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169 OCEAN GATE DR - NEW HOME DRAWINGS CONTACTS D"' RAWING INDEX PROJECT OWNER: ARCHITECTURAL DRAWINGS BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD A-001 TITLE INFORMATION ATLANTIC BEACH, FL 32233 A-101 FIRST FLOOR 904-241 -1222 A-102 CFLOOR A-103 FOUNDATION A-104 F PLAN Beathes ARCHITECT: JULIANNE N. OVERBY, RA A-105 FIRST FLOOR ELECTRICALLAYOUT PLAN 2452 PULLIAN STREET A-106 ECOELECTRICAL LAYOUT PLAN Ha,b*t JACKSONVILLE BCH, FL 32250 A-200 EXTERIOR TI 'noverby@att.net A-300 ALL CTI ( UNIT 'A') A-301 STAIR IDETAILS 904-704-8628 ph 157 OGATEDRIVE ® HABITAT FOR 161 OCEA ® HUMANITY 797 MAYPORT ROAD ® ATLANTIC BEACH, FL 32233 165OCEA (904) 241-1222 FAX: (904)241-431.0 169 C A;N GATE DRIVE ( UNIT 1D I ARCHITECT: Julianne N. Overby, RA ATLANTIC FL 32233 Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 mail: inoverhy@att.net FL AR-0017060.FL.ID-4621 QUADPLEX -ADD2BUILDING TYPE Im U aa 2 STORY, 3 BEDROOM momATTA HED SINGLE FAMILY HOUSES :) m :3 m N %40000 1%kwwo C11)L DATE ISSUED : NOVEMBER 16, 2015 0 13 L) Uj 4 AREA CALCULATION SUMMARY LU LU LU LU BUILDING AREA ABUILDING (B) FIRST FLOOR A/C: 565 SQ FT. FIRST FLOOR A/C: 805 SQ FT. to M SECOND FL A/C: 605 SQ FT. SECOND FLOORA/C: 553 SQ FT. Lo REVIEWED FOR CODE CO MPUANC+E TOTAL A/C: 1 , 170 T. TOTAL A/C: 1 , T. clTr OF ATLANTIC I3IACi GARAGE: N/A GARAGE: N/A � EMAP ITS FOR a��I4 ADDITIONAL _PROJECT TYPE: Q L X-A FRONT PATIO: 120 T. FRONT ATI 9 R T. I E Irl DATE ISSUED: NOVEMBER 16, 2015_ - SIA REAR PATIO: S T. EAR TIO 4 T. VISION STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. BUILDING E SUMMARY OFFICE COQ' BUILDING AREA (C) BUILDING A (D) CODE JURISDICTION: DUVAL COUNTY FIRST FLOG /C: 805 SQ FT. FIRST FLOOR A/C: 565 SQ FT. FLORIDA ILDI G CODE - 5TH EDITION � SECOND FLA T. SECONDFL A/ T. OCCUPANCY CLASSIFICATION: : RESIDENTIAL SHEET TITLE TOTAL A/C: 1 ,358 T. TOTAL A/C: 11170 T. TITLE SHEET GARAGE: N/A GARAGE: N/A i FRONT PATI T. FRONT PATIO: 120 S T. CONSTRUCTION TY - ( ) I SPRINKLED: NO AND REAR PATI. 4 FT. REAR PATI 5 S T. NO SITE PLAN STORAGE: 5 T. STORAGE: 25 S FT. FIRE DISTRICT: ZONING: R -B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES SHEET NUMBER WITH THE REQUIREMENTSZONING CODE FOR RESIDENTIALDISTRICTS, I MAXIMUM BUILDINGI IFIVE FEET A=001 LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. (351-01V). BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC BUILDINGHEIGHT- APPROXIMATE HEIGHT 2004 - 704.4 ABBREVIATIONS: GENERAL NOTES: AC AIRCONDITIONER OHC OVERHEAD CABINETS UC UNDERCOUNTER 1. PROVIDE 4'-011 MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AFF ABOVE FINISHED FLOOR OPNGOPENING VOL VOLUME 2. PROVIDE 1 HR. FIRE SEPARATION BOTH SIDES PER DESIGN NO. JH/WA 60-09. AHU AIR. HANDLER UNIT OPT OPTIONAL WC WATER CLOSET SEE BELOW FOR DETAIL. CHCOUNTERTOP HEIGHT R&S CLOTHES ROD AND SHELF WD WOOD DR DOOR REF REFRIGERATOR WH WATER HEATER DW DISHWASHER SD SMOKE DETECTOR BLOCKING NOTES; 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 FLR FLOOR SGD SLIDING GLASS DOOR HB HOSE BIB SH (#) SHELVES (QUANTITY) BLOCKING TO BE LOCATED AT 36" (CENTERED)ABOVE FINISHED FLOOR. MC MEDICINE CABINET STAIR NOTES: MIR MIRROR 73°-011 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MTL METAL X - �SEPARATION q SEPARATI®N q SEPARATION 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) WALL WALL WALL 3. LANDINGS MADE OF 2x8 @ 16°' OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED Beaches 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) 201-011 161 -6IP 161-611 201-011 5, TOP OF HANDRAIL INSTALLED a@ 34" - 3811 ABOVE FINISHED FLOOR / TREADS AS MEASURED FROM NOSE OF TREAD. C WINDOW SIZE NOTE: A-200 Wa 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY I 1 WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE 101-0°' 6'-611 61-618 101-011 1 forHumanity" GROUND AND 5.7SF OF THE SECOND FLOOR. ❑ o _j— BEACHES DIESIGNs .JWNVAs - DATLO w UTILITY j UTILITY �� PATIO W LF SS 1& Y• LD SI IN1L � � 8'CLG. 8'CLG. � 1 11 1 11 v- Ir � HABITAT 31-611 21-511 41-811 2668 1 2668 4-8 2-5 3 6 HUMANITY ID I lm 797 MAYPORT ROAD 0 r 3052SH 3052SH I Co / \ ® 1 ll I ATLANTIC BEACH, FL 32233 t °. rI 'ile i "rl 1 TRASHoI r7 EGRESS EGRESS I c� TRASH (904) 241-1222 FAX: (904)241-4310 & A/C C) 01 BEDROOM #1N � � BEDROOM: #1 � I � ARCHITECT: r- 00 M h- 8'CLG. 1 t 8'CLG. 00 J 1 I ®r 5 aaatirsat C*y 4"°.sotid saa�arvbo l sties lcra.aUd 6"�� withtwo top p es d��ieagt� zxe�1�1e I I � Overby, .. - - ^ � � I�11 1 II I 10 1 19 'r 19 'l 9 al i 11 1 74 Julianne N. ®I txtvam E araaat t Glass f1 hag arlsulatton,co0b,txrsws-tc I� A-tl l01 ST s I's r Waaclrs sattamum 0-ftWe. 3 Gypsum�� oard,aide .5/W Tj X gypsum umff owd,o 1�ated l tae-dN imd steered vvi ith I-3," cans- da m mauls:spaced 7 �I 4-6 4-10 7-2 7-2 4-10 4-6 I 9-G 11 -0 .at ward saes and M-1ietd areas,pr l_l°p'�'"Ty &y,%,aii sta �a.spaced 2"o at ward ewes and in field areas of s � r 11 91_011 Architectural and Interior Design lrsuraa Etta . .ngt a$:zr'R'"t e g t susrs h f teased tFa 1-14",long ttrcl iaxg waits spaced 7°°Svc Sheathing edgp joists 1shait 11 -® �-I5068 5068 - Julianne N. CJverby=, 1Z.A. I 3e®61v be staggered fromtho*e crag apposite sides of the aoalt _ .1 ibr a Exterior Siding:5!16"ibickHard vet#a Sizinga $I dasper sn a turer's s llationnashw1ion \� ! BIFOLD I BIFOLD /� � — 2452 Pullian Street Jacksonville Beach Florida 32250 H b t t CLOSET Lo Lo CLOSET I N Q 904 704-8628 , W 3068T--- - -- -- � — — - - - - - - - / 3068 Uj §a 2 i—I I R&S N R&S i I® � ® PATIO Email: 'noverby0aatt.net PATIO ®I L____ 2X L WALL I z FL.AR-0017060"FL.ID_4621 A-300 Us L ® MIR ATH OOM ROR p I W y ec\I 1 n o00 n 1 n I N ® 8'C G. 8' LG. P :n co ® r - 6-4 fflo 3-10 9-10 m VANITY r, '� P Ir 1 1 --1 42 VAN M m I TRASH & AIC 5® 'I'0 ® u vv g M " 5'-4' rl 3 + _ TRASH & A/C �I 4-6 3-2 3-2 4-6 PRE-FAB PRE-FABulvv — \I HOWE UTILITY \ _ 1 J \� 00 3 x3 'd 37 X3 'd �� I ® _ / UTILITY 8'CLG, r colrC":4 \M / L I % S 8'CPG.ia o GL R CL R co 1, REF O 3068-----3 I 3068 _ U REF d 6-0 d- '- ---- _-- ---'_ 2x6 WALL \ ``'I = _ 10 PANTRY PAN RY 0I UL 00 00 E A o 8°CLG. d REF U - 8'CL 9-4 _, R F °° ° WOOD F12�4ME CONSTfRUCTION o� H R '�' F_ o Zv ® O � REF _� _ ® N _ ® 1n � J r r � J i ® O }— I � S ER CODE COt1f='L1,4NT WINDOW INSTALLATION METHOD (FSC-f� fO3.8) �,° ird � Z _ _ `� o � � O 0 0 = �� I � � 37'° 38°' WEATHER RESITIVE EARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. D Q M � d 00 81-211 1 81-611 LO fn _ FLASHING APPLIED �THE FACE OF THE MOUNTING',:FLANGE. /4 - 1 LEAR � � � 0 C CLEA A-200 r 11 � KITCHEN i � I � KITCHEN `uTEPS 8ECDON A - - p-- - - k --I - 3_2 (I)IN WATER SHEDDING FASHION, THROUGH WINDOW JAMB 2_4 306- � 8'CLG. Q Q Uj 5TARTINrs AT THE BASE OF _— = 0 , r �p _ THE WALL t UiORK1Nfs TOWARDS -' I KITCHEN ( U 8'CLG. �3O V THE TOP,INSTALL THE WRB S / — = 117 H'CLG. C Ln _ TO THE FACE OF THE N c c - CD SHEATHING. QSEALANTBEAD � � BATHROOM ® I - � I KITCHEN o � - BEHIND MOUNTING pFLU o ,,� p j 8�cLG. - ® 11 o - _ BATHROOM � D APPLY SILL FLASHING(ao 6°) FLANGE, T 8'CLG. /� - _ Uj p 'I ® � ---- C� N N __ -- eo U U _ J L 3 APPLY BEAD IN SEALANT i - . At BACK OF WINDOW I - ^� �,1 FLANGE 70 HEAD#BOTH. 0 - — — — — > LL�i = - O O d®' > Lu HVAC -- — — — — --- — - A-ZOO JAMBS.APPLY A SEAL THE WINDOW DIA`1E TOE 5AC*,. - -- > - �• '� 00 0 Z Z DISCONTINUOUS BEAD TO APPLY A 3a"NOM.DJA.t0 THE BACKSIDE ��I ! /p BOTTOM FLANGE LEAVING (INTERIOR)OF THE WINDOW FLANGE,IN LINE `�` - _ �..- -— -- i F'I ('V DW ��. ®W N ® M - ------�_.._.__.�.......----...._..� I ) Uj Uj Uj Uj qr%k (2)2"GAPS. WITH ANY PRE-PUNCHED HOLES OR SLOTS, "J- QSE'T WINDOW USING PAN HEAD o FLASHING 1_ , 1_ 11 7'-8' LG. - - --..-- 7'-8' G. 29_6+91 °�9-ep 11 4-2a 2X6 WALL SCREWS TO FACILITATE 4 2 71-011 2 6 WH - — — — — — _ — — — — — WH L 6VJ f °t WH INSPECTION. WH H AC ( I ___- _ [:H�V�7CASEALANT BEAD BETWEEN — — — J - ��SjAPPLY JAMS FLASHING APPLY CONT.SEAL TO THE MO.NTING FLANGES AT FLASHING AND MOUNTING FLANGE. p —__ 00 - - — _- - APPLY BEAD OF SEALANT 7 THE TOP(HEAD)AND SIDES£JAMBS)OF WINDOW. W ® a0 - 4°-2" 4'-2" 51-811 2'-6°.` 21_611 6'-011 4°-21 3'-1 011 ' EMBED JAMB FLASHING INTO SEALANT AND FASTEN fy AT HEAD IN PLACE. !FLASHING GOES OVER SEALANT) f M E C H CO J 1 J MECH APPLY HEAD FLASHING . �'"� 7'-H'CLG. > U_ O : 7'-8'CLG. // _ g REMOVE PREVIOUSLY APPLIED �:' I '� i N 0 00 CSI N c. �y '*1 TAPE,ALLOWING WRB TO LAY /� ,j�.�^ J _ — 1 1 GREAT ROOM ^� — — — FLAT OVER HEAD FLASHING. /i' i G R EAT ROOM LO APPLY NEW SHEATHING TAPE. -- / i f — — 8 L0 � � — — — OVER DIAGONAL CUT-SE£ f -- , FAT PE E WRE TO G 8'CLG. 8'CLG. I STORAGE DIAGRAM. I AT HEAD O VAR ES 7 7 I VARIES C) T� ® 41_ 91. 2'-2" _ ! 6 6 i 2'-61, a_1Oi1 f l f fN C. _ 5 a 5 i�� ' PROJECT TYPE: U DPLEX-AD Q ® 0 0 I �— LO FLASHING AT HEAD EXTENDS V V EO r 4 Q 4 ^e_ 7 ® ' 3 1 Q (0 J ® I 3 � 7 DATE ISSUED: NOVEMBER 1 , 2015 BEYOND JAMB FLASHING. 1 OHEA FLA6;41NG F- 6 `�' 2 � 0 ( Q o 2 REVISIONS: SEALANTI "^ / I BOTTOM OF THE HEAD IL �X✓-/ I. FLASHING AGAINST THE PREVIOUSLY 5 J /fI APPLIED SEALANT(FLASHNG GOES J Q 1 Q >� - 1 0- EMBED I- 5 / l OVER SEALANT).EXTEND HEAD 4 ¢ U n" > - U 1 ® art o j FLASHING BEYOND EACH JAMB _ ® GREAT R®®M GREAT RO®M 1' _ - ,/, FLASHING.FASTEN IN PLACE. - r 3 co J ® 8'CLG. 8'CLG. ® 1 it 3 F- 2 i � � JAMS FLAB G I 1 Q /'J,-l' 1 � � S N I � I1 EXTEND JAMS FLASHING TO OV£RI AP SILL FLASHING. TUCK TPP OFJAMB FLASHING UNDER THE FLAP .,,-" �.- e L OF AT THE HEAD,SEE DIAGRAM °' \ t WRB I 1 NT A A a �- SE L I � _ 2 _ _ _ _ I LO F ASHi ' I00 ` A-300 �° SILL L © _ Q 1 ( , I _ o c) SHEET e SHIM.AND ADJUST WINDOW TO ACHIEVE SWARM, �• CV M \ - (( �, S E ET TITLE PLUMB:AND LEVEL CONDITION. US£CORROSION I 2852SH 852SH - ` ,,�Q RESISTANT FASTENERS. FASTEN WINDOWS PER - 'f L!1 WINDOW MANUFACTURER SPECIFICATIONS, N T °e'�2X6 _-yd. I. ,- I '', 2852SH 2852SH 33' g� 'i ` �1 A } a•9I HJT NT \��� I — 1 Ii 1 1.1 1 1 4 11 WAL 2 / 31_2P1 41-09i I 6i_21/ I{ -2 4-0 3-2 6-8 I r F - „F 5,49RIER WEB 1 ! 1 0 I y AT A4✓DEGREE AdksLE,CAREFULLY CUT THE ' I i ( �+ //! ( BARRIER ON A DIAGONAL..GENTLY RAISE THE j + ,/I ® \1- A-300 �. g,7EE NOTE 2 TOP EDGE OF THE BARRIER UP AND TAPE THE 2 3 SEE NOTE 2 0 ;' _ <"' ' 1.HR: FIREWALL ' i TOP CORNERS AND CENTER TO THE EXTERIOR 7 SURFACE ABOVE. / 1 HR. FIREWALL 2852 2852SH ® I BOTH SIDES 1'-011 f INTER[OfR VIEW % _ ' TOP LEFT CORNER OF WINDOW l � - 1 0 A-301 A-301 BOTH SIDES I � 2852SH 2 52S 61-811 co f- -I 1 1 r+ t n 1 n 1 tr 1 rr a w 1 11 1 1v I" 1 (- l 1- I 1 ❑ 2-8 4-0 3-2_ 6-8 6-8 3-2 4-0 2-8 ❑ Q LJ 11-011 LJeo� LJ LJ L _I I �. NOTES: SEE NOTE 2 - 10'-011 10'-0° 1 HR. FIREWALL 10'-0°° 10'-0" 1. flashing tobeflexible self-adhesive type(min.4"wide) ® FRONT PORCH FRONT PORCH T , OFFICE CO '�I SH ET NUMBER sill pan flashing - BOTH SIDES S 2. cover sill to at least depth of window,plus 2"onto face of wrt co Fr sloped surface ❑J L❑ ❑J — -- L❑ (optional) 8, the pan shall direct water to the exterior over sill flashing 1 1_0,1 1 1_01, 1 1-011 1 1-®11 sill plate 4. install flashing around remaining window unit s 5. weather resistive barrier to form water shedding laps Am see note#2 fs CN ILL AN FLASHING weather resistive ! UNIT 'A' UNIT 'B' U NIT 'C° UNIT 'D' barrier f NTS (o tiona I) wall sheathing Frepareci 6y �7AF First Coast Chapter 9-1"t-2�1 1 LA A OPTORWIT A-101 s ALE: 1/4" ® l'—O" GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER R&S CLOTHES ROD AND SHELF AFF ABOVE FINISHED FLOOR REF REFRIGERATOR AHU AIR HANDLER UNIT SD SMOKE DETECTOR BLOCKING NOTES: CH COUNTERTOP HEIGHT SGD SLIDING GLASS DOOR 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 DR DOOR SH (#) SHELVES (QUANTITY) BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DW DISHWASHER UC UNDERCOUN fER FLR FLOOR VOL VOLUME STAIR NOTES: HB HOSE BIB WC WATER CLOSET 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET WD WOOD 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR WH WATER HEATER 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MTL METAL 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) OHC OVERHEAD CABINETS 73'-0" 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS OPNGOPENING 711 MEASURED FROM NOSE OF TREAD. OPT OPTIONAL 201 _0 1 1 G� SEPARATION SEPARATION � SEPARATION.. WALL 16"-6'° WALL 16'-6" WALL 20e-Q'° Beaches WINDOW SIZE. NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH tat FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND .....�.._....... _.. 5.7SF OF THE SECOND FLOOR. for Human* 'Ity I l HABITATBEACHES FOR 3 � HUMANITY 797 MAVPORT ROAD ATLANTIC BEACH, FL 32233 i (904) 241-1222 FAX: (904)241-4310 _ ARCHITECT: 3 I' Julianne . ve RA I � Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulban Street Jacksonville Beacli, Florida 32250 r 904-704-8625. 0Ir 1 Email: 7'noverbv att.net - n - n ,. + n -10vl666-8va -6n -6n 6-16r 616-6f FL.jv�-oo17060 4 FL.zD-ahaL 3 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH EGRESS EGRESS ! EGRESS EGRESS EGRESS EGRESS ! EGRESS i EGRESS 9'-1011 10'-211 31'r-211 131-401 13'-411 31-21f 10'-211 91 -10 BEDROOM #2 BEDROOM #1 -00o' BEDROOM #3 ® _ s'cLG. $'cLG. BEDROOM #2 _ cra BEDROOM #3 BEDROOM #2 U) 8'CLG. 8'CLG. ® p LL_ r' -�° ®' p ! X 8'CLG. 8'CLG. 0�0 LIDr i00 \ N N 3'-10" 3'-1011 ( T j 31-10" 3'-1011 , — i ` : ® 068 �O �c5% 0680\1 \ / 306 - �� ��/% 306 jlE l 6' r= G 1 \111 L.�— 00 Uj - R&S F-AAT - - R&S �— — ! — � — R&S N �ATTIC� c R&S -AT IC AT IC ACCESSs' -- --- L�CCESS — _ ACCESS I a� ® ® !AC ESS 1-3®68 I_ — ——1 ua 306800 F N 1 ( 13 1 15 o O _ 1--� j O 1 15 13 \ CON L, 31 _411 �' 31-1011 31®811 2°-0" 6'_8' Lo �, !� �, ;O _ __....__ — 6 i3' 2'-0,1 3�-811 31W10'1 31.41¢ LO - 15 // 12 I 11 41_ 11 ❑3 !� I �6-81 41 04/ 011 12 1 15 I 14 BATHROOM 11 a; I 10 BATHROOM —j 14Uj LU W UJ 13 _ s°cLG. 10 - I o ® _ ® � ! 0 8'CLG: 13 _ -- 90 1 12 ,, ® _ _ OL I `' I 306$ 1 F 3068 F I ® �-� I 12 C) 810 WO9 cc p ® (::VERIFY 6 f ®� / \ CID ® ! 6 � ' VERIFY ® _' ,j 1® 9LO M B R.OLO —. 5 C° ®� o ® ! �- 5 f TUB R.O. N 9 8 - 4 � I - j i � I � 4 i � � 8 !� BATH ROTt� ATH ROOM 7o 3 8'CLG. 8°CLG. ! 3 7 6 _ ® 6 P JECT TYPE: QUADPLEX-Aco 5 100 _j —�, o ERIFY VERIFY e \� `�''' 5 DATE ISSUED: NOVEMBER 1 2015 r 4 CO o O 1 CV UB R.O. TUB R.O. / 0 O 4 ' � ! 'gym N N � 3 ! MASTER MASTER 3 VISIONS: BEDROOM 2 1 11 1 11 1 11 1 11 911 BEDROOM9-4 3-6 2-0,11 -8 3-6 9-4CLOSET 00 os'CLe. ! 8'cLG. CLOSET o i 8'CLG. co O _ 0 O 8'CLG. ! 06 O LL V BEDROOM #3 c? com w 0> m J ! (0 ® BEDROOM 2 LO O ! R&S m 1 m ILL ® R&S i 3 52S 2X-6 WALL h 2X6 WALL 3052SH 3052SH 3052S 6'-8" EGRESS WINDOWS = EGRESS WINDOWS (6'_81} SHEET TITLE M 3052SH 3052SH 2X6 WALL 2X6 WALL EGRESS WINDOWS 3052SH 3052SH EGRESS WINDOWS PLAN 10'-0" 3'-611 6'-6" 6'-611 3'-611 6'-611 61-6°' 3'-6" 6'-611 6'-6" T-6" 101-0" 201-0" //- 0'-0 161-611 161-611 20'®011 OFFICE 71 �s SHEET NUMBER AM UNIT ° ' UNIT 'B' UNIT 'C' UNIT 'D° ' 02 1 SECOND FLOUR PLAN- PERMIT A_102 SCALE: 1/4" = V-011 `eb SLAB NOTES: LEGEND: 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM -4°' INDICATES ASTEP-DOWN OR RECESS IN EL. U-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED CONCRETE SLAB W/ MINIMUM DISTANCE FLOOR ELEVATIONS. DENOTED f 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING �� INDICATES SLOPED CONCRETE SLAB 1/3" . PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SLOPE PER FOOT (MIN) VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. 3. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) Ct SEPARATION Ct SEPARATION C SEPARATION 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/TRUSS WALL WALL WALL ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. 20°- 16'-6" 16'-6'° 20'-0" Beaches 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY OPTIONS AS REQUIRED BY SITE CONDITIONS. VARY AT BUILDERS � albl �21, 211 H ., 6. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE 16-5Y2" 16-5Y2°' for Humanity FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) �2 211 11 91 Ii t 11 ��l 9t NOTE: __ __ __ ___ _ _ ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE ❑ _ _ ®® CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF r EQUAL EQUAL 6'-611 r ® 6'-611 r EQUAL EQUAL FOR ® W � HABITAT TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. I �� HUMANITY d ® I I O a w U) " „ CO w I 797 MAYPORT ROAD ® ATLANTIC BEACH, FL 32233 -- � le®_ i — ®— _ __®— _ ___ -_ ®_®® -I SLOPE (904) 241-1222 FAX.: (904)241-4310 S�-LOPE. I ---- -- -- -- - - --- r ARCHITECT: o Ico 00 0-1 I l I I I11 I-OVI I -1 Julianne Overby, RA 111-011 Architectural and Interior Design /2 „ ?� 1 I I I 1 I /2 Julianne N. Overby, R.A. 3 I I I 1 / �' 2452 Pullian street L_ ® ® \ / -- Jacksonville Beach,Florida 32250 -------- --- 31-611 �I I I I/ 904-704 8628 3'_6 __---- ---- ---� Ismail: jnoverby@att.net FL.AX-0017060 m FL.ID-4621 I 8'-11 j2" j2" I I I I l I /2„ 6'-11 j2,, I i I O I I I I I ® l l I I � n I I I I I I I I I Ila I I ill l I00 U CK 11U) i I U) I Iw ® �' I IIS I I < II I`0 ® IwI - IIQ L I QII - - a IIO I I oil o w I I - __.�...- - - -- ---- - w -- ---- - - .7_--_- - -� a I� 0 I I I I z l I LL I o I S I to I S I 01 I I �10 0I 1 I I I I I A®�/ I I I W I I ° I Al I I o 01 O�/q I I 10 I I 01 I I ��\o I 1 z J � I I � I I `� I �®I. R- I I a I I a- I� III oc�® I 00�� I � I I 1� I �t I �O/ Q I j/ I 1 I I i 1 �� i 1 i I i I I ! ►_ I l I X I X co FIRE I +0,-011 I I I I I I +Q1-Q1, I �- TION ! I I I l l l FINISHED I I I I I . I FINISHED 1 FLOOR I 1 l I FLOOR l PROJECT TYPE: QUADPLEX-ADD2 NAVD FFE = 14.76 I I 1 11 1 1 Of-Oil I I NAVD FFE = 14.76 I ATE ISSUED: NOVEMBER 16, 201`5 FINISHED I I FINISHED I I i REVISIONS: I I FLOOR FLOOR I I 1 I I l NAVD FFE = 14.76 I L I NAVD FFE= 14.76 1 I I ISI I I I I I i I I I I I l I I I I I , I I I Il l 1 1 1 i I SHEET TITLE ll I-I ---- - -- ---- -- _---"-__ _____ ---a FOUNDATION N I I I w PLANI ® I- -- - ----- ------ --� O %o N e ® ❑ ❑ W -0'-1/2i101-1/2" W r a. a. El 0 0 - C/, SHEET NUMBER ❑ ❑ ❑ ❑ �21' EXPANSION MT. EXPANSION MT. 1" EXPANSION MT. 1" EXPANSION MT. A= 1 03 19°-11" 16'-5" 16'-5" 19`-11°' OFFICE COPY UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' 2 FOUNDATION L A-103 SCALE: 1/4" = 1'-0" FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER (PROVIDE ADDITIONAL 15# FELT LAYER @ 2:12 SLOPE ROOF) PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL INSULATION BAFFLES BETWEEN ROOF SLOPE 12 EACH TRUSS VARIES HURRICANE CLIP @ EACH TRUSS SEE ROOF I/ - SEE STRUCTURAL DRAWINGS PLAN (2) 2x PLATES - SEE STRUCTURAL (2) LAYERS OF 5/8°' TYPE 'X' GYPSUM WALL BOARD. Beache� BASE LAYER APPLIED AT RIGHT ANGLE TO TRUSS W/ 11/4H TYPE 'S' DRYWALL SCREWS @ 24" O.C. FACE LAYER APPLIED SEPARATION SEPARATION SEPARATION AT RIGHT ANGLE TO TRUSS AND THROUGH BASE LAYER W/ 1 WALL WALL WALLH'am 7/8"TYPE °S' DRYWALL SCREWS @ 12" 0.C. SEAL VOIDS AND ( � PENETRATIONS W/ FIRE CAULK AS REQUIRED BY CODE. '0 Ity'. EXTEND FIRE SEPERATION THROUGH EAVES AT - EXTEND FIRE r Human' FIRE-RATED WALLS SEE PLAN FOR LOCATIONS , SEPARATION , METAL DRIP EDGE OVER METAL -- -- ----- ---- - _ _-- — WRAPPEDBEACHES 2X6'ASCIA - R-30 MLN. BLOWN-IN VENTED VINYL SOFFIT -4" TYP. INSULATION «- p i 4_ pHABITAT INSTALLED PERI TY MANUFACTURERS SPEC. AND GYPSUM WALL BOARD. MUD i 797 MAYPORT ROAD j AND TAPE ALL JOINTS AND _ __ _— __ -- __ _- - VINYL "F" CHANNEL FASTENER HOLES. SAND ALL ATLANTIC BEACH, FL 32233 SURFACES FLUSH. / i (904) 241-1222 FAX: (904)241-4310 R-19 BATT INSULATION 12z ,' z 12 U_ LU % wU_ HURRICANE ROD SYSTEM 3 o w w® ' ARCHITECT: (D CD = ! SEE STRUCTURAL DRAWINGS co 0 co SOFFIT DETAILOf3 iarl Ver{ Architectural and Interior Design A-102 SCALE: 3/4.° _ 1._0,.. a-- p �---- fl ' Julianne N. Overby, R.A. FIBS GLASS / / FIBERGLASS 2452 Pullian Street AS HALT ASPHALT 4 - — —— -—— _ ___—___ _ ——— / I r– --— -----, Jacksonville Beach, Florida 32250 SHI GLES SHIN LES I I 904-704-8625 S W I ! B Email: )noverby@att.net ! ® 1 I FL.AR-001"i060 4 FL.ID-4621 0 Mp1 - - ---- C14 C-4 METAL ROOF EXTEND FIRE r EXTEND FIRE METAL ROOF 04I L PBELOW SEPARATION SEPARATION BELOW C%j L I - - NOPENETRATIONS NO PENETRATIONS NO PENETRATIONS ! ! WITHIN 4'-0" OF THE / WITHIN 4'-0' OF THE WITHIN 4'-0" OF THE ! 2 HR. FIREWALL 2 HR. FIREWALL / 2 HR. FIREWALL / ! ! N r / ! LU W UJIUJI I �FIBERGLASF_ i ASPHALT / ! ! SHINGLES 41-0" I— -� 41-0"/ 4'-0,, \41-011 4°_011 I 48" OFF 48" OFF I ! RIDGE VENT RIDGE VENT t– I- ! LL � > _ LL 12 = ® -o0 12 oo \ 0 0 4 LO EXTEND FIRE I 4 /� I EXTEND FIRE SEPARATION--jI / / / I SEPARATION PROJECT TYPE: QUADPLEX-ADD2 I / ! DATE ISSUED: NOVEMBER 16, 2015 FIBERGLASS REVISIONS: I ASPHALT / SHINGLES I I � i 12 j i 12 ! 4 � / 4 I SHEET TITLE FIBERGLASS FIBERGLASS I� ASPHALT i i' ASPHALT �\ --- ---- ---- ---- - - / SHINGLES % j/ SHINGLES \\\ PLAN ' - -- ' - ---- - --- --- - � METAL ROOF 04 METAL ROOF– V_ BEL DW � EXTEND FIRE ! ¢� 17 BELOW I ®_ ___® ®®__—®SEPARATION EXTEND FIRE ! EXTEND FIRE -a ® ®-----__._.—®—__ _.v. —®®® __—_ — N METAL ROOF SEPARATION–'/II SEPARATION SHEET NUMBER II � .BELOW !I c� METAL ROOF--\ - - - ------ - - - - -- I BELOW AM AM E - - - - ----q-- -- - -------- - - --- Am 04 UNIT 'A' UNIT 'B' UNIT 'C° UNIT 'D° OFFICE 2 �� PERMIT A-104 SCALE: 1/4°° = 1'-®" �, \"� �� SET - ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTS 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48'° MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 110v DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. � 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED ® TELEPHONE OUTLET -tt�- SWITCH Beaches SWITCH-THREE WAY PUSH BUTTON SWITCH DOOR BELL CHIMES Itat H,a, ' O—+ CABLE TELEVISION OUTLET for Humani , yO LIGHT FIXTURE-CEILING MOUNTED i 20 XHHW AL 0LIGHT FIXTURE-WALL MOUNTED BEACHES . HABITAT FOR SMOKE DETECTOR-CEILING MOUNTED El 150 AMP PANEL SMOKE DETECTOR-WALL MOUNTED HUMANITY , - � 797 MAYPORT ROAD \ ATLANTIC BEACH, FL 32233 EXHAUSTFAN ELECTRICAL METER { -- --- /' (904) 241-1.222 FAX:. (904)241-4310 AND 150 AMP BREAKER ELECTRIC PANEL ` , P 3 CONDUIT, RUN TO POLE ® w f w QUICK DISCONNECT 0 �, n ARCHITECT: EXTERIOR WALL ELECTRICAL SERVICE RISER I I FLOOD LIGHTS - DUAL HEAD ® 1 z _ L�HT <,\ LI zJulianneOverby, RA 1'x4' FLUORESCENT C) (PREWIR ) ( IRE FAN) O Architectural and. Interior Design CEILING MOUNTED LIGHT I o r I FIXTURE .Julianne N. Overby, R.A. 2452 Pullian Street ° I Jacksonville Beach, Florida 32250 904-704-8628 Em ail:R oo no;eLb�-4621 et Ico U F_ ( O I7_1A / y IA ILL] o a: 4j \ / U. W ` / 90 �0 ;U - '46/ w D -� 1 j ° e ° 1000 IM IT - z / _ O� ° ' LU UJ UJI LU i I: O ILU ` ( O U - O 7 : Z Z z z 13.1 AV — — — j HVA - --o--� — — VAC -- — — OLU LU LU Q%Uj 4rl t� 7-1 L) HVAC WFi PROJECT TYPE: QUA FLEX-ADD2 O O ATE ISSUED: NOVEMBER 16, 2015 REVISIONS. F-O ® I I; I I LIGHT LIGHT (PREWIRE FAN) L ` (PREWIRE FAN) 1 / LIGHT LIGHT L 4�1 III s (PREWIRE FAN) (PREWIRE FAN) i TO LIGHTO O I O � TO LIGHT II IIIA O ABOVE ABOVE I SHEET TITLE \ / \ ` TO '(GHT TO Lei -IT - \ , / \ \ABQE \ `/ ABOVE ill V-1 \ l / 1 1 / /' 7 ILAYOUT PLAN — s ray ❑� r❑� l r � ��e F ff- FLEETNUMBER LJ ILJ LJ - /` L _J _ L _I L � YY O LfJ LOFFICE COPY ®J L -i L❑J 05 I UNIT 'A' UNIT 'B' UNIT °C UNIT 'D' - 1FIRST FLOOR ELECTRICAL LAYOUT PLANPERMIT A-105 SCALE: 1/4" = 1'-0.. SET `' \ ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATHER PR OF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. :Ej� 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET -69- SWITCH Beaches -.4 SWITCH-THREE WAY a—� PUSH BUTTON SWITCH ® DOOR BELL CHIMES Ha,b'1*t,at, O—i CABLE TELEVISION OUTLET 'for Humanity' I I <> LIGHT FIXTURE-CEILING MOUNTED j 20 XHHW AL + LIGHT FIXTURE-WALL MOUNTED BEACHES • SMOKE DETECTOR-CEILING MOUNTED HABITAT O Qi HUM SMOKE DETECTOR-WALL MOUNTED ALTY 150 AMP PANEL 797 MAYPORT ROAD EXHAUST FAN ATLANTIC BEACH, FL 32233 ELECTRICAL METER j (904)241-1222 FAX: (904)241-431 0 AND 150 AMP BREAKER ® ELECTRIC PANEL 3" CONDUIT, RUN TO POLELo QUICK DISCONNECT ARCHITECT: EXTERIOR WALL ELECTRICAL SERVICE RISER i I FLOOD LIGHTS - DUAL HEAD Julianne N. ORAverby, 1'x4' FLUORESCENT Architectural and Interior Resign CEILING MOUNTED LIGHT FIXTURE i Julianne N. 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STANDING SEAM ROOF I I Ii I , 11 �1 I 1, I I I II , "' , " , , _�/ " I , � MTL. STANDING SEAM ROOF , " " I Ill I I I 11 I 1, li ji i 11 ji N ll 11 11 I ll II I� � 11 I I - I, 11 I 11 J� If '!,- 11 ii I , iJ I If I! 11 I 11 Ii !I � 11 - 'l ` ii Ji I 11 ii 1, I I I a I I 11 11 � 1 1 ii !I if 9 i! �1 I I II " 11 ,I " ll �� , Ii �, �� ,� 11 11 I I if I If it I " "" I �I I - - � - - " I 1 1 - - - - - I - I it 11 �1 I . 11 11 P � 11 ,� �� I ! ii " 11 - I I I �1 Jl 11 I: I !I 1� 1� 11 11 !l 11 1 ,Ili l�i �,� �� �l � Jill ill �� 1 11 11 11 I 4 0 - I I, - 1 - - I i II I I Jl I I 11 I 11 Il I I I I I I 1 II if I I !I 11 Ii I 11 I I I III �H I 11 11 I P.T. 2x WOOD RAFTERS I I I 11 11 11 Il I! If 11 11 i, !� i� 11 � ;I Jill , I il It I I 11 I � H i I II 1� ki �i 1; 11 I � I ii I t l I I R it h 11 �11 , �� !i 11 l �� 11 I! I lI it If If If if I 11 I I I 11 i & GIRDER(TYP.) ANN& Adak, Affih� P.T. 2x WOOD RAFTERS & GIRDER (TYP.) I I I � I' l� , It I ! ii I -w I Il 1--.-V- I I I III I' I � �� if I �� I! �� il i� ,Z t I If i� 11 11 11 III 1 If I ii Aw--M ff-M I il 11 �� 11 il H 11 il �' " ,I �! �l I i - P.T� 4X4 WOOD BRACKETS (TYP. - __1 l l� 11 I �, l� il I !11 I Ii P.T. 4X4 WOOD BRACKETS (TYP.) 0 M �, - ll ,� ll 11 ll ii It ii, i I I 1, _�_ ILI " N 0 � i " " �, I 1 1 � �, 1� � , I , li " I " I �� �� l� i �, I � 1 11 H H GLASS LIGHT EXTERIOR DOOR I GLASS LIGHT EXTERIOR DOOR -- I ___1 I I I 11 I! ,,,, 11 I� I 1 1 1 ` I i I - - H111- -_ Arm I I! �� 11 I! I' 1i i, I 1� I! �� I 1i I L � If I ;� I �' H ll � I 11 'TE 11 � 11 I �� 'I , I I� 11 II II I I i I I 11 , 11 I � if I I I I 11 11 �, - -�_ I I � I 11 fl 11 �� , ll 1� �� 11 11 I 1 il I ) I I il l� II I I I 11 IIIIIIIIIIII 0 1 1 i ii II l Ii II If Il I __ L, It I L____j I I if 11 11 , I� 11 I I I �, I I 11 I A %10 � z I , !I I �1 11 1, 11 if �' �' I � I I I � �j I � ii - I � Ili � I ! I I I i I i I I �� . i il �! i� I 1� 11 I ,I : i 1� j � : I I � _____ � i I !l � 11 "I i i I � �j � 11 il Ili " i� I I �� 1 1 i I " U ii I p 0 III i " il z 1 11 if r 11 Ill I l� � I Il I 1! i I � if i� I I -1 Ill !! 11 �l I i __ - � if � I li � I i I i l i l I �1 11 ii I � il I 1111 I !� I i � I " -,J-�,,,,,,,J 11 it 11 1, � I ,I 11 I� I I ,� , _ _ I � D i D � i El Ilk" III 1111111 1 Ii 1i I I � - _ � 1 4 "ID I , L_ OFFICE COPY , , i � I I � Ii � l� I ""'I% I I � I I �� I ,� A I l� � � I ____ - -LIA ___ - ___ I i i - � 6X6 P T_ WOOD COLUMN OMM � UNIT 'D' 6X6 P.T. WOOD COLUMN-J UNIT 'C' UNIT 'B' UNIT 'A' \ Qr_� i POST W/ 1Y8 TRIM POST W/ 1x8 PERMI I i i I - / J, "I A Z/ I - I_= = r__,� REAR ELEVATION ,_,� 1x4 CORNER TRIM -`_� TRIM I c LOUVERED SCREEN WALL S LIGHT EXTERIOR DOOR:z LOUVERED SCREEN WALL \\1\1 \11 - �A-20�) SCALE: 1/4" = V-01' FOR TRA113H &A/C UNIT - SET , I - �;;;�_ i ; Beache' S ATTACH 2" METAL H..abl*ta't C—CHANNEL TO TOP OF GYPSUM LINER PANEL I OSB SHEATHING, USE FIRE—TREATED a CL PLYWOOD WHEN AT A MINIMUM for ,Humanity SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL e PRE—ENGINEERED BEACHES ® — — WOOD ROOF TRUSSES HABITAT FOR FIRE RESISTANCE RATINGS — ANSI/UL 263 w QHUMANITY Design No. 0336 December 06, 1996 NOTE: N0 ROOF PENETRATIONS a: 797 l!/IAYPORT ROAD WITHIN 4'-0" OF FIRE WALL Exposed to fire from separation wall side only ATLANTIC BEACH, FL 32233 Nonbearing Wall Rating — 2 Hr ALIGN TRUSSES WITH INSIDE Finish Rating — 120 Min (904) 241-1222 FAX: (904)241-4310 EDGE OF FRAME WALL 6 A SEPARATION WALL: (Max Height — 44 ft) �- 1. Floor, Intermediate or To Wall 2" wide channel shaped with 1" long les ARCHITECT: CONTINUE Y2„ GYPSUM WALL =•� P P 9 _99 BOARD TO ROOF DECK NOTCHED :: R-30 BLOWN form from No. 25 MSG gale steel, secured with suitable fasteners spaced 24 - AROUND WOOD TRUSS MEMBERS. :b CELLULOSE O.C. Julianne APPLY INTUMESCENT COATING AT INSULATION I ds — Steel members formed from No. 25 MSG alv steel having 2 Meta Stu 9 9 i Architectural and Interior Design ALL PENETRATIONS. "H" shaped flange spaced 24" O.C., overall depth 2" and flange width 1-3/8". --: . 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels, i Julianne N. Overby, R.A. ' supplied in nom 24" widths, Vertical edges of panels friction fitted into "H" - .: - u - - 2452 Pullian Street '. shaped studs. Q 5 Jacksonville Beach Florida 32250 1/2" GYPSUM WALL 904-704-8628 i b BOARD CANADIAN GYPSUM COMPANY — Type SLX. Email: jnoverby@a t.net VP FL.AR-0017060.FL.ID-4621 063" USG ALUMINUM ANGLE CLIPS UNITED STATES GYPSUM COMPANY — Type SLX. SPACED AS REQUIRED "THERMAFIBER" INSULATION 2 ®® FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2" by 4" max spacing 24 O.C. Studs cross braced at (2) LAYERS 1" USG GYPSUM mid—height where necessary for clip attachment. Min 3/4" separation between y LINER PANEL wood framing and fire separation wall. 6 811/19 FIBERGLASS 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, BATT INSULATION 1" (3/4" MINIMUM AIR SPACE applied either horizontal) or vertically. Wallboard attached to studs w 1-1 4" P P Y Y / / long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4 i.. 4 ® 1/2" GYPSUM WALL BOARD OVER #2 (Optional) Joints covered with paper tape and joint compound. Nail heads SPF WOOD STUDS ® 16" O.C. covered with joint compound. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 5 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and METAL H—CHANNEL with Type "W" screws 1-1/4" long to wood framing through holes provided in 2 Clip. 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1°' (3/4" MIN) AIRSPACE 23/32" T&G PLYWOOD METAL ANGLE — SPACE AS REQUIRED „ SUBFLOOR'ING GLUED AND clips a mas of 10 —0 O.C. vertically between wood framing and "H studs. SCREWED OVER PRE—ENGINEERED 2x SILL PLATE 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space WOOD FLOOR TRUSSES clips as described in Item 6A for upper 24'-0". Remaining wall area below UJI requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" SECTION studs. - - - - - - - - - - - - *Bearing the UL Classification Mark = f` :,. *am MN OnIm CwMcadm Dki0A01y. CMydgM••2W3 UndwWWAM Lab0,aWdn W_ PRE—ENGINEERED WOOD UJI 4:k FLOOR TRUSS SEE STRUCTURAL DRAWINGS 1/2" GYPSUM WALL BOARD PROJECT TYPE: QUADPLEX-AD 2x6 STUD WALL @ 24" O.C. DATE ISSUED: NOVEMBER 16, 2015 ;+;•f' 1/2" GYPSUM WALL BOARD OVER 2x #2 SPF / ®19 INSULATION REVISIONS: .063" USG ALUMINUM ANGLE CLIPS 12 WOOD STUDS ® 16" O.C. NON—COMBUSTIBLE SPACED AS REQUIRED �— . � - 1/2" GYPSUM WALL BOARD R11 FIBERGLASS BATT STUCCO OVER APPROVED ATTACH 2" METAL CHANNEL TO INSULATION 2x4 STUD WALL a@ 24" O.C. HOU WRAP VAPOR I CONCRETE SLAB W/ 'PASLODE' 1" (3/4" MINIMUM) SPACE OR EQUIVALENT ANCHORS ® 24" W/ R-13 INSULATION FIRE RETARDANT ; AIR (2) LAYERS 1" USG PLYWOOD SHEATHING. GYPSUM LINER PANEL 4'— " O I I TAL DIST SHEET TITLE 2x SILL PLATE W/ 77 waw MAN FOAM SILL SEAL OF SPA TIO WALL SIDE OF FIREWALLWAIR LL 2 USGCRUNNER 2" USG 'H' STUD 2X6 STUD WALL @ 24" O.C. ® 4 I / —1 INSULATION 4 (2) 1�a USG GYPSUM LINER PANEL 4 (SEE SECTION THROUGH CONCRETE GRADE BEAM SEPARATION WALL) SHEET NUMBER CL (SEE FOUNDATION PLAN) SEPARATION WALL A KI 300 1 TI 2PUXF4 DETAIL. A-300 SCALE: 1" = V-0" A�300 SCALE: N.T.S. OFFICE F STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLE - ROOFING OVER 30# FELT OVER 7/16" OSB OVER Beaches (PROVIDE ADDITIONAL 15# FELT LAYER W 2: 12 SLOPE ROOF) *t-a PRE—ENGINEERED ROOF TRUSSES SEE STRUCTURAL 12 H,a t I ROOF SLOPE BLOWN—IN CELLULOSE & INSULATION VARIES for Hum anity" BAFFLES BETWEEN EACH TRUSS SEE ROOF PLAN HURRICANE CLIP W EACH TRUSS BEACHES SEE STRUCTURAL DRAWINGS _ i HABITAT F (2) 2x PLATES -- SEE HUMANITY STRUCTURAL 797 MAYPORT ROA® \ \ ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 METAL DRIP EDGE OVER METAL_ ARCHITECT: WRAPPED 2x6 FASCIA Julianne N. Overby, RA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. R--30 MIN. t�rehitecturaland Interior Design BLOWN—IN Julianne N. Overby, R.A. VINYL „F„ CHANNEL 1. INSULATION 2452 Pullian Street Jacksonville Beach, Florida 32250' 5/4 x 6 FIBER CEMENT FREIZE BOARD 1 /2" �'Y P S�'M WALL 904-704-5628 n BOARD. MUD AND Email: ' overbv@att.net R- 119 BATT I N S U LAT i 0 NTAPE ALL JOINTS FL.AR-0017060®FL.ID-4621 HURRICANE ROD SYSTEM -- SEE AND FASTENER STRUCTURAL DRAWINGS HOLES. SAND ALL 7/16" OSB OVER 2x STUDS -- _ _ ----- SURFACES FLUS'-1. SEE STRUCTURAL DRAWINGS VERTICAL SIDING —23/32" TRIG PLYWOOD SUBELOORING GLUED AND (BOARD & BATTEN LOOK) TO BE INSTALLED PER SCREWED OVER PRE—ENGINEERED oo 10'0 Ln MANUFACTURE'S SPECIFICATION WOOD FLOOR TRUSSES -- DAMP PROOF= BARRIER LAP 0" OVER FLASHING & SHIM P.T. 5/4 x 8 CONTINUOUS TRIM t STUCCO: INSTALLATION MUST A-301 SCALE: 3/4" ® V-011 CONFORM TO LBC-8703-6 Im i 2x SILL PLATE 1 /2 GYPSUM 9 9 i-.. WALL BOARD REINFORCED T� — CONCRETE SLAB Ll to W W FOUNDATION SEE STRUCTURAL � � (i n � n r f� 2x PRESSURE TREATED PLATE f r DRAWINGS PROJECT TYPE: IDLEX®q D2 OVER FOAM SILL SEAL — SEE STRUCTURAL DRAWINGS FOR / AT ISSUED: NOVEMBER � , 2415 ANCHORAGE 6 MIL VAPOR BEDROOM REVISIONS: BARRIER OVER E CLEAN CLOSET IEXTEND HOUSE WRAP BELOW FINISH COMPACTED AND ! 8'cLG. FLOOR. SECURE WITH STARTER TERMITE TREATED STRIP SOIL FINISHED FLOOR ° 4 ° CIO wmi 101 FINISHED GRADE 4 Q ° 3'-411 � U� 0, O SHEET TITLE \ ^`�,� !� c, v ,r a `` 20 2 ���¢F,P ��, STAIR SECTIO' N 0 TO AND® �� ..... DOOR _ ® TILITN �'' �,�''�.., °`• �. \�, �� i� AH UNIT LL 1/2" GWB-/ & HWH N INTERIOR STORAGE 8'GLG. CSI Ch (CONDITIONED) 4 41-60' SHEET NUMBER PARTIAL WAL' A-301 W/ WOOD CAP M ; 1 WALL SECTION 2 STAIR SECTIONGREAT ROOM SECTION �T�: % _ w1A=301 A-301 SCALE: 1" = 1'-0" AT SEPARATION WALL A-301 SCALE: 1/4" = V-0" A-301 SCALE: 1/4" = V-088 OFFICEY ------ 19 I �- - - ____ _ �, : 11 I I I- - I I 1, I . I I I � - � I I I I I I I �1: I ,:,� "I I I I I I � I � I I I , I I � I I , � I � ;� � I I . I � I � I I THIS DOCUMENT, ALONG WITH I - I , GENERAL NOTUS- I � I � I . SPECIFICATIONS: (continued) I ASSOCIATED DOCUMENT,5, IS � I � I "I I - ; � EZ 11�1 I AN INSTRUMENT OF I �', " OTHER FRAMING I 1.All notes,drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or � I I I CODES & DESIGN STANDARDS: � DESIGN LOADS: I " li�l ENCINEER'a SERVICE FOR service contributor prior to'4nitiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be ' ' //,//"`/`/,�/.///�/�­�`­*`;,//"///�,./,-,�,.7 , THE EXCLU,51VE USE AT THE - I 1.All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be 42 SYP lumber w/maximum 19%moisture content. I I I I ... _ ��/��Z�1' /X,/�//�/ 2 /� PROJECT TITLED HEREIN. / . �, / furnished by those persons,and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a. Florida Building Code-Residential 2014 ROOFS C ., LLZI�1�11�1�1�1' X0,", INFORMATION DERIVED FROM thorough knowledge of ap, licable construction and safety practices required to execute a design such as the one depicted herein.'- , I / . ./ /,// /./ - /./I I Florida Building Code 2014(as applicable) LIVE LOAD 20#/sf I ,// I I � i 2.All engineered wood beams shall be Trus Joist/I-Level/Weyerhaeuser brand Microllarn LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in ./ . I I/ I �� � I - I : I - //./ / THIS DOCUMENT, ANDIOR 1�, ' - I � I DEAD LOAD/SHINGLES 7#/sf //.. //. r./ �, // , A 2.These engineering docu�nents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 anufacturer's specifications,instructions and directions. ,// /11 , SSOCIATED DOCUMENTS. MAY /I/., x -/X /,�, , ASCE 7-10 1 DEAD LOAD/TILE ,�. / ZONE"I" .��.' ;,,��,� � US .� x I I 20#/sf //, �,,/, ,/. - /// and 16 1 0 of the Florida Bit Iding Code,and/or Sections R30 1.1 (6'cluding"flood"design,unless specifically noted within thesedocuments),R30 I.1.3 and R30 1.2.1.4 / V. �� NDS-05 I DURATION FACTOR - 1.25 /�,� 1// I /� // I WORK(,S) OR PROJECT(S) 3.All engineered wood posts or columns shall be Trus Joist/1-Le I/Weyerhaeuser brand TimberStrand LSL 13E or Parallam PSL 1.8E solid members,as specified,or ///. /,1�. ,.. ,�,�� along with Tables R301.5,1�11,301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, I I //1 /" ,/ ,/// WITHOUT THE EXPRE,SS '11 Uction necessary to conform to or with the structural loading requirements as outlined in the equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form TPI 1-07 FLOORS � 0. ,// �,/., �/,/ / I .// ,/,, drawings,details and Spec' cations commonly required to depict the constr ACI 318-05 1 LIVE LOAD 1 5� �/� W //./­`/"�/���/,/,�/�/``/"�/`��;/./ / . X /. //,/// ///., // I I � � 40#/sf Z / � ,// /.//��/` -- ,/ �,,/, WRITTEN PERMISSION OF THE ./ I,/�/" ,//. ,//., --- the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/solid sawn members- -, ,�//�Olz��-/<,���,�,/,/ / , //. I //./ = el . aforementioned sections o,Jhe code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the - /./ �� < ,/1­/``////­//� ,/,­/,/' // -,L"1'. //,/ � ­. ,F 1"I"001 I VVTCM-01 DEAD LOAD . 12#/sf(Including Cln'g Below) R , . . � ,/, = REV,DENETEWRBEffaN9N I i.e.4x4,4x6,6x6,etc.-may be replaced by a similar-sized(e.g.a 5.25"x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional malysis or , � ,�, '/,-, ,/./"/ ;,//��///,;//// /// engineer's scope of worK S �eClTically excludes engineering functions delegated to others [i.e.roof and/or floor truss design,engineered wood products design(except EVVP I //.,'., / .1// //" /v//�,,/ ,/,/., . , documentation required by the engineer. I DURATION FACTOR 1.00 0 �;/ .. = '// Z /.,"/ /./� /,/., . //,/ specified herein),etc.] as)"-,It as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental' site(including drainage),etc. And, DESIGN CRITERIA: I ///��.� ,�� ,/� /// I I CEILINGS/ATTICS I �,/, R ��IX, -0 I NE ,� I .. / ,/ ,//./ . I - I I the engineer's scope of wc,"I,-specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture � I � I '/�, . " V4, //,�,�/ I'/ I ire-resistance;energy efficiency,etc. The engineer further warrants that the 4.All nailing shall be with"common"nails,except as otherwise n ted. All nailing not otherwise specified within these engineered documents shall be as specified by LIVE LOAD/NO STORAGE 10#/sf(Noi�-concurrent) ,// / ,/�:A./1." /Z I I/ , I "/,/ / ZONE ,// protection,infiltration and,)r resistance;resistance to wood destro ing org'nisms("WDO");:f the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails I I BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Concurrent) // ,, - /;, ,�.;�, I' ll , 2 - � � / ".. ,;"/ Z I/// /./ � ,��,,�/ ,//., . structure depicted within t'I�ese documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections of the code and makes �� / /, I " �/� I I I or screws. BASIC WIND SPEED 130 mph(3 sec.gust) DEAD LOAD 5#/sf 1�,X/­_ I I I I./ I , I "I . / " I "I I / ,,, . X_ � ,� . /,/./ no other claims,warrantie. or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address EXPSOUIRE CATEGORY C I I 1// ,-/.// /X1 // I / .1 3 - .- � WIND / ", ,// I elements beyond the speci�,.tc confines of the aforementioned code sections and stated limitations is purely,incidental to the engineer's scope ofwork and shall be 5.All engineered components,including roof trusses,floor trusses,I-joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and BUILDING CATEGORY 11 LOADING PER TABLES ,/,-</.,/ �,,// .//'.�.,I . I / I,.,: I - / responsibility of the appro-riate entity-i.e.owner,architect,confra'cior�an'&6f building official,individually and collectively-t6d6sign,account for or otherwise verify as I �// , 111.111­/� 4 I- 14 , I � D .1 I � I I I �,I�__,,,I' � � directions. INTERNAL PRESSURE Coef. +0.18/-0.18 URATION FACTOR 1.60 . - - I 1 1 /I� . appropriate for the intende,, purpose. �1, 11 I I //� ZONE I I ZONE .1 I I � I 11 SIESMIC N/A 1. I'll, ,/I/ /0,� ,.I., I , / � . , I I , 1� I .... I, I I � 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,F S I/PS2(Structural I rated sheathing NOT required except when specifically identified as such). I I /;./�� / ,/ The / I X .1 . . 1� 3.The structure depicted v�pithin these engineering documents,unless specifically noted herein as otherwise,has not been designed to�resist flooding or the associated effects I :�X.l I. ./ .. I/ .I . ./. " I , /./ . // � 'lity of others-i.e.owner,architect,contractor, site developer and/or building official,individually and collectively-to establish the minimum � , � , i thereof. It is the responsib� Sheathing may be either OSB or plywood,unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly C �;�*. I/ .�/,/./'� CASTILLO GABLE appropriate building eleva"_`on for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. I I I I IEZI -ZONE"3"-CORNER I I �� Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" I I � ZONE(S),TYPICAL the minimum prescribed b-',' FEMA,as prescribed by FEMA and,enhanced by the local controlling authority,or as prescribed by the community engineering and approved � �1� , . or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofand wall I Group by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria'for or otherwise identified as a flood zone - � I "V"unless these engineeri��g documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. sheathing shall not be less than 7/16"thick. Floor sheathing shallnot be less than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some I I ,, I I I - � I A H�ida Corp,ration __ - � I P 1 ,. [ � �,1_(�! - design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. . I I � I ROOF PLANNIEW 1:1 ZONE"I"-INTERIOR ZONE(S) I Designers - 1� � I I I I - I I I I I I I _,__ 4.The design(s)depicted,,;�ithin these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced I I I � � Engineers 11 .1�.��,14,_.,-, 1 11 I� 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA( www.apawood.org recommends the use of either 15/32"thick,32/16 span-rated I ZONE"T'-END/EDGE ZONE(S) I ". I I I I -, 1w..� herein)as interpreted and�--iforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) El I �­­.�!.. , , " I "EZ" DIMENSION: 655o,Roosevelt Blvd. f:�­.Ue,;, or documents,nor of any hiconsistencies between the design(s)and documents and the applicable laws,codes,et at. However,should any portion ofthese engineering sheathing(Exposure 1,PSI/PS2) �r 7/16"thick,24/16 span-rated Structural I rated sheathing when the sheathing is installed with a vertical orientation(long axis I I I , - I ... ;� _ It., 11 I I Jacksonville,FL32244 .",__. :,..,."..,1�,;� -, .... . . I parallel to the studs)on the wall(see Technical Bulletin TB-202 for additional information).The discretion to enforce the aforementioned recommendation is at the sole I ZONE"3"-CORNER ZONEIS) .:,�e�n.�',i!.�­ documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to ** 51-311 ** M (904)77z-6ioo �'.�t'�', I -.1 ­:,:�� I -- the client-unless the error I or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due t(;the engineer discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the 11 I I I �:�".�,��­ I FL CoA No.29015 1 1 I.. ..:"- for the additional services provided. The engineer will not be liable for any,'increase in material and/or labor costs arising from the revision,correction or u].date to the suitability of the nonconforming materials with the Building Offic[at having jurisdiction over the project. Failure to do so may result in the need to significantly enhance I . � .1 ,�",2'�,��: , � I I I � � 11 11 I engineering documents or addendum thereto. I �: 1, �,,l I � I I . j ,1� I; the construction of the exterior walls. I . � I � I I I I I I I I � � I I I I I I I : � I I � 5.These engineering documents may be used one-time-only,and only at the--s'pecific site or location identified herein. The design(s)Aepicted herein may not be used to 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance - : �� � with the manufacturer's specificatibris,instructions and I i I I I execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. I directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications of the connector(s) I I I I I I I specified and have appropriate product approval and installation instructions and directions. ., . ,�, =1" I '. \. I /11, , l,.4 0:� , V� I , 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. I � 1;, I I �' I � 1 �4 1 �,� � I ., - I I I � ,�, /� 1, 'I I � I � I I I � - I I I , I I 1\' I 1 4_� . 1 7.Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifa conflict is present. FOUNDATIONS,CON�CRETE&MASONRY I I I I, �� . I a (�) 0 1 1 1 1 � I I __�J�l � ''I 11 �; � 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other data or informati I 1.The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design .1 F-1 :% on shall be reported to the parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein I >_� �.� engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during I I construction,construction�hould cease until such time as the discrepancies' have been resolved. - ,,:L-I- 1, , � % NNW � � - -". t�'- � is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the kz/o��,�11...... 1, I E � I �ill � I �[ � ,��_,,�Fv n-11, I � I� i �', 'i , foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of / I 1-4 � ­ I - I I � I I - I I", U� 2 9.These engineering docuoents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of � � I and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy ofthe replicatod information partitions above floor slabs,finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future 1 � I I I I . C , I � � or for claims arising from,�,ie use thereof. I performance. I I I I I 1/1 I . I U _1 I / , I I / I � r, li / I I - 11 2.The foundation design(s)depicted within these engineering doc iments has/have been prepared based on a relatively flat,well drained building site featuring � ,/Z /,/// /,' �.� 1� I 0 I 0.Unless specifically def, cted within these engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems I , , I V) � I 1. I \� that may be intended by oiiIers and could affect the performance and/or serviceability of the structure depicted herein. - exclusively non-expansive soil with an allowable soil bearing capE city of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sfper foot ofdepth I I � � .. �� �:) , I ' U ��7 l� with a level back slope_Should site conditions be adverse to-or o herwise inconsistent with the aforementioned parameters,construction shall cease immediately and I 1�\� 77, . 7\ . , . �! I I I I - I � :� I I I I I I - � \. I I C/� I 1.These engineering doct.'.,,ments should never be scaled. Wall framing should be based on the stud table(s),specifications and/or"the relevant notes provided herein. Wall the engineer shall be promptly notified of the conditions and no fu-ther construction shall occur until the engineer has provided additional direction. I I � 0 i , I I framing shall not be assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural I 1 �-4 0 �_� I :1� 1� I I drawings. I, � I I - � %, �_� _��I- � I I 11 � ", 3.Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient s,,-n-;-,-.gf.. .-,�ij have been anchored to the floor I I I P__q 11 11 I I , I system above or otherwise properly braced or shored to prevent damage to the wall. � - P-� ,� �. I � I � I �. I i d These en ineering doc.1,1iients include specific information of a structural nature 7 i.e.the size,grade,species,quantity,strength,etc.of headers,beams,columns,posts, _� \ \ q I I � I . 1 I �� U iQuds' o4ts"._ afters,sheath`il'g,footings reinforcing,connectors,fasteners,etc. This information supersedes information of a similar: nature that may be shown on the 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation require tnents necessary to achieve the required minimum 2,000#/s�soil bearing ca/Icity. . I I * - ,P I . I I . C A hitectural dn'nkin2s. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded or enhanced, In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the,satisfagtion of the Building,,,Official. � ,, I ...... I W �_� I _... T � I 1 4.4 i I , ,,, - ,- I � . I N,�,Wdo ,at the discr�,Jon of the user without additional review or anal sis by the engineer,unless specifically prohibited by the engineer. � . ) / � � �_� ! 7, 11 ,, .:��"Y � I I I '', � - I I I 1. -� -s shall be formed to th imensions as indicated and substantially cente A, I I . 5,All foundation pads depicted within these engineering document �d- Id beneath the associated ? - " I Z ,- - % I I FLOOR PLANNIEW 61N U ____ -, ,X �), ' P column or wall,unless indicated otherwise. I �� - 13�These engineering doc,"ments include multiple pages with cross-references. All pages of the engineering documents should be I reviewed and understood before using I I � I I I I -1 ZONE"4"-INTERIOR ZONE(S) I 4r\ ,.C� ;4 , I &, the documents for any pur I'ose. If(a)page(s)of the engineering documents is/are missing, illegible or otherwise unusable,obtain complete and legible documents before I on of those steps,jogs and elevation I I "EZ" DIMENS I , - , � 1"',C I � 0 proceeding with intended ,�'.'se. I � ��­ :�,� _; , Z 1, 6.The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the locati ION: F C:L.I P.., !;. �� � � �� �'! I I I - . I .�i N , changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of these items may change I I i . I Cn , � I �,, - F f I 11 I 'll I i, .. .1 ZONE"5"-END/EDGEZONE(S) � ­ during actual construction. The design(s)depicted herein can only address the proper foundation configuration as specifically depicted herein and could require I ** 51-311 ** �".. " � 14.It is the intent of the er�.iineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having I I ;: ". I I I 10� Or, jurisdiction over the constiaction and/or occupancy depicted herein.,All contractors-including materials and/or labor contributors-are responsible for the nieans and additional analysis and effort should field revisions merit. I � I I I I �_� (= C'n 1 methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and I I 1 o4 Itt , 4� standards. Under no circuf�stance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been 7.Extreme care should be used throughout the construction proces;to prevent the movement of retaining and/or foundation walls until the completion ofthe structural I � I � MAX. ON-CENTER STUD SPACING (in INCHES) r­i F-4 " ' system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore I approved,and c)(an)appr'q� i r designee(s). 11 I , .priate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)or thei I Furthermore,all constructibit arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible forthe the walls throughout the construction process to maintain the integrity of the design(s). I I I END-ZONE/INTERIOR ZONE: �� I 0 , issuance of any permit id shall pass each required inspection before the Construction progresses further. No Certificate of Occupancy(or similar statement of I I I I I I WIND 130/c FLEXIBLE FINISHES (NOTSTUCCPI I ,!::� Z , (S) I ' 8.The building site shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional five feet or more beyond the I Mn.Rf.Ht. <30' 1 1 1 completion)shall be issue for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any purpose,until such FINISH FEEX. 2x4 2x6 2x8 2xI0 I W C1, time as the authority(ies)having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound and in comi.,'iance with all perimeter thereof Unless otherwise indicated,all footings and flat concrete shall bear upon non-organic,undisturbed soils compacted to a density ofnot less than 95% 1 - 1.4 � applicable laws,rules,Co4s,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering documents. of Modified Proctor Maximum Dry Density(ASTM D 1 557)for adepith of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean I PLATE HEIGHT #2 SPF 1 #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP I � I I ", GW-,GP-, SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic,undisturbed s its(withthe compaction COMPONENT & CLADDING PRFSSURES (in psf)-Vsd or "ALLOWAnV: (NOMINAL) . I ,,11' 0 .I-,- 8' 24"/24" 1 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" � Ill" I I - - .erl 15.It is the soieresponsibi'�ity of the contractor(s)and labor contributors executin the des ign(s)depicted within these engineering documents to determ ine Ll".e proper thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compacted to a,density of not less than 95%of Modified Proctor WIND 130/C 1 91 24"/24" 24'./2d�. 1 `-,V/24" , 24"/24" 24"/24" 24"/24" 24"/24" 1 L.� (= 9 : , 9 Maximum Dry Density(ASTM D1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering report specific to the ROOFS (all values negative-i.e."UPLIFT") WALLS(incl.Windm;6&Doors) � - ­..____ d se' T - -4.1 1"---- ­ C� �4 erection procedures an ,quences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure trie soundness PI CH >6/12 10, 12"/16" 12"/16" 2:F/2 24"/24" 24"/24" 24"/24" 24-724" of the structure and its sub,ielements and/or components throughout the'co'nstruction process.�_Furthermore, it is the sole responsibility of the contractor(s)and labor building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the Mn.Rf.Ht. 15' ZONE"Y ZONE"T' ZONE"I" OVERHANG OVERHANG END ZONES M'TERIOR ZONES Ill 10"/12" 10"/12" 24"/24" 1 24"/24" 24"/24" 24"/24" 24"/24" (.� r_.I ' site be prepared to a lesser degree than that which is outlined herein. � AREA(in sq.ft.) CORNERS I END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE NEGATIVE POSITIVE . �4 contributors to provide ap�,lropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,until such time I I I I <10 -25.85 -25.85 -22,10 -37.46 -37.64 -29.60 22.10--- 22.10 ' 12' 6"/8" 8'712" 24"/24" 24-724" 24"/24" 24"/24" 24"/24" � as all of the structural elen-�,-nts and components depicted within these documents are properly installed,inspected and approved. Bracing shown throughoul these � ____- - __:2_'__9�_ 14' N.P. N.P. 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" C/� 4� � ,.ermanent bracing and should not be confused with or substituted for the'aforementioned temporary bracing. 1 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.17 -23.04 21.17 16' NY. N.P. 12"/16" 16"/16" 16"/24" 24"/24" 24"/24" ' I engineering documents is i'�' I I I - - �� (.�) I 11 I I'� -1 I I I � I 11 I � 11 -1 - . 1 �- (minimum)6mil polyethylene(visqueen)barrier installed in accordance with applicable codes and Standards. Slabs shall be reinforced with either 6x6 WI.4xL4 50 -23.23 -23,23 1 -19.48 1 -34.84 -34.84 1 -24.91 19.67 -21,54 19.67 1 "/24" � I I I " 11 ­'_ I , - __ . 18.5' N.P. N.P. 8"/8" 8"/12" ITY12" 24 24"/24" 1 1 1 1 1 1 WWM,lapped not less than 8"at edges/ends,in conformance with ASTM A-185,orFiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of I >100 -22.1 0 _11) M 1 -18.36 1 -33.72 -33.72 1 -23.04 18.73 -20.60 18.73 __ all 16.Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or rooffs)of the structure depicted within , 1 19.5' _ N.P. N.P. 8"/8"_ 8"/8" 8"/12" 24"/24" __i4_7'/2_4" ---, these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads ofthe lb.per cubic yard of concrete,complying with ASTM C-I 1 16. - I 4� E floor or roof,Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. I 1 205 _ N.P. N.P. 1 6"/8" 8"/8" 8"/8" 16"/24" 24"/24" 1 1 1 . I 10.Minimum compressive strength ofall concrete used for foundai ions,slabs,etc.shall be 2,500psi at 28 days. � I 1 215 N.P. N.P. 6"/6" 678" V/8" 16"/16" 24"/24" 1 1 �� U W I � I 1 22.5' N.P. N.P. N.P. 6"/6" 6"/8" 16"/16" 24"/24" W 17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions I 1.Where indicated,cores or cells of block masonry(CMU)shall )e filled with coarse grout or pea gravel concrete with a minimum compressive strength ofnot less I I I .e!� 0 P_� �V, provided by the manufacturer,or as otherwise indicated by the code or associated p I roduct approval I document. � than 3,000psi at 28 days. I I U� U� I I I � I I V\ � I 1 18.These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with �lie associated 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: I I I MAX. ON-CENTER STUD SPACING (in INCHES) �_� (:7*) P4 standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are a)Concrete cast against earth: 311 1 4� routinely updated and/or supplemented,the,engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and b)Formed concrete exposed to earth or weather: 11/2" END-ZONE/INTERIOR ZONE: = �'c �;_ enforcement agency(and subsequently used for,construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective I c)Interior slabs,walls,etc.: 3/4" WIND 130/c BRITTLE FINISHES (STUCCO,etal) r---q date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be returned to the Mn.RE HL, <30' 1 -.t� V\ 4 0 engineer,who may subseqtIently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or I � , FINISH BRIT. 2x4 2x6 I 2x8 I 2xlO I I �� , �: Q) methodologies. In no case,"shall these documents be used for permitting or construction more than one(1)year after their date of original issue. 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal I PLATE HEIGHT #2 SPF #2 S YP #3 SPF #2 SPF kn �� I - __ (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching comer bars shall be used. All longitudinal I j, (NOMINAL) #2 SYP #2SYP #2 SYP � I I 8. 16"/16" 16"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" ' �'c 1 �_4 19.Engineering documents��such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be LEGEND - I 1 91 12"/16" 12"/16" C/� r­� care and code-required facfors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. lapped at splices a minimum of 25". 24"/24" 24"/24" 24"/24" 24"/24"- 24"/24,, , I � 10, 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 1 24"/24" 24"/24" -<� g However,the very nature(T the process provides opportunities for errors and,conflicts to arise during the execution of the design(s). Because ofthe inherent inability ofthe 14.ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done (2)2xI0-2/3 EADER/BEAM CALL-OUT 24"/24" 44 -1�1 engineer to foresee every,���)tential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require addi,,ional effort 1 12' MR I N.P. 18"/20" 1 22"/26" 24"/24" 24"/24" 24"/24" r___� , , in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." #4 40 1 � �:) �:) once construction has corr'iienced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as NUMBER OF KING-STUDS EACH SIDE OF OPENING 14' N.P. N.P. 8'712" 12"/12" 12"/16" 24"/24" --274'-/24- 1 1 �� 11c) �� F_.� depicted herein,causes th(';�.-ngineer to be unable to accept"back-charges"for errors or om'issions contained within the design(s)depicted herein. I I � I 1 16' N.P. - N.P. 6"/8" 8"/8" 8"/12..... 16"/24" - I I �'i I � I I I I � -1 15.All masonry work shall be in accordance with ACI 530/ASCE5/TMS 402 Masonry Building Code. � -NUMBER OF JACK-STUDS EACH SIDE OF OPENING 24"/24" Q.) r___� ,"! I I 11 1 6"/6" 1 9�4 U 11 SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) 18.5' N.P. N.P. N.P. NR 12"/16" 24"/24" 20.These engineering doc.�Iments and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property ofthe engineer. � . . NUMBER OF PLIES IN HEADER I 1 19.5' N.P. N.P. N.P. N.P. 5"/6" i��/1-2- __T4�/24- 1 For cause,upon notice,theAocuments shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained 1 16.Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive -4!� - C) �:) � I I herein are prohibited with�ut the expressed written consent of the engineer. - I I. I strength of 2,000psi(f in= 1,500psi). I � 1 20.5' 1 1 N.P. N.P. N.P. N.P. N.P.. 8'712" 16"/24" � W r--- �_4 , p4 �� . - I � I I ALL EXTERIOR HEADERS UNLESS NOTED OTHERWISE 21.5' N.P. NP N.P. I N.P. I N.P. 8"/8" 16"/16" -) . - I .,;, I I . I - V E...� 17.Mortar shall conform to ASTM C270 and be Type S. I - 225 1 N.P. I N.P. I N.P. I MR. I N.P. 1 8'-/8" 16"/16" � 2 1.These engineering doc �ments have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used ALL INTERIOR HEADERS [jjj��LESS NOTED OTHERWISE I = r__-� �4 ct� I resources reasonably avail',�ble to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure forthe specific site or � I I ,,I EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c SHALL , I I . I location of the constructio.,"i depicted herein. Those resources reasonably available may include local government GIS maps and/or Satellite imagery,wind speed maps 18.Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28,days and mixed to provide a slump ofbetween 8" 1 " BE SHEATHED WITH MINIMUM L9"(f"NOMINAL)SHEATHING I - ---,, � and I V. I .; 32 8 � published by the local con,!.�'011ing authority and/or the state DCA,' and/or othe�r commonly available maps and/or satellite imagery. The Building Official shall verify the I I WTTH VERTICAL APPLICATIONS&STUCCO FINISHES. DESIGN MEB : wind speed,exposure and'.")ther design criteria shown herein to be correct and code-compliant prior to approving these documents,and authorizing construction from them. I � . � I � 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. I I I I � � D The engineer shall not be t'able for any claims arising from inaccurate wind speed and/or exposure designations based upon the site Or location information provided to him I I I - RAFT MEB - I Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. I � 1 � '�for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or ex osure. MAXIMUM ON-CENTER STUD SPACING IS 16"WHEN USING j!" i by the client(or others),o"I P "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THE 16 : i:, I I� SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE THICK WALL SHEATHING. I CW&KED EAW I "I I I 1 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM At 67 Type 304. 1 1 1 11 I I � I I I � I I I I SCALE , N.T.S. '� I I < )INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 8" 1 1 1 - SPECIFICATION�, I., I �ii STEEL � MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, I DA TE 12.2.2Of5 - I I� I RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED � i WOOD FRAME WALLS� -11 I . 1. I ----- .. -1-11 ,�--- ----- I 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel I TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. JOB NO. 15-228 � �� I I I I I " 1.Unless otherwise specifi�.ally indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-frattled")when Buildings,"9th edition. I I I I I I FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUN I DATION/MASONRY CONNECTOR SCHEDULE I I I I 11 -S'Q.FT. NA - fully-braced by an interse6�ing sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and should not be I I I I .. . 4 1 .-1 I .1 I � . � used to support platform fi�mling unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except as noted below: - _T1 � 11) Project Engineer: I CLIP,TIE FASTENERS ,'ExTIMoNo FouxDAriox,s EXTI$TEM-WALL I I I I NAILS/SCREWS TO HARDWARE/ ASIM307 i INT Lbe�A ON, FOUNDATION50 CWU #'ALL TIE-BEAM /LINTEL I I I i uninterrupted btween pohits of lateral support. a)Pipe ASTM A53,Type E or S,grade B I or STRAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 10 1 8) ' I I I ! I . I ATg plA IMIN EMBED MIN EMBED MIN EDGE MIN EMBED MIN IMAX EDCBMIN EMBED I EDOE DIST -41 � - - r ,� � b)Tube ASTM A500 �.,� I I I � H2.5 (5)8d PER END (12)16d ABU-44,-66 518" 5-1/2" - ','-'"2 3" 12" 1-3/4"/6" N/A I I :r, � � I -1 I 9 \ 1\ \ I - I Elizabeth A. Woodward,,PE. ,,���plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry I (Y H5 (4)8d PER END 4-1/4"w/MfN 4::.,/2-1/T SPC'G C.L.w/MIN M � - � top-a shoe-oi ��,� / H 0)16d/EACH LTT20B&DTT'2 1/2-(EA) 5-1/2" 12" 1-3/4"/6" 12" 'Professional Engineer - -_ ,t,"'/Al ,Soil I 'ise. / C'G , ' 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherw* I /;/ 2-1/2"SPC'G 2 w/4"SP I ,J) all Ore ure preservative treated. I Its (5)10dxl-1/2"PEREND - 3"SPACING _�_ ,� I � I q - ­_ - I , I --- -1/2" -1/2" - 121, " - I �,� I �IF Li e e ' - I ,1�, ., I I I � ,- _._11 / MTS12 (14)10d or 10d x 1-1/2"TOTAL - - (22)10d SINGLE MGT 5/8" 5 5 3' 1-3/4"/6" 12 C.L. i -, I No.,619,-V__ - __ -_ 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall below carbon steel and meet or exceed the capaci of ) ' I I 2x(22)10d DOUBLE MGT (2)5/8" 5-1/2" 9-112" 3- I'll 3-1/2"/4" 12" C.L. I I A ,__ '' 4- __ All ical wall frarning'(studs)-including"jacks"and"trimmers"-through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/or table(s), I the corresponding ASTM HTS20 (20)10d or(24)10d x 1-1/2"TOTAL - - , � - . I i /lb, - � 4 I � /�k n�Oln 19%moisturb,content-except as noted or specified,otherwise on the framing plans and/or details. All vertical wall framing(studs)larger than 2x6 shall be#2 A307,A36,SAE 1018 and Grade 2 bolts. % I - H 6)16d SINKERS TO TRUSS, (I 8)16d SINGLE HTT16(4 5/8- 5-1/2" 7-1/2" 2" 12" 1-3/4"/6" 12" C.L. -- 11 -,,ffN6*3 - � LGT2 _ i- _,� �� I . 1 (14)16d SINKERS TO>&POST - -1/2" -In" - I � , I . 2x(18)16d DOUBLE H`FT16(4 (2)5/8 5 7 4" 12" 3-1/2"/4" 12 1, I SYP lumber w/maximum',i 9%moisture content unless otherwise noted or specified on the framing plans and/or details. ". -,,, C.L. I - - I �, I I 11 t 11� ,� , I :�: ��� �� s, I � ":c:r- 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. I H16,-16S,-16-2 (2)10dx 1-1/2"TO TRUSS,(10)TO,/POST 2x(I 8)16d TANDEM H1716/4 (05/8- 5-1/2" 9-In" 5" 151, 1-3/4"/6" N/A I I ( I// , 50 SEVELT B , b. � 4.All required 2x blocki%�in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that � MSTA12 (10)I Od TOTAL (32)16d Sinkers SINGLE HTT22/5 5/8" 5-112" 1 9-1/2" 2" 151. ,,,,, "" N/A JACKSONVILLE, FL 32244 - I are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. MSTA18 (14)10d TOTAL 2.(32)16dSi.ke. DOUBLE=22/5 T2)5/8- 5-1/2" 9-1/2" - 5" SEEPLAN N/A 4') : 1 (904) 680-6279 � S !- - :1 - . 1 1'1�4 CORROSION&DECAY RESISTANCE: MSTA24 (18)10d TOTAL (20)Y4"-x2-1/2"SDS SINGLE HDU8 7/8' 81. 81, 3" 13-1/2" -Irl 4" 13-1/2" 1 1 � I I I , I - - I.. ::T= I C.L. � - I MST37 (42)16d TOTAL N(20)Y4"-x 2-1/2"SDS DOUBLE HDU8 (2)7/8- 13-1/2" 1 1 1 <:D 5.In some instances,these:engineering documents may include a specification for a column within a wall where the size of the column exceeds the thicknessofthe wall as 1 3" 13-1/2" 1 3-1/2"/4" - 13-1/2" 1 C.L. i- SHEET I 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)16d TOTAL (30)Y4"-x2-U2"SDS SINGLE HDUI I 1. I.. 15.1 1-3/4" SEEPLAN NIA I I n, I specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The = - I I I I � thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-out to a thickness boards/lumber,joists,posts,etc.-shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for I - MST60 - (56)16d TOTAL 2x(30)Y4"-x2-1n"SDS DOUBLEHDUII (2)1" - 15" 151� 4" SEEPLAN N/A I � similar to that of the column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate forthe I CS16 (30)8d or(26)10d TOTAL (36)Y�"-.2Y�"SDS I SINGLE HDU14 1.�1 15' Y SEEPLAN N/A I I � I � column"wrapped"with a finish material(i.e.gypsum,etc.)I and left semi-exposed into an interior space within the structure. Additionally,if none of the three application. � I SPH4,-6,-8 (12)10d.1-1/2" 2x(36)Y4"-x 2Y2"SDS I DOUBLE BDU14 (2)1' 1 15" 4" SEE PLAN N/A . I I __:::� i i . I HPAHD22 (23)16d (16)10d I HGT2,HGT3 1(2)3/4' 17" 11-1/2" 3" SEEPLAN 11-1/2" 1 1 1 aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine ifan engineered wood __ I I I - � � (EWP)or structural steel column may be used within the allotted wall cavity.' � 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. I I LTP4 (12)8d x 1-1/2"TOTAL (16)10d I HGT4 . ISEEPLAN 111-1/2" ' I C.L. I I I � 1�1 I I : I I I A35 (12)8d x 1-1/2"TOTAL "FRAMING"a.d"FRAMrNG-TO-FOUNDATION"CONNECTOR SCHEDULE NOTES: I I I ___ GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF � f of 4 1 1 � 3.All fasteners(nails,screws,bolts,etc.)less than V?in diameter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or META20 (12)10d x 1-1/2" (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY � I I . - I I � ____ -_ - I L. FIELD FRAMING I I I L I I stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility I I HETA20 (12)10d x 1-1/2" 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO TOUND.CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) I � - , i � I L� 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGE,ETC.)ARE MINIMUM DISTANCES U.N,O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL I I 1 3)"DOUBLE.�HOLD-DOWNS REQUIRE MINIMUM 8'SPACING RET�VEEN ATR ANCHORS U.N.O. I I - I �I � , I with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the (11)Ild SINKERS TO TRUSS, ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE I I I I - I - I ,,,� - LGT2-MASONRY (7)1/4"-x 2-1/4"TITEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE EXTERIOR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED I - 1.Limited elements or areEis of the design(s)depict-ld within these engineering documents may include the label or reference"field frame"or similar. Atthese confined exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use ofSS MTSM16 (7)10d or 10d x 1-1/2"TO TRUSS, CMU WALL TO THE<OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR � locations the engineer has'determined that it is unnf,'cessary to establish a demonstrable design for the specific application. These elements or applications may include connectors and fasteners. (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL 5)MIN,EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY IF THE MIN.EMBEDMENT IS TO CONSTRUCTION. I I I I I I I MEASURED FROM THE LOWER SLAB ELEVATION I . stairs and/or landings,platK,shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or HTSM16 (8)10d or 10d x 1-1/2"TO TRUSS, 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUTACTURER!S INSTRUCTIONS& � I . (4)1/4"-x 2-1/4"`HTEN SCREWS TO WALL DIRECTIONS I I ies. As such,the engineer has deferred to the contractor,or other person or entity responsible for the execution of the construction depicted herein to create his or 1 4.Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. H16,-16S,-16-2 (2)10d.x 1-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE"COMMON"SIZES U.N.O. I I I I &t her own design for elements or applications specifv--d as "field framing"or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, Use only zinc-plated/galvanized fasteners with zinc-plated/galvani2ed connectors. -2-1/4"ITTEN SCREWS TO WALL 8)MINIMUM ROD SIZEIGRADE,EMBEDMENT&EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHGREVIEWED FOR CODE COMPLtANCE , 18)ITV-x 3"SOS TO TRUSS, ON THIS CHART rules,codes,etc.and shall jl.)e to the executed to the,satisfaction of the Building Official. � I � I I FGTR ( ­..... � 11 (2)112"-�5"THEN HD'�TO WALL 9)MINIMUM EDGE DISTANCES OF 4"OR MORE REQUIRE MINIMU DM 6"WALL FRAMING I OFFICE COP 11 I � I I I �: . 5.Regular inspection and maintenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or other potentially corrosive 36 (8)10d TO FRAMING, - I 0)MINIMUM 8"SPACING BETWEEN META-or HETA-ANCHORS U.N.O. CITY OF ATLANTIC 13EACH � ,. I I I I I - - � MSTAM -EN SCREWS - J I � I I :I i 11� environments or applications is essential for continued,long-term satisfactory performance. I (4)1/4"-x 2-I 4'TFTEN TO MASONRY I 1)MINIMUM I-1/2"EDGE DISTANCE FOR Tn I --- I I I�� 12)MINIMUM 4"EDGE DISTANCE FOR THEN HD's �SEE PERMITS FOR ADDIT10fUL . I , I. I - I I 11 I I --- ,� :i f � .� I I REGUIREMENISMOCUR011TORS : � I i I� 11 I 1, � I ;I �- I I I I I �, 11 � I I ,� I I : I I I � - . I � I 11 I I e I � � � REVIEWEDBY'%. filv- < ' I I I 1i - � 11� I � I - I I I I I I ' i -Z I , I lj'� .1i I I - 1� I � 0 , 1�1 1. 11 . 11 1 11� I , � . � I 11 11 'i - THI;9 DOCUMENT.'ALONC WITH RODS AT M X.5'-O"o/c.>== AS90CIATED DOCUMENTS, Id 73 0 *RODS AT MAX.51 9 1:"ic; A ==Ci RODS AS SHO� AN INSTRUMENT OF 20,_U ENdINEER'S 9ERVICE FOR THE 5 P6 -6## -------......... ........... EXCLUSIVE UgE AT THE, 6 6" TI 6A (2)2x8 LJ T16A PROJECT TITLED HEREIN. _8_1 20'-0" (2)2x OSB 3�'�/12'"8 'A 00 INFORMATION DERIVED FROM �ST2 S 2 00 PORCH PADS TO BE: x (l)5/R"r)TA Tl4R_%DFT)R ASqFMRl,Y.@ A THI$ DOCUMENT, ANDIOR [PORCH PADS TO B7E-. .........-—---- ........... -T16E A0,30CIATED DOCUMAINTA MAY 20"x2O"xl 6"W/244'S I EACHEND& 12"13 -STUBBIES@24"O/C, N - I BOTH WAYS �2 NOT BE WED FOROTHER 20"x2O"xI6..W/-2-#'14-S I T16E WORX(�S) OR PROJECT(S) BOTH WAYS', -------------- WITHOUT THE �: —_—_ EXPRE9$ fo*-O,* 6*-6" 6 fo 0*4 -------------- T16C WRITTEN PERYI69ION OF THE PROJECT ENGINEER IDENTIFIED T16C BELOW. lo % -- -------- r F -------- L_T id- I r 1 7 REV DESCRIPTION I �8/10 8/10 1 J 7 im ............. -16 ST2 ST2 1 1 V8—T2-) ST2 6 1 VEB2.24.2015 T16 =0 2 _J T16 6 F--------- - r7 1� Q) r16 V-S—TY) T16 4 2 A 00 The �12 8/10 -16 *A TTENTION* 1 �2 ------- --------- *ATTENTION* T16 REFER TO DETAIL B/S I FOR ST2 9'_011 ff 0" 1 L-----------J L------ ------------J L----- - --` 1 CASTILLO 00 C14 REFER TO DETAIL B/S 1 FOR I �--- -----1 "BRACKET"ENGINEERING --------—--------- Cq ---------- -------- "BRACKET"ENGINEERING T16 AT REAR PORCH FRAMING AT REAR PORCH FRAMING. Group C*4 Zo ............... ... ....... ............. A Florida Corpomti T16 rO-3ply#2 (2)MTS 12's B I-TO-3ply#2 91- Designers 0 1t.2 x �v/(1)HYBRID SPF 2x4 POST -16 Engineers 04 n ======TJIRF I BED IR (2)2x&1/2�] [T16 F F1 1-61 (2)2x8-1/2 ...........-............. 655o Roosevelt Blvd. r7 r7 MEAN- =Fm ST2 J Jacksonvi e,FL 32244 U 7 C\? _t:i 5 (A i � U (904)772-6ioo z -I E KI ------------- ---------- Fl,CoA No.29015 _J Q � . 'Co VS__T2 mor m cc�o '00 --A m = z 7 4' 90 i � -]�� -- -_ U -------------- @) I I U r il� > ST2 e 7 ----------- Li ------------------------ ----------------- --- ------ I �q ................. .................. ........... CO U + ST2 �4 I--1 1 1 1\ 11\ 7- - �.! � M W� 9 Con. ............ ..................- ......................... CIO --------- FUZ((j iL----ii L_L NNN16"W/L _-rJj30"x3N A".30".16"W/ 30 1 L J On L-----J r--------- ------ ---- ON16"W/ I I ---> -I U 344-S BOTH 344'S IN THE 344'S BOTH SHORT WAYS 4-Ji---------------------------------- —--------------- WAYS ::5- 0 DEEP < Cn 20"WIDE x 12"DEEP DIRECTION& Co 1< ------------ 444'S IN THE to ------ boINTEGRATED CONCRETE LONG B 7 U 81fo ---FTT_ f W/(3)#4 CONT. 9 T2 ST2 R I ; DIRECTION P-4 SIMILAR TO DETAIL 1\�T2 ............... .4 12/ST2,EXCEPT AS Co Q rp 9 NOTED HEREIN. ---------------J 00 --------------- 'C 4 Z c) 6 ............................ �N ................. =!q =_ 2'-2" 4'-0') 011 12'-6" 4'-0" 13'-10" b b 9> I _011 2'_2 13'-1 'C\? 7 00 f_U9 4"CONC.SLAB t-U4 K �-U4 REINFORCED W/EITHER - ------------------------ 6x6 10/10 WWM OR FIBER -A ') �1 =--- --- _1� k CIO - ------- t-14 Cn MESH ON 6 MIL VAPOR 4"CONIC.SLAB 1 10 BARRIER OVER CLEAN, REINFORCED W1 EITHER 6 7_1 COMPACTED FILL.SEE 6x6 10/10 WWM OR FIBER F05(3 MESH ON 6 MIL VAPOR I -------DRAWINGS AND 1 1 1 F15(3) BARRIER OVER CLEAN, U In rl) I I ��2 cli SPECIFICATIONS FOR COMPACTED FILL.SEE C9 -------------- '29 LL CONC.SLAB C'� ARCHITECTURAL INSECT AND DECAY 4 1 ARCHITECTURAL co 2 Cl) RESISTANCE REINFORCED W/EITI IER 4"CONC.SLAB DRAWINGS AND ---------- ........... 7..................... .............................. ........... ..................... .................. ................. 1-1 L 0 �D REINFORCED W/EITHER (1)MSTA12 @ CONSTRUCTION 6x6 10/10 WWM OR FI]3ER SPECIFICATIONS FOR cro 2 Fo- _J PRACTICES.PROCESSES 6x6 10/10 WWM OR FIBER W 4�__� 4 ------�EACH_JA. MESH ON 6 MIL VAP DR INSECT AND DECAY ...... .............. MESH ON 6 MIL VAPOR 4N AND TREATMENTS TO BARRIER OVER CLEAN, RESISTANCE FOR 3 t-lb 1-1b JHEA111­ V11 1 1) C) �7. U) I t BARRIER OVER CLEAN, 2ply#2 SPF ST in MEET APPLICABLE CODE CONSTRUCTION - z W �ST2 L__J COMPACTED FILL.SEE 2ply#2 SPF -11 COMPACTED FILL.SEE U z 2x4 POST R-,, ON REQUIREMENTS. ARCHITECTURAL ARCHITECTURAL PRACTICES.PROCESSES I 2x4 POST z Sy TO A_T --------------------------------- < 0 TS TO U C4 DRAWINGS AND DRAWINGS AND AND TREATMEN -(I)MSTA12 @ 4 U SPECIFICATIONS FC'R MEET APPLICABLE CODE Q 0 F10(3) 0 U C) SPECIFICATIONS FOR U 20"WIbE x 12"DEEP U HEADER W/(1) 0 INSECT AND DECA)� REQUIREMENTS. J_J RESISTANCE I INSECTAND DECAY z INTEGRATED CONCRETE RESISTANCE LTT20B @ STUD TA12@ (I)MSTAL'�@J CONSTRUCTI�N FOOT-ING W/(3)#4 CONT. PRACTICES.PRO(ES:',ES CONSTRUCTION BASE TO A.T.R.. I A CK TO SEE DETAIL A/St PRACTICES.PROCESSES K..9/I No� SEE DETAIII A/P-I ..................... .............................-.............. SIMILAR TO DETAIL AND TREATMENTS'ro ERW/(I) HffAD_EVW/_(IT 1 8110 12/ST2,EXCEPT AS AND TREATMENTS TO &--------___* MEET,APPLICABLE C )DE S 2 Nr 112013 @ STUD LTT2013 @ STUD 10 (2)2x6-CUN I'.-1/3 1 8 T2 NOTED HEREIN. REQUIREMENTS. MEET APPLICABLE CODE IPLY#2 SYP 2x8 10 1� 1 (2)2x6-CONT.-1/31 R—.. --BASE-T-O­-A-.`F-.R..-__ �_�IPLY#2 SYP 2 N 15- LZI -4---�BA-SE-TO-k.-T-. LEDGER IN REQUIREMENTS. 0 101, z I-If r 7 Cq LEDGER 4SHEATH PORCH L A/S1 LOCATED AT Co P �2 SEE DETAI ZSHEATH PORCH 20' WIDE x 12"DEE Co LOCATED AT i �::) 16 E CEILING PER :0:) I I ROOF N 8/10 INTEGRNTED CONCRET = Cy 1:10 CEILING PER FOOTINGW/(3)#4 CONT ROOF DETAIL Q/STI 0 m -1 C) RAFTER(S)& ST2 L--------- --- ------------ U 2 0 .0 F.4/3 Z � DETAIL Q/STI r8/1'0� RAFTER(S)& 10 1� CEILING L------- --- -- ----------i I\IILAR TO DETAIL CEILING P4 S, En S 2 1�/ST2,EXCEPT AS '0 (2)2x8 JOIST(S) /JOIST(s 4, 0� I (2)2x8 E-]1 ,J I (2)2x8 L U2 2x8 �I- F 4SHEATH PORCH FASTENED TO (2)2x6-C FASTENED TO -2 CEILING 0 NOTED HEREIN. I I i SHEATH PORCH 1 PER EA.VERT.WEB TO BE: ----- -- CH PADS 7 1 EA.VERT.WEB 0 DETAIL Q/STI CEILING PER 0 MEMBER IN L-1 I 1 11 z z u 7 ON20 x16"W/244'S MEMBER N 0 DETAIL Q/STI UNIT D I TRUSS TOI W/ �1� 0 7 kS 2 __T_, L m PADS TO BE: L--- --------------- ST21 BOTH WAYS I TRUSS TO I W/ CO 244'S T2 Ed I (2)2x8 (2:�2xf8= Fl�l )2x8 (2 2x8 (3).13INY' T2 20N20NI 6"W/ (3).13INY- UNIT , A I __L2 NAILS BOTH WAY 0�, S 1-1 YP 2x8 LEDGER Y-10"o/c -01 ,N. I I ' RODS AT MA PADS r r IPLY#2 S z 20N20" 6 7 TED AT ROOF r7 -�7 PADS TO BE: 7 LOCA 20NNN16"W/ RAFTER(S)&CEILING 1PLY#2 SYP 2x8 L :�7= ST2 244"S B'&�" ST2 ST2 LOCATED AT ROOF '00 2.#4'S BOTH JOIST(S) 1AIT B UNIT C \-Fi� . ................... WAYS fo'-o" FASTENED TO EA.VERT. RAFTER(S)&CEILING 10*-04 r L r 7 1 fo,-044 L 1,-,�2 1 A FLOOR STRUCTURAL PLAN WEB MEMBER IN TRUSS TO I JOIST(S) El El W/(3).131NY'NAILS it = 1 1-011 FASTENED TO EA.VERT. WEB MEMBER IN TRUSS TOI El iXPANSOION YT. 3/16 co �2 f 0** W/(3).13INY'NAILS Wt_ 011 Y" EXPA JW I 9;T / 1. 1 1 = INC 12" EXPAA10At T,,� ION 8'- 10 )1 .. k *RODS AT MAX.T-8"o l�: CONVENTIONAL STRAPPING PER DETAIL A/ST *RODS AT MAX.5'-8"o/c. Eg)2x6- )2t"-CO, TA/: -1/2 C 0 (DIX8 1 1111 11 � 11 1 P UNIT B UNIT C UN T D n D i 00 D UJU4 UNIT A 0 D n It n .0 r� D D 0 LJ LI 4ply 2 A#2 SP T08 JAdcsw/( ) MIN. lily 2x4 2 SPF- _T08-__MS�Al2-0 4 ZACH V/(1) FOUNDATION PLAN JAC C TO H LDER JACK MSTY I Z ON E kCH AN]1(1)CS @ i GJ06 -011 JACK 10 HEA )ER it = Jos EA POS"I 1ASE AND :1 3/16 91 1:CS16(D� CONVENTIONAL FRAMING NOTES �0 TO TUD B OW I EACF I OST B.LSE -LOOR L TO S� IST EL M L D BEL11 WIN ALL MATERIAL#2 SYP U.N.O. I ST F I)OR LE YFEL. L 1 1) 1\ F_ I (n �� : r ------- < L I--- C10 ALL RAFTERS 2x6 @ 24"o/c U.N.O. Cn E IL _J L C) —IU _:D I ---------- L ALL CEILING JOISTS 2x4 @ 24"o/c U.N.O. DESIGN MEB > L--------- ----------------- k CLUSTER(5).13 1 NY'NAILS @ EA.ROOF ------------------- __J DRAFT MEB RAFTER TO CEILING JOIST (2)"'DIA.x8"L.SDS FROM INTERSECTION. b 91 60 00 CHECKED EAW TOP 4X6 INTO 4x4 00 00 (5).13 Ix3"TOENAILS @ RAFTERS& ii [Z 11 (COUNTERSINK MAX. :I I ��11 I -------- CEILING JOIST TO LEDGER: -------- CM ,F.11 SCALE N.T.S. ............. ------------------------- ---------- .................. .......... .................... -------- 12.2.2015 ----------------------------------------------- --------------- .............. ----- DATE < (1)MSTA24 @ EA #2 SPF "TRADITIONAL HARDWARE" �5-228 PER DETAIL C/STI. NO. 2X6 STUD TO HDR 0 --- MIN.(5)PLY SYP IPLY#2 SYP 2x8 LEDGER LOCATED AT C4 (1)H2.5A @ EACH RAFTER TO HEADER I I I i STUD PACK IN WALL. 4X6 Zt�EQUAL ROOF RAFTER(S)&CEILING JOIST(S) 0 FT. NA TOP PL. 1% FASTENED TO EA.(16"O/C MAX.)VERT. FRAMING MEMBER W/(5).13 IN3 NAILS C) -4 Project Engineer: 1 U6 i r (2)1"DIA.x8"L.SDS— C_ 4 SCREWS W/IN 10"OF TOP bizabeth A. Woodward, PE 0 CONTINU�US OF HORIZ. "MAX. HDR PER PLAN. 4" MIN./B 0 Professional Engineer U0 FL License No. 61947 2u 0 0 �T. 4'"DIA.x8"L.SDS SCREWS J�CKS W kLL ANCHORAGE LEGEND M N.4ply 2x4#2 !PF JA(KS WN.41 ly 2x4l 2 SPF 650 WINDOW ATV U/C 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2" w/(1) VISTA I t ONE�CH ROOSEVELT BLVD., 4_7:�OPENING (COUNTERSUNK "MAX.) N/(1)M: TA12 )N EA( MTS 2's OR 2) 1 S CR( WINDOW 2' EMBEDMENT INTO FOUNDATION AND COUPLINGS J/CK TO HEADI RAND(1) m S JACK-0 HEA)ER Al D(1) 1-13ACKSONVILLE, FL 32244 11 STA24%@ TRI ISS TRU T, 12 @ I ACH P) T AS REQ'D. 3"x3"xY4"ROUND HOLE WASHER ATOP 4's OPENING ASTAI �@EA, H POS r T12 3 p bylrQ S P F 2 x 4 (904) 680-6279 UPPER-MOST TOP PL.ASSEMBLY. BASE TO HE.iDEER TI',-TO-3p y#2 SP 2x4 T w/(1)HYBF ID BA SE TO qEADE Fi C=:� !F]� POST w/�1)HYB UD \ i MS I BELIW. V_J R� (1)SP6 @ EA-42 SPF 2X6 MIN.3PLY#2 'HREA)ED R(D READ D ROD SHEET DIAMETER FULL-LENGTH THREADED ROD ANCHOR 2 STUD TO SILL PL SPF 2X6 STUDS w/6"EMBEDMENT AND 2"EDGE AT FOUNDATION CJ04 ASSEMBLY. SHO ........ AND 3"x3"xlOga.SLOTTED WASHER(+FENDER I................. 1IT12 11 < WASHER)ATOP UPPER-MOST TOP PL.ASSEMBLY. I (g)2x6�,CON ON�-1_/3 ......... ............____ ____ __. 11 T11 T1 TO"'DIAMETER HYBRID THREADED ROD ASSEMBLY. ........... 8 2 T1 413 DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE L (2)"'DIA.x6"L.SDS FROM 2 4 J 1 '0 BACK. to I REDUCING COUPLING-1 AT FOUNDATION,w/ 1- -8 N 1 (2)2x6-00NT.-1/3J oi DIAMETER FULL-HEIGHT THREADED ROD w/2"x2"x T1 3G ------ UNIT A -- ------------- 1AIT D _�::_�=x �ONT`r` WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. 3"DIAMhTE 9 )UNDATION AND COUPLINGS AS R THREADED ROD ASSEMBLY w/4 U—N I I C FACE VIEW COWENTIONALLY UNIT B Zm 1/2"DIA.A.T.R.WA SilUP ALL SECOND 3"X3"WSHR&NUT EMBEDMENT INTO FQ REQ-D. 2"x2"xi'"WASHF_'�AT @ EA,SIDE OF O�UPPER-MOST TOP-PC. FLOOR ROOF BEARING COLUMN,AS ASSEMBLY. I WALLS TO BEAMS / I 2nd FLOOR STRUCTURAL PLAN E SHOWN. REAR PORCH FRAMING DETAIL HEADERS BELOW PER 3/1611 it-Oft OFFICE COPY WINDOW HEADER DETAI DETAIL A/ST1. T_ r-- -------- 20�=-O- )T2 8110� 1 4-1 L 81fo ST2 D_ S1 T2 :T, 'T, i0oul L; F15(3) 0 U (3) ............................. .......... ........................ .......... ....................................... ............ ---------- ---------------------------------------- -—--------------------------------------_ - -- , � , I - I I I � I I I: , I I I I . , I I I I I I I I � I 11 I I , I I :�I��-:­- - -,-:-,, I I I � I � I I I I I I I I I I I I I I I I I I I I . � I I � I � I I � I I I I .I I . I I � I , I I I I I I I I � I I ,�, I I�� ,,,, I I � I I � I I I I � I I .1 I k1-1 � I I I � I I I ,;"j,- 11- .. � I I I I � I I - ­ " I � I I I I , 1. I I ­- I I ,,SHEATHING TLj�ES�S & AT,TACHMENT 'SCHEDULE 7/16- THICK (MIN.) (24/16 HEADER, ADJACENT TO I + t , I I I THIS DOCUMENT, ALONG WITH SPAN INDEX) ARA- OR ---- -- . ----.-.--.--. ­­ ASSOCIATED DOCUMENTS, IS AN I I TECO-RATED WALL SHEATHING I TOP > - PER CALL SPH4-6-8 CONNECTORS AT x x x x � I I oTHIN6 � I w NAILS 0 . M, OUT ON STRUCTURAL TOP >-TO-CORNER POST - 4 - - INSTRUMENT OF ENGINEER'S WIND i R1111F S E - *WALL- SHEATHINP (3) ROWS OF /(1) ROW OF 8d 1 " MI . PLAN, -- -t I I I � (supported 24"01U MAX.) (supported @ 16"OIC MAX.) 5"o/c AT TOP OF SHTN'G (IN TO ASSEMBLY AND OTOP \ I SPEED& : Ed RING SHANK NAILIN - . IN . I,--(1) ROW OF , r" 10d NAILS 0 8" TOP >) AND AT BOTTOM OF 1\ . >-TO-HEADER 0 MAX. 32"o/c. I I G MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING- . 10d NAILS -r_ . . O,C­ STAGGERED . I I �r MIN.THICKNESS- -07-PERIMETER/HO . I . AS SHOWN, EA SHTN'G (IN TO HDR.). NO I I .. . I � I (SPAN INDEX) I STAGGERED, 0 PLY. ADDITIO I r �Vu :, U `�. :�� I I EXPOSURE , . ,-(1) ROW OF 0 4" D.C. NAL >-TO-HEADER � ZONE ENDZONES APPLICATION OUT STUCCO WISTUCCO ZONE ZONE _ " 10d NAILS 0 CONNECTORS REO'D w/ TRk SS i 9 , GARAGE. DOCUMENT, AND/OR ASSOCIATED I -- 7/1 0' ,7/1 G` - � 6' O.C. 1 1/4" OFF I 5fS�q q I 11 I UPLIFTS (1,000#. FOR HIGH]zR ,7 :. I— I � I I I I DOCUMENTS, MAY NOT BE USED 7/16- STRUCTURAL 1 5/32' G7 1 2" G`1 1 2" 1 STAGGERED, < OF 2x6. I I UPLIFTS USE CONNECTIONS As / I + + .: ----, .13IX3" TOE- OR END-NAILS ''BRACE OVER MIN. (4) 1 (24/1 G) ca -----I ,-�0 KING-STUD TO HEADER. (1) DIAG. I I - FOR OTHER WORK(S) OR i-RATED OSB MAY (24/1-G) (3211G) � WITHIN 3/4 2 1 � I- SPECIFIED ON STRUCTURAL F-1 TRUSSES APPLIED TO BACK SIDE OF I BE USED I.L.O. � (supported @ 24"OIC MAX.) I . OF CENTERLINE . . I I PLAN, TRUSS TO >CLIPS TO ­ IF THE INDICATED EMBEDDED .. 2xIO HORS. USE (9) NAILS, 11 WEB. CONNECT TO EACH TRUSS WEB � I I .. 15/32" EXPOSURE 11 5<132 mph 7/1 G" ,,, OF 2x4 ll BE ATTACHED TO SHEATHED STRAP(S) ARE NOT PROPER . 2.12 & ENG. WOOD HDRS. DE I � PROJECT(S) WITHOUT THE G7 1 2" 0-10 -MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING' , W � LY .. -- W/(2) NAILS. INSTALL DIAG. BRACES I I I I HORIZONTA VERTAPP. . INT . . A CAST-IN-PLACE, THEY MAY BE .. -----_�, USE (12) NAILS. OF WEB ,-0 EACH END OF CONT, LATERAL-- I I EXPRESS WRITTEN PERMISSION OF I I . .�t .1. I I 1-RATED. EXP-B,C,&D (2411 G) END- ��;� , . I WARITilff-CORNER or-� : : � I I I � APPLICATION OUT STUCCO W/STUCCO ZONE ZONE I GARAGE. /4 REPLACED BY THE FOLLOWING- --(1) MSTA-SERIES STRAP 0 C I � I THE PROJECT ENGINEER IDE TIFIED 0 0 - (1) HTT22 ­ INTERVALS BETWEEN ENDS, I I � I BELOW. \\ I 1 5W" 1 5/32" 1 9/32" OF 0 131x3" TOE- OR END-NAIL EACH JACK-STUD TO _, :\ "'�// I I 1 \,4;�� BRA E LINES & 0 MAk 20' " 011 2" G11101 ii KING-STUD TO HEADER. HEADER. 2xI0 HORS. USE I I J- �L . . 1 (32/1 G) (32/1 G) (40/20) � I - . I . .- '' . � � REV DESCRIPTION I . ' . . - BLOCK ALL PANEL EDGE.S 8d RING SHANK PER R803.2,3,1 OF'10 FSC-R! MIN, 0.113" - 2xI2 & ENG. WOOD HORS. WOOD HDRS� USE 24- - - I I 1 ; � I � ­ MIN. WALL SHEATHING & OF WALL SHEATHING. NOMINAL SHANK d;.- RING dio. 0.012" OVER SHANK dio., 16-20 1 A2 Wr CR SVIP 2*4 I r12 Fr I A2 Iff �� USE (12) NAILS. ­ -- -- . 0WIDDED STRAPS MUST T -i 1 - 1 /2" 2. 2 1 5/8' 1 200 HORS. USE (9) NAILS. N--- ... - -� 18" STRAPS, 202 & ENG. RINGS PER INCH, 0,250'dia, FULL ROUND HEAD. MIN. 2" LENGTH. i I L 11 �� I NAILING MAY BE OVERRIDDEN I I I WOOD-Tie ANCHORING RODS - /16" THICK (MIN.) (24/16 SPA+I--_____ BE INSTALLED wl ADDITIONAL CONTINUOUS AY IF LATE ST BE MADE OF BY REQUIRED SHEARWALL -',I, -TYPICAL CONNECTIONS 0 STUD SE ASTEN WALL/ INDEX) ARA- OR TECO-RATED I MORE THAN ONE PIECE, DO 50 BY I NAILING (SEE F/STI). ROOF SHEATHING PER - I SEE P/STI FOR BOTTOM CHORD I COLUMNS, JACK-TO-KING STUD E STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. F S PER DETAIL B/STi, AT --> PC. OF #4 REBAR PER LOCATION DEFINE I I TABLE, W/ PLY CUPS Q I ASSEMBLIES. CORNER POST. ET�. ;SHEATHING-TO-POST W/MIN 8d's 0 12" O/C OR GYPSUM-TO-PO EACH END OF WALL WALL SHEATHING w/ 3"/12*o/c SIMPSON INSTRUCTIONS. ­ TRUSS ENGINEER, r OVERLAPPING AT LEAST 2 TRUSSES I 1 2 - I -- � I i MIN 5d's 0 4" O/C. IF MORE THAN 3 PLY'S ARE USED, CONN 8d NAILING, EXCEPT WHEN NOTED, I I I -SPECIFIED NAILING : I 1 (4) .1310" TOE-NAILS 0 EA. TRUSS/ I I � I I SEGMENT, WITHIN 2" OF ::1 CONNECT TO EACH I ­VIN, 19/32' 1 1Z . EVERY PLY IN ADDITION TO - --.'S. 0QTFR PIY TO SHEATHING AS SPFC.IFIFD JACK-/KING-STUD BLOCK ALL UNSUPPORTED PANEL I - USE -RJ VERSION OF TRUSS MEMBER W/(2) I - � I RAFTER -TO-Tbp PL. IN ADDITION TO TRUSSES OR I ' EDGES W/ 2x BLOCKING. ­ '2 1 1 3 - 1 (40/�O) OTH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE I ENGINEERED ASSEMBLY & CORNER POST I - -. STHDI4 AT CURB WALL NAILS . I ROOFING, UNLESS CONVENTIONAL (SOLID-SAWN) : (DTL 2/ST2) I OR ON PLAN. TYPICAL, ALL TRUSS & SSOCIATED I I I � --I I 1-1" ASSE (1) STHD14/-RJ CONNECT R --- I ,�� 1�//� i NOTED OTHERWISE FRAMING. SEE PLAN, LAYOUT OR ;� MAY BE INSTALLED TO ; LOCATIONS. EITHER �I - RAFTER BEARING POINTS. DELEGATED I EITHER SID OF CORNER JACK-/KING-STUD ASSEMBLY- :7MAY BE USED AT 1 4 - , I ��- -TO-PL, M ENGINEER�NG FOR TYPE, SIZE & I MULTIPLE PLY POST CONNECTIONS POST ASSEMBLY, ..... . I � . ��OUN 11,11 I H NON-CURB WALL(DTL I I . TRUSS T R ORIENTAT ON OF MEMBERS. ­ . - - ASSEMBLY-TO- I/ST2) LOCATIONS. I I � - EXCf-PT AS NOTED ON STRUCTURA,L PL.AN(, I . � G I-NOT TO SCALE I FOUNDATION. (MAY BE USED I I I I The s), " I , I �OOF TRUSSES T (2) 2x( ) #2 R PLIES -�� ­ I.L. WOOD-Tie RODS) i ,/ - I � H I I "ALL" F -- 0,H AVE: H J-- H TOGETHER wl (2) ROWS .13lx3" NAILS Oil i LENGTH OF CS16 STRAPPING w/MIN. (10) 10d DOOR(S) SHALL BE I . I flsAl I/ , :-­� ATTACHED TO -7 1 1 (1) H2.5A I OR I (1) SDWC SCREW ' 12"o/c, STAGGERED, wl MIN. 24" LA rl � �­ INTO EACH PLY OF SILL & HEAD(ER EXTEND + J """,,, I CASTILLO MIN. (12) .13lx3" NAILS IN EA. LAP. 1,1 11 -�---- HORIZONTALLY ACROSS STUD ASSEUIBILY& PPROPRIATE FRAMING' -J I I TIPL I . H4-6-8 0 MAX 32"o/c 0 PL.-TO-STubs I I MEMBERS IN i I � -� I ';�� SP I I ­ BLOCKING, CONTINUOUS TO CORNER, FILLING ALL ­ MAY USE PA51 a, -68 STRAPS LLO, STHD's FOR TRUSSES 0 24- O/C MAX I I � .11, !­- , ­ I - NOT REO'D WHEN USING WOOD*T-ie - . . I I : " - HOLES W/ 10d. (TYR - 4 STRAPS 0 HEAD(ER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE WOOD*Tie ANCHORING RODS APPLICABLE AT STEM-WALL APPLICATIONS. ATTACH TO I I I Grou " I I OEN AILS�O TOP PLATE NOT REQUIRED ANCHORING RODS PER DETAIL.B/ST1 1� -1. -­.-.- I-4 STRAPS 0 SILL) OF ADJACENT FRAMING (STUDS). MANUFACTURER'S 'U�TIA6dLor�&�Ocl ** I I � P �m I I TYPIC L EX TERI R WALL 1'(2) ROWS 11 RUR�9�F - "I'll", "I'll , ­� FRAMNA/ x , I 2x( ) #2 SYR SHOE PL. W I - I I STRUCTIO S & TRADITIO ECTORS 5;Z . I ',: 1. lr�7 OF .13lx3" @12"o/c, STAGGERED. T1W 2� 1 D)RECTIO S. I I . . ;,!�-",:1 I MIN. 23 23/32- ARA- OR TECO-RATED 11 11 5 -- HEADER PER STRUCTURAL PLAN SEE DETAIL C/STI FOR (VERTICAL) H TYPICAL GARAGE DOOR OPENIN FRAMING DETAIL - U.N.0 - � I I I Engineers , I;�1?11 .,:-�, U WALL SPECIFICATION T&G DECKING (24"o/c STURD-1-FLOOR) / �q I � .- 11 It HEADER-TO-STUD STRAPPING �,�Tl NOT TO SCALE I ALL I � I SEE ETRTUECRT1U0RRALSSTHIiDT FOR EXTERIOR WALL FRSMING� I 6"/6"o/c 10d NAILING & APPROVED - I - -- '-T- SPECIFICATIONS. 2nd FLOOR W I - ------.- I 11 T-- ESIVE. � VA-V-PRP--p . . I�:, I I -:I "I - .1 � � - ,,� I I I I =-==z�A MATCH SIZE, GRADE & 1:==--==--A I 0% - ------------------------------­ ­­­-­---- ­-­-­­ WALL SHEATHING - 1. I I I I 655o Roosevelt Blvd. -- ---------+QUANTITY OF ALL 2nd + ,,� -- �1-1---- I I � 2 � AT EXTERIOR DECKS, LEDGE Z 1-3/4" Width Pieces- - SEE TYPICAL WALL FASTEN FLOOR I I Jacksonville,FL 32244 TYPIcAL INTERIOR BEARING WALL ", 11 FLR STUD COLUM14S-w/ //1" I I- SHALL MATCH JOIST DEPTH (MIN. * Minimum of(2) rows of 12d (3-i/4') nails 0 12' a/c. SECTION (A/STI) FOR DECKING (PER A/STI) I I . (904)772-6ioo . I � , + I ADDITIONAL SPECS I I 11 / � / ,- - - SWB - CEE= X1- /-TO LATERAL BRACE W/ BLOCKING IN FLR-SYS // I ,,� 2x8) AND BE ATTACHED TO EACH - Minimum of(3) rows of 12d (3-1/4") nails 0 12" a/c for 14' & -�i FL CoA NO.29015 III! I I / 1 I NAIL THROUGH A.P.A. RATED SHLAIHINU Z-1, I I INT. LOAD-BEARING STUD W�Ll­ IPE7 11 " // 16"o/c (MAX) VERT. FRAMING wl deeper. EXCEPT AS NOTED ON STRUCTURAL PLAN(S) I (� r, AND wl Ist FLR-LEVEL I , /+ 11 Z INTO FRAMING W/ 8d AT 3- O.C. AT ALL T-BRACE FASTENE) !O 2x PLANK ORIENTED (4) 10d COMMON NAILS I I EFFECTIVE ALLOWAB E STUD ?T�.,� - +STUD COLUMN U.N.O.. - 1 --,'L/-- � � I I Y�"di.. SDS-SCREWS - 3" LONG IF ! I - Nailed connections require on additional row of nails when nail size I -- TUN�-Tr'16P 1 - =��==I .,,, .11. - I � I==�=4 1 1 1 � EDGES AND INTO EACH PLY OF EACH DIRECTLY ATTACHED TO FRAMING, V) �E -I is smaller than specified above (min. 0,128"X3'). WEB W/ .13lx3' a 6' J 1� LATERAL BRACES 0 24" � 2x4 DIAGONAL � I I I To,2-1 I/O I 3�1 Lo 55 INTERMEDIATE FLOOR SYSTEM - I I 111 I.' I DOUBLE INTERIOR PLATE, 12" D.C. -1/2- LONG IF ATTACHED W - Nail from BOTH SIDES of 3-ply members O/C. T-BRACE To BE O/C TOP AND BOTTOM. L 1 2X4 12 ELSEWHERE. 3 ir FASTEN TO FLOOR TRUSS BRACE 0 24* . 10 18-7-1 S I APPLICABLE TO MULTI-STORY BUIL MI THROUGH SHTN'G. < 3-1/2- Width Pieces AND !-Plp 1-3/4* Width Pieces: 12',"f SAME SPECIES AND 1 5zq O/C, DIAGONAL I TO 21'-7"] 2x6 f�2 5 ONLY. SEE PLAN, LAYOUT, OR I I -W -- h WS, ->-� > . of 2) ,o4f ed GRADE AS WEB TO BE 11 W/(3) 10d COMMON 29 1 1 1 11 11 ASSOCATED DELEGATED ENGINERING FOR 11 11 11 FOR OTHER UPLIFT HARDWARE AND QUANTITY OF SCRE N - Minimur 2" bolts 0 24" a/c St BRACED. SIZE OF EMBER I TOE-NAILS. BRACES TO - BRACE TO . A I :., � I,- I I ATTACH 2nd FLR STUDS TO ist FLR TYPE,ISIZE & ORIENTATION-OF MEMBERS, � CONNECTIONS, SEE TYPICAL WALL 2x8 LDGR- (6) SCREWS -,, --,, \-2x STUDS AS SPECIFIED BY RUSS EXTEND INTO FLOOR LATERAL BRACE I I STUDS (OR BEAMS) W/ CS16 STRAPS JV BRACING, BLOCKING & INSTALLATION jl�-, I I'll � SECTION AND TYPICAL HEADER 2xlO LDGR: (7) SCREWS ----------�:1 PER TABLE, 12" 1 DESIGN E INEER IN. SYSTEM (1) BAY, --< - W/(3) 10d I . DETAILS, i, ,,- , ,�- 3�1 FRAMING DETAIL. I 2X12 LDGR-, (8) SCREWS , 1, I X4). I 11 LATERAL BRACE LOCATION - COMMON NAILS I I 1 (28" + DEPTH OF FLR SYS. IN LENGTH) . SEE SCHEDULE FOR�- . (2)2x( ) HEAD AT DOUBLE INTERIOR #2 SYP LEDGER FASTNED TO 1,-� 11 NOTE: I �1� 11 . ON BOTTOM CHORD TO :k AT EACH END I � I � @ MAX. 32"o/c, w/ (11) 10d/END, AND SILL SILLS/PLATES/8LOCKING, NAIL FIRST a/ TRUSS-TO-LEDGER I I MATCH BRACE LOCATION I � TYPICAL, INT. MINIMUM WALL STUD (MAX) STUDS w/.131x2i" GUN NAILS 0 E C�ONENCE"C T 0 R ,,-r I I . ON TOP CHORD. I I CENTERED ON FLR SYS., `,4HEN I " . I - //-(TYR) PLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STUD BEYOND LAST TRUSS.. F,ED __ � 11__- . I I I 11 I 1, I I � � & EXT. WALLS. NOT REQUIRED SIZE, GRADE, SPECIES & J I I I USING WOOD*Tie ANCHORING RODS PER I I I . � -I-..-1---.----- -;­ - ­.. =- ENGINEER. I I I INTERMEDIATE FLOOR a I ,-, 2'��­ - I , �Z c 99W99tft=± - DETAIL B/ST1 . TYPICAL,-U.N.O.. I i-,�­I ,\, , SIDE PANEL HEIGHT TO , I I SYSTEM I SPACING - � - I/ *1 01 12d COMMONS AT 8" O.C, BY TRUSS Al. I PT 2x( P \\ . I WIDTH REQUIREMENTS _J 2�Aj f'-' ,�, :5�� 1 1 FASTEN EXT. WALL SHEATHING ) #2 SYP SHOE L- I I I- I TRUSS LED ER & CDNNETION SCHEDI EER !EQ�a�) 1-1 I I I � TO TOP PL., SHOE PL. & RIM or I SPH4-6-8 @ MAX 32"o/c*'@ I .11 I "" I� h (ft) MIN. w 'RV1 0-776......�...2x6 w/�5) NAILS 0 EACH STUD. I � I CEILING LINE I I I PL-TO-STUDS -1; �... 1A 7' 2'-l" >� I I RIBBON W/ PRESCRIBED "EDGE NAILING" - NOT REQUIRED 1,I ' 1Rv# 777-1241.....2x8 w/(8) NAILS 0 EACH STUD, -- NNECTION F .< /-TRUSS WEB REQUII ZING BRAON . I I I I - M 6' T�g (9 1Rvfi 1242-i JL,Z&tL1LLV.L.U&S 2 EACH STUD- �, :2 WHEN USING WOOD*Tie ANCHORING '9-7 r.172 . I I SIZE/SPACING. RODS PER DETAIL B/STt \ I IN , LEDGER )ETAIL 21 ST1 SCL BEAMS U,N.0, I I I /�Lr . I ­ I ::: _-: - I � , -1 I I 'WITH 4" BRICK VENEER EXTERI I I : I I ..I = = NOT TO SCA.E NOT TO SCALE I L �-// 11 � / I I - I I FINISH, ADD CORRUGATED GALV. ,-: � I �� � : ------------ - TRUSS ON PARALLEL END WALL(NOTE- I I � I I � , 11�: - 'I ----.----- -11 I i . BRICK TIES @ 24"o/c HORZ. & I I b I 1 I 1-� , 11 6­�9T=2ZyL­-­ L- RIBBON ON FLOOR TRUSSES NOT SHOWN . I � 16"O/c VERT. BRICK TIES MUST 1/2"clio X 7" EMBEDMENT 1k 1114-I ­­­ --I-(1) HTT5 TO ATR (TYP). HEIGHT-LIMITED �ROOF/FLOOR I FOR CLARITY.) I I I I I I � BE FASTENED THRU SHTN'G TO CAST-IN-PLACE "J" BOLTS OR I - 11 APPLICATIONS MAY USE, LL,O. EACH I TRUSSES (2) #2 SPIF 2x4 0 EA. CORNER I I I , 111% � WALL STUDS. 1/2"clio X 6" EMBEDMENT I I I I I (1) PHID6 OR (2) PHD2's. IF ROOF/FLOOR SHEATHI . .0. 4x4 POST. (3) #2 SPF 2x4'S SINGLE TRUSS I I I I 1 . I ;- - HTT5, --4= - � 11 4% I EPDXIED ALL-THREAD RODS w/ I �I FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATR x x I 0 CORNERS DIRECTLY BENEATH I BRACING NOTESz I I � I I WALL SHEATHING PER TABLE I I I 2%2"xl/8"� WASHERS @ 24"o C. - � SPECS, IF OVER let FLOOR BEAM, 2X4 #2 SPF LEDGER 13EAM WHEN 6x6 IS REQ'D. 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. I I I I . n I 11 : � I I STRAP TO BEAM w/(3) CS116's (3ply HTT16 & 5/8"Ox5-1/2" EMBED 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR � I I I I 4% 1� SEE SILL Pt. SHEAR CONNECTOR � END POSTS REQUIRED), wl(4) .131 X 3" TO EPDXIED ALL THREAD 0 EACH APPROPRIATE BRACING DETAILS. THE Ist USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE - FLORIDA DESIGN I I � I I � �r- � 1 MONOLITHIC-STYLE FOUNDATION SCHEDULE ON S-SHEET(S) I EACH INTERSECTING (3) .13lx3" QR ALTERNATIVE AS SHOWN ON I � I SHOWN. SEE SHEET ST,2 FO WHEN USING WOOD*Tie RODS. I SWB - SPECIAL SHEARWALL DETAIL NAILS 0 EACH = . STRUCTURAL PLAN. CENTER TO CLAIM A $100 GIFT CERTIFICATE. I I I I , , � , -� I USE WHEN BOTTOM --\ 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS I APPROVED FOUNDATION�� ; .��)� - I - �.1 11 NOT TO SCALE CHORDS ON TRUSS OR . DETAILS PRODUCED BY THE TRUSS ENGINEER. I TYP,ES/S ES. I I �,�I'- " : 1� (9 EIGHTS \ LEDGER TO I �/ , - FE I d 1, l� 11 i- DIFFERENT H -1 BLOCKING. III F,,\ . BEAM-STRAP PER N/$ft U6N 4. ALL FASTENERS SHOWN ARE .131x3" NAILS. I I I I I I I ON OPPOSITE SIDES I / I 5. SINGLf TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I I ' '� 1:1 F WALL. I C;d -1- I 0 -\-7P6- A,P.A. OR TECO RATED 1 6. REFE� TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. � I I - A i�PICAL ONE- & TWO-STORY. WALL DETAIL ----­-­ - 11 fl 6"/12'o/c 8d � I I -,-1 I.- I �, /, SHEATHING A I -1 1� �- ST1 �NOT TO SCALE , ,� � i I ­ � - (4) .13lx3" TOENAILS � I I - NAILING - 4 SIDES' ) //' @) PERMANENT ROOF & FLOOR LATERAL BRACING I I , ! ; I 2x4 #2 SPF BLOCKING 0 I- / I .I - 't. ...........­..........­............. .................- ­.­­........................................... �� ..........-...----- 1 24- O/C. REDUCE 0 EACH BLOCKI�G / I I � NOT TO SCALE I � 4% - - - I----------------------------------- i 1 I 1 5" < FROM EDGE OF SPACING TO 16" a/c FOR_ TO TOP PL, IF I I PT, BEAM ABOVE I ^ / �LX4,k--'SHEATHING/POST EXTERIOR WALL. I ------------.---- - I I I . R � , ,,,I��:-6- I . SW2 AND 12" a/c FOR 1\1 -.-.----.- - I� oi I I . - C';R N STEEL NUT FOR 0 AT -. ��­ I ROOF SYSTEM - ,,..-I I � � U --- LOW- 10 I - -­­-------�­­­ SWI. I I 1 y2" ,�-­1. M ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYR OtTIOOKFRS - I ABOVE ROUND "FENDER" ER . �� -- I ­­­.-... --fl - � . . , I CONNECTED TO WALL I Tr - PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS--< 16". 0 24"o/c W/ I I 0. 3"x3"x9/64" SLOTTED STEEL,WASHER. . . --1 11ri; -- ----- ---- �I PER STRUCTURAL 7 EXTERIOR WALL TRUSS IS LESS THAN THE MINIMUM ON-CENTER I (1) H5 GEACH OUTLOOKER TO TOP � I 4% I � ROD TO BE POSITIONED SO THAT SQU . .'. ,", -- -- ---- 1� DETAILS. I M , SW (TYPE) SPACING INDICATED FOR THE "X"-BRACING. A I WASHER CAN BE TOTALLY SUPPO BY ­ � 11 11 CHORD OF GABLE TRUSS OR END I I­. I Mft 7/iE- THICK (24/16 SPAN INDEX) APA- OR BUILT-UP OR BOXED COLUMN MAY EE SINGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP >. I TOP PL.. "" %­-- 11 -­­-­ - - DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 66, AND THE OTHER (OFF-PEAK) -X"-BRACES MAY - OVERHANGS 16'L->24", 0 16"o/c 1 1 414 � I I I - I I - 1�I -;,�-ITOROUE NUT ABOVE WASHER TO 30-35 1 1 ,� --'­ BLOCK ALL UNSUPPORTED PANEL EDGES W/MIN. (2) H5 CEACH OUTLOOKER TO TOP I I � 1, ,- � FOOT-POUNDS AT TIME OF INSTALLA - - 2x4 BLOCKING. TRUSS BLOCKING DETAIL NOT TO SCALE FASTEN ALL ROOF CHORD OF GABLE TRUSS OR END -\FATEN ALL ROOF I I I I i TECO-RATED WALL SHEATHING ATTACHED TO I EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. �E OMITTED AT THE CONTRACTOR'S DISCRETION, . FRAMING MEMBERS &BLOCKING PER TABLE BELOW, BOXED COLUMN DETAIL / I . - 11 SHEATHJIG SH I EATHING � # - . � I(AFTER EPDXY CURES), ­ 2ply MIN. STUD END POST (PER G 2x4 BLOCKING AT ALL ROOF- Le WIT IN 4'-O" OF rARI F . '' -WALL TOP >. L, .T W A'-n" QP rAni r ViAl I �l V) , � -I------ 01 - -7-----;�, � STRUCTURAL PLAN) 0 EACH END OF-- Roff-176-st7u SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS W1 8d ALL SUPPORTS W� Bd I I V.- , P/1 -i'- . I (9 4'-O" OF GABLE WALL. NAILS 0 4"o/c I --i I ,,��f - I c I �y -- I SHEAR-WALL U.N.O., SEE DETAIL D-ST I I I \�. 'I 2x #2 SYR SLKN'G STWNI F � NAILS 0 4"o/ I , , I �Ly.;ST - ............ .--------.. - I �/ � _��OR ATTACHMENT OF*T P ._1_ --.--..---.-...............................----.- I .----­..-­..-­..--- -..-- � OLITLOOKERS W/.1310" - ---- --- I F1, ATR MAXIMUM OUT-OF-PLUMB I - I - I P/ TOLE � 4- -r- � t; TOE-NAILS 0 6"o/c TO I I I I RANCE: Y4" PER FOOT OR 2" PER -1/2" WOOD-Tie (3) ,13lx3" TOE-NAILS TOP CHORD or TOP > � � ­--­-­------ < - I � WOOD-Ti.ROD 1*FLOOR LEVEL - WHICHEVER IS LESS. - I - - -... 5-1/2- MAX/// ROD U.N.0, I k; HEADER PER STRUCTURAL 0 OUTLOOKER / DROPPED (-3-h-) TOP CHORD 2x4 BLOCKING AT ALL ROOF -- -..-.-.-- -.-----------.. ­­----­.. -.--.-.-- I I � -- I - BLOCKING-TO-THU55 I I PROVIDE FUL1­, t I I KING-STUD ASSEMBLY #2 SYR DBL : PLAN ORTRUSS LAYOUT / SHEATHING PANEL EDGES "THO CONVENTIONAL OVERIERAMING CONSTRUCTION NOTES SHEATHING COVERAUt.J , OR CHO . �� ",� :I WOOD TIE RCD PER I�'--� AT OPENINGS MAY tiME TOP > ), - � ---- , -- ­­­ / 2x "L" OR "T" BRACING ON VERTICAL 4'-O" OF GABLE JALL. � I I �-- ON MIN. ONE PLATE I I I ,-� 1, WEBS AS SPEC'D BY TRUSS ENGINEER. I I I C I I/STI----, AS END POSTS AT ------------------------L . . 1 #2 SYP VER 2x , I NAILING INTO TOP PLAT � I I I �---�­V- 11 11 I , SHEAR-WALL ENDS - Ll 0 BTM TO TO I/'-MIN. 2x4 #2 SPF 0 MAX. 24"O/c W/ (3) .13lx3" TOE-NAI RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS 0 24" O/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .1310' TOENAILS. I ) I LS,071 U) I 11 i . '(3) .1310" NAILS .131.3' NAILS 0 6*o/c FROM BRACING VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .131x2i" NAILS. I W : �1�­- -1 I ,---A . -- 1� n , Ld I 1 4 -- I INSTALL DBL 2x 11 11 I : ­­ ­.- I I I : --,-(2)MSTA24 W/(9)10d / -NAILS PER END. TO WEB. ASSENT OF SPEC(S) ON ,ASSEMBLY RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES 0 4' O/C (MAX HEIGHT = 6'-Y*). 1 . '-BLOCKING IN � EACH END OF EACH 2x #2 SYP DOUBLE TOP I � I I - I I --HOLD-DOWN AT EACH E-111� 5- 2" IAX ---- --- � TRUSS ENG.. REFER TO "EXT. WALL /� I I � - I � OF SHEAR-WALL, PER I --� FIRST TWO STUD BEAM TO POST. - SLOPE TO MATCH ROOF PITCH. , RIDGE CRIPPLES - 2x4 #2 SPF @ 2' O/C (MAX HEIGHT = 6*-3"*). 1 --" INTERMEDIATE FLOOR I � ASSOCIATED TABLE. PACE . MATC 11 11 I I F IX4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131xY NAILS @ 4" O/C (MAX HEIGHT = 9'-10"). I I FASTENERS, PER DETAIL '--�,% ADJAC NT 2 STUDS CONTINUOUS FROM FLOOR I I I SYSTEM-APPLICABLE A/STI TABLE. TYR. Y *� i ERMEDIATE SHEAR - I S H - - EACH WAY AS SHOWN BELOW. EXTEND "X" DRAWING, USING WEB LENGTH/HEIGHT x I I I INT 2x4 #2 P "X" BRACING. LOCA 0 PEAK & SPACE STUD SCHED." ON STRUCTURAL � LOW-CARBON STEEL- !I - 1 4-� . �1 C'--z % EQ .� 001-1 I COUPLER w/ MIN %" ' TO MULTI-STORY I I ......'... - PER BRACES INWARD MIN. 8' FROM CABLE WALL I.L.0, >HEIGHT, DOUBLE AND/OR S STEM TO UNDERSIDE OF DBL TOP > *F 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .13lx3" NAILS 0 4" C/C (MAX HEIGHT = 11'-2"). 1 1 1 �I THREAD ENGAGEkNT 11�;J -----i BUILDINGS ONLY� -&-L I . . I-ROM EACH WOOD*T',e - i I SPECIE 3 FROM 1� I NAILS FM EA SIDE OF .X. I . I , LY 0 c . I\ TO -NAILS TO EACH TRUSS TOP ,CHORD. I � I I ROD, (OPTIONAL, Ir - I I STUD SCHEDULE. PT #2 SYR 4x4 POST VLU .X.MUKAI�PER GABLE END. WEBS EXCEED SPACING SHOWN ON ,, ATTACH CRIPPLES TO RAFTER OR RIDGE w/ (3) .131x3 11 I I �I � 11 -1- "I", - _COLUMINS TALLER THAN IV OR AX X BRACE S ING: bRbP�VbLTOP CHORD GABLE ROO 11 11 I NAILS AND TO TRUSS TOP CHORD OR BLOCKING wl (3 .131x3" TOENAILS. I I � LOCATE AS REQ'D) 11 4EDIATE SHE FASTENERS. PER SILL > � 1/2" dia. THOSE SUPPORTING ENGINEERED I,4A2 PITCH - 8" .a/c TRUSS E,NGINEERED ROO TRUSSES QR RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). = 0 1 � � . . k SHEAR CONNETOR SCHEDULI -SHEET(S). (2) MSTA30 W/(24) 10d I- WOOD PRODUCT: USE PT#2 CONVENTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO COMMON TRUSS@ ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END W1 (3) .1310" TOENAILS. � ��� . - -- WOOD 11, -1 NAILS NAILED TO PLATES SYR 6x6 POST. (U.N.O. ON 142 ''42 PITCH - 6'-O"o/c 7/i6- THICK (MIN.) APA- I 11 I I I �11� 1�I A307 THREADED STEEL RODS u.N.o. AND BLOCKING ON INSIDE I BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. I - (-ATR-) LOCATED AT STRUCTURAL PLAN) TECO-RATED WALL SHEATHING. '��`�` 0 , I ­ I I I WOOD-rie RODS - Y2"dia. t- / \-� >L,/--,l I I I TRDTN'L IMITL CONNECTORS CE OF LL, I r Z I MATCH NAIL SIZE/SPACING 4--------- ----- ----------- SEE TRUSS DETAIL "VALCONVF1103" (IN TRUSS INSTALLA11ON PACKAGE) FOR VISUAL PRESENTATION, I � I CORNERS, EACH SIDE OF EXTRA ROD REQ. FOR SHEAR-WALL HOLD DOWN IN � 4�� . DESIGNATED FOR WALL BELOW * At----------1 I � I "INDEX" SHEATHING 1/4" FROM I OPENINGS LARGER THAN 6'. - ADDITION TO ANY RODS USED FOR UPLIFT. - Z 2x4 #2 SYP LATERAL BRACING -/ GABLE. BLOCK ALL PANEL EDGES, - I------ -- EDIATE AND 6'o/c (EXT. WALLS) or I I I i� BALLOON FRAMED 4'o/c (INT. WALLS) w/(3) .13lx3" NAILS INTO EACH -11 - MATCH EDGE NAILING BOTTOM OF SHOE PLATE FOR SILL PLATE I I � . POST TO SLAB CONNECTION WITH / MATCH EDGE NAILING 2x #2 SYP CONTINUOUS .....................................----------- 2x4 #2 SYR "CATS"D < X MOISTURE PROTECTION AND'TO I SHEAR I THEREAFTER. SEE DETAIL 7=7,EAM ASU44 OR ABU66 W/(12) 16d TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO ** BALLOON FRAMING MAY BE USED WITH PATTERN FOR --- PATTERN FOR CREATE OVERLAP ONTO DOUBLE F/ST1 FOR USE AT ENDS OF 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR-WALL SEGMENT ME ME* DE ABOVE =::& ATR OR (1) HTT16 & ATR, SPACING &LOCATION OF BOTTOM CHORD OF GABLE TRUSS w/ EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW(BEL FROM TOP >OF SPECIFIED SW (BEL -1 12"o/c ATTACHED TO PLATE 0 TOP OF WALL. SEE TABLE FOR SHEAR WALL SEGMENTS. - NAIL SPACING ADJACENT'X" BRACING. FRAMING. IN EITHER APPLICATION. WALL AT SHEATHIN TOP AT SHEATHIN TOP TOP >'S W/(4) 12d OUTSIDE FACE OF SHEATHING'TO SHEAR-WALL Ist-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS PiaukAm- (2) H2.5's, 1-15's OR EQ. FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED � SHEAR-WALL TO ADJACENT, CHORD OF INDICATED I /-COMMON NAILS & ry L,J BE "FLUSH' W/ SLAB EDGE. FASTENERS AND � DESIGNATION =: � PARALLEL TRUSS. ADD .131 TRUSS CONNECTION. / ATTACH TOEACH 2 1 = � I 2x STUDS CONTINUOUS FROM OF GABLE FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. x 3" NAILS FROM TRUSS BC I ; ADJACENT TRU S W/ I I - SPACING. I PANEL PANEL TRADITIONAL WOOD-Tie TRADITIONAL WOOD-Re FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP > ASSEMBLY w/ I 1ADJACENT, AND CONNECTED TO, TO THE TO 2x AND FROM 2x TO , S I EDGES FIELD HARDWARE RODS HARDWARE RODS f,�, i� I, . , , " , . I I I Ilk I OF GABLE TRUSS. SEE UNDERSIDE OF THE OUTILOOKERS ABOVE. lE A TOP > - MATCH EDGE � U " ' \1 11-- � . I _ 1� �� 6, . .. . - -411 --- 3 Od COMMON I I'll, . N . �. > . I . . .1131x3' TOENAILS 0 6"o/c & EITHER GABLE TRUSS IS USED. IT MAY BE APPLIED TO I I To' LS. I V�. I - �x . I I STRUCTURAL PLAN. MSTA12 STRAPS 0 48"O/c OR LTP4 NAILING PATTERN FOR � %. - 7\� , " ,� - I / . "'- TOGETHER PER DETAIL � � , \\ T E INSIDE OF THE WALL STUDS AND THE B.C. �- _ - - SIN WALL SEGMENTS >-15' LONG: WALL SEGMENTS > (2) CSIt's ACROSS WALL SEGMENTS > FASTEN STUD PLY'S I ,,; . / E NAI I � �! a/c 12*o/c NONE REO'D. WALL 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE D-ST1. 1�1/`\Z/�1\Z/1 PLATES 0 32"o/c, SPECIFIED SHEAR-WALL. 2x I k, I - I- ENCLOSED HEADER OR STUD ,�', � .I ,Ile, TACHED TO EACH STUD WITH (3) .131 X 3- -x . _ - 6' / 4 I! _ SIMPSON -AT" (ACRYLIC TIE ­ , , .. _ '\ ,\ <\, _ SE MENTS <15' LONG: (1) REQ'D, WALL REO'D. WALL - '�11\�­­,\,\ PLATFORM FRAMED AND THE T.C. TO THE TOP PLATES w/.131 X LENGHT OF SHEAR-WALL. -, _'N ) ,� I . Z 10 .. \\1 N ENG. TRUSS MUST MATCH OR EXCEED ENG, TRu S G. TRUSS I __J cl:� C , 1�//1�/ . , /I/ �,/ 2-PART EPDXY, INSTALLED , ,�W � FOUNDATION - HTT16 OR (1) PHD2 SEGMENTS < 15' COLUMN BELOW W1 SEGMENTS < 15' / -d . ----__ M -- � MONOU THIC-STYLE PARTIALLY LONG: (1) Y2-dia Ist FLOOR I �\­ 11 I I - I PER MANUFACTURER'S O.0 �. 5'o/c 8"o/c LONG: (1) Y2"clio I ­ BOTTOM CHORD OF GABLE TRUSS MAY BE 7 3" 0 4"o/c IN (2) STAGGERED ROWS, -- SHEAR-WALL - CONSTRUCT S EAR-WALL CONSTRUC _ INSTRUCTIONS. ,(�, ----) < LJ - 3Z FOUNDATION SHOWN ENCLOSED HOLD-DOWN AT BASE WOOD*Tie R D J I FLAT, SLOPED, OR COMBINATION THEREOF, IN \� IF Ist OUTLOOKER IS . PER SPECIFICATION. EITHaj_-`� PER SPECIF11 TION. Ei=�� I I I < 0- I I M - FOOTING (SEE � I . DO 11Z I FOR CLARITY, SEE ­�.. I &LL INSTANCES: VERTICAL WALL FRAMING MUST -32' FROM FASCIA I OR BOTH SIDE(S) MAY BE OR BOTH SID �S) MAY BE I I " I< SHEET ST2 FOR SW2 (1) HTT4 OR (1) PHD2 (1)Y2"dio (2) CS16*1 ACROSS (1) )�"clia -11 I I H i ------ ---- -- ---- FOUNDATION PLAN BE CONTINUOUS FROM FLOOR BELOW TO TOP EDGE OF 2x NEED NOT � M - :2 -1\11 1-� I I La 0 BOARD, DOUBLE Ist SHEATHED, SHEATHED. i *1 . .r- APPROVED FOUNDATION 12"o/c FLOOR SYSTEM TO WOOD-Tie ROD SIZE) PLATES IMMEDIATELY ADJACENT. AND I BE FLUSH NTH EDGE LE . x<6 On �, ­ HEADER OR STUD ,-� ------ OUTLOOKER ONLY, I I I .I- M ,7, � -- TYPES/STYLES. ENCLOSED 4"o/c COL BELOW w/ Ist -"---I ----------------..+ � CONNECTED TO, BOTTOM CHORD ABOVE. -- I � OF TOP >, F I I u E < , ::) I 11 � - . I THIS DETAIL PRO.VIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A I :2 , -ARTIALLY 4"o/c 8"o/c FLOOR HOLD-DOWN PORCH POST & BEAM . . 7 . . .0 I --NCLOSED I AT BASE I SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA - D M 0 , I - 4 N I I (1) HTT5 OR (1) PHD6 (I) %"dia WOOD-Tie (3) CS16',*ACROSS (1) %"dia WOOD-Tie -M'*WHAINIGE IN PLATE HEIGHT FRAMING DETAIL U.N0, i� AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE � I I I I I � MIN. 2�I EDGE--� I . 4 6. SEE SILL�P I L-SHEAR CONNECTOR SCHEDULE ON SWI ENCLOSED 3-o/, 12-o/c ROD (MATCH HTT22 FLOOR SYSTEM TO ROD NOT TO SCALE @ NOTTO SCALE I TYPICAL GABLE-END FRAMING DETAIL - U, SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL [-- - ,qt 0 DISTANCE I @) N.0, I L " S-SHEET(S) FOR SILL PL.-TO-FOUNDATION I EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 SHEATHING. THIS DVESTEADIL, IS NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAI . . . �� ACHORAGE WHEN USING WOOD-Tie RODS, w/ 3"x3'xy4" COL BELOW w/ Ist EMBED./EDGE DIST.) ----.--- ­......­ If ----------J ROOF FIR MIN 15 I ROOF FRAMING IS USED. I LIJ � --- - NOT TO SCALE 0 IT- cn I I I I I I � -ARTIALLY ROUND-H LE WASHER FLOOR HOLD-DOWN W/ 3"x3"xY4" G I � - FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING I I : I� 11 I I I 1, I 11 � ENCLOSED 3"o/c 8"o/c AT BASE ROUND-HOLE GYPSUM CLN'G DETAILS FOR MAXIMUM a/c - - -- -- ----- -- OPTI,ON #1 OPTION #2 1 0 : ' . I --- ­- .--- I INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE D � ��OOD*Tie DETAILS & SPECIFICATIONS � I I . I � WASHER DIAPHRAGM, REFER TO REPORT[CC ESR SPACING OF BRACING. EXTEND HEADER TO KING STUDS � � "t ­ I I* = MIN. (15) 8d NAILS EACH END OF EACH STRAP, 1338 & ESR 1046 "GYPSUM BOARD - I. I � ----------------------------- --- NOT TO SCALE , 11 I ,.",:, I INTERIOR & EXTERIOR APPLICATIONS,". SEE H-I.B. '91 and BCS1 1-03 EXTEND ONE STUD TO TOP OF I � I Q:� ,V-- 0 1 -J @ I -1 I I-- NOTES: I) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16* THICK ARA OR TECO-RATED WALL ALL UNDER-EAVES (SOFF1 F) TO FOR ADDITIONAL ENGINEERED HEADER, INSTALL REMAINING STUDS I I I MATCH EDGE NAILING � ' I I .- , ------------- ------------------------------------ VINYL SOFFIT I . --.�--.-�--.-. ��- ............-�----�- I - U ...----- 1111 � BE EITHER WOOD TRUSS HANDLING, AS JACK STUDS AND STRAP EACH �� PATTERN FOR ROOF/FLOOR SHEATHING "I MATERIAL. RATED & INSTA I SPECIFIED SW(BEL ... 2x4 #2 SYR NAILER TO ­ - I ­ ­­-­- - I ---�17 -------------------- ------------------------------ I 11 I SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. LUED J* [e oo, IDNESTALSLA&TION ANDCBRACING SHEATHED :: : , ' : . . . . . . .�/ - �- 0 C) = I ill 1 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"xl2' ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN, Y�­ TAIL NSTRU T '-- -J I / / / / I x / / "Z 2x #2 SPF BLOCKING, AS REO'D FOR RADIUSED-TOP I FOR THE APPLICABLE DESIGN op 110 S. ��' SIDE w/ (1) MSTA24 PER PLY.. .�- HEADER PER STRUCTURAL PLAN, I . . . . . . AT SHEATHIN TOP - BOTTOM CHORD OF TRUSS � 3) TOP PL. SPLICES IN SW1 & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY-SPACED 10d NAILS. PRESSURES FOR THE SPECIFIC CHORD OF INDICATED 16" W/ 10d COMMON 0 3"o/c. PROVIDE FULL-DEPTH I ; MIN. 7/16" THICK WALL �, WINDOWS, w/(2) .1310- TOE-NAILS PER END. 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's I -T71 ,�Ix4 SYP CONTINUOUS BRACING 1: : , I . . . . . . .--_f TRUSS CONNECTION, MAX ///- 7/16- THICK (MIN.) (24/16 BLOCKING BETWEEN JOIST/ �4 // � / / / , / / I U) N ,T- L13 I , 1, (ONE EACH SIDE OF >) CENTERED ON APPLICATION, Q-P- V' THICK - '\ - SHEATHING OR STRUCTURAL ,�, I HEADER, ADJACENT TO EACH SPLICE. (MIN.) ARA- OR TECO-RATED OR �, wl (2) iOd TO EACH TRUSS. \ �-FASTEN TOP PLATE TO HEADER I -----F� ---- � TRUSSES ABOVE 1st STORY,,' 7--/-�-/ SHEET-SIDING wl(1) ROW OF 8d �'� 2' TOP PL. - PER CALL SPH4-6-8 CONNECTORS 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING W/ 6"/Co/c DO NOT SPLICE - OVERLAP �� �' -� ­ I I SPAN INDEX) ARA- OR SHEAR-WALLS, ATTACH- / / / / / , / �, ! OUT ON STZUCTURAL / 11 N �/(2) ROWS OF 16d NAILS 0 .1 I NAILS 0 3"o/c AT TOP OF -� ILAX 0 TOP PL.-TO-HEADER 0 SHEAR-WALLS WITH MINIMUM AIR EMBEDMENTS (INTO LINTEL OR TIE-BEAM) INCREASED TO 12" FOR 1/2"dia AND 15* FOR 5/8"dia RODS. . 8 JOINTS MIN. (2) TRUqSES, .... I .:I I � I TECO-RA ED WALL SHEATHING TO BLOCKINU / , 6d NAILING LOCK ALL '-�� 3 a/c (TYP). ,I* ENG, TRUSS SHEATHING iv/ 3"o/c 8d SHTN'G (IN TO TOP >) AND AT' �, `-III- I PLtN. MAX. 32"o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL EDG-S. 1�` RTEND BRACING TO END OR .. . . I I � I . - . , �� EX ACED WALLS & ATTACH. SEE CALL-OUI ---- , � .. 0 ZL 16" MIN. FOR I STORY - ,--�NAILING, BLOCK ALL W/Sd NAILS 0 6`o/ AND /�/ DESIGN RW BOTTOM OF SHTN'G (IN TO HDR.' I - "I ABOVE. REFER TO DETAIL W/ST1 FOR OPTIONS.. . ON STRUICTUR lz� .ap,*---) FASTEN SHEATHING 11 I, 1 ,&* MIN. rUK 2 SFORY UNSUPPORTED PANEL BLOCKING TO TOP PLCATE - / / / / I NO ADDITIONAL PL.-TO-HEADER . I I F"""�,� PLAN AT SPEC, IL - .1 . .. I TO NAILER W1 8d I wl 0.131"x3" TOE NAILS 0 CONNECTORS REQ'D w/ TRUSS F- �--r -��, OPENIING� .... .. Ed NAILS IN 3- GRID PATTERN AS �I � EDGES w/2x BLOCKING, 4-0/C IN (2) STAGGERD A DRAFT MEB UPLIFTS (1,000#. FOR HIGHER I (1 .131x2i" TOE- OR TYPICAL SHEAR-WALL ASSEMBLY DETAIL I SHOWN & 3"o/c INTO ALL FRAMING � COMMON 0 3 a/c. SHEAR-WALL - CONSTRUCT ROWS. I I � ---_ END-NAILS 0 KING-STUD I 7*/7*o/c 5d COOLER I'l . - I 11 MEMEBERS (STUDS, BLOCKING, AND .. � UPLIFTS USE CONNECTIONS AS - I'll NOT TO SCALE . ,>I:, �* 11 .. IF THE INDICATED ATTACH SHEATHING PER SPECIFICATION, I OF I I - _TO HEADER. 2x6 HDR. I NAILS OR #6, I-Y�- '-�-If-CONTINUOUS BRACING IS � ..,, .. SILLS) (TYP). 1.1 .. SHEATHING BE ON OPPOSITE DOUBLE TOP > I SPECIFIED ON STRUCTURAL PLAN. X � I / �'.I� USE (6) NAILS, 2xB & G 1�DRYWALL SCREWS. APPLIED TO THE BOTTOM OF THE , I' .I TO TOP >�S W/ 8d SIDE OF WALL OF 80TTOM __z - CHECKED EAW I I -' -------------I --------- I �... ­ .1.1 NOTPROPERLY I WALL i ---��/ , , WINDOW HEAD - APPLICABLE "\ 200 HDRS, USE (9) ­­­­----­.-­...------------- ­---­­- _ BOTTOM CHORD (AND, ...� 0. . Ill� COMMON 0 3"o/c. CHORD NAILER. � I I .131x3" TOE- OR I I : ONLY ,\1 \ NAILS, 2x12 & ENG. TRUSS BOTTOM CHORDS MAY BZ INTERMEDIATE (NON-CORNER) I CAST-IN-PLACE AT � I I I BRACED BY EITHER METHOD - SUBSEQUENTLY. THE GYPSUM CUN'G ­ PORTAL FRAME DETAIL. MATCH 11 I I i END-NAILS 0 KING-STUD I WHEN WINDOW DOESN'T ATTACH (1) WOOD-Tie ROD ADJACENT TO IS ATTACHED TO THE BRACING J 1:1 ,-� � I SCALE N.T.S. � : TO HEADER, 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE FOR WOOD HDRS. USE (12) 1 ­.. � 1:1-1 FOUNDATION POUR. THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A ' I r NAILS.. I STUD POST,IF PORCH BEAM IS THE CONTINUOUS Ix4 BRACING .... �� TYPICAL. SEE STRUCTURAL P I :1 THEY MAY BE TRUSS-TO-> CONNECTOR: 1 (6) NAILS, 2x8 & 2x1O SIZE & CONNtUIIUNO'-). I I � CONVENTIONAL LUMBER (2x8, 200, TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID RATHER THAN DIRECTLY TO THE STUDS PER AX .".. * , FOR ADDITIONAL INFORMATION, 1.. , �EPLACED WITH HTT22's SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA , SEE TRUSS SCHEDULE I I DATE 7.7.2015 1 I ------ TRUSS) THE MAXIMUM a/c SPACING - I I ------d 202, ETC). (1) WOOD*TIE ROD ALLOW PORCH BEAM TO BE LET IN TO � CEILING DIAPHRAGM (SHOWN AT M" CONNECTORS, ETC. I -, �I I I " ---�5 AN ENGINEERED TRUSS, AND MAY BE USED I.L,O, FRAMING THE I HORS. USE (9) NAILS, 202 --.-----.--- - -�i-_ \-(1) MSTA-SERIES STRAP I OF THE BRACING IS 2e. STRUCTURAL PLAN, __,XH HT ­­ . -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL TYPE (DTL A/STI) I 1 -7 I._ ::�- 11 --I I I & ENG. WOOD HORS. USE --.................. 1�...-7--.-...-.-.-.- ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF + LEFT), �1 STRAP TO HEADER ON- 10'-I SHEAR I I I ­-- - 0 EACH JACK-STUD TO ­. �. (12) NAILS.. I - ---' PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF I UNSHEATHED SIDE w/ 1/8 1 FOR A PANEL SPLICE (if needed), 'I -- EMBEDDED STRAPS I SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL STUDS / SHEAR WALL I JOB- NO. JOB I -tt��INTERMEDIATE WINDOW HEAD HEADER. 2x6 HDR. USE (LSL, LVI- PSL, ETC.) , I ORT TOP >. IN I -1 ...I- PANEL EDGES SHALL BE BLOCKED, .1-1 1-1- MUST BE INSTALLED w/ ROOF FRAMING IS USED, I I .1 / APPLICABLE w/BETA 12" STRAPS, 2x8 & 2xlO ADDITION, (1) WOOD-Tie ROD SHOULD r,.YpsuM cLN'G DIAPHRAGM METHOD ACING METHOD (1) MSTA24 PER PLY. .�) ­ �& OCCUR "THIN 24" OF .. -I ADDI'AONAL PC. OF #4 1 FRAMING PER PLAN I P----v WOOD*Tie ANCHORING RODS, PER-/ E�/ I.- HDRS. USE 18" STRAPS, I.-1-1- - Q 11 I REBAR PER SIMPSON OPTION # SQ.FT. NA TRANSOM(S) ONLY. Sf 202 & ENG. WOOD HORS, I BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN 7/16- THICK (MIN.) (24/16 SPAN-­-­­ .. MID-HEIGHT OF WALL, I 11 OPTIO-N...#3 ,4 � DETAIL B/STI, EACH SIDE OF 1151-.FOR SIZE & CONNECTION(S). , I PORCH BEAM AND (1) MSTA24 SHOULD I USED NITH "PARTIALLY ENCLOSED" BUILDING TYPES) I INDEX) ARA- OR TECO-RATED ...� .. � .1-1 I.I. INSTRUCTIONS. ­ PINTERIOR OR EXTERIOR SHEAR-WALLS RUNNING EACH OPENING, "THIN 2" OF _ USE 24" STRAPS. BE ATTACHED TO (1) SIDE OF EACH � I WALL SHEATHING, BLOCK ALL I ...� '�-16" MIN, FOR 1 STORY .1.1 ITI INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE I ERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR F, I JACK-/KING-STUD ASSEMBLY. A- -11 A I TOP >CENTERED ON THE JOINT. - I I � � Project Engineer: :., I JACK- & KING-STUD(S) I (1) SPH4-6-8 CONNECTOR I TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS L EDGES w/ ,,­ /�� 24" MIN. FOR 2 STORY .1.1 1:1 I I I VERTICAL WEB 6" TO V-6". I � '71 1 -1 - - .- - 0 SINGLE JACK-STUD TO ------ � I � , - I 11 � I PER CALLOUT ON HOE PL. USE (I) LTT20B I I TIOT TO SCTLE . APPLICATION REO"D w/ STUCCO ....­ , : 1/2" dia. ANCHOR BOLTS I I IN PROPER I ,,, I .. I; I 11 STRUCTURAL PLAN, PORCH BEAM MAY BE NOTGHED- G ­ EXT, FINISH. .. -- APPLICATION WITH I ' - I/ 11 � i 0 DOUBLE JACK-STUDS TO AROUND TOP PLATE PROVIDED ' I � \ 1\ \ .. ­ , :",�-W/ 7" MIN. EMBEDMENT & I I I E# L- I , ­ ; - I � WINDOW SILL - SEE TABLE FO FOUNDATION. USE (1) I I (01 --�.....� . 2"x2%3/16" WASHER (TYP), I I CURB WALL -, I FLOOR gabeth A. Woodward, Pl- ! I 1 - THE TOTAL DEPTH OF THE I / - (2) STHD14 - EMBEDED ... i I PLACE I 2x4 RIBBON BOARD I SHEATHING I � UO I I SIZE & CON FION(S) .TT16 0 TRIPLE (OR MORE) � I ­<:� -..� ! 3ply 2x( ) #2 SYR . C-"Professional'Engineer� �1' IINTE MEDIATE SHEAR-, � 'L' - BEAM IS >9-1/4" UNLESS I I'll / I :k STRAPS 14" INTO ... : I I "EMBEDMENT LINE .. I � I - I I - / - STE E I WiNDC JACK-ST DS TO NOTED ON THE STRUCTURAL . . ,- FOUNDATION. USE STHD14EI .. .. ,I:----PT SILL >� - -W ATBASE OFCURB I I � ,- - . .� . License No. 61,647 , , - HEAR�-, "I IV ,,,tUVLE '-� --.-. .- ---.-..-.. FOUNDATIUON. SHEET. / I -- -- - . - � � I", - S � , PER SILL PL I"N(I)l AND Z , / / .� SHEATHING ­. -) Z- ) .. . � ATTACHMENT. 0 FLOOR , . k, ! -_&OOR(S) ­MLL Dgr, � WHEN LO .I I .1 WALL. � � � .,� -;,,, - ,� ­ � I 0 ; ON S-SHEET(S). �-1-1 -- ,� I ATTACHED TO ­1-1---� I / . - � \ INTERMEDIATE I WALL (DTL 2/ST2) I L I i TRUS - . HEEL/END VERTICAL / � I 11 6 1-1 i I I 11 � , . 11 � /" ;��, ",, - �. I I",',,'I'll APPRUI`KIAlt 11 ANCHOR BOLTS PER I TRUSS BEARING - BEGIN "EME-- -� - -- U I I I "I . f OF TRUSS - ! 'k , , ,-Y'��, � I MEMBERS , ii - � � ,� NAIL POST TO PORCH % I I " --- ....... I - 11 . .­­ I . 11 ,I n4l. , DETAIL A/STI, TYR. " --- I I I , I - -�, ,­�, � ", . . 11 I I I - �­I;,rf HEADER W/ (1) ROW OF +� �--------- . -- ----1 ' � -1 � � f----�,WITH AWEI;Zi'�6EE' I­�: ll'� N?110L-ILL2� 11 I i - O/C. I � REQ*D PLACEMENT FOUNADTION PER STRUCTURAL PLAN. WALL FRAMING iOd 0 6"o/c FROM CONT, 50 ROOSEVELT BLVD. U 1­7:� � I 2 OF OPTIONAL (I.L.O­ - , ­­I I I I .1310" NAILS 0 2 � I �� I I I MANUFACTURER'S,,"- L'�` � It. � -- ROOF SYSTEM I ) I � Zx4 TO 2x4 BLOCKING I JACKSONVILLE, FIL 32244 � ,A� : ,'� :"-, I �� I T (-O I I INSTRUCTIONS & � I � 1;� I I I " I \ SIHD14's) HTT22's �- I DIRE ­-I---- I I 1,I - 4 - � � 7 / I � * PORTAL FRAME DETAIL HORIZONTAL 2x4 SPF #2 (904) 680-6279 1 1 1 1 I I L I-------------- ---------1 I BLOCKING BTWN TRUSS � li`%..� I � � +, � T i M'r I r\�2x #2 SYR TOP > ,�', ' 1 (2) ROWS OF,131 . (9STl NOT TO SCALE I ROOF/FLOOR SHEATHING I I I I - I WOOD*Tie ANCHORING RODS .TRADITIONAL M E TAL CONNECTORS PORCH SEA , SEC I I PLAN VIEW OF CORNER 3" NAILS 0 6;a/c I I = SHEET r -. ­ I - I� I STRUCTURAL SHE�T F11--/ %-V' THICK (MIN.) ARA- OR -Z DETAIL I ,r I TRUSS TOP CHORD I (-n. EXTERIOR WALL.-OPENING HEADER OR SILL 130 MPH,EXPOSURE B. 1� 1, I I I ,- I I MINIMUM SIZE-i I--SEE STRUCTURAL PLAN. I TECO-RATED SHEATHING W/ � _ --­-­­......­.------­---, -- ...-..--.-.-- ------­­­--- I . D M ..---­.-­-.­..- I ........ - I- � , I I I I I I MAXIMUM SPAN/OPENING FOR "Ll ­ I . .1 1"�, � R I I MEMS R GIVEN WAR HEIGHT CONNECTION REQUIRED ,� -I �� Ii ,I FO STUD SIZE/SPACING 6"/6"o/c 8d NAILING. BLOCK HEEL OR END . CONTINUOUS 2x4 SPF #2 W1 � F �� '' . , , �:,!, I I � REQUIREMENTS� ALL UNSUPPORTED PANEL EDGES �� VERTIdAL OF TRUSS �- REQ'6 AT ENDS � I - I I I 4,---,' 2x CHIMNEY FRAMING ��--N----&-- I -- : * I - . ,10.2.SPF 8' 1. 10' -1-17------1�7- I �I'L , - W/2x BLOCKING. . 1. -- -----..,-.� - - (3) .13ix2i" NAILS TO EACH I I ---------- ---- --- " - - ­­- 11 :, � STUD POST - NUMBER OF PLYS TO ----MEMBERS - SEE STUD MII,L 7/16- THICK'(24/16 SPAN . ' ' TRUSS VERTICAL & 0 Co/c . 1­�X4 V-11" 5*-7" 5'- -0" 4'-10" -- i 1:1 ' ' I �� HEADER. STUD POST SIZE - TABLE FOR SIZE, SPECIES . /' 3" 5' : ,, ­ I . � MATCH . 2x SYR BLOCKING W/,131x2i" - INDEX) ARA OR TE&-RATED WALL . . / �.3�� /: \,,_.131.3- NAILS TO I I - ­*- ------ _7­ - . : Z7 31 X.3"T��;71 --- - - ­­ , I - . AND GRADE TO MATCH WALL STUDS NAILS 0 6"o/c TO TOP OF TOP & MAX. a/c SPACING - -----) � I�E SHEATHING ATTACHED TO FRAMING I I I STI 2-2X4 8'-4" 7'-11" 7'-6" -�---2-"--F-71'0" 6-0.1,31 X 3" TOE NAILS I I I SHEATH CHIMNEY w/ 5/16" k- , I . INTERMEDIATE BLOCKING. ADD I :, , i�,� : , I USE OVERALL CHIMNEY / , ­ (1) MSTA18 STRAP W1 (7) 1 11 � , UNLESS NOTED OTHERWISE ON >ASSEMBLY& TO TOP OF HARDIE wl 6"/6" 8d OR --- - G 0 ALL - I 1, � " I 1-2X6 o -�I I I -- - --� / :/ . " - I I I ,� ­, . - ARA RATED PLYWOOD UNSUPPORTED *NEL EDGES " " 1Od/END 0 EA. SPLICE (coNT. " - ,I O' I I ,,, � -ply 2x's AT CORNERS -- -M- W:�k 1. . , V-8� 8'-2" V-9" T-5" V-1" 6-0.131 , 1. �:I I I A. STRUCTURAL PLAN. CONNECT PLYS MBLY. 7/16 HEIGHT FOR > HEIGHT. / L�12'-4 11'-8" 11'-0 -6` - ��I PER DETAIL D/STI. W/6"-12" a/c. 8d 2 . ;� N , , 2.4 MAYBE OMITTED IF (1) I I .��� I � 1-1.11�11,�,, 1� EXTERIOR WALL -IN I NAILING PER CA TABLE 0 x � Zx I MSTA18 IS USED FROM 1 3 of , I . ��� I I DETAIL F/ST1 ORtALL OUT ON -/ EXTERIOR WALL OPENING HEAD(�OR SILL 130 MPH,EXPOSURE C. EXTERIOR WALL-OPENING HEA�ER OR SILL 130 MPH,EXPOSURE D. I- - I IF THE HOUSE IS TIED DOWN USING I I TOP VIEW . STRUCTURAL PLAN. I'll, �, . I BLOCK-TO BLOCK ACROSS EA, 11 ' ­ I,-.� ;1 CONVENTIONAL STRAPPING, REFER TO THE � (1) MTSi2 OR (1) MSTA18 � I I -- --- ...-..-..- -­­­----]-I'---------- ­--f�- -- - -------­-.... 'A -------- ---- --- --- ---F----- . ­-11 To THE I TRUSS) � MAXIMUM SPAN/CF'NING FOR �AXIKIUM S AN/CPENIN�FGR i, I/STI FOR 2x4 #2 SYR BLOCKING BETWEEN STRAP FOR A SQUARE I MEME, MEMBER ,,,t�­`�'-- I CONNECIION REQUIRED I ,,,r STRUCTURAL SHEET AND DETAIL N STI FOR � RE Q*ER GIVE4'WA�L HEICHT CONNECTION REQUIRED RED D ,,. �. GI I VENPWALL HEIGHT , I AT ENDS --- -- TION DETAILS. I TRUSSES BELOW CHIMNEY WALLS CHIMNEY & (2) HTS20-S OR TRUSS-TO->CONNECTOR: 1, I I D -- AT ENDS - -1 - OUBLE TOP >OF ALL 0 ---- - : : ,10.2, ­ a, . I N -T--�, �1, � : , � wl (4) .1310 TOE/END NAILS (2) MSTA24-S FOR A SEE TRUSS SCHEDULE FOR D SPF 9 I : 11' 12' . 2,'SPF 8! -� 10, TV , 1Z : I IN LIEU OF WOOD FANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR � I � I � .........-.--- � 3.-.. :J,�--" - AT EACH END OF BLOCKING TO - RECTANGLE CHIMNEY 0 EA TYPE (DTL A/ST1) 777-5;---0--'; --1 -4;:1 . - V-511 -4-0.131 x 3"TOE NAILS 1-2X4 ,V-2" 3'-8- 1;3'� .-. 2'-9" :4-0,131 X 3"TOE NAILS- ', BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION, TOP CHORD OF TRUSS OR RAFTER. �\ I CORNER OF CHI NEY TO ----.--....- -.----­­--­­...f--- -W--.-�;- V-2- -� .� I'll 8" -- 1� OPTION #5 1 .. - ...........................­­;­­i-,.,-­I. ­­67--F 57--r V-2" 6-0.131 X 3"TOE NAILS 2-2X4 -2" 5'-6" t 5'-O" ;-0.131 X 3-TOE NAILS I RAFTER/TRUSS TOP CHORD ** INSTALL WALL SHEATHING PANELS I -�`�"-,­,­- ". ---__-,._..------ .-.-...--.--" . AT CORNERS OF RECTANGULAR STUDS / SHEAR WALL I 2--2X4 .11 : ----­­-­- 11 r� --- - FRAMING SEE STRUCTURAL PLAN. -/ - LENGTH) ....i-...�.i�.... . -67-i; ­�`-r- NAIL 1-2X6 6,-2" 5, 6' 1 5'-O" 4'-13" 4'-2- : CHIMNEYS, USE 2x8 (I.L.O. 2x4) OR 2x4 BLOCKING BELOW. , WITH LONG AXIS (8 -- 7�-'4�� 11-11" (T- 5-2" 6-0.131 X.3"TOE ' i ,6-0,131 X 3"TOE NAILS "", %, w/ (8) NAILS/END ,­­ ,4, - � !;:,k:::� INTERIOR OR EXTERIOR SHEAR-WALLS RUNNING = -- - � I NAILS). = N PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24"o/c TRUSS �I- "I 2---2 X 6-----8-' 6" - 7--r6�FCC�2�--5'�i�l - -i��A ­ N END-VERTICALS -OR- BLOCK )NI 2x 2-2X6 10'-5" 9'-6` 8'-67- 7`--��....*�;- __ _.. " Tj�,�W I T.�.V.�.-Zi -...,7� -- _ ,7gy�i p I k - :� I FRAMING TO PROVIDE MAX. 16"o/c I I I TRUSS TOP CHORD OR RAFTER---- SIDE VIEMt CHIKA�EY FRAMING DETAIL I SHEAR-WALL BRACING DETAILS SUPPORTS FOR SHEATHING. ** � ming� I I TYPICAL OPENING FRAWNG DETAIL - U,N.0. I- WALL DETAIL I PORCH CEILING SHEATHING DETAIL (TYR) NOT To SCALE NOT TO SCALE 11 � I I NOT TO SCALE , : /" -� NOT TO SCALE I NOT TO SCALE @ @ I I .I - ( S 9T,� , 11: 1,- I I - G I I : I . ,� @- .. I'- .. I - I I MEN= ! 1 7 - - ./ -tog .' 2 L 0 F 'O "LJ 31) T N E-N OR P TYR G P A P EC I 0 C L L I F A N S I L T IN ED A TA LE W/ P E TRUSS/ A IT ON To N SCHEDULE TRU SS & 'I* �- I 6 I ' LY CUPS E C F N 0 R S LL A I N M 0 N V' C 0 CRIED 01=1 - ( -7M\IN I I' I.1 I ""F I f� f I\ / � I\NT IK 22� -- 21, 5/8' ' I \-' S lu BRACING REQUIREMENTS, /> * SO E DR �/ I t 7N N AWN) "I 0 'Y,UT OR ) SIZE & - -RS SS IN T I SE _ V \ I A�ED T EN G,NEERIN C R ""EN TA T'ON T.__ ._ , .,'L , (, 0 ,.A ­"" _)' (2) 2.( ) #2 SYR TO N N , V, TOGET'ER W1 (2) RC 'WC 'CR . / _ � E I 2-- .. S TAGGERED. M .. IN. �2� 1 31.3 NA M 1 SPH4 6 ,3 0 M AX ' - NOT REO.D WHEN ,��p" C G 0 S P R ED AN HORIN R D E . . - -;"' � ED ) 1111 , " - r,,, 'T L ���,!,- OR .1...-h . 17, 7 . __ - 7T I -� F ,al� I` � , r12 ' E I � �_ S � < -,A' i . L , 2)2.( ) HEAD Z> ,-,�, M f AND SILL :, . 7 0 "11>Z (TYR) '. � ,_ h I �, � . 1 71FIl 1111 I I'! . _, - " `�-�L mwms �"�' rvr­'/,,V � W�E� : I I I I 1,,, � - I, ,�� i I I I 1,1 :, I ­�­ � ,� I � I I 1 I ­ - I I ­ -1 -- I I I I I . . � " -,�,,: ,-�­-I�- � � I , I � I ­� �e /,I,�), � It" �. ,�� :� � OFFICE COAPY � I I� � 'I": I ­ � � ' ' I 'P��,,,E , - � - I f�� I I "I i- 2r, . I � I I I I �� :1 �L . �, ­,:,, I � ,� - ­­- I � . , I I I SEE ST1 FOR VERTICAL WALL CONNECTION. THIS DOCUMENT,T A- LONG WITH _ 5 HORIZONTAL.L. ASSOCIATED ED D OCU E T S ISA- N 4 CO C .SLAB WJ6X6X10 10 WWF OVER 6 MIL VAPOR BARRIER OVER INSTRUMENT OF ENGINEER'S SEE STI FORVERTICAL WALL CONNECTIONIH. CLEAN WELL COMPACTED TREATED FILL TYP: VERTICAL REINFORCEMENT):T . SERVICE FOR THE EXCLUSIVE USE `. -------- >; AT THE PR OuECT TITLE D HEREIN. EI N. 4„ CONC SLAB W/ 6X X10 10 WWF MAY BE USED - 5 DOWELS � CORNERS & 24 o c #5 HORIZONTAL. OVER 6 ML VAPOR BARRIER OVER AS BRICK LED E ---- -- '6p � �oN N t r � II cn i I 1( _-_ (TYP. . THEREAFTER E A FTE R N a _II T 4 8 I — � _ - _5 HORIZ. 6» FROM END ` ” , I i ' ——1 I - _ t - INFORMATION O PR RMOAT EIOCN T; ED N ERG II NV EE DE R F R ID OEM T THIS FHI EIS CLEAN. WLL GOMPEALL DOWELS @ TOP & SOTTOM, MIN OF VERTICALS YVERTICAL REINFORCEMENT): DOWELS DOCUMENT, AND/OR ASSOCIATEDATD, TR ATED FILL SLO E GRAD 1 4 RE AR CONT. COURSE EMBED MINIMUM UM6 INTO FOOTING G @COR CORNERS INDICATED o c SPACING DOCUMENTS, MAY NOT BE USED THERETERBE D ALL DOWELS @TOP 72 5 HORIZ. 6. ECSLOPE FOR OTHER WORK(S) 0R GRADE DIMENSIONS ASRE � /48. 1 T0 SLAB (GROUT CELLFROM END OF � I S ` BOTTOM EMEEDMI MINIMUM 6„ INTO0 FOOTING MIN PROJECT(S)T S WITHOUT THEMN DTSTA CEo ��I - SOL D VERTICALS.SIO S ARE / 72» INTO SLAB (GROUT ALL SOLD EXPRESS WRITTEN PERMISSION 05 VERTICALS CLEAN'COMPA TED 2 M N 'DISTA CES , SAND FILL BELOW. L_ 0Z fi VFRTI(A 4CanZrr SPAh REV DESCRIPTION STRAPS - 1 6 STORY @ 24 O/C (TYP. HORIZONTAL BRICK. MU T BE INSTALLED w/ TO 12 COURSES 24 0/c SLOPE ADDITIONAL PIECEOFVERTICAL REI REINFORCEMENT):T). #4 DOWELS @” REINFORCEMENT): 2 ADD CLEAN FILL AND COMPACT12 < 13-1/2 COURSES:BEND ALL _ I„ GRADE CORNERS & 48 o c THEREAFTER WL LO GITUDI AL 2 (M LIF t3-1 2 < 15 COURSES: 8 o c 2I(r P.) 3 REBAR PER SI PSON DOWELS TOP BOTTOM, EMBED MINIMUM M 6 WIRESSPACED@ 160/C.0 W/ B ICK INSTRUCTIONS. » II T0 F00TING 12„ I T0 SLAB GR0T PpVIDE HORIZONTAL 8 CMU) ILL ALL CELLS 1 STORFOOTING SIZE MAX STEMWALL HEIGHT. 5CELLS SOENFORCE E T WITHIN 16 3 F D 1Ifo � . :r 9 zz�zcw� :ooow_ I N�. ee SS2T T1 22 .- RECES ' — - - 8 : - _— —_,I- 1I-- II --- 11-J-I 1-_I1- i1- I 1 I— _-I1ST_S_1OII.II_ R ---. Y---- I -- III FOOTING I —O� -O-IT I --NII»GI S .I Z.E _ , - - ._ , I I —1 -' -1 .— -- IlI _. - Ia -,-- _-- _- -- ----- -I .-=- lIi - -- -_ _ �- — 1I —I— I— i — 1I 1 1 - .. ` W/ S 13 Te 2 0 d 0 I 0 - 1P-.-sI G_. R1 O1U1 -T. W/0 BRCK12WIDEW/ OR 2 #5 CONT. COURSES. FORWALLS '> W/OB IC 16 10, W/ C0 0R 2 0F T P AND BOTT0M 0F 1 .J1 'II i a -^ -1--_- I---I--_- _I - —I -- A -I D-1I-D -I L_.-E. I. AI. 2 -�-II -d I FILL- IX S--I- - 2I- A- I ,N - �D— L COC O PACT T W BRICK 20 WIDE (INCLUDING LEDGE W2 5 0R 3 5 $ COURSES H� H USE W/ BRI K 20xi0W 25 CO 0R3 # MASONRY STEM - iA LIFTS. `- - -' - 4 2 STORY I I LAP ALLREINFORCEMENT MINIMUM 40 ? DETAIL tA S 2 0R 1B 9T2 2sr STORY W0 BRICK 16» WIDE W25 CONT 0R3 4 DEPENDING 0N aALL HEGHT. W/0 BRICK 20�xtDW/ 2 #5 CONT. OR 3 # 8 C U GROUT ALL CELLS # DIAMETERS AT ALL JOINTS.W BRI K24» WIDEINCLUDI G LEDGEW 0R 4 5 HORIZ NEAR MID H I HT z_ h e /-BRICK 24%10 / (3)#5 CONT. OR 4 # SOLID. MAX. 10 COURSES C , A S„o T» IL L:_.... .��OTYPI AL FOUNDATION DETAIL TYPICALL FOUNDATION DETAIL ADD CLEAN FILL AND COMPACT TYP. HORIZONTAL #5 HORIZ. @ EACH REINFORCEMENT): 2 N0T T0 SCALE rNOTTO SCALE II. 4th COURSEN12> MAX. LIFTS. -- --- G1OlnW1:7 M 11 LONGITUDINAL WIRESSPACED @ 160 C STANDARD FOOTING SEEDETAIL BELOW � T . PROVIDE HORIZONTAL BEDDED _ We ST1 FOR VERTICAL WALLC0NNECTION esi rsR I CEMENT` (THIN 16 OFSTRAPS MUST BE TOP AND BOTTOM 0F INSTALLED w I 4»w2 500 sI CO C. Engineers rs 5 1 AX. 2 COURSES MASONRY STEMWALL. -_512. 1DEC0 C. SILL TOPATM INADDITIONAL PIECE SLAB TOP-TO-GARAGE FLOOR ABOVEE SLAB LEVEL. SEEST1 FOR AL —FOOTING 5 REBAR EXCEPT. 655 Roosevelt Blvd 0F 4 REBAR PER VARIES MAX 7 1 2 (HEIGHTS EXCEEDING LL CONNECTION. TORY WITH BRICK, USE 12„dS MPSON (1)#4 CONTINSOLIDG GROUTED w 90477z 6ioo INSTRUCTIONS. WIDTH BY MORE THAN 2„ RE0 ADDITIONAL FL CoA No.z o> Jacksonville,FL zz44 ANALYSIS) U_BLOCK COURSE --II I-L- 4. C0NC SLAB W6x6210 10 WWF TYPICAL BLAB OVER 6 MIL VAPOR BARRIER OVER EICLEAN, WELL COMPACTED, TREATED FILL TYP. VERT. co Li REINF. tsT RFOOTING SIZE SLOPE TW O BRICK 16%10” W2 4CO T: M GRADE � W/ BRICK 20 0 W/ (3) 4-0R 2 #5 CONT. Ca 5 YPICAL FOOTING _ SEE1/ST2 FOR 2 STORY CLEAN COMPACTED SIZE/REINFORCEMENT Wo BRICK 20» 0 W3 aOR (2)#5 CONT. SAND FILL W/ BRICK 24 x10 W4 4 DR 3 5 CONT, sy co U) 10<15 COURSES STEM WALL FOUNDATION FOUNDATION OR STEM: WALLS WITH 10<15 COURSES & GW GP ME SIO S ARE SW or SP SOILS to 30 PSF LATERAL LOAD DISTANCES 6<10 COURSES STEM WALL FOUNDATION FOR STEM WALLS WITH 6<10 COURSES FOUNDATION AT GARAGE FOUNDATION AT GARAGE NOT To SCALE NOT TO OVERLAP SLAB RECESS SLAB 3/4” FOR SLOPE 3/4” X 12. 4„ CONC SLAB W 6X X10 10 WWF OVER 6 MIL VAPOR BARRIER OVER11/2" THRESHOLD EXP. JOINT AT GARAGE DOOR 4 CONC SLABW6X6X10 10WWF CLEAN WELL COMPACTED, TERMITE DEPTH _ STUD + 1 1/4» (FROM 1 2 OUTSIDE FACE 0F BLOCK OVER 6 MIL VAPORBARRIER OVER TREATED FILL S SLAB 3/4 FOR SGD CLEAN WELL COMPACTED TERMITE 4 CONC SLB W/ 6X6X10 10 WWF TREATED FILL 4 CONC SLAB W/ 6X6Xt0 10 WWF � - . OVER 6 MIL VAPOR BARRIER OVER OVER 6 MIL VAPOR BARRIER OVER P CLEAN WELL COMPACTED, TREATE FILL CLEAN WELL COMPACTED, TREATED FILL TYP. SLAB —SAW CUT1N 15x15 GRID, 1 DEE WHILE CONCRETE - ,., , ... .. ...„�- .., .,., .. IS WORKABLE WITHIN 12 HRS-0F- C 1 o 1 �,c,,I• _ ee8 SSS4 5 3TTT 222 _ _ ' I • • 1I -• ,r__.—eI. _ I 1II1I III .IIIII — III II. 1.- I1 1 1 I _- III IIII -1II II III -- - -- -I5 I_ _ 7 -- I1eI _-11- 2 —T I I I I LL _ 1 ---- II.II I .1r I — I .II- I- --I-I1•I1 III 1 ----.II-I I II1LIII I1II-I1I-- -I-� II II II IIIII — I_( II I-- I -I I I_ -I--- I..._ —= I II J__-- 1gTI1 2I I i -1.-- , '1 I O .I -I — YI —II I I -- II II.II _I I II ---- III 1I1I 1: _1 --I - I I �. — II— I _ � P LA C E : _ E T ) 5 —1111 — 111 YPI A FOOTING SFE 1 S 2 FOR 6MILVAPORBARRI R E REIFORC�ME T CLEAN COMPACTED 3 — I _—es1Ir—_--2a2 o. . .it--- _- :--- I _-- I_I 5 .I— i — 11 1 1 I I.II 1 1 1 1 — —I ' ' -C,ID>LIZU —J I ' - ISIZ -- — — < SAND FILL 111 1( CONT.12 A 1 STORY IITYPICL F UNDATION 2011 1 1 I I i 1 11= 111 SLOPED TURNED DOWN EDGE 2 STORY CONTROL JOINT-FORCRA K CONTR0LFOU DATION AT S.G.D. FOUNDATION AT S G.D. NOT r0 SCALE INTERIOR LOADBEARING NOT r0 SCALE Norro SCALE N0TT0 SCALE NOT r0 SCALE O ----------------- HOLD HDR. BLK. 4 CONC SLAB W6X6X10 10WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER 1 1/2- CLEAN, WELL COMPACTED, T 4 CONC SLAB W6X6X10 10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN WELLCOMPACTED TREATED FILL 1 2 TYP. SLAB VARIES4 CONCSLAB W� 6X6Xt0 10 WWF OVER 6 MIL BARRIER OVER CLEAN WLL COMPACTED, TREATED FILL M LPOR BARRIER II Il I 1 4 C0 T. . LHil , (2)#4 CONT. LLYI A F 0TGrSEE 1/12 ERE9 F CE TSIZ I MF111r, 6, TYPICAL FOUNDATION 20” 2 STOY) ry TURNED DOWN EDGE LOAD BEARING STEP DOWN FOUNDATION AT DOOR SILL FOUNDATION AT DOOR SILL NOT r0SC LE NOTTOSCALE M NOT To SCALE NOT TO SCALE ' / ` w ZWU0L ii HEADER BLOCK OR Ci FORMED & CAST @STEP DOWN 4» GOING SLAB W6X6Xt0 10 WWF x 2,_0OVER OVER 6 MIL VAPOR BARRIER OVER ry J 8%8” CHASE IN ACLEAN, WELL COMPACTED, TERMITE � =-_ -� ---- --VRIES TREATED FILL CONC. BLOCK STEM O WALL VnNSLOPETYP. SLAB ARIES GROUT SOLID GRAD AROUND PE GROUT SOLD 11 1— I 1 I I I R CLEAN COMPACTEDAROUND PI TYPICAL FOOTING SAND FILL SEE 1 ST2SIZE/ DRAFT MEB —I IIH KNESSF R 8 MIN. _ DEEPEN TYPIC CHECKED EAW FOOTING SEE 1 ST2 REI FORCE E T FOOTING @ CHASE TYPICAL FOUNDATION FOR SIZE/REINFORCEMENT ORCE NT — I LOCATIONAS RE D T0 SCALE N.T.S:PRO IDE PROPER FOOTING DEPTH. DATE 7.7.2015NON—LOAD BEARINGSTEPD NN ..... — NOT T0 SCALE JOB N0. JOB(MAY BE AS SUNKEN SHOWER DETAIL FOUNDATION WlUTILITY CHASE FOUNDATION Wl UTILITY CHASE LOADBEARING STEP DOWN 0 FT S .FT: NOT To SCALE SNOT 10 SCALE NOT T0 SCALE Project EnIneer. LSM0 MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS STANDARD FOUNDATION DETAI El•za�ethA. Woodward, P L Professional EnIneer THESE DETAILS AREINTERCHANGEABLE WITH THEINTERCHANGEABLETHESE DETAILS ARE WITH THE FOU dat♦OfNote. Wood vertical" construction shown atoPfoundatI n details for cI Wood cmu Icf or other structural vertical construction License leo. 6194- > ; I 1 �. IIIi tr �• _rZa o I a a d I�L —IIII—IIII a 11 I— I ( - ` HO' Y STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable see ST1 for specifics. 2 4 DOWELS, PER PDXIED ATR \ / / \ / / TOP P/ SLAB \0/F/ \ SL B /r \ ,\ EXPANSION LD-DOWN PER JOINT ` o TOP 0F P 0 0 L �r65'50<R _O O�S_f _ LFTTYPI AL FOUNDATION STRUCTURAL PLA SDECKING O1 #5 VERT @ EACH FOOTING OREPDXIED W/ MIN 6» JACKSONVILLE,FOU DATION DETAIL, CASTINTO PAD TYPICAL FOU DATI0N S 3a2�l ALL EMBEDMENT, 904 6806279SDEOF'STEM HEIGHT CHANGE. HORIZONTAL SLOPE CENTER 4& IN PAD TYPICALFOU FOUNDATION is__20. FTNG. PADS 3 L . GER. RD , STAD GRADE USE f3) #5 DOWELS. SHEET�. I OUNDATION POOL TO \SEE DETAIL / /_II — III SLOPE DESIGNED YPI AL FOUNDATION� o c SLOPE B `LEAN COMPACTED co T BE GRADEREBAR ,I #4VERTI L1—N BYOTH RS- r - _4 _ S1T42 �JJIIII II -_- -. O na�2w� P A D B o _ �wd U tI `- I _ _ewo25 Twa 2 aJ D FILL RADE oo N� ` LL CONT R BAR u SLOP L�w O aJP aa .II I / i\\ \ e/ /r � \ \,/O , M P\\ / / / \ \-\ �\ i\REBAR P R—CLEAN COMPA TED Dz IIE GRADE TYPICALL ST2 5 a a FOUNDATION SEE STRUCTURAL F CONT DAIL FOOTING SIZE,PLANS FORD REBAR \\ \\ \\\\f�✓// \\\ '\ `\\ L, \ \\ \\/ / e_ \\ \\ - , \ -r: 4 of LOCATION & SEE STRUCTURAL II " PLANS FOR PAD ASREBAR S ECS N SEE STRUCTURAL FOOTING SIZE, /�CLEANCPER STRUCTURAL PLAN LOCATIONATI0N &P ANS FOR SIZE, /S NDFILLHORIZONTAl REBAR PAD BASE PER ST2SECTION VIELOCATION & REBAR SPECS o 45 \S EM WALL Wl45 CO ER DETAIL FACE IE SECTION VEWM N. NOT T0 SCALE. PAD BASE REBAR SPECS PER STRUC URALPLAN SEE STRUCTURAL PER STRUCTURAL PLAN CLEAN COMPACTEDPLANS FOR SIZE PAD FOOTING FOR MONO SLAB SAND FILL F LocATl oN &S E .:, WALL HEIGHT HTCHA GE PADe BASE FOUNDATION � P00LAD F00 INGF R STEMWALL NOT T,")� SC LE GN0T TOSCALE NOT T0 SCALE FACE VIEW PERSTRUCTURAL PLAN SPEC,S. NOT r0SC LE--- 4 \ \ I I ; i e I s I , , I m �m m ' Y xlurlf 4s- .1 , C1SPiC ga Jo< . ION LANS d N CONSTRUCT FOR .: � Z KI r� r aa OceanGato Individualotsr �s W. ATLANTIC BEACH, FL m f a L I— z PREPARED BY: PREPARED FOR: W ES HABITAT FOR �w BEACH J F ,,'uiMSSECTION 38 TOWNSHIP 2S- RANGE 29EY Z••[c1U° =U0GENESIs GROUP 11 o FROM VISION TO REALITY HUMANITY '; " LL 9822 TAPESTRY PARK CIRCLE, SUITE 201 _ 1671 FRANCIS AVENUE LOCATION MAP JACKSONVILLE, FL 32246 ATLANTIC BEACH., FL 32233 (904)730-9360 Fax: (904) 730-7165 SHEET INDEX z m m a ULL Q UNIT TYPE: W� Yo _ m9 j Va y aoo 1 COVER W DUPLEX: i TRACT` 2 COMMUNITY PLAT W LL STORMWATER MANAGEMENT Block 5, Lots 29-30 FACKM / '/2 3 FINISHED FLOOR ELEVATIONS ` W / 3 4 Oj ' _ 4 TYPICAL GEOMETRY PLANS-QUAD m TRIPLEX: Block 1: Lots 1-3, 8-10 e" 7 8 \`\ \ MgyPDRT 5 TYPICAL GEOMETRY PLANS-TRI Block 2: Lots 1-3,8-10 i / / / 9/10 .� Rogo 6 TYPICAL UTILITY PLANS \ , , 7 TYPICAL LANDSCAPE PLANS Block 4: Lots 1-3,8-10,11-13, 14-16 i � sgNoy .� �" /r/ / / / 2 3 ! / ```v 3 QUADPLEX: zoD / \.�eFq�yCq / 4 5 Block 1: Lots 4-7 o , ,\ / 5 a 7 j Block 2: Lots 4-7 1 /2/3 .r ./ Block 3: Lots 1-4 ; 7"= 4 "/5 / ,0 W Block 4: Lots, 1 / f ,/ 3 Block 5: Lots 1-4, 5-8,9-12, 13-16, ! p /\/. a. 9/,0 / "/ �~ 3 17-20,21-24,25-28 � — 13 1415/ 9' TRACT 18 ./ I TRACT-B' L/ 30 �oVRT W W i NEIGHBORHOOD PARK "\ LU 29 z i GATE DRNE I 1 25 28 pCEAN z7 2a /n T oc a 22 23 24 WLU 19 1s 20 21 , ' , Trucre �C i (/�j/��/ 12 13 14 15' 1 — FICE '\Is „ m, _ _ _ REFERENCE l � _ �NR1SE CC T _ - o 1 ..0 - _ _ !'R PROJECT - - -.. REFERENCE GENERAL NOTES,CONSTRUCTION PROJECT MAP DETAILS,AND DETAIL GRADING PLANS FROMEr NUMBER 1 THE PERMITTED CIVIL ENGINEERING SET. p� S 4 n a^0 r MAYPORT ROAD W u ___________________________________ - ---------- --- - _ _ , -rr - - 1 - - � L I i P D 1 > 68.0 Z o. w W ' o i , 6s.o 8 68.0 ;, -I 1-68.0 3 i q,Q 5 6 1 ; 8 9 13 11 2 3 Q i Z '� YrnQ off' 0 1m` I 8 o rn 1 ro o rDu 6a 01 � E. A JI \ o o m -=m o Coen co-f ► N ci l' .m 5' Q _ ' -�1 D+ I I..:,��L rn m 1 N I C°` N 'm fn ._-�' I o 7 coIn 1 Ili 1 7 7 lca Pm I m W m a m m ( a m m� m m o w m , w gr 771 I m m m o n m m f I ua 0oo" orZQ o m SUNRISE COURT SANDY BEACH LANE wo Co i m_ LLoQ T 0w I I :a NIc. ro I I o� _ Z O O O O ® 0 O O Yco IW n m m M 4 Ili 3 0 105 Ocean Gate Or I m i IA z H m (L Z s Q 5 6 1 8 9 1� 11 12 19 ' 1Q 1 �1r0 / \ `� _ - -j n I 'm o F- \ s i .a i W N m m Q " 68. 68.0 68.0 I W- D 68.0' 8 0 __ r i / -o LL \ I Z _ � � . . _.. _ . .L . . / \ 6 z1 �Rpc I I uJIo Ymo = 25 N O O V LL ymo \ OCEAN GATE DRIVE ' �\ is 9y d / I bra W / m /SITE DATA SUMMARY LOTS 4-7 �QUADPLEX BUILDING) PARCEL SIZE AREA - SF: SANDY BEACH LANE: OCEAN GATE DRIVE: SUNRISE COURT Z 102: 2329 106: 2329 121: 2229.5 102:2229.5 110: 1598 125: 2229.5 106:1634.5 Q 106: 1598 129: 1634.5 110:1634.5 J \ g 8�\\'r. ' o SCJ / 110: 2329 114: 2329 a W 114: 2229.5 118: 2329 133: 1634.5 114:2773 122: 1598 137: 2229.5 >'0� �� 118: 1634.5 126: 2329 141: 2229.5 4 AA 5 fl \ 122: 1634.5 H m /� 126: 2229.5 130: 2329 145: 1634.5 (�J Z / / 138: 2329 153: 2229.5 \ $ Q a\ \ 130: 2329 ® W \* w v < ;' 0 3 � � \ / / 134: 1598 \ a ''oo 'c a / /' 138: 2329 142: 2229.5 157: 2229.5 � O \- �m 142: 2329 146: 1634.5 161: 1634.5 \ 146: 1598 150: 1634.5 165: 1634.5 W e ' m / / 154: 2229.5 169: 2229.5 F. 152: 2329 N �� 158: 2329 173: 2229.5 (j1� ',,.� /� 156: 2229.5 160: 1634.5 162: 1599 177: 1634.5 \ \' e 164: 1634.5 166: 2417 181: 1634.5 o \� 101: 2038 185: 2229.5 0.C.D: _ Q / 168: 2229.5 105: 3116 189: 2229.5 205: 2229.5 172: 2329 GRAPHIC SCALE \ G'A� /� / 176: 1598 109: 2229.5 193: 1634.5 209: 1634.5 g Z> m m \ /�' 180: 2329 113: 1634.5 197: 1634.5 213: 1634.5 SHEET moem 117: 1634.5 201: 2229.5 217: 2218.5 9_ /' (ar sE) I m<n- 00 n i�3 i 9 =__--- ------------- — — — — — — — — — — — — — — — — — . . To nT In. ==Z=7 dT ri 1 Z 3 A 5 6 9 10 & \. FFE:14. 6 I FFE: 4.16 ( FFE:14. 6 �f I nI FFE:14.16 e I FFE:14.36 I FFE:14.36 I FFE: 4.26 i j F tMEN n: J I __ n— r _. _1 J PGE I I _ I I L i s C I I 'l0RMYIPFPG�L� L L I _ L _ I_ L LL L L I p NE -\ ' u \ i r . . T . . �.. — I. — .I. T --r — � I T —I I `;i 1 I =JJoo Q f I FFE:14 36 I N® 2 - -� -- — 7 29 I O p 1 Z3 A 5 6 1 8 9 10 02 U. I F :14.46 FFE: 4.46 FFE:14. 6 FF=E-.'l4.66Do F E:14.86 — e.° r ; IA. K Lu 96 o 1ULL : �mm a�25 FFE:14.46 W 2 FFE:14.96 / N a o W \_ -i?, \�000P / 1 \ 11 FFE: 4.96 5 l� 1 FFE' ` 4 ml FFE: 4.36 o f s /,.. FFE: 4.56 A � w \ "(� FFE.14.56 / ® W U. w . �./ GRAPHIC SCALE - IN FM 1 hich- 20 1t 9 ET NUMBER �� I a _ i GRAPHIC SCALE A° m � FRONT OF BUILDING FRONT OF BUILDING 1 _ 0 �h 20 25. 0' o_ 16.51' 116. 6_.50'LI lil 2-550—' - 6 6.50 25.50' O J a N O l W v 16.5' cf)�I o 0 — _ z 165' t 16.5 � I� i ,,20, a, � °' 20''a 5-7' UTILITY Na 20' rn -- rn 20' ' lss5-7UTILITY 16.5s Ii 20 I I EASEMENT > W 16.5' 16.5' . EASEMENT 20 2 0' N 5.5' . 5.5' 20' 5. l (� � I U� 9 (n CI1 I i Un I- cn I U) cn ,�j N I I acne I J j� rn ;y Mi, I o ; 60 v I I i'co J !; V-)jC-0p 1! O ?! C� CD `j O I _ W O I l W O !� I I N - N IHI N N Ut CCD Ui t –i cl I �F LL a �I' Z m Ln X" � ° rnI ' 1r I ! w Zoe3.33 N 3.33Y� .33 Io� � _ ' aLL3.33 3 4, 0 ! Op O 4 r O 7 1� ��� I 'r, w 1 •w Z Nnm LL 16.5' �! cp CA ( O Y I mm I o ! ' 16.5' v 16.5' ®° 16-5' O 3' 1.17' i 33 11 17' 3'1 3' 1.17' 1.33' O 0 5' 33 11.17' _ 3'I I I n X 18 k 4>< 18 18 e LL �� x(18 >• " �„4•� ';18' � -. �a�” .` � n r m r� ✓ x ( 5' UTILITY z �LL ' y� � I x� x.NZ x 5' UTILITY Xy, F' Z EASEMENT �!� r ,;o) EASEMENT I I hf x °' I k. x ?'x J lY�x, xl:/xnO }j F _/ �u ao CO) I I w , I n O I ,. iv XX Y yYX� 1. }�a f .^ Ys v ' X 22.17 19.83' 22 17 19.83 x19 83 r22 17 t ' `. Y ^�;'u 7X y y .. 5= PORTABLE PORTABLE W TOILET TOILET PARKING AREA PARKING AREA & m 8'X16'DUMPSTER 8'X16' ALLEY INCLUDES 8'X16'DUMPSTER 8'X16' ALLEY INCLUDES g PAD CONSTRUCTION POD PERVIOUS PAVERS PAD CONSTRUCTION POD PERVIOUS PAVERS SS QUADPLEX BUILDING. Lots E, N, ®, QUADPLEX BUILDING. Lots fOv Q, R, S, T SITE DATA SUMMARY — QUADPLEX BUILDING EROSION CONTROL NOTES AND SPECIFICATIONS: SITE DATA SUMMARY — QUADPLEX BUILDING OVERALL DEVELOPMENT INCLUDES SILT FENCING. 1.ZONING: SPA 1.ZONING: SPA CONTRACTOR SHALL REFER TO GENERAL NOTES, REQUIRED ROVIDED CONSTRUCTION DETAILS AND DETAIL GRADING PLANS REQUIRED PROVIDED Z H FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2 MINMUM YARD REQUIREMENTS Z 2.MINIMUM YARD REQUIREMENTS PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 FRONT PORCH g' —11' MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 8' 8-11' 4 X W FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. 12' 13-17' W FRONT BLDG. 12' 13-17' INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL 5' 5.5' -1 Q� SIDE 5' .5' SIDE REAR 20' 6-43' LOT. REAR 20' 26-43' W MIN. LOT WIDTH 84' 4' MIN. LOT WIDTH 84' 84 Q Q MIN. LOT DEPTH 92' 2' MIN- LOT DEPTH 92' 92 ® W MIN LOT AREA 92' SF 2' SF MIN LOT AREA 7,725 SF 7,728 SF W cy V MAX. LOT COVERAGE (4-7) 7,7 2.7% — 4075 sf — BUILDING AND CONC. MAX. LOT COVERAGE (4-7) 65% 52.7% — 4094 sf — BUILDING AND CONC. 0 .� 2.7 — 1440 sf — PERVIOUS PAVERS C. 9.3% — 1440 sf — PERVIOUS PAVERS (50%) (u 63% — TOTAL II.— V 2% — TOTAL ra (. OUTSIDE UNITS INTERNAL UNIT A INTERNAL UNIT B OUTSIDE UNITS INTERNAL UNITS LOT SIZE: 2,229.5 SF LOT SIZE: 1,634, SF LOT SIZE: 1,634.5 SF LOT SIZE: 2,229.5 SF LOT SIZE: 1,634,5 SF _ 'a BUILDING: 640 SF BUILDING: 730 S BUILDING: 858 SF BUILDING: 640 SF BUILDING: 858 SF PORCH / AC: 240 SF PORCH / AC: 165 SF PORCH / AC: 240 SF PORCH / AC: 2 O SF PORCH / AC: 165 SF SIDEWALKS: 104 SF SIDEWALKS: 56 F SIDEWALKS: 40 SF SIDEWALKS: 104 SF SIDEWALKS: 40 SF "s PAVERS: 360 SF (50%) — 180 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) — 180 SF PAVERS: 360 SF (50%) 180 SF PAVERS: 360 SF (50%)= = 180 SF TOTAL IMPERVIOUS: 1,243 N TOTAL IMPERVIOUS: 1,164 — 52% TOTAL IMPERVIOUS: 1,196 — 73% TOTAL IMPERVIOUS: 1,243 — 76% TOTAL IMPERVIOUS: 1,164 — 52% — 76% ! O 'p 4 GRAPHIC SCALE lo ° FRONT OF BUILDING W 1` 0 . ' �.• 2 ,mob �- —%" 2 754' CA a L4�: —_ d 20 20 z 0 �U^) -1 w 5-7' UTILITY EASEMENT N- j C/ IIrn a d 5.75 I �N W ( (n I 1 fTlco I § i r7 r' N O N I N N I� O O U? 3 r—iI I a' Z fTl Do w 'm — O Yo 00 4 - 4 I O ®moo '; ;-co O 16.5' OI LL n �_ �m � 4' _ ®o ��o 14.5 2' 2� 5I to x�x: UA- w o >y> I 5' UTILITY EASEMENT °Z yo oLL = aJI Lu 23.75Y 20 50° 3 7 Wm, _ PORTABLE ,,xr r Na LuN TOILET m 8'X16'DUMPSTER 8'X16' ALLEY CONSTRUCTION POD CONSTRU PAD � TRIPLEX BUILDING EROSION CONTROL NOTES AND SPECIFICATIONS: SITE DATA SUMMARY - TRIPLEX BUILDING OVERALL DEVELOPMENT INCLUDES SILT FENCING. 1.ZONING: SPA CONTRACTOR SHALL REFER TO GENERAL NOTES, REQUIRED PROVIDED U) CONSTRUCTION DETAILS AND DETAIL GRADING PLANS Z F" FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2.MINIMUM YARD REQUIREMENTS Z PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 8' 8-11' 0- MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH W FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. 12' ' Llj 5.75 INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5' 5.75' I j -J LOT. REAR 20' 35-43' Z MIN. LOT WIDTH 68' 68' 2 Q MIN. LOT DEPTH 92' 92 O F W MIN LOT AREA 6,250 SF 6,256 SF W J 0 MAX. LOT COVERAGE (4-7) 65% 47.4% - 2,965 sf - BUILDING AND CONC. 0 Q 8.6% - 1080 sf - IMPERVIOUS PAVERS (50%) H d 56% - TOTAL 9L 9 OUTSIDE UNITS INSIDE UNIT LOT SIZE: 2,329 SF LOT SIZE: 1,598 SF .s BUILDING: 640 SF BUILDING: 709.5 SF PORCH / AC: 240 SF PORCH / AC: 231 SF SIDEWALKS: 104 SF SIDEWALKS: 92 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = 180 SF N TOTAL IMPERVIOUS: 1,164 - 50% TOTAL IMPERVIOUS: 1,212.5 - 75% 4 GRAPHIC SCALE FRONT OF BUILDING -� - — — — — I »nano D. � 6N a i W Y °u 1„ WATER LINE SERVICE w°" Q Jme I 1„ WATER LINE I 4" SEWER SERVICE @ �w ZSERVICE >o -- — = 2� MIN. W/ CLEANOUT �� YELL I 4 SEWER SERVICE @ ( ! 2% MIN. W/ CLEANOUT I I LL I TIT-- --� — I T I I T �o w m a t- 1!i i i T I 4A Nim I I I ; i z, �LL m II , I , III i I i I I II I ! III ! I II � I i I i III i VLL >01N w 1 1 I I 1 No; _ . _ . _ . 1 _ . ------— —-------- — -- <o L � ! --�-- - ---- ' -- -�- ---^--- -a `—' - -- -- Na W ! REF. DOUBLE WYE REF. DOUBLE WYE PLAN DETAIL PLAN DETAIL m SAN SAN- SAN AN SAN SAN SAN SANSAN SAN 8 �g 8" PVC » 8" PVC 8" PVC S.S. (TYP) : WATERMAIN (TYP.) 8 PVC S.S. (TYP) WATERMAIN (TYP.) TRIPLEX BUILDING QUADPLEX BUILDINGj zz UTILITY CONNECTION NOTE: 5 x 1. UNITS THAT ABUT ALLEY SANDY BEACH LANE HAVE a J WATER AND SEWER UTILITY CONNECTING FROM THE Z d ALLEY SIDE OR REAR SIDE OF THE UNIT. O a 2. UNITS THAT ABUT ALLEY SUNRISE COURT HAVE WATER AND SEWER UTILITY CONNECTING FROM OCEAN GATE DRIVE OR THE FRONT SIDE OF THE UNIT. uJI Z Z Q NOTES A. CONTRACTOR TO COORDINATE HATH CITY OF ATLANTIC BEACH FOR CONNECTIONS TO EXISTING UTILITIES. W B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. V C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. cy o L E G E N D J Q SYMBOL DESCRIPTION H _ _y_ — PROPOSED WATER LINE 0. PROPOSED SEWER LINE W, o SEWER CLEANOUT ~ ff ss ® WATER METER aaEr a a_ N z3 GRAPHIC SCALE S t0 0 6 m w W FRONT OF BUILDING - FRONT OF BUILDING "Q" (nater) cV L o iC I CC � i+ten= zo rt CV I m N o a fi I n N 0 s � 4 ' LLL z j . y I I I i_ li I o Q ; I a h� U L i IA- 11- I I I I I v1 �Mm Q d-Z'Lu- z> W. m I I I I I i i i W. vo _ LL a Uj < W WLL � Fo gQ ALLEY ALLEY m a m rIASTEfR �� � I QUADPLEX BUILDING TRIPLEX BUILDING i SYMBOL SCIENTIFIC NAME GOMMON NAME SIZE COMMENTS SHADE TREES W AR Acer Rubrum Red Maple 'Flame' Quercus virginiana Live Oak 05 2al. 12' ht. 5' spd. 3" cal. Ulmus parvifolia Drake Elm 65 eal. , 14 ht. 4 spd. 3 cal. Z J UNDERSTORY / ORNAMENTAL TREES (ALTERNATIVES) a W i W H Q Gallistemon viminalis ' Red cascacle, Red Cascade Bottlebrush (Weeping) 3m eal Vint, 2" cal. min. - Standard (L In (� Q Z Z Cercis canadensis 'Forest Pans ' Forest Pans Redbud 30 clal 8' ht. 2" cal. min. U Q Q N ® W ` Ghionanthus vir inicus Fringe Tree 30 gal 8' ht. 2" cal. min. Z 4 Fei joa sellowiana Pineapple Guava 30 ga I 8 ht. 2 ca I. min. cy _ J Ilex Vomitoria Yaupon Holly Tree Form 3>a al 8' ht. 2" cal. min. V W A. Macinalia soulan lana 'Jane' Jane Ma nolia 30 gal 8' ht. 2" cal. min. W �. Prunus x yedoensis Yoshina Gherry 8 ht � ~ 3® a I . 2 ca I. min. E. g3 7