W Ww Z ZI�WQ�ZZJU0�♦-WZ CEILING JOIST SPAN SCHEDULE Z ❑ - a 4 p O.C. SPACING LUMBER SIZE Z w w 0 Q m Z Q Z - I- Q - 2x4 2x6 2x8 2x10 12" 11'-10" 18'-8" 24'-7" 26'-0" 16" 10'-9" 16'-11 21'-7" 25'-7" 24" 9'-3" 13'-11" 17'-7" 20'-11" F- I Y 0 w W 4 10 L.L./5 D.L. #2 SYP BELOW WALL ABOVE I_ I- D U) LO ItX ❑ Z 2 I` a w Ix Iq U ❑ 4ZaEtUl 4 D Ul ❑ W W 4 Z W L0 Ul❑0? I- ZUN❑wUoI Q�ww ZomamQ:wLL U 0 WW�0 ww�WLLU) °0mEL Zit°>wz�0 W zaOQt}7mIwU1LO w W ul N z 4 I F N❑ a�� H w❑ W a L U) FI-04010zW 1020,0 oW Z a Z a W-❑ W J 4 1 w = m I'Q�wUZwwzmD42w 4 W I- ❑ - Z W -aw❑WXQz4Qw a[7 U W wItQaw�IW❑U❑W Ww Z ZI�WQ�ZZJU0�♦-WZ z 36 Z ❑ - a 4 p 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY Z w w 0 Q m Z Q Z - I- Q - DATE BUILDER IN ACCORDANCE WITH FRC R302.12. W Z 7 w 0, m w 4 a F U 0 6. 2x_ SYP BLOCKING BETWEEN TRUSS TOP CHORDS Q _ =4ZO-Z14Uwa�p�4� H Z Z p • (2) p F- I Y 0 w W 4 • 2x12X24" LONG NO.2 SYP LEDGER TO TRUSS TOP CHORD W/ (2) BELOW WALL ABOVE 0 w Q w F _❑ Q w Z • ATTACH BLOCKING TO TRUSSES w/ (4) 10d TOE -NAILS @ DESIGNED: U 3 N a w 4 0 �7 I- U U C) EACH END J W 7. • 2x10 RIBBON BOARD TO EACH FLOOR TRUSS w/ 6 10d FACE NAILS () LL 1-- W SHEET NO.: • ATTACH EACH FLOOR TRUSS TO HDR/TOP PLATE BELOW w/ MTS12 o ST -3A Z 8. 2x12 NO.2 SYP PT JOISTS @ MAX 12" O.C., RIP JOIST TO F_ • RIDGE YO POST W/ (2) H2.5T OR (2) SDWC15600 ESTABLISH SLOPE PER BUILDER • POST TO BEAM BELOW W/ (2) H2.5T OR (2) SDWC15600 O Of ROOF FRAMING W 9. CONVENTIONAL FRAMING NOTES "OVERFRAMING 0 • SEE NOTES" ON ROOF FRAMING PLAN FOR PLAN SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE Of USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. 0 JOB NO.: • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. U APEX • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON Q AT6822 OFFS0 STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE 0 SUPPORTING STUDS OR UPLIFT CONNECTORS. BP# I�eS�Ff'i�UO�% SUBDIVISION: ST TURAL ENGINEERING • ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN Of o Atlantic Beach SUPPORTED RAFTERS. SIGNED'''9pK., • FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO RAFTER � Countr Club WHERE APPLICABLE W/ MIN (6) 10d Q 7 • REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: LOT NO z 36 10. • (2) 2x12 NO.2 SYP BLOCKING BETWEEN LEDGERS BELOW WALL Q x REVISIONS DATE ABOVE TO ACCEPT SW STRAPPING. FLOOR PLAN: o Adcock Residence • BLOCKING TO LEDGER W/ HU210-2/HUC210-2. 1 ARCH REVISION 01-15-18 • 2x12X24" LONG NO.2 SYP LEDGER TO TRUSS TOP CHORD W/ (2) >_ Z DESIGNED: C) CCS/JML @ 3" O.C. W REVIEWED: 1-- W LU DBM o_ 10. • (2) 2x12 NO.2 SYP BLOCKING BETWEEN LEDGERS BELOW WALL Q x REVISIONS DATE ABOVE TO ACCEPT SW STRAPPING. ') • BLOCKING TO LEDGER W/ HU210-2/HUC210-2. 1 ARCH REVISION 01-15-18 • 2x12X24" LONG NO.2 SYP LEDGER TO TRUSS TOP CHORD W/ (2) >_ ROWS 10d @ 6" O.C. STAGGERED AND TO EACH VERTICAL W/ 10d m @ 3" O.C. 0 W 11.. 4x4 NO.2 SYP POST TO BEAM BELOW Z • RIDGE YO POST W/ (2) H2.5T OR (2) SDWC15600 • POST TO BEAM BELOW W/ (2) H2.5T OR (2) SDWC15600 O W Z FIEVISION APEX OFFS0 CE COPY BP# I�eS�Ff'i�UO�% ,Z ST TURAL ENGINEERING DATE 2- / - aai� F- SIGNED'''9pK., TRUSS ENGINEERING NOTES: N° i • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO Oz THE TYPICAL WALL SECTION SHEET. _ D A • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING LUuC c';'��k• • T32 HAS BEEN DESIGNED TO ACCOUNT FOR 3400# DRAG LOAD. All x LU n Derek B. Murray, P.E. METAL CONNECTOR ENGINEERING P.E. No. 71457 10-19-2017 3'-0-0' �` 3-0" 2' 0" 3-0„ 0 I 0 o c7 v v C? LL1o 0 0 0 GO off Go �o O 0 O O O Li - O O -0 LL.C () @ N CP N Q @) FINISH FLOOR N @ O O O O SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG WINDOW WINDOW WINDOW WINDOW o m o 0 � N 0 0 C? O 1 v O N CV N FINISH FLOOR SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG WINDOW WINDOW WINDOW WINDOW R310.1.1 Minimum opening area All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet (0.530 m2). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2). R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (6 10 mm). R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, tools or special knowledge. - PROVIDE SAFETY GLAZING PER FBC RESIDENTIAL R308.4.5 HAZARDOUS LOCATIONS DOOR SCHEDULE MARK DOOR SIZE REMARKS G 16-0" x 8'-0" GARAGE DOOR O 9'-0" x 8'-0" ENTRANCE DOOR W/ SIDELITE O 16-0" x 8'-0" PORCH SLIDING DOOR ® 8'-0" x 8'-0" PORCH SLIDING DOOR O 3-0" x 8'-0" x 1 3/4" 20 MIN. FIRE -RATED, W/ CLOSURE © 2'-8" x 8'-0" x 1 3/4" O] 2'-8" x 8'-0" x 1 3/4" POCKET DOOR ® 2'-6" x 8'-0"x 1 3/4" MASTER O 2'-4" x &-0" x 1 3/4" Q 74" x 8'-0" x 1 3/4'' POCKET DOOR OM PAIR 2'-6" x&-0'' x 1 3/4" 2 PAIR 2'-0" x 8'-0" x 1 3/4" 3 2'-8" x 8'-0" x 1 3/4" BALCONY DOOR NOTE: ALL DOOR TYPES TO BE SELECTED BY OWNER WINDOW AND DOOR SCHEDULES 1/4"=V-0" w J D m z AC COMPRESSORS v CU -2 10' -0"x3' -b" </ CONC. PAD C? CU -1 0 GARBAGE SERVICE COURT ENCLOSURE W/ GATES TO TO MATCH HOUSE FINISH CONDITIONED AREA: ISO Y E FIRST FLOOR: 2,173 SF SECOND FLOOR 1,206 SF TOTAL CONDITIONED AREA: 3,379 SF SELECTED NON -CONDITIONED AREA: FIREPLACE COVERED ENTRANCE!PORCH 248 SF GARAGE 433 SF COVERED PORCH 516 sf BALCONY 325 SF TOTAL NON -CONDITIONED AREA: 1,522 SF TOTAL AREA UNDER Rr >OF: 4,901 SF O 1 0 BREAKFEST F -------- I I I 1 A 403 50'-0" 36'-0" 21 '-10" 14'-2" > ®' — —— - ---- ------- -- - — —— — — --- ---------------- C? ' N I I 21 '-2" LU z I ;o LOW WALL @ 36" IleQw OU, U ® 4 -rruo COVERED PORCH N � z J i °UU i 13'-0" I 2ND FLOOR WALL ABOVE I SCONCE -0" 4„ I I WALL I CM I 5-0" SCONCE L — — — - o I a)v „ 23'-0" 6 - _ 0 KITCHEN � I I I 1-7" 13'-10" I I W -F REF ------————— — -- — —- --- 0 6' WALL �__ I I — — POWD W D 6'_2„ P A,NTRY' t� LAUNDRIP I o +/-2'-6" NON -VENT. ISO Y E `O LIV!NPRE-FAB G FIREPLACE o - COORD. W/ 14'-10" SELECTED FIREPLACE / \ TYP. 3 A401 1-0.11,1 6'-6" T19 Tu -116 Iu5_T14 F3_T12 11 Io 81 I I I I CLO! � II '-0" 6'-6" I � I I 11 1Io r, 19R UP 1 3'-4" U O O 1O CM 1 2 3 4 - 61_ k 8I-9 8.. 7'-4" MUD -- — OPEN 5-0" N TO q AB OVE 8„ I L, Lo of CONC. 3'-10" H11 v STEPS 3'-10" � MTL. B ,CKET `Y. FRAM N� 7 -8 1 '-1 8' ROP I GWBTYPE "X"AT GARAGE SIDE WALLS I TO RESIDENCE & AT CEILING ABOVE I f %8' GWB TYPE "X" N 10 r\ 2ND FLOOR ABOVE -------------------------- — GARAGE I I I I I I I I I I I I 1G WALL SCONCE M "TREMRON - OLD TOWN" DRIVEWAY PAVERS WALL VEST. 1-6" „ FULL HEIGHT CABINTES I I I SEE INTERIOR I I --- DRAWINGS I I MASTER VLAZIt C BATH I 6-2" I � I 2'-10" ©I 3.-10" 2'-4" I - I I �I I I WIC —TI ---- co N � �, II WIC II I _I N 9'-2" 3'-10" N C OC E O I ISO Y E 6'-8" 14'-10" / \ ao MASTER CM N OFFICE BEDROOM- y o 4" I I v II Lo A �o WALL M SCONCE COVERED ©� EW -EGRESS EW - C? WINDOW, TYP. ENTRANCE 1 N----- N I I 1'-4" O O 2'-10" 2'-1 " 'O Z-10" 2'-10" 3'-5" 3'-4" 3'-5" 5'-8" I I 5-8" 10'-2" 5-8" I I D q I I ------------ ------.-- — _ --- — 15"x15" BOXED DECORATIVE COLUMN, 5'-3" 9'-8" 5'-3" TYP. 2 21'-6" FIRST FLOOR PLAN 1/4"=1'-0" C v C 04 COMMUNITYpEVECOpMENl APpROVED OFFICIE COP CO Approved By Permit Desk Building Department City of Atlantic Botwhi PL 12"x12" BOXED DECORATIVE COLUMN, TYP. 3 OGY DESIGN, • Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 2017 Ogy Design, Inc. \\OG12-PC\Projects\2014\Ossi log o\OssiHomesLogo.jpg STRUCTURAL CONSULTANT: APEX STRUCTURAL ENGINEERING SUTTON PARK COURT, SUITE 402 JACKSONVILLE, FL 32224 904.821.5200 _Nc. -L-,--_--Description Date BrianJo Adcock Residence ABCC lot 36 FIRST FLOOR PLAN AND WINDOW & DOOR SCHEDULES Project Number 2017.8.5 Date 10/19/2017 Drawn By off/ Checked By ov Al 01 Scale (' �STAIR DETAIL, TYP. 1 1/2"=1'-0" ', TERMINATE 0 CV I m 0 N - 0 O 13' MLI/iL KUUI'IIVI? 3T31tM UVLK 3LLr-/1UI7LKLU KUUrIIVV UIVULKL/ATIVILIVI OVER ROOF SHEATHING OVER PRE -ENG WOOD ROOF TRUSSES BALCONY WATERPROOFING SYSTEM BASES OF DESIGN: - "PLI-DEK" - I 3&6 1,A50 2 A502 4' / FT SLOPE 1 - WALL BALCONY A502 5'-8" SCONCE - 38'-8" E 8'- 5'-8" 1 1 '-4" 5'-8" 2'-10" 2'-10" 1 A 403 I I I I it 1 I 1 � I 5'-8" I I 8'f0" _—T BEDROOM 2 I 113� I i 10'-0" 3'-4" 10. I , I 0 WIC 2'-0"cc 444---4444- I 1 i i o 4'-10" L ---J I iC 4'-11" Ln En 12 10'-2" 6-8 I F- --- -� I I I I _ 3'-8' I N L- sP------ - - - - -- ----- �o I I BONUS/ MOVIE I I EW -EGRESS -� WINDOW, TYP.EW s' 4'-0" -3" I 10'46' 3-2' 16'- 1 I 25 I I I I I SECOND FLOOR PLAN 1/4"=1'-0" BEDROOM 1 0 I o � o TYP. I o 2 % 3 6' WALL 3 o I 3'-4" 10'-0" '4'-4" L NDRY ino I I IN CH OO WIC I I 1 '` �_22' x 0" x I ATTIC ,A' ® "' Y L' m ssI - - 4 444-4444-- I 19 18 17 16 15 14 13 12 11 10 C) 19R D r) I )PEN 7 TALL 38 F I � I 1 2 3 4 5 6 7 8 9 4444 .5'- 10" / F F \ - - �-OPEN TO BELOW X ` 600 / 5 I N / � I 1z I � I \ i I I I 0" 4'- &"'1 -- 11 _1___ ------- -1 1 I I I 1 I L I I I I I I a I I I I I A402 COUApie'.{, DV ELONENT ` QED CONDITIONED AREA: FIRST FLOOR: 2,173 SF '-0" 2'-10" TOTAL CONDITIONED AREA: 2'-9" 2'-9" 3'-1" 2'-9" 248 SF 2'-10" 433 SF COVERED PORCH -0" BALCONY 4'-0" TOTAL NON -CONDITIONED AREA: 1,522 SF V-6" TOTAL AREA UNDER ROOF: 4,901 SF O O � I 4' 4" I 1 A50 C?-- 4„ 4„ _._. _ _ ___ _ . __._- i ------ - 0 - - - - - - o - I 13 E E---13 4" O I o I _ A502 SC NCE W1 SAFETY 1© 2&4 al I (D1 A502 I 13'-8" _ I B TH 1 '" 13 -$ C? � I r,,- 1 npo _—T BEDROOM 2 I 113� I i 10'-0" 3'-4" 10. I , I 0 WIC 2'-0"cc 444---4444- I 1 i i o 4'-10" L ---J I iC 4'-11" Ln En 12 10'-2" 6-8 I F- --- -� I I I I _ 3'-8' I N L- sP------ - - - - -- ----- �o I I BONUS/ MOVIE I I EW -EGRESS -� WINDOW, TYP.EW s' 4'-0" -3" I 10'46' 3-2' 16'- 1 I 25 I I I I I SECOND FLOOR PLAN 1/4"=1'-0" BEDROOM 1 0 I o � o TYP. I o 2 % 3 6' WALL 3 o I 3'-4" 10'-0" '4'-4" L NDRY ino I I IN CH OO WIC I I 1 '` �_22' x 0" x I ATTIC ,A' ® "' Y L' m ssI - - 4 444-4444-- I 19 18 17 16 15 14 13 12 11 10 C) 19R D r) I )PEN 7 TALL 38 F I � I 1 2 3 4 5 6 7 8 9 4444 .5'- 10" / F F \ - - �-OPEN TO BELOW X ` 600 / 5 I N / � I 1z I � I \ i I I I 0" 4'- &"'1 -- 11 _1___ ------- -1 1 I I I 1 I L I I I I I I a I I I I I A402 COUApie'.{, DV ELONENT ` QED CONDITIONED AREA: FIRST FLOOR: 2,173 SF SECOND FLOOR 1,206 SF TOTAL CONDITIONED AREA: 3,379 SF NON -CONDITIONED AREA: COVERED ENTRANCE/PORCH 248 SF GARAGE 433 SF COVERED PORCH 516 sf BALCONY 325 SF TOTAL NON -CONDITIONED AREA: 1,522 SF TOTAL AREA UNDER ROOF: 4,901 SF ■ �• Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 'C12017 ogy Design, Inc. \\0G12-PC\Projects\2014\0ssi logo\OssiHomesLogo.jpg STRUCTURAL CONSULTANT: APEX STRUCTURAL ENGINEERING SUTTON PARK COURT, SUITE 402 JACKSONVILLE, FL 32224 904.821.5200 No. Description Date Jo & Brian Adcock Residence ABCC lot 36 SECOND FLOOR PLAN & TYP. STAIRS DETAIL Project Number 201 7.8.5 Date 10/19/2017 Drawn By ov - Checked By OV Al 02 [Scale REQUIRED ROOF VENTILATION CALCULATIONS TOTAL NET FREE VENTILATING ARIA: 1/ 150 OF VENTILATED ATTIC SPACE ROOF VENTILATION BASIS OF DESIGN: "CORA-VENT" ROOF VENTILATION SYSTEMS, OR r'APPROVED EQUAL 1st FLOOR ROOF VENTILATION CALCULATIONS ABOVE GARAGE, KITCHEN, DINING: CALCULATION ATTIC AREA = 584 SF 584 SF: 150 = 9,9 SF 3,9 SF x 144 = 562 sq. in . PROVIDE 50% FOR INTAKE (ROOF EAVE VENTS) = 281 sq. in. PROVIDE 50% FOR EXHAUST (OFF -RIDGE VENTS)= 281 sq. in. ABOVE MASTER SUITE CALCULATION ATTIC AREA = 821 SF 821 SF: 150 = 55 SF 5,5 SF x 144 = 792 sq. in . PROVIDE 50% FOR INTAKE (ROOF EAVE VENTS) = 396 sq. in. PROVIDE 50% FOR EXHAUST (OFF -RIDGE VENTS)= 396 sq. in. 2nd FLOOR ROOF VENTILATION CALCULATIONS CALCULATION ATTIC AREA — 1,393 SF 1,393 SF: 150 = 9.4 SF 9.4 SF x 144 = 1,354 sq. in . PROVIDE 50% FOR INTAKE (ROOF EAVE VENTS) = 677 sq. in. PROVIDE 50% FOR EXHAUST (RIDGE/ OFF -RIDGE VENTS)= 677 sq. in. INSTALL AL INTAKE/ EXHAUST VENTS PER MANUFACTURER'S RECOMMENDATION ROOF VENT AREA C)- CA LC U LATI O N m WIN GARAGE TRELLIS BELOW 1 ROOF PLAT 1/411 = 1'-0" HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: IVORY 1'-6" - HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: IVORY - ENTRY GABLE FEATURE HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: IVORY COmmuNITY m,. .:: L Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 CC, 2017 Ogy Design Inc, STRUCTURAL CONSULTANT: APEX STRUCTURAL ENGINEERING SUTTON PARK COURT, SUITE 402 JACKSONVILLE, FL 32224 904.821.5200 JU,-"- and Adcock Residence 0 TOT& IT -61 Project Number 2017.8.5 Date 10/19/17 Drawn By Ai ifhnr Checked By Scale ti 66 00 0 N 0 co T_ .... _._ ._...._.._ . ,....,..... .,....:.. I I f 6" / 1 () OEM III, ..mom - HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: IVORY - ENTRY GABLE FEATURE HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: IVORY COmmuNITY m,. .:: L Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 CC, 2017 Ogy Design Inc, STRUCTURAL CONSULTANT: APEX STRUCTURAL ENGINEERING SUTTON PARK COURT, SUITE 402 JACKSONVILLE, FL 32224 904.821.5200 JU,-"- and Adcock Residence 0 TOT& IT -61 Project Number 2017.8.5 Date 10/19/17 Drawn By Ai ifhnr Checked By Scale ti 66 00 0 N 0 co T_ 1x2 TRIM OVER HEAD TRIM 1 x8 TRIM @ HEAD 1 x4 TRIM @ JAMBS COLOR: WHITE 2x3 TRIM @ WINDOW SILL SLOPE TRIM 15° - 1x4 TRIM @ WINDOW SILL WINDOW TRIM C� DIAGRAM SMOOTH FIBER -CEMENT LAP SIDING W%6" EXPOSURE, W/ CORNER TRIM, "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE ''WHITE DOVE", OR EQUAL SHERWIN WILLIAMS SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSURE, - - W/ CORNER TRIM \\ "HARDIPLANK LAP SIDING" \ COLOR: BENJAMIN MOORE "WHITE DOVE", OR EQUAL SHERWIN WILLIAMS ALUMINUM DECORATIVE BAHAMA SHUTTER, -_ COLOR: BROWN-SHERWIN WILLIAMS "SW 3524" T 1'-0" 4 — - GARAGE DOOR, "AMARR" OAK SUMMIT CALL SCONCE - J CARRIAGE DOOR W/ LP30 LONG PANEL THAMESBEYOND COLOR: BROWN-SHERWIN WILLIAMS "SW 3524" _ __j FRONT ELEVATION_ 1/411 = 1'-0" A \ FIBERGLASS ENTRY DOOR, "THERMA-TRU" MODEL FC8322 COLOR: BROWN-SHERWIN WILLIAMS "SW 3524" - 15"x15" BOXED OUT DECORATIVE COLUMNS AT ROOF ACCENT GABLE FEATURE W/ P.T. 1x8 CAP & P.T. 1x10 BASE, COLOR: WHITE .U. Kuu �\ 28'- 2 1/16 -- HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: UNPAINTED FINISH 6" FASCIA AND FIBER -CEMENT SOFFIT, COLOR: WHITE - - PTE HEIGHT 0 -L1- - - - -- -. V - ALUMINUM DECORATIVE BAHAMA SHUTTER, i COLOR: BROWN-SHERWIN WILLIAMS "SW 3524" I SMOOTH FIBER-CFnnFNT I AP 4ZIMM '; WIV FxPCnSL1RF o R I I / W/ CORNER TRIM, -- "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE" OR EQUAL SHERWIN WILLIAMS - ---- ------ 2nd FLOOR 1 4" 11'- 9 7/8" 1 st FL PL HGT - - BOXED BEAM, 10'- 1 1/8" ... - - - - - ---- -- ---- COLOR: WHITE - 12"x12" BOXED OUT PORCH DECORATIVE COLUMN W/ P.T. 1x8 CAP & P.T. 1x10 BASE, COLOR: WHITE 0 ------- - FIBER -CEMENT SHAKE SIDING, W/ CORNER TRIM, "HARDISHINGLE SIDING -STRAIGHT EDGE PANEL" ............. --_ COLOR: BENJAMIN MOORE "WHITE DOVE", ............ _........... OR EQUAL SHERWIN WILLIAMS 1 st FLOOR 01 _ o nl PVC SINGLE HUNG WINDOW W/ TWO Level 0 Grade -2' - O" OVER TWO GRILLE PATTERN, WINDOWS MANUFACTURER: PGT BRICK BASE W/ SOLDIER COURSE BAND, PAINT WHITE COMMUNITY DEVELOPMENT APPROVED T.O. ROOF — 28' - 2 1/16" - - - - HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: UNPAINTED FINISH PLATE HEIGHT_ M'\ -- 20 - 11" v WALL SCONCE L3 SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSURE, ff W/ CORNER TRIM "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", i WOOD RAILING W/ GUARDRAIL @ 36". D OR EQUAL SHERWIN WILLIAMS MAX. SPHERE PASSAGE TO BE 4" PER FBC R312.3, ly- COLOR: BROWN-SHERWIN WILLIAMS "SW 3524" O I_ > N O I Q 2nd FLOOR o 11'- 9 7/8" - N -- — — — 4„ - - _ b o 1-st_ FL PL HGT ' - 1 1/8" v - BOXED BEAM, COLOR: WHITE -- - BOXED OUT PORCH DECORATIVE COLUMN W/ P.T. 1x8 CAP & P.T. 1x10 BASE, COLOR: WHITE o ... .. .------... st - - - - - , 117 PVC SINGLE HUNG WINDOW W MORTAR PA GE COAT, -- SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSER, WALL SCONCE LOW WALL @ 36", FIBER -CEMENT BOARD FINISH, Level 0 _Grade 1 BRICK BASE W/ SOLDIER COURSE BAND, NG U / PAINT WHITE TWO OVER ONE GRILLE PATTERN COLOR: BENJAMIN MOORE "WHITE DOVE", W/ CORNER TRIM, COLOR: BENJAMIN MOORE "WHITE DOVE", -21 - 0" J OR EQUALS ERWIN WILLIAMS "HARDIPLANK LAP SIDING" OR EQUAL SHERWIN WILLIAMS \ COLOR: BENJAMIN MOORE "WHITE DOVE", \ OR EQUAL SHERWIN WILLIAMS RIGHT SIDE 5 1/2" x 5/4' SMOOTH FIBER -CEMENT BASE/ TRANSITION RIM, ELEVATION COLOR: BENJAMtM MOORE "WHITE DOVE", OR EQUAL S ERWIN WILLIAMS r, 0 -w- �m OR I MAX No Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 L 2017 Ogy Design Inc, AtES MIND DEVELOPMENT STRUCTURAL CONSULTANT: APEX STRUCTURAL ENGINEERING SUTTON PARK COURT, SUITE 402 JACKSONVILLE, FL 32224 904,821.5200 No. I Description i Date i - ---- ------ i i ------ -- - ----- - - ... - - - - - ---- -- ---- - . ONT RIGHT SID� • ELEVATIONS 4 - 1x2 TRIM OVERHEAD TRIM if 1x8 TRIM @ HEAD - 1 x4 TRIM @ JAMBS -- COLOR: WHITE 2x3 TRIM @ WINDOW SILL SLOPE TRIM 15° - - 1x4 TRIM @ WINDOW SILL WINDOW TRIM DIAGRAM ---3'- b" IMi '-4 SMOOTH FIBER -CEMENT LAP IDING W/6" EXPOSURE, W/ CORNER TRIM, "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSURE, SEE WI OW/D R SCHEDULE W/ CORNER TRIM, "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", - 1 x4 TRIM @ JAMBS -- COLOR: WHITE 2x3 TRIM @ WINDOW SILL SLOPE TRIM 15° - - 1x4 TRIM @ WINDOW SILL WINDOW TRIM DIAGRAM ---3'- b" IMi '-4 SMOOTH FIBER -CEMENT LAP IDING W/6" EXPOSURE, W/ CORNER TRIM, "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", 0 - 5 1/2" 0' 10 BOXED OUT PORCH DECORATIVE COLUMN W/ N P.T. 1 x8 CAP & P.T. 1 x 10 BASE, PAINT WHITE P.T. 4x12 PURLIN - -- P.T. 6x6 BRACKET ..........._. 2'-01/2" NOTE: PAINT ALL TRELLIS MEMBERS, COLOR: BROWN-SHERWIN WILLIAMS "SW 3524" GARAGE TRELLIS DETAI L 1 " = 1'-0" HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: UNPAINTED FINISH SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSURE, W/ CORNER TRIM, "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", OR EQUAL SHERWIN WILLIAMS -_ HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, -- "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: UNPAINTED FINISH WOOD RAILING W/ GUARDRAIL @ 36". - MAX. SPHERE PASSAGE TO BE 4" PER FBC R312-3, _ COLOR: BROWN-SHERWIN WILLIAMS "SW 3524" I Ii i T.O. ROOF_ -AL - - HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, / "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: UNPAINTED FINISH SQUARE CUT EXPOSED RAFTER TAIL DESIC�N, Imo. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 c0 2017 Ogy Design Inc, ..., L5 AN DEVEELOPM ENT STRUCTURAL CONSULTANT: APEX STRUCTURAL ENGINEERING SUTTON PARK COURT, SUITE 402 JACKSONVILLE, FL 32224 904.821.5200 PVC PORCH SLIDING DOOR - WALL SCONSE, TYP. -� REAR ELEVATION 1/411 = 1'-0" - - I C0MMUN1rY0E � P VEjOPMFNr �p 0 V1F • TRELLIS AND BRACKET o' WALL SCONCE 00 — 1 st FLOOR 01 -off PVC SINGLE HUNG WINDOW W/ / `- MORTAR PARGE COAT, - SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSER, BRICK BASE W/ SOLDIER COURSE BAND, L@V@I O Grad fff � TWO OVER ONE GRILLE PATTERN COLOR: BENJAMIN MOORE "WHITE DOVE", W/ CORNER TRIM PAINT WHITE -2� 0 OR EQUAL SHERWIN WILLIAMS "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", OR EQUAL SHERWIN WILLIAMS 4'-0" HIGH GARBAGE & CU (SERVICE COURT) ENCLOSURE W/ 5'W 5 1/2" x 5/4" SMOOTH FIBER -CEMENT BASE/ GATE TO COMPRESSOR UNITS AND W/ 3'W GATE TO GAR AGE CAN: TRANSITION TRIM, SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSURE, COLOR: BENJAMIN MOORE "WHITE DOVE", W/ CORNER TRIM, "HARDIPLANK LAP SIDING" OR EQUAL SHERWIN WILLIAMS COLOR: BENJAMIN MOORE "WHITE DOVE LEFTSID ELEVATION OR EQUAL SHERWIN WILLIAMS 2 1/ A302 Scale As indicated 121 ti tf') 00 7. 00 00 0 N r` SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSURE, W/ CORNER TRIM, "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", OR EQUAL SHERWIN WILLIAMS HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, - "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: UNPAINTED FINISH I (2) P.T. 2x2 PURLIN _ BOXED BEAM, COLOR: WHITE --- / N O 0 0 SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSER, -- - ---- W/ CORNER TRIM "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", ^' OR EQUAL SHERWIN WILLIAMS f W 0 - 5 1/2" 0' 10 BOXED OUT PORCH DECORATIVE COLUMN W/ N P.T. 1 x8 CAP & P.T. 1 x 10 BASE, PAINT WHITE P.T. 4x12 PURLIN - -- P.T. 6x6 BRACKET ..........._. 2'-01/2" NOTE: PAINT ALL TRELLIS MEMBERS, COLOR: BROWN-SHERWIN WILLIAMS "SW 3524" GARAGE TRELLIS DETAI L 1 " = 1'-0" HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: UNPAINTED FINISH SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSURE, W/ CORNER TRIM, "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", OR EQUAL SHERWIN WILLIAMS -_ HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, -- "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: UNPAINTED FINISH WOOD RAILING W/ GUARDRAIL @ 36". - MAX. SPHERE PASSAGE TO BE 4" PER FBC R312-3, _ COLOR: BROWN-SHERWIN WILLIAMS "SW 3524" I Ii i T.O. ROOF_ -AL - - HIDDEN SCREW (STANDING SEAM) METAL ROOFING SYSTEM, / "GULF COAST" ROOFING, 5V CRIMP PANEL PROFILE, COLOR: UNPAINTED FINISH SQUARE CUT EXPOSED RAFTER TAIL DESIC�N, Imo. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 c0 2017 Ogy Design Inc, ..., L5 AN DEVEELOPM ENT STRUCTURAL CONSULTANT: APEX STRUCTURAL ENGINEERING SUTTON PARK COURT, SUITE 402 JACKSONVILLE, FL 32224 904.821.5200 PVC PORCH SLIDING DOOR - WALL SCONSE, TYP. -� REAR ELEVATION 1/411 = 1'-0" - - I C0MMUN1rY0E � P VEjOPMFNr �p 0 V1F • TRELLIS AND BRACKET o' WALL SCONCE 00 — 1 st FLOOR 01 -off PVC SINGLE HUNG WINDOW W/ / `- MORTAR PARGE COAT, - SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSER, BRICK BASE W/ SOLDIER COURSE BAND, L@V@I O Grad fff � TWO OVER ONE GRILLE PATTERN COLOR: BENJAMIN MOORE "WHITE DOVE", W/ CORNER TRIM PAINT WHITE -2� 0 OR EQUAL SHERWIN WILLIAMS "HARDIPLANK LAP SIDING" COLOR: BENJAMIN MOORE "WHITE DOVE", OR EQUAL SHERWIN WILLIAMS 4'-0" HIGH GARBAGE & CU (SERVICE COURT) ENCLOSURE W/ 5'W 5 1/2" x 5/4" SMOOTH FIBER -CEMENT BASE/ GATE TO COMPRESSOR UNITS AND W/ 3'W GATE TO GAR AGE CAN: TRANSITION TRIM, SMOOTH FIBER -CEMENT LAP SIDING W/6" EXPOSURE, COLOR: BENJAMIN MOORE "WHITE DOVE", W/ CORNER TRIM, "HARDIPLANK LAP SIDING" OR EQUAL SHERWIN WILLIAMS COLOR: BENJAMIN MOORE "WHITE DOVE LEFTSID ELEVATION OR EQUAL SHERWIN WILLIAMS 2 1/ A302 Scale As indicated 121 ti tf') 00 7. 00 00 0 N r`