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1157 VIOLET ST - DRAWINGSE CODE SUMMARY: FLORIDA BUILDING CODE 2014 FLORIDA RESIDENTIAL CODE 2014 FLORIDA ACCESSIBILITY CODE/ BUILDING CONSTRUCTION 2010 ADA/ADAAG/FHA 2009 INTERNATIONAL FUEL GAS CODE W/ FLORIDA SUPPLEMENTS 2008 NATIONAL ELECTRIC CODE, NFPA 70 2010 FIRE PREVENTION CODE FLORIDA ENERGY EFFICIENCY CODE/RESIDENTIAL BUILDING CONSTRUCTION SQUARE FOOTAGE INFORMATION: CONDITIONED SPACE: NEW CONDITIONED SPACE ............................... 1,421 S. F. UNCONDITIONED SPACE: NEWPORCH............................................................ 95 S. F. NEW GARAGE ADDITION ......................................... 391 S. F. NEWLANAI............................................................109 S. F. TOTAL NEW UNCONDITIONED AREA ........................ 595 S. F. STRUCTURE HEIGHT AND # OF STORIES: MAX. HEIGHT OF STRUCTURE .......................................... 16-0" NUMBEROF STORIES..................................................s.......1 TYPE OF CONSTRUCTION: OCCUPANCY.................................................... R-3 TYPE OF CONSTRUCTION................................SB SPRINKLED..................................................... NO MATERIAL INFORMATION: ROOFING MATERIAL SHALL MEET OF THE 2014 FLORIDA BUILDING CODE CHAPTER 9. K(61) vdt[�I� EF',W SINGLE FAMILY REStDENC lo[i7� s 0 ___AA1A. HOME DEVELO-PLE-QL,s, LLC THE MINIMUM REQUIREMENTS OF CHAPTER 15 CODE AND THE 2014 FLORIDA RESIDENTIAL WIND ZONE INFORMATION: BASIC WIND SPEED (3—SEC. GUSTS)...............................130 MPH BUILDING RISK CATEGORY...............................................II EXPOSURE CATEGORY.......................................................C77 BUILDING CATEGORY........................................................ CLOSED TOTAL DESIGN ROOF LOAD...............................................37 PSF TOTAL DESIGN FLOOR LOAD..............................................50 PSF MINIMUM SOIL BEARING PRESSURE...................................2,000 PSF COMPONENTS & CLADDING (P. S. F.) SIZE END ZONE (5) INTERIOR ZONE (4) 0 — 20 24.3 —32.5 24.3 —26.4 20 — 50 23.1 —30.4 23.1 —25.3 50 — 100 21.8 —27.3 21.8 —23.6 >100 17.5 —21.5 17.5 1 —22.6 NOTES: 1.) CONTRACTOR IS RESPONSIBLE FOR INSURING SOIL CONDITIONS AHVE A MINIMUM ALLOWABLE LOAD BEARING CAPACITY OF 2,000 PSF 41 r S r r 5 7 V__ 0 -"-1 1 -L _L ATLANTIC BEACH, FLORIDA SHEET NO. JACKSONVILLE INV MAL CS Al COVER SHEET SHT. 1 AIRPOR T SHT. 2 ELEVATIONS SHT. 3 r � SHT. 4 ROOF FRAMING PLAN G� R RD a� Q4 SHT. 6 WALL FRAMING PLAN G AD 95 W � 8 J S RD 17 zv9 RD T FLASHING DETAILS SHT. 10 ELECTRICAL PLAN A9 321#/1 321#Zl ROAD r EASTpORT � 333#/1 B11 °CFAYE DUNN AVE. _ B12 420#/1 c BUSCH m DR. d RD HJ14 103#Zl ST d II R W CJ15 57#/1 It GARDEN BLV 115 115 CKSC 105 Z CJ 17 72#/1 115A � D Cisco Ibnul P O JO6,s Blount 105 H S� zEDENFI PRITCHARD i 17 WFORT d W Field use J 0 CAROLINE RD din t RVI u 1 (U.S. Navy) ALT m< Y 1 5 a W R 140,23 Q H U > � 7 m WMERRILL �9 a W y�. •+C ( 3 a h W ti E E z >109 a a < 90 W " ARLINGSVAY Crnl Mun, Airport Y c x ER ST 90—BE-#,ANTIC r� 10 c 10 7 m V �. srAL SPRINGS RD X 'ITE 94' � S gp Florida Jr. College (South Campus) p1 W c HE BLVD 105 0 u V 17 q •tli 115E 1,! Hartong Airport �� JO = University of North Florida °3 LL D ti t r O BUT EXPRESSWAY N V x 10 3rd ST ° C.F,G C. SIBt T < A 95 Jncksonvlll E5 ti J a c k s o n v i l l e cN c al iel 4 q Z Naval A BL D Stntlon 2 2l Air Station SUNBEAM ALT SCALE OF MILES DUVAL CO 13 to CLAY CO Or 17 c�Qce 1TO KINGSLE E � GREEN ST UGUSTINE s VICINITY MAP SHEET NO. TITLE CS Al COVER SHEET SHT. 1 SITE PLAN SHT. 2 ELEVATIONS SHT. 3 FLOOR PLAN SHT. 4 ROOF FRAMING PLAN SHT. 5 FOUNDATION PLAN/FOUNDATION DETAILS SHT. 6 WALL FRAMING PLAN SHT. 7 FRAMING DETAILS SHT. 8 ROOF TRUSS PLAN SHT. 9 FLASHING DETAILS SHT. 10 ELECTRICAL PLAN III UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY MR. DOUGLAS FLEMING, PE #66648 DTD. 11/02/2015 TRUSS TO TOP PLATE CONNECTOR SCHEDULE TRUSS TRUSS END UPLIFT/CONNECTOR INTERIOR BEARING POINTS UPLIFT/CONNECTOR UPLIFT/CONNECTOR TRUSS END UPLIFT/CONNECTOR Al 54#/1 174#/1 191 1 A2 118#/1 361#/1 151#/1 A3 g9j/1 342#/1 156#/1 A4 315#/1 315#/1 A5 89#/1 89#/1 A6 97#/1 97#/1 A7 318#/1 318#/1 A8 319#/1 319#/1 A9 321#/1 321#Zl A10 560#Zl 333#/1 B11 185#Zl 185#/1 B12 420#/1 EJ13 66#/1 HJ14 103#Zl CJ15 57#/1 CJ 16 50#/1 CJ 17 72#/1 CONNECTORS: 1. SIMPSON H -2.5A W/ (5)-8d NAILS INTO TRUSS AND (5)-8d NAILS INTO PLATES PIP",�� � :�. EAS `'�✓ ti �; REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED 8Y:_,,�77 DATE,?g ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORI1It1> NCHOR CIVIL ENGINEERING `�`�•"��F °��� NGINEERING OF FLA• No. 24255 Nc. 4000-11 ST. JOHNS AVENUE ©" =_ JACKSONVILLE, FLORIDA 32205 =` �$ Slk • (904-388-1259) AUTH. # 5143 GENERALNOTES 1. IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGARS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACHE AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. 5. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 6. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE ENGINEER PRIOR TO COMMENCING WORK. 7. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODES INTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETE TURN -KEY PROJECT. 8. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM SITE. ALL WINDOWS AND CLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD WORKING ORDER. 9. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE. 10. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. 11. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER. 12. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT THE PRE -CONSTRUCTION MEETING. 13. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. 14. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR. THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR. GENERAL SOIL NOTES 1. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 2. PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. 3. DISTURBED SOIL TREATMENT MUST BE RETREATED. 4. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, SOIL MUST BE RETREATED. 5. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL BE NON -CELLULOSE CONTAINING MATERIALS AND RECEIVE AN APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. GENERALNOTES 1. FINISHED FLOOR TO BE A MIN. 12" ABOVE CROWN OR ROAD. 2.FINISHED FLOOR TO BE MIN 8" ABOVE GRADE. 3. DRIVEWAY AND SIDEWALK TO BE 4" CONCRETE SLAB WITH 6X6, #10/10 OR FIBERMESH REINFORCED OVER CLEAN COMPACTED FILL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE SITE HAS A MINIMUM BEARING CAPACITY OF 2,000 PSF. Z W W Q Li O Ld C� O Lv i Q LL_ O CD ry 15" PVC PIPE 28.4'(N TS) CONCF HEAD) INVERT FD. 1/2 )1 IR( (LB 49z - 0i WEST 14th 1157VIOLET STREET y co PAVED) �r7,n C3� Q I]Ir`Li7 nC \A/A \/� 12/2/15 REVISION: N/A I w � = O 00 U F- 00 Z >> W W Q M W 7- 0i WEST 14th 1157VIOLET STREET (NOT PAVED) �r7,n n Cnn-F I]Ir`Li7 nC \A/A \/� 12/2/15 Z Ld 12 W Q n LL O Li CD Li l 0 �1N 6" P C PIPE 24" RCE TO WEST PLAZA (BY PLAT) (50.0 FOOT RIGHT-OF-WAY) DRAINAGE DITCH SITE PLAN SCALE: 1:8 PH ��• • �`G NSF � /QG b ; No -24255 JA nom• ST •� ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORIDA, INC. WE of HA CIVIL ENGINEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FIAREDA 32205 (904 -WO -U09) AUTH. # 5143 PROJECT f. 1157VIOLET o RB DRAWN: KCM SCALE: w� ISSUED: 12/2/15 REVISION: N/A w � Z � LL Q J CL U W W � L: p m U) > U ti H U-) Z Q � J a PROJECT f. 1157VIOLET DESIGNED: RB DRAWN: KCM SCALE: AS -NOTED ISSUED: 12/2/15 REVISION: N/A SHEET 1 z I 6" X 6" COLUMN 0 PLATE HT. 1X TRIM "i 6" X 6" COLUMN o� HARDIE-LAP SIDING FINISH GRADE FINISH GRADE FRONT ELEVATION ll -Oft z 1X TRIM 0 vi FINISH GRADE - 12 5 r— HARDIE-LAP SIDING LEFT SIDE ELEVATION PLATE HT. 1X TRIM z HARDIE-LAP SIDING o, iN61:1111 F.F.E. 1'-0" 'm HARDIE-LAP SIDING 0 1X TRIM i o> FINISH GRADE RIGHT SIDE ELEVATION l' -O" PLATE HT. 6" X 6" COLUMN 1X TRIM • 0 b� F. F. E. 1X TRIM HARDIE-LAP SIDING F— �- HARDIE-LAP SIDING -N --A REAR ELEVATION 1/40' PLATE HT. 1X TRIM a� F.F.E. PLATE HT. 6" X " COLUMN HARDIE-LAP S 00 F.F.E. OFFICE COPY nrr►rt�rr��,� PH B0�,''`,,���� ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORIDA, INC. R OF Fld CIVIL ENGINEERING �C,� • 1�0. L���S � i�t�ltti a \ d Y 4000-11 ST. JOHNS AVENUE • JACKSONVILLE, FLORIDA 32205 m STA F o AUTH. 1 5143 +ice®��. .( .�.�. • ����, �.� PROJECT: DESIGNED: RB DRAWN: 0 SCALE: AS -NOTED N 12/2/15 w OJ V) W IL Z 0 u) _ F- U Qw< > J W wpm -jU � w - P.--- Z Q � J Q PROJECT: DESIGNED: RB DRAWN: Jwi SCALE: AS -NOTED ISSUED: 12/2/15 REVISION: N/A SHEET 2 0 0 I o ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORIDA, INC. mm 1 Or HA CIVIL ENGINEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 I (oa-see-moo) AUTH. # 5143 34'-8" 15'-7" 19'-1" 13'-5" 5'-8" 7'-117" I 7'-7j" 6'-10j" I 12'-2j" 8" X 8" COLUMN --- \� �� I 2-3050_ SH 15'-7" 1'-6j" 34'-8" FLOOR PLAN 1/4" = 1'-0" 1'-6j" S.F. DATA: Q HEATED: 1,421 R&S GARAGE: 391 SF PORCH 95 SF LANAI: 109 SF W.I.C7 � 1 LANAI CH=9'—o" a �000 o � > CH=9'-4" I `�' ti H � Z coNc. SLAB Q MASTER BEDROOM 2os8 co J Q CH=9'-0" = o N rr 00 00 M M SHOWER Lu o H Y N � M O I d `i 00 CD 3'-5j" L. 2'-4j" L. 6'-3j" IS C, O in U) C) .-,N 00 m N O_ _ LF 00 N 2os8 M BATH N00 M 0cli a I to GREAT ROOM 2668 6'-112" CH=9'-0" L M � 1 A_3 ° TUB BEDROOM 2 CH=9'-0" � M00r ° I [00I� 15'-7" 6'-3�" 12'-9j' 10 5'-1j" 5-4j" BATH 22,-31" L. CH=9'-0" 4068 BF CD DINING O X co CH=9'-0" N 'r z CLOSET R&S co '�"j r C)f _ R&S CLOSET N io 1.0 4068 BF o 726687 Lo M oil 10'-0"co o co RAISED BAR 42" A.F.F. W co M BEDROOM 3 °WI ; U_-)LAUND. SINK D CH=9'-0" — — O CD CD iI o W�H AHU N 0 CD M 04 04 - O � 04%. I KITCHEN 6'-31" 12'-9j" CH=9'-0" — 3068 4'-0" z 0 20min FIRE RATED ATTIC ACCESS COMP. ICV CD ° ° O CO to N 2068 I � N O I 2-3050 SH GARAGE N 6'-11" 6'-8" 2'-0" CH=9'-4" It 2' 3" 9'-31"1 4, 010. 'p CONC. SLAB PORCH WU- CH=9'-4" o w °- cn Fo al$o lo0 6" X 6" COLUMNS I 11'-3" 4'-4" 16' X 7' OHD 15'-7" 1'-6j" 34'-8" FLOOR PLAN 1/4" = 1'-0" 1'-6j" S.F. DATA: Q HEATED: 1,421 SF GARAGE: 391 SF PORCH 95 SF LANAI: 109 SF OFFICE COPY PROJECT: 1157VIOLET Q RB DRAWN: D SCALE: W w 12/2/15 REVISION: � Q� W Iii � W Q �000 � > U ti H � Z Q � J Q PROJECT: 1157VIOLET DESIGNED: RB DRAWN: KCM SCALE: AS_NOTED ISSUED: 12/2/15 REVISION: N/A SHEET 3 I co LO 37'-4" 11 ROOF PLAN 1 4" = 1'-0" NOTE: ROOF SHALL HAVE 7/16" OSB SHEATHING W/ 8d RINGSHANK NAILS Q 6 O.C. AT ALL SUPPORTS AND 4" WITHIN 4' OF GABLE ENDS (SEE ROOF TRUSS ENGINEERING FOR ROOF TRUSS SPECIFICATIONS) Roof Data (Linear Feet) Eave Line 200' Gable Line 53' Ridge Line 44' Hip Line 53' Valley Line n/a NOTE: Attic Vents Will Be Provided At 1 Linear Foot Per 150 Square Feet Of Roof Surface. Roof Arec=2654 1157VIOLET Sq. z><1 Li \k�x 4n 0 I 15'-7" KCM 21'-9" 150= 37'-4" 11 ROOF PLAN 1 4" = 1'-0" NOTE: ROOF SHALL HAVE 7/16" OSB SHEATHING W/ 8d RINGSHANK NAILS Q 6 O.C. AT ALL SUPPORTS AND 4" WITHIN 4' OF GABLE ENDS (SEE ROOF TRUSS ENGINEERING FOR ROOF TRUSS SPECIFICATIONS) Roof Data (Linear Feet) Eave Line 200' Gable Line 53' Ridge Line 44' Hip Line 53' Valley Line n/a NOTE: Attic Vents Will Be Provided At 1 Linear Foot Per 150 Square Feet Of Roof Surface. Roof Arec=2654 1157VIOLET Sq. Ft. Total KCM Divided by 150= 17.7 Linear Feet Req. OFFICE COPY ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORIDA, INC. CIVIL ENGINEERING No 24 �1 j; 5TTv�xnurs ori PZA 4000-11 ST. JOHNS AVENUE 1 ° JACKSONVILLE, FIAREDA 32205 V. (taa—see—izse) • zt ATrPU A KlAA Q D W � W � Z� LLJ U) 2 � 000 W � > U ti H � Z Q � J Q PROXCT f 1157VIOLET DESIGNED: RB DRAWN: KCM SCALE: AS—NOTED ISSUED: 12/2/15 REVISION: N/A SHEET 4 12" THICKENED EDGE POURED CONC. FTR. w/ 2 #5 BARS EACH WAY TYP. 1 5 0 b LO O F- c") m 0 34'-8" 15'-7" 0 4 3 ELEV -0' 4" 5 5 O i r O 11'-112" 17'-14" ALL SLABS: O 4" DEEP POURED CONC. SLAB w/ 6x6, #10/10 W.W.F. OR 17'-11" FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED FILL. 0'-0" RN. u. ELEV. ASSUMED DATUM Ahk 5'-10" 4'-5f- 0 0 3 M 11'-7" ELEV -0'-4" _ M 11'-3" 4'-4" i- iD 0 12" THICKENED EDGE POURED CONC. FTR. w/ 2 #5 BARS EACH WAY TYP. 15'-7" 34'-8" E LL a W a O J FOUNDATION PLAN SCALE: 1/4"= 1'-0" GENERAL NOTES: 1.) CODES USED: 2014 FLORIDA BUILDING CODE 5TH EDITION, ACI AND ASCE-7-10. ALL LATEST EDITIONS USED 2.) ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3.) CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4.) DETAILS FOUND WITHIN THESE DRAWINGS SHALL ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 5.) CAST IN PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS 6.) ALL REINFORCING SHALL BE HELD SECURLY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE W/ CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING PLACEMENT OF CONCRETE. 18'-6" ELEV -0'-6" 16'-0" 19'-1" 4" CONCRETE SLAB W/ 6"X6" W1.4 X W1.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 2X4 EXTERIOR WALL WITH }' THREADED ROD EVERY 4' O.C. MINIMUM 6" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING FOOTING AND SLAB POURED WITH A MINIMUM OF 3000PSI CONCRETE. (2) - #5 BARS CONT. ON CHAIRS. (D TYPICAL MONOLITHIC FOOTING 1 /2"=1'-0" 2X4 INTERIOR BEARING WALL WITH J' THREADED ROD EVERY 4' O.C. MINIMUM 6" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING. 4" PORCH RECESS }":12 PITCH AWAY FROM THE HOUSE 6 MIL MINIMUM VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 3000PSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAY CURE. (2) - #5 BARS CONT. 3 INTERIORBEARINGFTG. w STEP 1/2 =1 —0 6 5 1157VIOLET SEE PLANS FOR CURB HEIGHT. RB DRAWN: f4 1 3000PSI MINIMUM CONCRETE W it .� Q J COMPRESSIVE STRENGTH AFTER � LL ' • ' + Al" 28 DAY CURE. Z U) Z 6 MIL MINIMUM VAPOR Q BARRIER ON CLEAN � Q B. 8• a• COMPACTED TERMITE > U TREATED FILL. 7.) UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELDED WIRE FABRIC WIRE SPACING PLUS 6" REINFORCING BARS 40 BAR DIAMETERS 8.) ALL REINFORCING STEEL SHALL CONFORM TO A615, GRADE 60. MINIMUM COVER SHALL BE AS FOLLOWS: FOOTINGS: 3" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEA ER) 2" PEDESTALS AND COLUMNS: 2" SLAB AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER): 3/4" SLABS ON GRADE: 2" FROM TOP 9.) ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK. 10.) FOUNDATION SHALL BE CONSTRUCTED ON FLAT GRADE 11.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE MINIMUM SIOL BEARING CAPACITY OF THE SITE IN 2,000 PSF OR GREATER. BEARING CURB STEP @IN TERIOR BEARING FOOTING 1 /2 =1 —0 2X4 INTERIOR BEARING WALL WITH }" THREADED ROD EVERY 4' O.C. MINIMUM 6" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING. 6 MIL MINIMUM VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 3000PSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAY CURE. (2) - #5 BARS CONT. 3000PSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28DAY CURE #5 CONTINUOUS EACH WAY 4" CONCRETE SLAB SLOPES 1/4" PER FOOT AWAY FROM HOUSE. 6 MIL VAPOR BARRIER ON CLEAN COMPACTED FILL. GyH ICK�0NEl EDGE SLAB /2 =1 4" CONCRETE SLAB W/ 6"X6" W1.4 X W1.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 2X4 EXTERIOR WALL WITH J' THREADED ROD EVERY 4' O.C. MINIMUM 6" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING. HEIGHT OF CURB VARIES WITH SLOPE OF GARAGE SLAB. FOOTING AND SLAB POURED WITH A MINIMUM OF 3000PSI CONCRETE. (2) - #5 BARS CONT. ON CHAIRS. 6 GARAGE ,MONOLITHIC FOOTING 1 /2 =1-0 4" CONC. SLAB FOOTERPIPETH—/ FOOTERR ADD (1) #5 30" LAP FOO PIPE THRUMONO FTG. DTL. N.T.S. ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORIDA, INC. ,�>ao��++i+Ilrrrrrr/�/�/i �,� o� CIVIL ENGINEERING ���\o�`�'N©S� B0 "N/ 4000-11 ST. JOHNS AVENUE �� `41 ° 1 ` . XCENS ° JACKSONVILLE, FLORIDA 32205 a (ea -see -=9) � No. 24255 AUTH. # 5143 ° ST, r r ''gyp •'�< R1'� OFFICE Copy PROJECT 1157VIOLET Q RB DRAWN: D z W � Q J W � � LL Z U) Z W Q � Q m Z > U OLOZ LL Q � J Q PROJECT 1157VIOLET DESIGNED: RB DRAWN: KCM SCALE: AS -NOTED ISSUED: 12/2/15 REVISION: N/A SHEET THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED WIND LOAD REQUIREMENTS OF CHAPTER #3 OF J THE FBC 2014 RESIDENTIAL Vult = 130MPH. ALL -THREAD NOTES 1. ALL—THREAD RODS TO BE 1/2- DIAMETER BARS PLACED AT 6' O.C. IN ALL EXTERIOR AND INTERIOR BEARING WALLS. 2. PLACE ALL—THREAD RODS AT 10" MAXIMUM FROM EACH CORNER AND AT EACH INTERSECTION OF BEARING WALLS. PLACE ALL—THREAD RODS AT 3" MAXIMUM FROM EACH SIDE OF ALL HEADER BEAMS. 3. ALL—THREAD RODS TO BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM, OR APPROVED EQUIVALENT. ALL—THREAD EMBEDMENTS FOR ALL EXTERIOR WALLS AND LOAD BEARING WALLS TO BE A MINIMUM OF 6" INTO FOOTING 4. USE 2" SQUARE WASHERS ON ALL—THREAD AND ANCHOR BOLT LOCATIONS, UNLESS NOTED OTHERWISE. FRAMING NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X4 SPF 0 16" O.C. WITH J" OSB. 2. OSB PANELS SHALL BE INSTALLED HORIZONTALLY USING 8d RINGSHANK NAILS 6"O.0 ALONG EDGES AND 12" O.C. IN FIELD. 3. INTERIOR WALLS SHALL BE 2X4 SPF 0 24" O.C. HEADERS, TOP PLATES, AND BASE PLATES SHALL BE #2 SYP. 4. ALL EXTERIOR WALLS WITHOUT OPENINGS SHALL BE CONSIDERED TO BE SHEARWALL SEGMENTS. 7 1/2" THREADED RODS AT 6' O.C., 0 (2) 2X6 (2) 2X6 0 FRAMING LEGEND D EXTERIOR BEARING WALLS PLACE DOUBLE STUD GROUP UNDER PORCH BEAM [A BEARING. FASTEN PORCH BEAM TO DOUBLE STUD GROUP W/ SIMPSON HUC28-2 HANGER. FASTEN ® 2 PLY HEADER BEAMS DOUBLE STUD GROUP TO FOOTING WITH LTT206. FILL ALL HOLES WITH 10d NAILS. 2 PLY PORCH BEAMS Q 1/2" THREDDED ROD (2) 2X8 Al N (2) 2X8 2.0E 1.75" x 9.25" LVL (2) 2X6 (2) 2X6 (2) 2X8 4X4 P.T. PORCH POSTS, TYP. (2) 2X6 (2) 2X8 m Is 10 FRAMING PLAN SCALE: 1/4" = F-0" (2) 2X6 2 7 2 7 2.0E 1.75" x 9.25" LVL 7 ON 5 7 (2) 2X6 (2) 2X6 No. 2425r-_. s p ST C �` R ~.. • /ONAV (2) 2X6 1/2" THREADED RODS AT 6'0.C., TYP. ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORIDA, INC. wo yr HA CIVIL ENGINEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (O" -see -u so) AUTH. # 5143 OFFICE COPY THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED WIND LOAD REQUIREMENTS OF CHAPTER #3 OF THE FBC 2014 RESIDENTIAL Vult = 130MPH. I PROJECT: 1157VIOLET DESIGNED: RB DRAWN: KCM SCALE: AS -NOTED ISSUED: 12/2/15 REVISION: N/A SHEET 6 OWA4 SECTION TYPICAL ROOF PITCH PER ELEVATIONS AND ROOF PL PRE -ENGINEERING TRUSSES @ 24" O (MAX) W/ SIGNED 8 SEALED CALCS. B) FLORIDA REGESTERED ENGINEI ASPHALT SHINGLES OVER 30# FELT( 7/16" O.S.B. SHEATHING RATED 1& HURRICANE TIE 0 EA. TRUSS PI FRAMING PL MTL. DRIP ED( FASCIA AS SPEC (SEE DETAII VENTED VINYL ALUMINUM SOF R-11 BATT INSULATIC 7/16" O.S.B. SHEATHIN EXTERIOR FINISH PER ELEVATION: SF 2x4 P.T. SOLE PLAT MONOLITHIC CONIC. FOUNDATION W/ (2) a5 RODS CONT. ON CHAIRS 7/16" OSB ROOF DECK FASTENED TO TRUSSES. SEE TRUSS PLAN FOR FASTENING DETAILS.. SEE CONNECTOR SCHEDULE ON COVER SHEET FOR TRUSS TO TOP PLATE CONNECTIONS. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16'0.C. STAGGERED. MINIMUM 24" LAP WITH (12)1Od IN LAP. 2"ALL THREAD CONNECTORS. SEE iLL-THREAD NOTES FOR INSTALLATION ;PECIFICATIONS, SPACING AND EMBEDMENT, FASTEN 7/16" OSB OR COX EXTERIOR PLYWOOD SHEATHING W/ 8d ® 6" O.C. ON EDGES, 12" O.C. IN FIELD, 2x4 SPF STUDS AT 16" O.C. 2x4 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR :OLTS AT & O.C. WITH 6" MIN EMBEDMENT, CENTERED ETWEEN ALL -THREADS AND AT EACH SIDE OF BOTTOM 'LATE SPLICES. 12" ALL -THREAD RODS MAY BE USED IN 'LACE OF ANCHOR BOLTS. SEE ALL -THREAD NOTES FOR )ETAILS. IOOOPSI CONCRETE FOR ALL FOOTINGS AND SLABS. ;EE FOUNDATION PLAN FOR FOOTING DETAILS. 2) $5 REBAR CONTINUOUS. iUL. 8'PLATE HT. 3@ GABLE ENDS I TOP PLATE (STAGGER JOINTS -0" MIN.) W/ SP4 @ EACH STUD PER FRAMING PLAN UNIT AS PER ELEVATIONS AND FLOOR PLAN 1 SILL PER BUILDERS SPEC. CAULKED 0 WINDOW O.C. SLAB 0'-0" FIN. FLR. CLEAN FILL OR EM MAY BE USED IN inc„imENT FOR TERMITES) �z TYP. EXT. WINDOW FRAME WALL SECTION 1 /2"=1'-0" SIMPSON HOLES WI KING CRIPPLE •: i s . • • � :• • .: .. 3 HEADER FRAMING DETAIL TYPICAL -o, NOTES 1. NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADE , CRIPPLES, KINGS OR TOP PLATE IF OPENINGS ARE LOCATED BETWEEN STANDARD AL THREAD SPACING. PORCH POST TO BEAM q 1/2"=l'—O" EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SVP 2X12 HEADER TYP. WITH }" FLITCH. 2 KING STUDS AND 1 CRIPPLE, TYP. FASTEN DOUBLE KING STUDS TO SINGLE CRIPPLE STUD WITH (6) 16d NAILS. OPENING SIZES VARY. SEE PLANS FOR OPENING SIZES THREADED ROD EMBEDMENT DEPTH 6" MINIMUM DRILLED AND EPDXY INTO FOOTING WITH SIMPSON SET EPDXY OR SIMILAR - 1/2" ANCHOR BOLTS AT 6' O.C. WITH 6" MIN EMBEDMENT, CENTERED BETWEEN ALL -THREAD RODS AND AT EACH SIDE OF BOTTOM PLATE SPLICES OR 12" THREADED ROD WITH NUT AND WASHER EPDXIED WITH SIMPSON SET EPDXY OR SIMILAR. (2) 2X10 No. 2 SYP. PORCH BEAMS. (2) MSTA24 W/ (26) 1 O FROM BEAM TO COLUMN (PLACE ONE STRAP ON EACH SIDE OF COLUMN). NO. 2 SYP 4x4 PT. PORCH POST. (TYP 2 PLACES) SIMPSON ABU44 FILL ALL HOLES WITH 16d NAILS. USE A 5/8" ANCHOR DRILLED AND EPDXIED INTO FOOTING, MINIMUM EMBEDMENT OF 7", SEE FOUNDATION PLAN FOR FOOTING DETAILS. 2x4 9 CHOI GARAGE DOOR TRACK. 3.5X11.875 LP GANGLAM 1.8E OR EQUAL 2X8 (PT) PLATE EACH SIDE OF GARAGE DOOR OPENING. 4) 1/2"X 4" LAG BOLTS AT EACH DOOR TRACK WITH 2" SQUARE ✓VASHER AND NUT AT GARAGE HEADER BEAM DOUBLE STUD 3ROUP BEARING. TYPICAL MONOLITHIC FOOTING WITH 3/4" RAIN CUT. SEE FOUNDATION PLAN FOR DETAILS, (D GARAGE DOOR TRACK MOUNT DTL. (D11 ABLE END TRUSS BRACING il9i!!!/ttjttf, H ���G�'' =g No. 242 ST F yIs- e"" Divi OLA81QdittlRB; T)ralF��oaaarela uoattnple PRAr1 00 PACER$.ElaadeSwWPVC, FaseOwarsa�acus(�reaa«rnl�erataat r��s P(6 cnrao ,�rrwrc��aaesam. WAII.W. 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GVAMCE IF' -0.► SAtiiSGJL 11Ig&E1S6AE6iti"S 2`FROM GOFibiEat 3THREADS PEtETRAipf#a SGTTIESM(My HEAD) CITE 'MN.M1=3Wft 3$a'6HILflK1tNKCM11 Yr'11 RMGORNE9t S" (HAFIFAQ�4r4"fGC: 2X4 OUTLOOKER @ 24" O.C. (MAX. 24" CA.) W/ A34 0 24" O.C. 7/16" OSB COVERED W/ 7/8" STUCCO OR HARDI-LAP SIDING OR 7-12" X 12'-0" TEXTURED CEMENTIOUS LAP SIDING 2X4 VIAND BRACE @ RIDGE 8 AT 8 FT O/C TO 3rd TRUSS W/ (3) 16d's EA. INTERSECTION iG�i[I�1[:II: H-OT04 FT = NO 2X REQUIRED H = 4FT TO 10 FT = 2X4 REQUIRED H = 1 OFT - 14'-3" FT = 2X6 REQUIRED VERIFY SIMPSON UPLIFT CONNECTOR FOR THE APPROPRIATE TRUSS LOADS. SEE TRUSS PLAN AND DETAILS. DOUBLE 2X4 TOP PLATE ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORIDA, INC. um OF ,u CIVIL ENGINEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (004-888--1269) AUTH. # 5143 1157VIOLET Q RB DRAWN: D SCALE: $iEEL h■�SFf#t : a�"QC: BEYO#aS7E�fFtAAA4G 'N6A .j� ; � }� �ASCSNFiY Gq{Jft1i#ASTUASi11 TQQM`FO�,aSTti.. ASTM C�i&tUf! GROUT NI F�.TFF(4MIICCt1lI'II iFLATFIEAGj 2°RtQFaCC'RiaER t• f � � P = 2i� PSi z Q m � > UK ".><t3.•4,55 Y6W40DiV {FIAT W," 1*FRtlMCC�N/ER, 1' �. 2X4 OUTLOOKER @ 24" O.C. (MAX. 24" CA.) W/ A34 0 24" O.C. 7/16" OSB COVERED W/ 7/8" STUCCO OR HARDI-LAP SIDING OR 7-12" X 12'-0" TEXTURED CEMENTIOUS LAP SIDING 2X4 VIAND BRACE @ RIDGE 8 AT 8 FT O/C TO 3rd TRUSS W/ (3) 16d's EA. INTERSECTION iG�i[I�1[:II: H-OT04 FT = NO 2X REQUIRED H = 4FT TO 10 FT = 2X4 REQUIRED H = 1 OFT - 14'-3" FT = 2X6 REQUIRED VERIFY SIMPSON UPLIFT CONNECTOR FOR THE APPROPRIATE TRUSS LOADS. SEE TRUSS PLAN AND DETAILS. DOUBLE 2X4 TOP PLATE ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORIDA, INC. um OF ,u CIVIL ENGINEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (004-888--1269) AUTH. # 5143 PROJECT # 1157VIOLET Q RB DRAWN: D SCALE: W � � W N/A Q .j� � lasses— U) w Q (DJ W z Q m � > U a LOZ � J � f-- Q PROJECT # 1157VIOLET DESIGNED: RB DRAWN: KCM SCALE: AS_NOTED ISSUED: 12/2/15 REVISION: N/A OFFICE COPY S H E E T THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR /�0 / EXCEED WIND LOAD REQUIREMENTS OF CHAPTER #3 OF / THE FBC 2014 RESIDENTIAL Vult = 130MPH. TRUSS NOTES: 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS EACH SIDE 1'-6" TO 6'-0" —.1 1 A+--1 3 HEADER STUDS EACH SIDE 6'-0" TO 12'-0" 4 HEADER STUDS EACH SIDE 12'-0" TO 18'-0- 2 HEADER STUDS REQ. 1) FULL LENGTH STUD 3 HEADER STUDS REQ. 2) FULL LENGTH STUDS 4 HEADER STUDS REQ. 2 FULL LENGTH STUDS 4. BEARING WALL NAIL PATTERN, ALSO GABLE ENDS 1. PLYWOOD: (FIELD) USE 8D NAILS 0 12" 0/C (EDGE) USE 8D NAILS ® 6" 0/C 2. GYPSUM: (FIELD) USE 5D NAILS CSD 8" O/C (EDGE) USE 5D NAILS ® 4" 0/C <G a -'E a1 T 5. ROOF NAILING PATTERN ZONE CHART 1 ZONE 1 — USE 8D COMMON NAILS ® 6" 0/C ZONE 2 — USE 8D COMMON NAILS ® 6" 0/C 3 ZONE 3 — USE 8D COMMON NAILS ® 4" 0/C 6• 1/2" GYPSUM CEILING: USE 5D NAILS ® 7" 0/C 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED 0 5" O.C. EDGES & ® 5" O.C. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF ® 24" O.C. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF ® 16" O.C. UNLESS OTHERWISE NOTED. 9. GABLE END SHEATHING SHALL BE NAILED WITH 8—d's 4" 0/C EDGES AND 6" O/C FIELD 10. TABLE 2304.9.1, OF THE FLORIDA BUILDING CODE 2014 5th ED., NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. 11. PROVIDE 5/8" TYPE X GYP. BD. ® GARAGE CLG. BENEATH HABITABLE SPACE & 1/2" MIN GYP. BD. ® GARAGE SIDE WALLS & UNDERSIDE OF STAIRWAY IF USED AS ACCESSIBLE SPACE 12 UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY MR. DOUGLAS FLEMING, PE #66648 DTD. 5/20/2015 IS STRUCTURE HAS BEEN DESIGNED TO MEET OR CEED WIND LOAD REQUIREMENTS OF CHAPTER #3 OF E FBC 2014 RESIDENTIAL Vult = 130MPH. X/ ti w u7 V� U U U Q CJ17 CJ16 ti CJ15 co M 10 34'8" 15'7" 19'1" 0 (o I- CJ 17 CJ16 CJ15 1 1117" 1 4' 1 1911" ROOF TRUSS PLAN F 1S. ,��\1��i1���l�t',�"!' r� c - OFFICE COPY ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLORIDA, INC. wo of FLL CIVIL ENGINEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 PROJECT: 1157VIOLET DESIGNED: RB DRAWN: KCM SCALE: AS -NOTED ISSUED: 12/2/15 REVISION: N/A SHEET 8 2x4 STUD SHEATHING WEATHER BARRIER (Tyvek "Or" Equiv.) NOTE: WOOD STRUCTURAL PANEL METAL LATHE AND SHEATHING ATH R—R SISTIV BARRIER MUST EXTEND WHERE WOOD CONTACTS DOWN OVER FLASHING STUCCO. COVER WITH TWO Lp8YERS QF DESIGNED: SIDING WEATHER—RESISTIVE BARRIER METAL FLASHING (26 Go. Galv.) WOOD STRUCTURAL PANEL SHEATHING WEATHER—RESISTIVE BARRIER — LAP OVER TOP OF METAL HEAD FLASHING SNOOD SIDING BED OF SEALANT WOOD STRUCTURAL PANEL SHEATHING STUCCO FINISH WEATHER RESISTIVE BARRIER STUCCOBRICK ISSUED: WASHERS. 04 � TIE THROUGH WALL BRICK VENEER FLASHING SEALANT DRIP SCREED METAL LATHE SEALANT X26 Ga. Golv.) 41 4" FLASHING (26 Ga. Galv.) TREATED LUMBER _ r SILL FLASHING (26 Ga. Galv.) CONCRETE SLAB USE STAGGERED BOLTS OR nRIP EDGE_ a" Above Grade TREATED LUMBER WITH SCREWS —RESISTIVE (Minimum) HOLD—DOWN ANCHOR BARRIER CAUL_KING/SEALANT WITH BACKER ROD rade \L0 DRIP CAP WOOD STRUCTURAL PANEL WEEP HOLES WEATH R—R SI TI WINDOW FLANGE GRADE TREATED LUMBER GRADE BARRIER LI: 0 WOOD SIDING (Installed Per ASTM Standard 1063-03) SHEATHING NEL Stucco Termination 0 Base Stucco Termination 0 Base WEATHER—RESISTIVE SYSTEM .FLASHING SECTION CROSS—SECTION © WINDOW Of Wood Frame Stucture (Slab) Of Wood Frame Stucture (Off—Graded AT AN EXTERIOR DECK a BRICK LEDGE HEAD AND SILL � idina) Scale: 3/4"=1'-0" Scale. 3/4"=1'-0" Scale: 3/4"=1'-0" Scale: 3/4"=1'-0" Scale: 3/4"=1'-0' ` �` NOTE:` FINISHED SIDING SERVES WEATHER—RESISTIVE NOTE: SEAL WINDOW OPENING WITH SELF AS COUNTER FLASHING BARRIER MUST EXTEND DOWN OVER FLASHING WOOD STRUCTURAL PANEL DRYWALL ADHESIVE TAPE AS REQUIRED DRYWALL (INCLUDE METAL LATH SHEATHING WOOD STRUCTURAL PANE BY WINDOW MANUFACTURERL w/ STUCCO FINISH) WEATHER—RESISTIVE WOOD STRUCTURAL PANEL BARRIER TWO LAYERS OF WEATHER RESISTIVE—BARRIER ® GABLE FACE THROUGH—WALL FLASHING METAL LATHE LAP SIDING "OR" ROOF DECKING WEEPHOLES STUCCO STUCCO FINISH / „ACUM GA V FISTEEL CONTINUOUS 26 Ga. Galv.. LINTEL SEALANT HEAD FLASHING (26 Go. Galv.) SEALANT / In Upper 1/3 Portion) ENEER BEYOND CEMENT SHINGLES TO FLASHING / AT M SEALANT SLOPED BRICK SILL SILL FLASHING (26 Ga. Galv.) — SHEATHING SHEATHING tE� WEEPHOLES THROUGH—WALL FLASHING (INSTALLED BEFORE WINDOW) METAL LATHE STUCCO WOOD STRUCTURAL PANEL WEATHER BARRIER (Tyvek "Or" Equiv.) — WEATHER BARRIER (Tyvek "Or" Equiv.) o WOOD STRUCTURAL PANEL RESISTIVEWEAIUFE WINDOW FLASHING APPLIED BEHIND WINDOW FLASHING APPLIED OVER ROOFING BARRILH BRICK VENEER AIR SPACE WINDOW FLANGE FI ANGF 8r FLASHING WINDOW FLANGE SEALANT APPLIED BEHIND (Use Self—Adhesive Tape) WINDOW FLANGF AS R OUIRFD BY WINDOW MANUFACTURER ROOF TO WALL FLASHING (Perpendicular) CROSS—SECTION 0 WINDOW HEAD AND SILL (Brick Veneer) CROSS—SECTION WINDOW HEAD AND SILL ( o) SELF—FLASHING WINDOW INSTALLATION TYPE "A" (Top View) WINDOW INSTALLATION TYPE "B" (ToView) te r Scale: 3/4"=1'-0" ' Scale: 3/4"=1'-0 '� Scale: 314'=1'-0" Scale., 3"=7--U-- Scale: NOTE: ATH R—R SI TIV BARRIER MUST EXTEND FOR LAP SIDING NOTE: WFATHFR—RFSISTIVF BARRIER MUST XT ND DOWN OVER FLASHING "A" DOWN OVER FLASHING WINDOW TYPE (INCLUDE METAL LATH (INCLUDE METAL LATH ( Self—Flashing) w/ STUCCO FINISH) w/ STUCCO FINISH) CEMENT SHI CE NGLES ROOF DECKING WOOD STRUCTURAL PANEL " " SHEATHING " I FLASHING STEPS: AS REQUIRED BY WINDOW MANUFACTURER LAP SIDING "OR" 1/3 VALLEY FLASHING (26 Ga. Galvinized) 1. IN WATER SHEDDING FASHION SHEATHING STUCCO FINISH I -ROOF DECKING STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE TYVEK "OR" HEAD FLASHING CEMENT SHINGLES TO FLASHING I EQUIV. TO THE FACE OF 'THE SHEATHING. 2. APPLY SILL FLASHING 3. APPLY JAMB FLASHING — — 4. APPLY BEAD OF SEALANT AROUND I THE PERIMETER OF THE BACK SIDE (INTERIOR SURFACE) OF WINDOW FLANGE. 5. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ROOF DECKING CRICKET/SADDLE OF S 6TH THELY FACE OF HEOUNNTINGCRLANGE AT HEAD. TYVEK "OR" EQUIV. 7. APPLY HEAD FLASHING. 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING KI TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD WOOD STRUCTURAL " ROOFING ROOFING FLASHING. APPLY NEW SHEATHING TAPE I / PANEL/SHEATHING OVER DIAGONAL CUTS AT CORNERS. �i/ CHIMNEY FLASHING ROOF TO WALL FLASHING VALLEY FLASHING DETAIL WINDOW TYPE "B" (All Exteriors) (Perpendicular) Scale: 3/4"=1'-0" SILL FLASHING Scale. 3/4'=1'_0' Sca e. 3/4"=1'-0" STEPS 1. IN WATER SHEDDING FASHION ®R703.7.4.1 No Brick Veneer Notes Size and Spacing STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE ® Veneer ties, if strand wire, shall not be less in thickness than TOP, INSTALL THE TYVEK "OR" No. 9 U.S. gage wire and shll have a hood embedded in the EQUIV. TO THE FACE OF THE SHEATHING. See Attached Engineering for mortar joint, or if sheet metal, shall be not less than No. 22 U.S. gage by 7/8 inch corrugated. Each tie shall be spaced not 2. APPLY SILL FLASHING 3. APPLY BEAD OF SEALANT AT BACK OF more than 24 inches on center horizontally and vertically and Exact Structural Specifications. shall support not more than 2.67 square feet of wall area. WINDOW FLANGE &SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. Execption: Where the wind pressure exceeds 30 pounds per 4. APPLY BEAD OF SEALANT AT SIDE JAMBS square foor pressure, each tie shall support not more than 2 & EXTEND AS REQUIRED BY WINDOW MANUFACTURER square feet of wall area. 5. APPLY JAMB FLASHING R703.7.4.1.1 Veneer ties around openings 6. APPLY BEAD OF SEALANT AT HEAD. Veneer ties around wall openings. Additional metal ties shall 7. APPLY HEAD FLASHING. be provided around all wall openings greater than 16 inches in 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING either dimension. Metal ties around the perimeter of openings TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD shall be spaced not more than 3 feet on center and placed within FLASHING. APPLY NEW SHEATHING TAPE 12 inches of the wall opening. OVER DIAGONAL CUTS AT CORNERS. R703.7.6 Weepholes Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 inch in diameter. Weepholes shall be located OFFICE COPY ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 immediately above the flashing. ANCHOR ENGINEERING OF FLORIDA, INC. n CIVIL ENGINEERING o� 4000-11 ST. JOHNS AVENUE JACI{SONVILLE,� R) 32205 FLA,,-_�!lIHING DETAILS ��R`�AUTH. WINDOW OPENING DETAILc'��.`• �'�CENS ••�� # 5143 SCALE: VARIES Scale: 1/2"=1'-0" tx �• 24255 I — S CIFt AL J911111111 0 U 0. Jw0 W J Q LL W U) _ U 0 W Q Z .J W O M (/) >< P.. U_ J Z L � J F_ PROJECT #. 1157VIOLET DESIGNED: RB DRAWN: KCM SCALE: AS -NOTED ISSUED: 12/2/15 REVISION: N/A SHEET 9 NOTE: All Electrical Wiring To Be In Accordance With Florida Building Code, 2014. NOTE: Smoke Detectors Shall Be Installed According To Florida Building Code, 2014. NOTE: All Electrical Wiring To Be In Accordance With 2011 NEC. Provide Arc—Fault Circuit Interruptors In Living And All Bedrooms Per Article 210—.12 NOTE: Stack Switches As Required NOTE: All Duct Sizing Shall Be In Accordance w/ ACCA, Manual "D". Provide Duct Testing In Accordance w/ ASHRAE Standard 152. All Ducts & Air Handlers Not Located In Conditioned Space Shall Be Tested To Be "Substantially" Leak Free. POWER PLAN 1/4" = 1 ' — 0" OFFICE COPY °? '" T�'��j, ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 R ANCHOR ENGINEERING OF FLORIDA, INC. Q) A!� ,,,� or HA CIVIL ENGINEERING INr 4000-11 ST. JOHNS AVENUE t JACKSONVILLE, FLORIDA 32205 AUTH 5143 rr��ir��h 'N J Q D Z � W Q W �J J LL J V) �L U W Q _I W F- 000 CU > U W — _J ti F_ W U') Z r F_ Q PROJECT f. ELECTRICAL LEGEND RB DUPLEX CONVENIENCE OUTLET OW COMBINATION SMOKE DETECTOR AS -NOTED ISSUED: 12/2/15 CARBON MONOXIDE DETECTOR N/A WEATHERPROOF DUPLEX OUTLET WALL MOUNTED LIGHT $ LIGHT SWITCH + PENDANT LIGHT CEILING LIGHT P o RECESSED LIGHT CEILING FAN (DEF EXHAUST FAN STRIP LIGHT FLOOD LIGHT OFFICE COPY °? '" T�'��j, ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 R ANCHOR ENGINEERING OF FLORIDA, INC. Q) A!� ,,,� or HA CIVIL ENGINEERING INr 4000-11 ST. JOHNS AVENUE t JACKSONVILLE, FLORIDA 32205 AUTH 5143 rr��ir��h 'N J Q D Z � W Q W �J J LL J V) �L U W Q _I W F- 000 CU > U W — _J ti F_ W U') Z r F_ Q PROJECT f. 1157VIOLET DESIGNED: RB DRAWN: KCM SCALE: AS -NOTED ISSUED: 12/2/15 REVISION: N/A SHEET 10