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173, 177, 181, 185 OCEAN GATE DR - NEW SINGLE FAMILY IN QUAD PLEX - DRAWINGS I� CONTACTS DRAWING INDEX PROJECT OWNER: ARCHITECTURAL DRAWINGS BEACHES HABITAT FOR HUMANITY 797 MAYPOT ROAD A-001 TITLE HE INFORMATION ATLANTIC BEACH, FL 32233 -101 FIRST FLOOR 904-241 -1222 A-1 02 SECOND FLOOR A-103 FOUNDATION PLAN ARCHITECT: -1 04 ROOF PLAN JULIANNE N. OVERB , RA A-1 05 FIRST FLOORL T I L LAYOUT PLAN b*tat 2452 PULLIAN STREET A-1 06 SECOND FLELECTR,"%'-'***AL LAYOUT PLAN Ha. ' I, JACKSONVILLE BCH, FL 32250 A-200 EXTERIOR ELEVATIONS jnoverby@att.net A-300 WALL SECTIONSIL 904-704-362.6 ph173 A-301 STAIR CTION AND DETAIL BEACHES HABITAT F 177 OCEAN GATE DRIVE ( UNIT 1B ) TY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 181 OCEAN GATE DRIVE ( UNIT wC ) 904 241-1222 FAX: (904)241-4310 185 OCEAN GATE DRIVE (' UNIT wDw) ARCHITECT: Julianne N. Overby, RA ATLANTIC BEACH , FL 32233 Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 i.mail: jnoverby(a,)att.net FL..AR- .FL.ID-4621 QUADPLEX -ADD2BUILDING TYPEa PERMIT2 STORY, 3 BEDROOM ATTACHED SINGLE FAMILY HOUSES D D D M N 0 LL DATE ISSUED: NOVEMBER 1 , 201cacao LU AREA CALCULATION SUMMARY BUILDING AREA A BUILDING AREA (B) FIRST FLOOR A/C: 565 SO FT. FIRST FLOOR A/C: 305 SQ FT. OFFICE COPY SECOND FLOOR A/C: 605 SQ FT. SECOND FLOOR A/C: 553 SQ FT. REVIEWED FOR CODE COMPLIANCE TOTAL A/C: 17170 SQ FT. TOTAL. A/C: 1 ,353 C2 FT. crn OF ATLANTIC BEACH GARAGE: N/A GARAGE: N/A SEE PERMITS FOR ADDMONAl PROJECT TY 11 LEX- 2 REQUIREMENTS AND r.0NDfTI4NS FRONT PATIO: 120 SQ FT. FRONT PATIO: 99 S FT. rMvlEIVEoVA q. � . r�rs�u� : NOVEMBER 1s, 2 's er. REAR PATIO: 55 SQ FT. REAR PATIO: 40 S FT. REVISIONS: STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. BUILDING CODE SUMMARY BUILDING AREA (C) BUILDING AREA (D) CODE JURISDICTION: DUVAL COUNTY FIRST FLOOR A/C: 305 SQ FT. FIRST FLOOR A/C: 565 SID FT. FLORIDA BUILDING CODE - 5TH EDITION SECOND FLOOR A/C: 553 SQ FT. SECOND FLOOR A/C: 605 SQ FT. OCCUPANCY CLASSI ICATIO : : RESIDENTIAL T TITLE . . TOTAL A/C: 113.58 S T. TOTAL A/C: 1 ,170 SQ FT. TI L TITLE SHEET GARAGE: N/A GARAGE: /A FRONT PATIO: 99 SQ FT. FRONTPATIO: 120 SQ FT. CONSTRUCTION TYPE: TYPE -B (WOOD FRAME) REAR PATIO: 40 SQ FT. R _PATI 5 FT. SPRINKLED: . FIREDISTRICT: O STORAGE. 25 S T. TORR S T. -B ZONING THE PROPOSED STRUCTUREI SHEET NUMBER WITH THE REQUIREMENTS OF CHAPTER , ZONING CODE FOR RESIDENTIAL DISTRICTS, I 1 MAXIMUM I L I G HEIGHT OF THIRTY LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. (351-011). BUILDING COMPLIES WITH THE SEPARATION RE IRE E T SET FORTH IN FBC BUILDING HEIGHT- APPROXIMATEI . 261-311 2004 - 704.4 ABBREVIATIONS: GENERAL NOTES: AC AIRCONDITIONER OHC OVERHEAD CABINETS UC UNDERCOUNTER 1. PROVIDE 4'-0" MIN. NOWCOMBUSTIBLE 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. CH COUNTERTOP HEIGHT R&S CLOTHES ROD AND SHELF WD WOOD DR DOOR REF REFRIGERATOR WH WATER HEATER BLOCKING NOTES; DW DISHWASHER SD SMOKE DETECTOR 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 FLR FLOOR SGD SLIDING GLASS DOOR BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. HB HOSE BIB SH (#) SHELVES (QUANTITY) MC MEDICINE CABINET STAIR NOTES: MIR MIRROR 731-01' MTL METAL 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) �SEPARATION q SEPARATION 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 EQUALLY SPACE TYP. 1_ 11 1_ 1a ! 4. CARRIERS ARE 2x12 EQ ( ) 20 0 16f-61116 6 20'-0" Beaches 5. TOP OF HANDRAIL INSTALLED @ 34" - 38"ABOVE FINISHED FLOOR / TREADS AS -- MEASURED FROM NOSE OF TREAD. C ,, *tat, I WINDOW SIZE NOTE: A-200 Ha 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY 1 WITH FLORIDA BUILDING CODE MINIMUN NEW CLEAR 5SF OPENING ON THE1P 1_ 44 4_ 14 11 10-0 for Humanity' 66 66 100 GROUND AND 5.7SF OF THE SECOND FLOOR. ❑ _ _ ❑ PATIO I — -1 PATIO BEACHES s a , UTILITY UTILITYDESIGN NG.JRWA �y HABITAT FOR NON-SYMUTIUQU ' E 3 ,Y; E I N'Ls 31-6" 2'-511 4'-811 X 2668 8'CLG. 8'CLG. 2668\ 41-811 21.511 3'®611 y l , , ('--- HUMANITY tflE #� --- — 797 IVIAYPORT ROA® HB I coI 3052SH 3052SH i I ATLANTIC BEACH, FL 32233 TRASH w l EGRESS EGRESS \ & AJC (904) 241-1222 FAX: (904)241-4310 va TRASH SIDS S ,�I -� & A/C. _ 01 _ BEDROOM #1 o = BEDROOM #1 1 = "ARCHITECT: 8'CLG. -1 8'CLG.t `, I `�, 00 Staa+d 2"by 4!'sitlid saa� csd sols baud llr°° sr tvvo tqV Plates acid a siiagle bottcarn plate � � J � � � � F � � r t (l tass Fiber itasidatiOn nrtrattz3assti f�_ .l' . 1 Il 1 P1 1 11 1 11 0 1P 1 1a 1 11Julianne • verb attar b W I 4-6 4-10 7-2 7-2 4-10 4-6 I 91-091 11 -0 �s 11 1"1s, sum WaR boa , i4e :-at8'2"I`l ie 3s 4 s at aRbeaard,oneuted- rti ;and fastened xx ith I-3.4"crap-head tam nails,spaced i " RAW oc At board edges and infield areas,tai 1-1;1"T dry,-wall strews„spa ed S' at ILGard edges andiil field meas of bgwds, � E�rcY1lt�CtLdral ar1C� 11Ite>"fl®T��Slgfl1 1 n 1 " apsuw eathirag,Sid Bs„8':°"Type X Tswn sheathing ff stenerl wi 114"long� ra- spaced T7 oc,5laeat�edge j to sisal$ 1 1 -® 9-® LL I 5®68 5®68 I 31-6" be sugm-ma from these sail opposite sides of the aaail' � - Julianne N. Overby, R.A. ° Iitiraeit4tetatSidiaig: ,1t5'at#tiear eterkiazsiiug $te3aser zlat4arec'si€xstalta#iaiiaiast3ailiai \\ BI FOLD/., IFOLD // I _ 2452 Pullian Street \ � _ _ / Jacksonville Beach, Florida 32250 CLOSET �, CLOSET t 3068 1 4 W _ _ _ _ 904-704-8623 3068 --- � — -- — -- — H I I — R&S N N R&S E i w ® Email. noverb a att.net PATIO 2 O i t O Of U) PATIO l Y� Z I V 2X A L 2X ALL I — FL._�R-001 060 a PL.m-4621 C14 A-300 w I � MIR 4ROR Iwd � C) ATH OOM ® L W ' 00 I N co 0 ? �J�')_ 8'C G. 8' LG. _ / 00 'j N 00 - 6°-4" 3°-10" 9'-1011 1 CD ® -- O 1 If M U- 4 ' co b 42"VANIT I TRASH A/C i 11 \ 1 P TRASH & /"l/V I VAIMI I I 5'`418 / 31?"Y®" 3 : 5-4 c 4'-6" 3'-2" 3'-2" 4'-6'° I P Do _ PRE- FAB _ PRE FAB PRE FAB - - w C _ 3 X3 'd 37 X3 'd ® C) w UTILITY _ l ) \ 0° / _ UTILITY - ® 3068 ` CL R CL R 3.068 - I 8'GLG. 8'cLG. - ( ---- --- REF 00 i 1co B (D \ °I' co' REF U �' _ 6°-009 2X6 WALL WALL o PANTRY ' 1 PAN RY ® I 91.41' IL 8'CLG. = = 8'CL oI E q ® d REF I U i �� R F 00 _i In f3' oo _ ® 1 ; s U REF 1 _ p �_ _ I _ WOOD FRAME GON TRUGTIO�I �ry H R I— eo - _ � 00 J I � p = N � ao J �� _ �y �� I S E �a ® N ® 1t� CU p r- r O Lr) ) II, 1 it rr rr yrjo LO 1 O' T �F G- �im3.8 _ 1 - Iill TA ATiOeI ME NOCK R ® 4 1 0 _ OM I Ai`�l I� I I Ui 37 8 GONE G PLrD _ _ WEATHER RE61TIVE BARRIER CWRP3.)APPLIED RIOR TO THE WINDOW INSTALLATION. 7 d ry� � 8-2 8-6 .rt T �/� LEAR 8.9_ � 1 II i 11 V y /�\t aYJ FLASHINGrt APPLIED THE FACE OF THE MOUNTING,FLANGE. m m f CLEA � L A-200 KITCHEN - KITCHEN — __ �� SECTION A 1 11 __ I� I ..... _--{ � 9 41 2-4 = 8'cLG. f 3068 3-2 #N WATER SHEDDING FASHION, M - - STARTING ATTHEBASE OF THROUGH WINDOW JAM5 3068 8'CLG U ® K I TC H E N " ®i \ ; THE WALL a WORKUj ING TOWARDS _ _ THE TOP,INSTALL THE.WRH - _ _. _ ® �'� In 8'CLG. I ------- TO THE FACE OF THE r� N = -- }-- KITCHEN ® 1 = \ BAT SHEATHING, �SEALANT SEAD LL7 BATHROOM O O i ® _ ® O O �j ® H ROOM HEHMD MOUNTING 1 1 D W i - _ 1 ()APPLY ALL FLASHING 4arr.`) FLANGE,. 8'CLG. J.�' co � ---- LLI ® 8'CLG. �° ® / \_ C01 - ` 8'CLG. f v _ .APPLY HEAD OF SEALANT ! � .. --- AT-HAG{:. WINDOW CD W - - _ 2 - t0 e9 ® p - A-20® FLANGE TO HEAD 4 HOTH I — — --- — — HVAC I > _ - --I O 1 O — C LL HVf"..0 — — — — --- — — J/��1 , JAMBA.APPLY A SEAL THE WINDOW FR4,M TO OPENING. s- -_-, �� 1 O O O O _ 1 J DISCONTINUOUS HEAD TO APPLY A 3'S"NOM.DIA.TO THE HACKAID '�` -=-1 _ HOTTOM FLANGE LEAVING LINTERIOR)OF THE WINDOW FLANGE,I4S LI E ";_.'." flH ® IDW I II DW ® ry E 1 (2)2'GAPS. WITH AN"r'PRE-PUNCHED HOLES OR ALO S, ———— — 1 ' --- ------� I. 9i/1 1 IB 1 9P 1 11 WALL (a)SET WINDOW USING PAN HEAD //'u\� 7'-8` LG. — -- —.— - — — — — — — T-8' G. 2-6 71-411 41-211 4[ P+ INSPECT TO FACILITATE " - FLASHING q�� 4°_21 ryP_(Zle 2x_641 �H - — - WH - H V is WH Q JAMS ELMS HH NGx SEALANT BEAD SE7WEEN v v fl H qC A lJ ©APPLY JAMS PLASH{NG APPLY Cc)QT.SEAL TO THE OUNTING FLANGES Ar FLASHING AND MCUNTIW4 FLANGE. — — — THE TOR tHEADl AND SIDES JAMES) WINDOW. _ - --.._ — — - - -----� — — � APPLY15EADCCAEALANT ® 41_211 41.211 51.811 2,-619 2°-611 6'-0°' 4'-2' 3'-10'° d ® MECH EMHED JAMB FLASHING INTO SEALANT AND FASTEN ,r"'""' AT HEAD IN PLACE. (FLASHING GOES VER SEALANT?.--7 MECH CO W p. / _ o W ® T-8'CLG. 1 APPLY HEAD FLASHING , �F 7'-H'CLG. ® > 0 � LL g REMOVE PREVIOUSLY APPLIED j N = co N N p CO TARE,.ALLOWING W TO LAY j //''^�� q FLAT OVER HEAD FLASHING.. ,i' -'/ — — ® GREAT R®�.f M Q -1 1 -1 ® G R EAT R O O M — j/� CLG. V Li 8'CLG. i 3 TORAG APPLY NEW SHEATHING TAPE J� — — 1 111%ft 00 00 OVER DIAGONAL CUT=SEE -'" .f - i I r SECURE WRS T® G 8 DIAGRAM. / t E AT HEAD ° f / = 7 7 VARIES O VAR ES I 1 oo . 0 41_ 11 21_21 1 _ 6 s N 21-611 P-10'° ,= r N iv J n- J a - 1 o 1 1 5 5 PROJECT TYPE: QADLEX-ADD2 ,. 8 in ® � � L) o L0 8 FLA+4W.AT HEAD EXTENDS 11 4. II 10 4 1 7 TE ISSUED: NOVEMBER 16 2015 BEYOND JAM FLASHING. 1 I _ l t 7 ® 3 II iso e� ® I 3 0 ti . 1 2 �- a- 2 REVISIONS -' O �- O I 1 6 I QHEAD FLA�HIhICs 6 i � Q O 1 SEALANT r I EMBED HOTTOM OF THE HEAD PLASHING AGAINST THE PREVIOUSLY 5 Q 1 Q 1 Q 5 APPLIED SEALANT MF 46441W.GOES ' OVER SEALANT).EXTEND NEAD U �- _ d o i FLASHING HEYOND EACH JAMH 4 _ ® GREAT ROOM GREAT ROOM re - 4 FLAAH.ING,FASTEN IN PLACE. CD u 3 O 8'CLG. 8'CLG. O �_ 3 I I - O O - N � i 1 A I 2 1 2 JAM3LA3HIN�x 1 Q II 'i 1 EXTEND-JAMB FLASHING TO / ., ,% ~...-''JJ I.: `� a• N ;J OVE�AP SILL FLASHING. TUCK TOP %"`9 OF JAMB FLASHING UNDER THE FLAP - ,.,K./ I 1. OF URB AT THE HEAD,SEE DIAGRAM. (D I'�,r I' ,i / SEALANT h �,, 2 I - 1 I 1 � � _ j / 00 N N _� - - ( ' ce cit ALL.FLASHI�k's I Q LC) '� tL� \ 1 A-3OO O _1 / (Q �. In - O O r _ d O - " SHIM AND ADJUST WINDOW To ACHIEVE lin., d' N L'`'7 SHEET TITLE. ! ® j g5,A D LEVEL CONDITION. USE o ROSIO°` N 2852SH 2852SH r / (D /( 1 WINDOW MANUFACTURER APECWICATI - \ 2852SH i 2852SH I I -2 �4-0 3-2 6-8IN 3-2 4-0 6-2 1 tl 1 it 1 II 1 11 \ 2 / 1 II 1 41 1 !1Kb f1 It, ATI 1R RESIaTANT - O AT A 46 DEGREE R ANGLE,CAREFULLY CUT THE I I j O co ` A'�OO / �y Tg;EDGE ON "r-E1 5ARR£R USP AANYDRTAAiPE THE t co I- CD SEE.NOTE 2 TOP CORNERS AND CENTER TorNEEX7ERIOR 2 3 SEE NOTE 2��11 _ / 1 HR. FIREWALL Q - : SURFACE ABOVE. 1 1 _ 1,-011 TEi�iOR �r'IEi�S f 1'-0' A-301 A-301 1 HR. FIREWALL 2852 2852SH ® I � I BOTH SIDES r' P LEFT CORNER OF WINDOW � � BOTH SIDES e- 2852SH 2 52S 6i-818 _ "�t'1 M ❑� r❑� ❑� 2'-8" 4'-0" 3'-2" 6'-8°1 61.811 31_24P 41.0°1 21_811 r-❑-� r❑� r-❑ (7 \ p J L J L -i L J L J L OYES: � 11_oa4 SEE NOTE 2J 11-0" n - 10'-0" 10'-0" 1 HR. FIREWALL 1OP-0a' 10°-0" 1. flashing lobe fle)dbteself-adhesive type(min.4°wide) C) FRONT PORCH FRONT PORCH ® SHEET NUMBER $III pan flashing r BOTH SIDF�S r r 2, ever sill to at least depth of window,plus 2"onto face of wrt C0 sloped surface ❑J L❑ ❑J L❑ I '"` (optional) the pan shall direct water to the exterior over sill flashing 1 11 1 11 1 11 1 11 1 -0 1 -0 1 -0 1 -0 sill plate install flashing around remaining window unit _ AM . weather resistive barrier to form water shedding laps see note ILL PAN FLASHING bbaarrriererresistive Ii TS (optional) UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D1 wall sheathing I / Prepared 6y 1504F First Coast Chapter 9-t1-2013 1 FIRST FLOOR PLAN A `� A-101 SCALE: 1/4" = 1'-0" A-200 GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COM13USTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDiTIONER R&S CLOTHES ROS 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 33" (CENTERED)ABOVE FINISHED FLOOR. DW DISHWASHER UC UNDERCOUNTER 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 EQUALL SPACED: (TYP.) OHC OVERHEAD CABINETS 731_011 5. TOP OF HANDRAIL INSTALLS @ 34" - 3811 ABOVE FINISHED FLOOR / TREADS AS OPNGOPENING MEASURED FROM NOSE OF TREAD. OPT OPTIONAL ° SEPARATION C SEPARATION SEPARATION 20-0Beaches �" WALL 161-611 WALL 161-6 WAIL 20-0„ WINDOW SIZE NOTE: I 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH I*,tat FLORIDA BUILDING CODE MINIM JIM NEW CLEAR 5SF OPENING ON THE GROUND AND 5.7SF OF THE SECOND FLOOR. for Hufflamty I I BEA Y I ai I x CE I L HABITAT FOR ! yz HUMANITY I I \y L 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX- (904)241-4310 i { ARCHITECT: 3 Julianne N. Overby, RA Architectural and Interior Resign Julianne N. Overby, R.A. 2452 Pullian Street I ' I w Jacksonville Beach, Florida 32 250 904-704-8628 1 email: jnoverby @att.net : i ” ' 1 n 1 n 1 i 1 11 1 1r a n 1 n + r 61-611 61-10111 6-8 61-611 1-6 61-611 6-6 �,3-6; 6-6 6-8 j 6-10 6-6 FL.AR-0017060.FI..ID-4621 00m"% a m MIN am 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH EGRESS EGRESS j EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS 04 9'-10t1 10'-211 31I 211 131-411 131-411 3'211 10'-2 911-10' BEDROOM #2 BEDROOM #1 j "111111111111111111110 %ftwoo BEDROOM #2 0o BEDROOM #3 06 U) i p 1 00 _jo 8'CLG. a'cLG. ® ® I BEDROOM 3 00 BEDROOM #2 f� 8'CLG. 8'CLG. W fO 0 r' ® p ) 8'CLG. 8'CLG. Cq 1 '� � r r � � LO 00 m m00 04 N i , I � I — , 3'-1011 _ 3'-1011 j 3'-1011 i= 3'-10" 0 00 068p� ®�2%; 068 t_' 306 - �a� ®�q, 306 a R&S - - 3i - - -R&S — - - e R&S ATTICS R&S ATTIC _ ATTIC SAT IC I ACCESS _ ACCESS p ® I , ESS � _° L ----- ACCESS 0 0 v� - 3068----i �- 00 O 00 a - -� �(}/�(��N/' vy) 3068 e� In CV 1 11 - i Il 1 11 1 11 1 " / 13 1 15 - o o - 15 13 _ i 1- 11 1_ 11 1_ 11 1- 11 co 1 I' LO 0 '� 3-4 �'' 3-10 3-$ 2-0 6-$ L0 � _ -� _ � 6 8 2 0 3 8 3 10 i 3-4 / - 15. IN / 12 1 II �... 41_0 11 1 11 IN N �6-8° 41 ®11 �2 it 15 1 - \ 14 BATHROOM 10 JIr 10 BATHROOM I 14 13 _ 8 CLG. / T ® �_ ® 0 8'CLG. ( �' 13 12 ® 8 306 3068 8 o ! 12 / 10 ( � «> CC ® V 6 ® \ ® 6 VERIFY o -' 1 I� 10 9 "- TUB R.O. 5 `� ®� - ® 5 TUB R.O. ) r*ft 00 00 IN 9 8 -- - ! 1 8 4 THROOM `� `� BATHRO `n 4 7 00 3 8'CLG. 8'CLG. 3 I 7 - _ \ cs� 0 6 ® 6 ® P OJECT TYP : QUADPLEX'-ADD ® / _00 p / l _ / VERIFY VERIFY \\ �1 p 5 Oo J Oo J 5 4 cn ® o �\r t� TUB R.O TUB R.O. �� o ®� cn 4UL ATE ISSUED: NOVEMBER 16, 2015 i� MASTER m 3 VISION 3 2 MASTER l �1-811 j 2 BEDROOM1 11 1 11 ° 111 11 1 11 BEDROOM 8'CLG. 9-4 31-611 21-8111 31-611 91-411 I 8'CLG. CLOSET a ® CLOSETS o ® 8'CLG. 106 � I 04 � � I0 06 d C14 U_ BEDROOM #3 00 ®' 00 ® ® BEDROOM 2 `O -- -- — - 8'CLG. 0 t_ 0 u- 8'CLG. - — R&S R&S c0 2X6 WALL CD r 3052SH 3052S 6 m8 3052SH I 3052SH ,1 SKEET TITLE 6'-8" - EGRESS WINDOWS EGRESS WINDOWS - c� 3052SH 3052SH LLh F=X=71 2X6 WALL EGRESS WINDOWS 2X6 WA R 3052SH 3052SH EGRESS WINDOWS on, PLAN On 10'-011 - 3'-6" 6f-V'1 61-611 31`_611 61-611 61-611 31-6.11. 61-611 61-611 3°-6" 10'-0°'. mA , 1 11 �J CJ 1�J 11 (� 1 11 1 II \ d 20-0 16-6 16-6 20-0 0 SHEET NUMBER AM UNIT 'A UNIT 'B' UNIT 'C' UNIT °D° Min Aff In 2 1N FL O PLAI PERMIT A-102 S('ALE: 1/4" = 1'-0°' \� SLAB NOTES: LEGEND: 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM " NS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED -4�" INDICATES A STEP-DOWN OR RECESS IN EL. 0'-0 . SEE PLA CONCRETE SLAB W/ MINIMUM DISTANCE FLOOR ELEVATIONS. DENOTED 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING 2 500 PSF. IT SHALL. BE THE CONTRACTOR'S RESPONSIBILITY TO ® " INDICATES SLOPED CONCRETE SLAB: 1/3'° PRESSURE OF , 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. POL ETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) SEPARATION CE SEPARATION SEPARATION 4. VERIFY LOCATION OF ALL INTE IOR LOAD BEARING PARTITIONS W/TRUSS WALL WALL WALL 11 ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. 20'-0°' 16°-6" 16'-6" 20'-0 Beaches 5. THE HEIGHT OF ALL STEP-DOW S SHOWN ON DRAWINGS ARE MINIMUMS AND MAY *t- VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. H , i ,at Y2„ /2alb e, 6. VERIFY LOCATION OF ALL PIPIN AND CONDUITS REQUIRED BELOW SLAB. (SEE 16'-5y2" 16°-5f2°' for Humanity FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS 2°° 2 NOTE: ROOF TRUSS ENGINEERING NOT AILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF EQUAL ®® EQUAL I— 6'-6 ® � 6'-E ®� EQUAL EQUAL HABITAT TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. I L ITS w o w � U) 797 MAYPORT ROAD F— _ ATLANTIC BEACH, FL 32233 SLOPE - --- -- -- -- ---- -®— --- ------- ---- I � � I- SLOPE I (904):241-1222 FAX: (904)241-4310 ARCHITECT: ® coI I I I Ico 00 g igJulianne N. Overby, RA 11 11 -0 11'-0" Architectural and Interior Design 2 Y2 Julianne N. Overby, R.A. 2452 Pulhan street Jacksonville Beach, Florida 32250 ---- - - ---- - 3'-61� 31-611 -- �- -- —®� — 904-704-8628 I g L Email: jnoverby@att:net Uj F.L.AR0017060®FL.IDS-621 3'-11%2" Y2" Ig I I gg Y2„ 8°-11%2" i I CL oI II Uj I ILU I I00 :D co I I 1 I a +-I I d I� Uj CD I II ISI' I I s !w ® �' I Ig I j I gl BM ® ! gel a IMEOW � II = I g = 1g / Ilo co 4111111111111110 I II'I °D r--- ---- - - --- - -7 - - - -- --� r %WWO %1111111110 J� I t �� r---- ----�— ® __ - - - -- -- --- L ! I ® g I I o 1Uj LU LU w to - I I LjL ® I I I �e Iv vI 1 > I Lam 0 / I I w jglft I I \� l A�eI I o o 1 11 I \ OLMA Z!Q I I 10 �� . I I o I I � gW LU LU W i j� °� I I x 7-- �q�%d 0 00 0 A/ X I 40� Q I I I I l � 1 I I7 w Uj LU LU g I X I I I g i I l k l I g I I I I I o I I I CN co M I r*ft r*ft CO CO FIRE I I I L ! +01-011 1 TION I +01-011 FINISHED I I I 1 FINISHED FLOOR 1 I I I I j I FLOOR I PROJECT TYPE: ADPLEX-ADD2 NAVD FFE = 14.36 I I I I +®°�O,o I I NAVD FFE = 14.36 I DATE ISSUED: NOVEMBER 16, 2015 +0-0 I � FINISHED FINISHED I I I REVISIONS: FLOOR I I FLOOR I NAVD FFE = 14.36 NAVD FFE 14:36 I I I i I Ig I I I I i I I f I ISI i I I I L I I ! I --- -----� SHEET TITLE ISI IFOUNDATION N I I I g L -- --- I ' PLAN ® L - - - - ------ -- ----- - vy CV E0 f � N ❑ ❑ ❑ wIL -0'-1/2" -0'-1/2" w El El0 w cn ° SHEET NUMBER cn OFFICE COPY ❑ ❑ ® ❑ Y2" EXPANSION MT. �2" EXPANSION MT. 1" EXPANSION MT. 1" EXPANSION MT. jrA 11"im" %g m;k 19'-11" 16'-5' 16'-5" UNIT 'A' UNIT 'B' UNIT 'C° UNIT 'D' 2FOUNDATION PLAN PERMIT A-103 SCALE: 1/4'° = 1'-0°° SET FIBERGLASS ASPHALT SHINGLE ROOFING OVE 30# FELT OVER 7/16" OSB OVER (PROVIDE ADDITIONAL 15# FELT LAYER @ 2 12 SLOPE ROOF) PRE-ENGINEERED ROOF TRUSSES EE STRUCTURAL INSULATION BAFFLES BETWEEN ROOF SLOPE 12 EACH TRUSS VARIES HURRICANE CLP @ EACH TRUSS SEE ROOF - SEE STRUCTURAL DRAWINGS PLAN (2) 2x PLATES- SEE STRUCTURAL (2) LAYERS OF 5/8" TYPEX' GYPSIJM WALL BOARDBeaches . BASE LAYER APPLIED AT RIGHT ANGLE TO TRUSS W/ 11/41i TYPE 'S' DRYWALL SCREWS @ 24" O.C. FAC LAYER APPLIED SEPARATION SEPARATION SEPARATION AT RIGHT ANGLE TO TRUSS AND THROUGH 3ASE LAYER W/ 1 WALL WALL ,HALL b' 7/8" TYPE'S' DRYWALL SCREWS @ 12" O.C. SEAL VOIDS AND a, at PENETRATIONS W/ FIRE CAULK AS REQUIRED BY CODE. 01 - anft EXTEND FIRE SEPERATION THROUGH EAVES AT .- EXTEND FIRE for Hu'm 'Y' FIRE-RATED WALLS SEE PLAN FOR LOCATIONS SEPARATION e METAL DRIP E GE OVER METAL - BEACHES-- -- - /-- - -- ----- - ------ -® WPAPPED 2x6 FASCIA R-30 MIN. BLOWN-IN ' HABITAT F OR VEN 1 ED VINYL SOFFIT _ el INSULATION a D 4 D 4 TYP. / INSTALLED PER q HUMANITY MANU ACTURERS SPEC. I 1/2"GYPSUM WALL BOARD. MUD q 797 MAYPORT ROAD AND TAPE ALL JOINTS AND —— —— —— ®®®® ® ® ® ®®®®—®®P VI YL "F" CHANNEL FASTENER HOLES. SAND ALL / ATLANTIC BEACH, FIL 32233 SURFACES FLUSH. (904) 241-1222 FAX: (904)241-4310 R-19 BATT INSULATION 1212 3 > ,� \�''�., 3 � ARCHITECT:NE ROD SYSTEM 0 � ® / / / SEE STRUCT RAL DRAWINGS �i ® I I Lj Julianne N. Overby, RA SOFFIT ADETAI L Architectural and Interior Design A-102 SCALE: 3/4 1'-0°' FIBERGLASS FIBERGLASS Julianne 52 PullianoR.A. Street �- ASF HALT i ASP ALT —� Jacksonville Beach Florida 32250 � ® SHINGLES � � SHINGLES I--- .��—® .® / I 904-704-8628 Ll9 I I Email: jnoverby@att.net I I Uj ® C� � I I FL:AR.-001 1000®PL.ID-4621 / 0 so ----- ---- _ — ® N N EXTEND FIRE � %f �I EXTEND FIRE METAL ROOF I I� METAL ROOF , � � BELOW'. .. . �I BELOW SEPARATION SEPARATION 04 /// NO PENETRATIONSNO PENETRATIONS / / NO PENETRATIONS \ I I WITHIN 4'-0" OF THE / / WITHIN 4'-0" OF THE /f WITHIN 4'-0"OF THE w LU LU LU 2 HR. FIREWALL / 2 HR. FLREWALL 2 HR. FIREWALL L \ I I % / I FIBERGLASS / ASPHALT / / LU `I SHINGLES I 41-('!11 / /'1-011 �� FF 4'-0'1 4'-` 11 4f.7" ®FF �41-9I1 �,-®11 I. tJ `f 48 O RIDGE VENT RIDGE VENT LU w w LU `k z I � � / w 1 o >> RIDGE / o W ----D N ! 12 ® 12 4 i EXTEND FIRE 4 I/ � N EXTEND FIRE I � SEPARATION / I SEPARATION / / I PROJECT TYPE: QUADPLEX-AD 2 / I DATE ISSUED: NOVEMBER 16, 2015 i FIBERGLASSREVISIONS:I ASPHALT SHINGLES / I / I 12 12 I 4� 4 I ; I I SHEET TITLE FIBERGLASS FIBERGLASS I ASPHALT ASPHALTROOF ---- ------ ----- ------ SHINGLES � ( SHINGLES -r®-------a--® ®® ®®—...-®® PLAN - ------ -- -- I 04 METAL ROOF — ®— ——————® METAL ROOF BELOW EXTEND FIRE I Q---_/ � ] —� i /_ BELOW `� I ——-- -—-———SEPARATION — EXTEND FIREI EXTEND FIRE SEPARATION II SEPARATION METAL ROOF SHEET NUMBER N BELOW II cv METAL ROOF -- AM . --- -- - -------- -- --- I `— BELOW d = w1 UM4 UNIT' 'A' UNIT 'B' UNIT 'C' UNIT 'D° 2 ROOF PLPERMIT A-104 SCALE: 1/4" = 1'-011 \ \� 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. =(D-- 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED %mQ-- 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TC BE TOGGLE-TYPE SWITCHES. 49: 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE OCATED MAX. 18 ABOVE FINISHED FLOOR. 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET -69- SWITCH Beaches -64 SWITCH-THREE WAY 0-1 PUSH BUTTON SWITCH ® DOOR BELL CHIMES ! ! Hal 't-at; 0--i CABLE TELEVISION OUTLET 0r 'Humanity' - LIGHT FIXTURE-CEILING MOUNTED 20 XHHW AL -( LIGHT FIXTURE-WALL MOUNTED BEACHES FOR Q SMOKE DETECTOR-CEILING MOUNTED j HABITAT SMOKE DETECTOR-WALL MOUNTED �❑ .�- _ i _. � El HUMANITY 150 AMP PANEL ! \ 797 MAYPORT ROAD -0- ® EXHAUST FAN / o ° ATLANTIC BEACH, FL 32233 ELECTR CAL METER �--o --/ (904) 241-1222 FAX:. (904)241-4310 AND 150 AMP BREAKER ® ELECTRIC PANEL ` 90 3" CONDUIT, RUN TO POLE ® � o x QUICK DISCONNECT � � m ,I m ARCHITECT: j EXTERIOR WALL ELECTRICAL SERVICE RISER y m I ( I M FLOOD LIGHTS- DUAL HEAD O . Z m L�HT /� LIGRr e vel 1'x4' FLUORESCENT O (PREWIR ) ( IRE FAN) (� - l Architectural and. Interior Design CEILING MOUNTED LIGHT �I I FIXTURE Julianne N. Overby, R.A. it i I 2452 Pullian Street Jacksonville Beach, Florida 32250 _ 904-704-8628 I e ' + I ;mail: inoverby@att.net 7/\ _—/ i O° FL.AR-0017060.FL.ID-4621 - --- ---- o 0 \ I ✓� 4 �,, L �\ .� W I` [MA �\ �/ r / ( W 0 ! ww � m � ! , LU ® ;� L offCO ® LU Im I _ 0 �f ---- - - --- - -- _ FR < < < < Z -- - - - - -- - - o HVA - , �J j � VAC j � ��/// / ----- -- - - - - - 1 wH x HYAC 0 0 0 H _ � - - w HV � WHi -- — t r%ft v— LO 11ftft 00 00 - - PROJECT TYPE: �a UADPLEX-AD2 _ — DATE ISSUED: NOVEMBER 1 , 2015 o REVISIONS: �-O Lx ® I � t LIGHT I ! LIGHT Q O (PREWIRE FAN) I. (PREWIRE FAN) r LIGHT LIGHT , I! ! (PREWIRE FAN) (PREWIRE FAN) a II i TO LIGHT TO LIGHT o i ABOVE ABOVE Lu SHEEP TITLE _ f �i \ i TO L T j , ` e TO 1GHT ® FIRST FLOOR/ i 1 I ABO @ E ! /\ I _ °� Z 'aELECTRICAL LAYOUT PLANi a F-E-1 r r -� F -� SHEET NUMBER L❑J L�J L _j i L _j L❑-� r L❑J jAM AM 0AM mr— L�J Lff� L�J L�J A I UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D° i 1 FIRSTF LOO E L CT I CAL LAYO T P LAIC6 PERMIT A-105 SCALE: 114" = 1°-0" ' ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH O 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 WITCHES 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 13E LOCATED MAX. 18 ABOVE FINISHED FLOOR. 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED ® TELEPHONE OUTLET �- SWITCH Beaches -64'- SWITCH-THREE WAY o--+ PUSH BUTTON SWITCH '*ta DOOR BELL CHIMES Hal b t 0 O—i CABLE TELEVISION OUTLETfor Humanity \- LIGHT FIXTURE-CEILING MOUNTED 20 XHHW AL \ LIGHT FIXTURE-WALL MOUNTED BEACHES O HABITAT F SMOKE DETECTOR-CEILING MOUNTED O� SMOKE DETECTOR-WALL MOUNTED :Y\ U A ITY 150 AMP PANEL 797 MAYPORT ROAD EXHAUST FAN ATLANTIC BEACH, FL 32233 ELE TRICAL METER AND 150 AMP BREAKIR ELECTRIC PANEL (904) 241-1222 FAX- (904)241-4310 i RUN TO P L ARCHITECT: 3" CONDUIT, QUICK DISCONNECT EXTERIOR ELECTRICAL SERVICE RISER FLOOD LIGHTS - DUAL HEAD Julianne N. Overby, RA 1'x4' FLUORESCENT CEILING MOUNTED LIGHT Architectural and Interior Design FIXTURE Julianne N. Overby, R.A. 1 '\ 2452 Pullian Street Jacksonville Keach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL.AR 0017060 FI_ID-4621 3 y 7 3 L r 3 x tt F-O w P LIGHTLIGHT P�LIGHT N P(\LIGRHT�N (P LIGRHTF N) �LIGHT�' I R`� I 'LIGHT RE I (PRE FAN) ) II ( ) ( ) ' � (PRE FAN) Uj Uj I ! . 100 Iw - - �� _ _ - - \ _ y _ - - F_ 7 - - - �, ALO \ \ I _ 1� SWITCH WITC TO OF � ELOW - BELO \ V9IITCH O SWITC r ) 4 _ _ BELOW t —\ \ 0- \ BELOW PROJECT TYPE: UADLE —AD2 d ' DATE ISSUED: NOVEMBER 16, 2015 REVISIONS: Ela1 fl I LI � � I � I I SHEET TITLE SECOND FLOOR i I I LIGHT Q. (PREWIRE FAN) V LIGHT ELECTRICALr (PREWIRE FAN) LAYOUT IPLAN UNIT 'A' UNIT 'B' UNIT 'C' UNIT °D' SHEET NU ER OFFICE 10.%Wy AM AUK Ob 2 SECOND FLOOR ELECTRICAL LAYOUT PLAN PERMIT A-106 SCALE: 1/4" = 1'-0" SET I I -_ -- CUT 4X4 BRACKET INTO ARCHED 8" COLLAR BEAM . - 1X8 FASCIA BOARD __"1___1',, W/4" KING POST ELEVATION NOTES, �� , - ///� WOOD TRELLIS OVER WINDOWS 1. PROVIDE41-ol; RN. NON-COM B USTI BLE FIRE RETARDANT-TREATED PLYWOOD. 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I 11 I 11 i � �, �� 1� I� ; I I I � I Ii I �� 1� �� I' 11 � I 11 II I I I I I � I P.T. 2x WOOD RAFTERS I �, I I I �� 11 : � 11 1I 11� !, ; I I � I' �� 11 � � 1� � I ," h � il I] i 1i I � � ti � __1 it I! !I , 11 I I !I !I I 1`1 � � � & GIRDER(TYP.) I , , I I , 11 -i - I , " , , I II � I � 1� I � �� I P.T. 2x WOOD RAFTERS &GIRDER (TYP.) I I � �� I . i� � I I! U I I . t� �� !I I , 11 I , I 1 11 I ;; I, I 11 " 11 11 11 11 11 � "' , , , , , I I �� I - I I - , I - I 1� 0 � I � - I' I! I 0 11 11 I �1 H I -_ I , P.T� 4X4 WOOD BRACKETS (TYR) A-1- I I I l� �, I! I - Ii i -- P.T. 4X4 WOOD BRACKETS (TYP.) ii 11 I t � �! �, I i I 1 11 11 I! - I i � � 11 I I !1 I I � ;I � ______ _L_ i Ii � J� � L -__ � 11 � 1 il il - -- GLASS LIGHT EXTERIOR DOOR , I , I , I , I i � " I , 11 I! it it 11 i � � I i it 1, i� � I " 'I , 11 I I - GLASS LIGHT EXTERIOR I! 11 - 'N , � I " 11"111111"""111" A=200 DOOR i � ; � I I il ii it � !I I � I I � -- j , , Z 1 " I ,_ I � I�, I � � , � ! 1 X-D 111 Ii ii - 11 11 I � I � i I' F �� I I � I � � � P 11 ji 1 1 jF i - 1 I : � , , I 11 , Ii , i, � , 11 1 1 I I - i � I I I I, I !� I � -1 I � l! I I , , z I I' I � i I I I !I �, I ,,,I� 1 I I h , I 11 I � , i i3 ! I i � I �, � I I � I I - � i I � �i ,� I i R ;� , I I I; � -- � , I I "' z I 11 1, �� 1, 1! li'l-KI I! I I i i I " I ' � I 11 � , � I I - I � � � I �� z J, I � i , L , �� I � F�i" L'i 11 � I - � , I " I I I � I ,� I 1i I I D q I � il it 11 [il 11 �� I 1� I I I I Ill - Ii, 1� �, �' I I I �� I I I it il "I'll, . , 11� I 11 -1 I I I ill J t IL - - - I � I �, - 7_��_ - in I 11 j / � UNIT 'D' 6X6 P.T. WOOD COLUMN-J UNI_ - ___� ___,�,� UNIT 'B' �_6X6 P.T. WOOD COLUMN I I UNIT 'A' \1) , i , , 401��O%*.446 , , " ...........9 c_,�,_ , �.......\ 1-1-1---11 � I �---1\11,11, I -I,-,-- - I I I � Ammbb.�� 1�� 1�� r< I POST W/ 1 x8 TRIM '�� 1 x4 CORNER TRIM ,Z POST W/ 1x8 TRIM I' PER`M I"I" ('c'_� REAR ELEVATI 0 N\� - LOUVERED SCREEN WALL ��_ GLASS LIGHT EXTERIOR DOOR—" LOUVERED SCREEN WALL --J - I I �L�_�Lo 02 � SCALE: 1/4" = V-0" FOR TRASH &A/C UNIT . SET ! � I li Beaches H b I ATTACH " M ETAL -a ',I.ta. C—CHANNEL TC TOP OF OSB SHEATHING, USE FIRE—TREATED GYPSUM LINER PANEL � CL PLYWOOD WHEN AT A MINIMUM for Humanity, SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL PRE—ENGINEERED BEACHES -- — — WOOD ROOF TRUSSES FIRE RESISTANCE RATINGS — ANSI/UL 263 v I�A LTAT F Design No. 0336 CL A IT December 06, 1996 797 MAYPORT ROAD NOTE: NO ROOF PENETRATIONS Exposed to fire from separation wall side only < WITHIN 4'-0" OF FIRE WALL 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 SEPARATION WALL: (Max Height — 4.4 ft) CONTINUE Y2" GYPSUM v ARCHITECT: GYP UM WALL •�. 1. Floor, Intermediate or Top Wall - 2" wide channel shaped with 1" long legs � BOARD TO ROOF DECK NOTCHEDR-30 BLOWN form from No. 25 MSG gale steel, secured with suitable fasteners spaced 24" 1 AROUND WOOD TRUSS MEMBERS. CELLULOSE O.C. laanne Ter APPLY INTUMESCENT COATING AT :�, INSULATION 2. Metal Studs — Steel members formed from No. 25 MSG alv steel having ,.•.,•:° ;. : .. ., .�-VT 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, A Julianne N. Overby, R.A. ' supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" a ss - : 2452 Pullian Street ,e shaped studs. 2 Jacksonville Beach, Florida 32250 1/2 GYPSUM WALL 904-704-8028 BOARD CANADIAN GYPSUM COMPANY — Type SLX. a ~ Email.: jnoverby@att.net .063" USG ALUMINUM ANGLE CLIPS UNITED STATES GYPSUM COMPANY — Type SLX. rL. �zz-o� ,ovo.FL.ID-4621 SPACED AS SQUIRED "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 6 (2) LAYERS 1 USG GYPSUM mid—height where necessary for clip _attachment. Min 3/4" separation between LINER PANEL wood framing and fire separation wall. R11/19 FIBERGLASS ' 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, $ BATT INSULATION 1 (3/4 MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4 long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4 1/2" GYPSUM WALL BOARD OVER #2 (Optional) Joints covered with paper tape and joint compound. Nail heads i covered with joint compound. .. N- 1 SPF WOOD STUDS C� 16 O.C. UJ6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" andUL5001P 002-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and 2 METAL H-CHANNEL with Type "W" screws 1-1/4" long to wood framing through holes provided in clip.6A. Cli lacement Item 6 for se aration walls u to 23'-0" hi h. S ace1" (3/4" MIN) AIRSPACE 23/32" T&G PLYWOOD j ;: METAL ANGLE — SPACE AS REQUIRED P P ( ) P P 9 PSUBFLOORING G UED ANDclips 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 '.' requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" studs, SECTION A - *Bearing the UL Classification Mark PRE—ENGINEERED WOOD FLOOR TRUSS SEE STRUCTURAL DRAWINGS 00 co 1/2" GYPSUM WALL BOARD PROJECT TYPE: QUADPLEX-ADD 2x6 STUDWALL @ 24" O.C. DATE ISSUED: NOVEMBER 16, 2015 1/2" GYPSUM WALL BOARD OVER 2x #2 SPF W/ R-19 INSULATION REVISIONS: .063 USG ALUMINUM ANGLE CLIPS 12 WOOD STUDS @ 16" O.C. — SPACED As REQUIRED '�— NON-COMBUSTIBLE SIDING OR 1/2" GYPSUM! ALL BOARD R11 FIBERGLASS BATT STUCCO OVER APPROVED INSULATION ATTACH 2" METAL CHANNEL TO 2x4 STUD WALL @ 24" O.C. � HOUSE WRAP VAPOR BARRIER CONCRETE SLAB W/ PASLODE' 1 (3/4 MINIMUM) OR EQUIVALENT ANCHORS ® 24" �. AIR SPACE W/ R-13 INSULATION FIRE RETARDANT O.C. MAXIMUM (2) LAYERS 1" USG PLYWOOD SHEATHING. EXTENDS GYPSUM LINER PANEL - 4'-0" H IZIONTAL DISTANCE BOTH ShIEE-r TITLE I ct- CCC 2x SILL LATE w/ , OF SEPARATION WALL FOAM ILL SEAL SIDES F FIREWALL b WALL 2" USG 'C' RUNNER ® ®. 2,a USG °H' STUD 2X6 STUD WALL @ 24" O`C. ®.I aW R-19 INSULATION ANU ° (2) 1" USG GYPSUM LINER PANEL (SEE SECTION THROUGH CONCRETE GRADE BEAM SEPARATION WALL)` CL (SEE FOUNDATION PLAN) SHEET NUMBER SEPARATION WALL OFFICE COPY 1 2 WALL SECTION PLAN DET,61L A=3 uAmL 0 A-300 SCALE: 1" V-0" A-300 SCALE: N.T.S. 1 STAIR NOTES: i 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 — R OFING OVER 30# FELT OVER 7/16" OSB OVER Beades (PROVIDE ADDITIONAL 15# FELT LAYER @ 2: 12 SLOPE ROOF) PRE ENGINEERED ROOF TRUSSES SEE STRUCTURAL 12 Ha, "I*tat ROOF SLOPE F_ 'b" 0 BLOWN—IN CELLULOSE & INSULATION VARIES BAFFLES BETWEEN EACH TRUSS SEE ROOF Humanity PLAN HU RICANS CLIP @ EACH TRUSS I SEE STRUCTURAL DRAWINGS BEACHES i HABITAT FOR (2) 2x PLATES — SEE HUMANITY STRUCTURAL J 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 904 241-1222 - 1 1222 F AX: 904 241 431 0 METAL DRIP EDGE OVER METAL ARCHITECT: WRAPPED 2x6 FASCIA Julianne N. Overby, RA VE TED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. R-30 MIN. Architectural and Interior Design BLOWN--IN Julianne N. Overby, R.A. VINYL "F" CHANNEL INSULATION 2452 Pullian Street 5/ x 6 FIBER CEMENT E R E Z E Jacksonville Beach, Florida 32250 BOARD 1 /2" GYPSUM WALL 904-704-8628 BOARD. MUD AND Email: jnoverby cZ att.net R- 19 B ATT INSULATION TAPE ALL JOINTS FL.AR-0017060 e FL.ID-4621 HURRICANE ROD SYSTEM — SEE AND FASTENER STRUCTURAL DRAWINGS HOLES. SAND ALL 7/16" OSB. OVER 2x STUDS — SURFACES FLUSH.99 �a° SEE STRUCTURAL DRAWINGS VERTICAL SIDING 23/32" -I&G PLYWOOD (BOARD & BATTEN LOOK) SU13FLOORING GLUED AND TO BE INSTALLED PER SCREWED OVER PRE—ENGINEERED �p°° Ln MANUFACTURE'S SPECIFICATION WOOD FLOOR TRUSSES 4E LL CAMP PROOF BARRIER LAP OVER FLASHING & SHIM P.T. 5/4 x 8 CONTINUOUS TRIM 4 STAIR STUCCO: INSTALLATION MUST UJI CONFORM TO SBC—R703-6Ij SCALE: 3/4" = 1'-0°' 2x SILL PLATE 1 /2" GYPSUM BALL BOARD REINFORCED -- ---- — - CONCRETE SLAB FOUNDATION SEE STRUCTU"RAL x PRESSURE TREATED PLATE DRAWINGS ren 1 . LU l ( 1 PROJECT TYPE: C�U,4DPLEX-Ap®2 OVER FOAM SILL SEAL — SEE DATE ISSUED: NOVEMBER 16, 2015 STRUCTURAL DRAWINGS FOR 6 MIL VAPOR MASTER i REVISIONS: ANCHORAGE BARRIER OVER BEDROOM / CLEAN CLOSET c r ' - 8'CLG. EXTEN HOUS' WRAP BELOW FINISH COMPACTED AND - i FLOOR.. SECURE WITH STARTER TERMITE i BRAYED STRIP SOIL OI FINISHED FLOOR FINISHED GRADE o 0 3'-4°' �� '�� ® ��-� SHEET TITLE �, , h -.. 0 STAIR SECTION DOO AND AH UNIT DETAILS 1/2" GW132 & HWH �`� �•.e\m `� �..�`�+, 04 — INTERIOR STORAGE 8'CLG. N M (CONDITIONED) C`') i iI 4 41-611 SHEET NUMBER PARTIAL WAL A-301 W/ WOOD CAPOFFICE CAw-M 0 op 1WALL SECTION 2 STAIR z0")' ECTION3 GREAT ROOM SECTION Am fflwh - I A®301 SCALE: 1°' = 1'-0°' AT SEPARATION WALL A-301 SCALE: 1/4" = V-0" A-301 SCALE: 1/4" - V-0 PERMIT \ v\ L SET - - 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 ,� , 0 : , I I I �, X � � i U . I � ,,- - I � , I I , / I � I � I I I I \ , ) : ,, I I � t� � I I , i��11 - I TH1,5 DOCUMENT, ALONO WITH SI 1z, _: I - I- 1 \11 � � i -- ____ - - --- _____ 1 4- A$;50CIATED DOC'UMENT,5, I$ __L____.4, I I � � I � % I I I I - -I , _1 � . AN IN,5TRUMENT OF "' I I . I � SPECIFICATIONS: (continued) I . I I I I EZ I I EXCINEER'$ ,5ERVICE FOR �, I - - - I- � I I�I- � f� 11 I GE I NEf6L NOTES'L: 1, I.1'i - I I . I I I I I OTHER FRAMING � I CODES & DESIGN STANDARDS: DESIGN LOADS: , �, . �./ I THE EXCLU$IVE U$E AT THE I ocuments shall be reviewed by the client and each material and/or � /`/`,./�/``/�/��,/��-/-,/��/�`�,�.�, X �, ///, 11 . /.�, �z0'.X"/1�,-X,/� . /��. .// , . � ,�/ PROJECT TITLED HEREIN. .1 . /////.//,//////./ I -/.//Z /X/ // I //�,��//�,//�,�,��,��,/,// "-,/,- // 1.All notes,drawings,details,tables,references and specifications depicted,within these engineering of I C /��/// , ,/, INFORMATION DERIVED FROM � service contributor prior to initiating construction of the structure depict dherein or providing labor and/or materials for the same. Labor and/or materials shall only be 1.All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. I " I , I I es,,drawings,details,tables,references and specifications depicted herein,as well as a I I Florida Building Code-Residential 2014 ROOFS , ,�/'/ /� �X � THI$ DOCUMENT, AMDIOR ." ... furnished by those persons and/or entities with a thorough understanding,of the not i Florida Building Code 2014(as applicable) � LIVE LOAD 20#/sf /,/.// . "�, ,// I I /I ./�', / " epicted herein. -: �,� ise,and shall be installed in ��,./ '//, // � �/, 11 . . licable construction and safety practices reqt ired to execute a design such as the one d 1 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllam LVL 1.9E,or equivalent,except As noted otherw DEAD LOAD/SHINGLES ,7#/sf ZONE"I" I " I ,/./, thorough knowledge of app I ",11 �// / �"/ 11 /" " . � ,/.// , �:,, � ,:�111 11- 11 I j -1- ions and directions. ASCE 7-10 DEAD LOAD/TILE 209/sf . /I � ,/./ /./' I WORK(;5) OR PROJECT(,5) I � - accordance with the manufacturees specifications,instruct ,/ , . // 2.These engineering docurrients have been prepared at the clienfs request to ensure the structure de icted herein is in compliance with Sections 1603 through 1607, 1609 1 ,// ;�, . ,/./' . I / /// p I NDS-05 1.25 // I ��,/. //1' ,/,/' WITHOUT THE EXPRE;5,5 // / I / ,/// arid 1610 of the Florida Building Code,and/or Sections R301.1 (exclud g'-Iflood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 I // W �_/ /./"//``///�///��// //, .1 /. //,/X/./ I ',�/,/ WRITTEN PERMI$,51ON OF THE -Residential. The engineer's scope of work is limited to only providing the necessary analysis, 3 All engineered wood posts or columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL 13E or Parallam PSL 1.8E solid members,as specified,or FLOORS � ,//. . /I "/� ,/ ,�;/Z.,�/` ,'-/./ I TPII-07 //, .� / / . I /. /,/ /// ------- -,--.,---- � 40#/sf Z " / � ,//I //./ 0. i . . * -up or pieced together to form � LIVE LOAD , . X / , ,/./�`/�/.�' ' /,' I � along,with Tables R301.5,R301.6 and R301.7 of the Florida Building C ode I e luivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built ACI 318-05 1 //� . �,�//`/��////��`/-`/K////;�,/./� ZONE"I" /.� _-_'-_- I ng requirements as outlined in the . the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members- R , (.1) , //� i� REV,DEN N drawings,details and specifications commonly required to depict the co istruction necessary to conform to or with the structural loadi WFCM-01 DEAD LOAD 12#/sf(Including Cln'g Below) � ,.,��,/ 4� //�,/1./,'///.�,///�1X//" 1//�,/ I I 0 . I , -4 / / I � I I ell as all elements of a non-structural nature. Additionally,the 1. � �'././ Z 1�1/_ / W ically excludes other eler ients of a structural nature as w -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 analysis or 1.00 = //.,/, 0 1. ;//./ I aforementioned sections ofthe code and specif e egated to others [i.e.roof and/or floor truss design,engineered wood products design(except EAT i.e.4x4,4x6,6x6,etc. . /./, . /.I I - I engineer's scope of work specifically excludes engineering functions d documentation required by the engineer. DESIGN CPdTEPdA: CEILINGS/ATTICS I 1//1 � /// 1/1 , � /, �/ I ��/, /,// /I �.//� I 1,site(including drainage),etc. And, I LIVE LOAD/NO STORAGE 10#/sf(Non-concurrent) //. " X/�, I 11 -, ,, - /� specified herein),etc.]as well as other disciplines of engineering-i.e. echanical,electrical,plumbing,geotechnical,environmenta /// � . -structural nature,including but not limited to egress and life safety;moisture � I I 1//.,V'1_'Q //` ;�.z -Y,-'- /,� I 2 - Yn elements of at architectural or non 4.All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by I . /.:/ � the engineer's scope of work specifically excludes desig BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Concurrent) /,/' / /,/" //�, .� �/,. I /// ,// / , /�, , �-. � � . . , 11�',�. -/ - od destroying ofg nisms("WDO");'fire-resistance;energy efficiency,etc.)� The engineer further warrants that the / /: I- �/ ./I 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 .1 �/. 11 protection,infiltration and/or resistance;resistance to wo I BASIC WIND SPEED 130 mph(3 sec.gust) .DEAD LOAD 5#/sf ,/,-////�/��, / I , � ��;, �, 11 13 th I cable portions of the aforementioned sections of the code and makes . I.." .1 .1. ,/ structure depicted within ese documents,to the best of his or her knowledge,complies with the appli WIND I/ // , or screws. � EXPSOUIRE CATEGORY C I . / .1 . /�, ,.I I .. . . � . �, / 1. . - � no other claims,warranties or guarantees relative to these documents w i regard to the ir'fitness for any purpose. Any data included within these documents that address I I BUILDING CATEGORY 11 LOADING PER TABLES /��." .. .,, ,?//� ,//1. 4 1 ns and stated limitations is purely incidental to the engineer's scope of work and shall be � I ,/ .. / " elements beyond the specific confines of the aforementioned code secti 5.All engineered components,including roof trusses,floor trusses,I-joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR 1.60 � /./ 1// .11 � I and/or building official,individually and collectively-to&sign,account for or otherwise verify as I I I I I // //� ,1, & responsibility of the appropriate entity-i.e.owner,architect,contractor, directions. SIESMIC N/A I// The � I I I I // ,/ �,� I � 1j, - I I I , / .- I I " I I ,�,., , -11 I I 11 I . I /,/ //, V I appropriate for the intended purpose. I I I //... . / 11 I I / I I T I/ I CASTILLO I I � 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOT required except when specifically identified as such). I I I � 1�� 1�1/' ��//*,I I I I ,cifically noted herein as otherwise,has not been designed to resist flooding or the associated effects g lans and/or details. All panel edges of wall sheathina shall be solidly I GABLE ZONE"3"-CORNER . I ,� 3.The structure depicted within these engineering documents,unless sp, Sheathing may be either OSB or plywood,unless specified as one or the other on the framin p - I I EZ I r� I I icial, individually and collectively-to establish the minimum orts are spaced at greater than 16"o/c. � I _� I ZONE(S),TYPICAL I I thereof. It is the responsibility of others-i.e.owner,architect,contract r,'site developer and/or building off depicted herein be sited at an elevation less than I blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing 7/16"thick when supp " I I Ir Group ` appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure 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 e.;��-It rescribed by FEMA and enhanced by the local co trolling authority,or as prescribed by the community engineering and approved I el edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roof and wall I I I AFImidaCorpo-ti-- � ''�,'�.,� I'll.`.: I - I ��,- - the minimum prescribed by FEMA,as p n d on a site meeting the criteria for or otherwise identified as a flood zone I or similar edge support is recommended at unsupported pan - rted(tongue&grove or blocked). Some I I ROOF PLANNIEW 1:1 ZONE"I"-INTERIOR ZONE(S) I Designers 1 11'_1;.!�,4,!-�-.,�,'�,'� by the local controlling authority. Furthermore,the structure depicted herein shall not be constructe sheathing shall not be less than 7/16"thick. Floor sheathing shall not be less than 23/32"thick,with all panel edges suppo I I I I I I I 'IV"unless these engineering documents specifically indicate the design 1,$)Aepicted herein are resistant to the potential effects of V-class flood zones. . panel thicknesses,required span ratings and fastening information. - I I Engineers I I I design loads require thicker panels;see sheathing specifications for specific minimum I 11�!'��,"L' ;) �,! I /X., ZONE"T'-END/EDGE ZONE(S) I ,,- , . I 11 I ,, I - I I I � I I I "". """'., I I /./ �,ft-��.�',:�:�, ��,,� CT�,- I- 11 El - 1, e- ed I"EZ" DlNffiNSION: 655o Roosevelt Blvd. LV�,"-`-.,�-,''L , I been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenc eneer finish,the APA( www.apawood.org)recommends the use of either 15/3p"thick,32/16 span-rated I I ,,'i�,,,,,,,,,-,-,-,-,-,-",,,,�,,.,�-_I �� _ . - I . . I I Jacksonville,FL 32244 , ,", �!.-- I I I I � !�,,,� � 4.The design(s)depicted within these engineering documents has/hav is not aware of any errors or omissions contained within the design(s) 7.At exterior walls clad with a stucco or an applied-stone v 'I ** ZONE"3"-CORNER ZONE(S) t�_�, � ti H;and,further,the engineer -rated Structural I rate sheathing when the sheathing is installed wft-ha verticAl orientation(long axis I � 5t-311 ww -6ioo " �VI,11 herein)as interpreted arid enforced by local authorities having jurisdic ments and the applicable laws,codes,et al. However,should any portion of these engineering , sheathing(Exposure 1,PSI/PS2) 2r 7/16"thick,24/16 span 1, I 0 (904)772 , or documents,nor of any inconsistencies between the design(s)and docu 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 I I .1 FL CoA No.29015 Li2L I �� I __J I t documents be found to inc(" n ication,will correct the document(s)in a timely fashion without additional fee to discretion of the local Building Official.Do NOT use sheathing that does not co he aforementioned recommendation unless you have FIRST verified the I .1cle an error or omission,the engineer,upon appropriate otif nform to t I��, " I the client-unless the error,)r omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result�in additional fees due to the engineer suitability of the nonconfortning materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance I I I t"', I 1 q vision,correction or update to the for the additional services 1�ovided. The engineer will not be liable for any,increase in material and/or labor cost's arising from the re the construction of the exterior walls. I I �2) I ,�1,� I I ' ', Il,1 ��!'�:,: ,� ,�;:]��'ff � engineering documents or Addendum thereto. I I � � � 1" � I anufacturer's specifications,instructions and I � I I I ., - I =�/ . "I ,7 777 11 I I 1 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the in � I I _7 18 "! � �-4 Q C/� 5.These engineering clocurnents may be used one-time-only,and only the specific site or location identified herein. The clesign(s),depicted herein may not be used to , I directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications ofthe connector(s) . I I/ _ � �� i �1' I I execute(a)subsequent str&ture(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. specified and have appropriate product approval and installatic�n instructions and directions. I� ,\, I � � 4�� Z I � _.! , ,�L:1-, I I I � �11 /� � �, I I , I 1� I 1� I C\ �� 0 6.Use of these documentsfor any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. I I L �_� I � - I � 11 .11. '' I 11 ��,, i� I I I I I V\ F . "�1 , :.� - . I ,� FOUNDATIONS,CONCRETE&MASONRY I I 11 I I >_� _.� - 7.Verify structure orientation with,architectural drawings'and site plan or survey before commencing construction. Do not commence construction ifa conflict is present. . I �_� � � I , � "I, � I �� = 1� � :� �_ .1 I 1.The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommeNed soil design � 1. e � �,� ' I � vx//�/"� . 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other data or information 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 � 'I, I � ,/ engineer before the comm" e discrepancies are resolved. Should discrepancies be discovered during g from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the . . I I CA encement of construction and no constructior shall proceed until th 1�,�! �,� is/are intended to minimize differential movement resultin I I � I � 2 I construction,construction should cease until such time as the discrepan cies!have been resolved. ) 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 I I . W ,0 � 11 -�'T , I I I 11, � I I ��i �'! '!,�,,�-� I C�',O�_ , I I the soil conditions present and be advised to maintain good practice in the future with respect to surf�ce and subsurface drainage,maintenance,the construction of I /'1 9.These engineering docuo' ents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations 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 I ',/, I U and other specific infbrma�jbn-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy ofthe replicated information I performance. I I � I .; �� I I I (D P4 �Lj 11 I I I I ��IZ.//��,/�/1 I I I I I I or for claims arising from the use thereof. I I 1� , � I U �:) U� I , I I 1\1 1�1 I I I � building site featuring I 1 2.The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained I /. X � I � I . 1\ N , - ponents,elements or systems I � " I I 1. ,. 11 1- I --1 �\ V� Z I 0.Unless specifically depicted within these engineering documents,d e engineer has not been made aware of nor accounted for other com I exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,0009/sf and a design lateral load(at-rest pressure)of 60#/sfper foot ofdepth 7� � that may be intended by others and could affect the performance and/ol,serviceability of the structure depicted herein. I with a level back slope, Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and . I � 1 �4 C) I � I I I the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. I 0 �� ' I I I 1.These engineering documents should never be scaled. Wall framing'Sh6uld be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall I _�� I I I 11 I .4!� gi., P-� � 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 3.Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor I .... � I _<� , i I - � I I . � - I " .�� L I I i� , I � I I I drawings. I I system above or otherwise properly braced or shored to prevent damage to the wall. I I I I . > �� U I I ! I . I I I I I �� I I ? ity,strength,etc.of headers,beams,columns,posts, I to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to � -1 � �D W 12.These engineering documents include specific information of a str tur�al nature-i.e.the size,grade,species,quant 4.Refer achieve the required minimum 2,000#/sf soil bearing capacity. 11 . I 1 �4 studs,joists,rafters,sheathing,footings,reinforcing,connectors,f4stere'rs,etc. This information supersedes information of a similar' nature that may be shown on the In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. I I � I I ,\ �� associated architectural drawings. Additionally,the size,grade,specie 3,quantity,strength,etc.of the structural elements specified herein maybe exceeded or enhanced, I I FLOOR PLAN/VIEW I �� U I . , within reason,at the discretion of the user without additional review or,analysis by the engineer,unless specifically prohibited by the:engineer. I engineering docurnents shall be formed to the dimensions as indicated and substantially centered beneath the associated I 11:� I I 1 5.All foundation pads depicted within these I ZONE"4"-INTERIOR ZONE(S) I I C\ � I - � I , ,, . �� ' , - , I -1 I --� . � �_!',� - ,� 1. I I 1 ! I J, derstood before using I column or wall,unless indicated otherwise. I I I ON: F $:).� W 13.The=iyeering documents include multiple pages with cro'ss-re rences. All pages of the engineering documents should be reviewed and un "EZ" DIMENSI W a P ', _ 1, n I > (= C/� 0 1 -of-slab elevations are critical to foundation performance. While the location of those steps,jogs and elevatio, I theldoc Or any purpose. If(a)page(s)of the engineering d6ciH rients is/are missing,illegible or otherwise unusable,obtain complete and legible docun ents before, 6.The location of steps,jogs and top-of-wall and/or top � I ** 5f-Y ** El ZONE"Y'-END/EDGE ZONE(S) � ON I I .1- I I pj�cqedipg w h intended use'. 4 � �1�I 2,-t" 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 i �� I I � I 1�"el:,�, ; ��_�C)�� ,("- � I I I I - 1 I 6ally depicted her in and co require - 1`_� CA � I 1, I during actual construction. an only address the proper f6unclation Configuration as specifi I I � I ,,-" I f � � , I The design(s)depicted herein c �1, I 11 ,- UY "I . 'I- W 1 4.It is ,fieji; ent of the en g�ineer that the structure depicted within the,e engineering do ou iments be executed in conformance with all requirements ofthe authorities having additional analysis and effort should field revisions merit. � � I I � I I �i,risdic � 'h over the construction and/or occupancy depicted herein. A.11 contractors-including materials and/or labor contributors-,are responsible for the means and I I I I MAX. ON-CENTER STUD SPACING (in INCHES) I 1 P4 r_.� P.� 1 1* W." onstructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion ofthe structural I I I -methods 4! .ing documents, nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been I END-ZONE/INTERIOR ZONE: �� -4 0 � standards. Under no circumstance shall these engineer thority(ies)or their designee(s). system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)dep I icted within these engineering documents to adequate y shore I 'J. approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling au sible for the ,the walls throughout the construction process to maintain the integrity of the design(s). I WIND BLE FINISHES (NOTSTUCCO)- " Z Furthermore,all construction arising from the design(s)depicted withi-.I these engineering documents shall be inspected as required by the authority(ies)respon Mn.Rf.Ht. <30' W fo the I construction progresses further. No Certificate of Occupancy(or similar statement of e beyond the I I FINISH FEEX. 2x4 - 2x6 . 2x8 2xI0 I � issuance of any permit(s)and shall pass each required inspection be � I I nor shall the structure be occupied or otherwise used for any purpose,until such 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 mor I � PLATE HEIGHT #2 SPF #2 SYP 43 SPF #2 SPF #2 SYP #2 SYP #2 SYP I �� E �4 completion)shall be issued for the structure depicted within these engineering documents, 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% - (NOMINAL) time as the authority(ies)having jurisdiction over the construction andlofoccupancy of said structure have confirmed the structure is safe,sound and in compliance with all of Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean COMPONENT & CLADDING PRE SSURIES (in psf)-Vsd or "ALLOWABU: 8' 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" _t!� (= g I applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering clocument�.-� GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic,undisturbed soils(with the compaction - 9. 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 1 1 1 C) led Proctor WIND 130/C IT716" 12"/16" 24"124" 24"/24" 24-724" 24"/24" 24"/24" 1 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 Modif 12 R OFS (all values negative-i.e."UPLIFT") , I WALLS(incl.Windows&Doors) I 10, I I 1� I W 15.It is the sole responsibility of the contractor(s)and labor contributo s executing the design(s)depicted within these engineering documents to determine the proper Maximum Dry Density(ASTM D1557). These minimum spepifications may be exceeded or superseded by either a geotechnical engineering report specific to the PITCH >6/ END Z6K�S�- TN,7'ERIOR ZONES Ill 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 1 C. r...� erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure 1.'ie soundness 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 Mo.Rf.Ht. 15' ZONE"Y' ZONE"T' ZONE"I" OVERHANG OVERHANG I I I Z I AREA(in scift)- CORNERS I END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE. NEGATIVE POSITIVE 12' 678" 1 811/12" 24"/24" 1 24"/2411 24'1/2411 24"/24" 24"/24" 1 � I s throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)and labor . - �7, un 44 , of the structure and its sub-elements and/or component bracing necessary to maintain a safe,plumb and level structure during the construction process,imtil such time site be prepared to a lesser degree than that which is outlined herein. I � <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -23 8 22.10 14' N.P. N.P. IT716" 24"/24" 24"/24" 24"/24" 24"/24" 1 � contributors to provide appropriate and adequate temporary rly installed,inspected and approved. Bracing shown throughout these 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.17 -DA4 _ 21.17 16' N.P. N.P. 12'716" 16"/16" 16"/24" 24"/24" 24-724" 1 � �� (_� as all of the structural elements and components depicted within these documents are prope 9.All concrete stabs 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 1 50 9.48 I -24.91 -21... 4 19.67 1 _t!� s d with or substituted for the aforementioned temporary bracing. able codes and standards. Slabs shall be reinforced with either 6x6 WI.4xl.4 . -23.23 - -23.23 i -I I -34,84__- -34.84 19.67 18.73 185 N.P. N.P. _ 8'78" 8"/12" 12"/12" 24"/24" 24"/24" 1 41, Id not be confu I ,�� I (minimum)6mil polyethylene(visqueen)barrier installed in accordance with applic I , i� . 19.5' N.P. N.P. 8'78" 8"/8" 8'712" 24"/24" 24"/24" ' -_-_ engineering documents is 6ermanent bracing and'shou I - 11�1 C_ � � � , 1,� � � I >100 111 0 -22.10 - 8.36 1 -33.72 1 -33.72 _I -23.04 , �v. I -20.(t - I W 44 F--� ,� ., . .1 - - � 1 : I I WWM,lapped not less than 8"at edges/ends, in conformance with ASTM A-I 85,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of I -, , P. "/8" 8"/8" V/8" 16"/24" 24"/24" 1 �I I I 1�11 20.5' N. N.P. 6 � 1 16�.Yet-to-be-installed bui�ting materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within lb.per cubic yard of concrete,complying with ASTM C-I 1 16. 1 . �� U W W . 1 21.5' N.P. N.P. 6"/6" 6"/8" 1 8"/8" 16"/16" 24"/24" , these engineering documer',,�ts shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of the 1 22.5' ---F----- " '78" "/24"- I - 4� i N.P. I N.P. N.P. 7 6"/6 1 6 16"/16" , 24 - I aled otherwise within these documents,40#/sf for floors and 20#/sf for roofs. 10.Minimum compressive strength of all concrete used for foundations,slabs,etc.shall be 2,500psi at 28 days. I P_� floor or roof-,Unless indic ,�' I .<� 0 Z .i � V) - cuments shall b installed properly,in a workman-like manner and in accordance with the directions arid instructions I 1.Where indicated,cores or cells of block masonry(CN/lU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength ofnot less I 6", C/� 17.All materials specifiedwithin these engineering do proval document. than 3,000psi at 28 days. ., ".., . I �l P4 provided by the manufacturer,or as otherwise indicated by the code o-associated product ap � I � I I MAX. ON-CENTER STUD SPACING (in INCHES) I � 10--1 V�) �:) W I I , 18.These engineering documents have been prepared usingo,the versio I of the Florida Building Code and/or Florida Building Code-Residential(along with the associated 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: I END-ZONE/INTERIOR ZONE: = 00 �4 > , standards and design methodologies referenced therein)applicable at 1 he time of the preparation of the documents. As the applicable code,standards and methodologies are a)Concrete cast against earth: 3" � I 11 r---q e engineering may become )utclated and invalid for use if the documents are not submitted to the local permitting and b)Formed concrete exposed to earth or weather: 1 1/2" - WIND 130/c BRITTLE FINISHES (STUCCO,etal) �-� 0 routinely updated and/or supplemented,th construction be delayed beyond the applicable effective 3/ttl Mn.Rf.Ht. <30' 2x4 2x6 I I 2x8 2xI0 I I� I enforcement agency(and subsequently used for construction)in a pro npt manner. Should permitting and/or actual I c)Interior slabs,walls,etc.: , � 11 FINISH EFRIT. - I I 6" U ds and/or deign methodologies -eferenced herein,the engineering documents shall become null and void and shall be returned to the PLATE HEIGHT , �� r__-� date of the edition of the code,stanclar I s and/or 1 #2 SPF 1 #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP �: engineer,who may subsequently be contracted to update or re-enginei�r the structure(as deemed applicable)to the current edition of the appropriate code,standard 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 � INOMIN 11 00 1 �.4 . 8' 16"/16- 16"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" methodologies. In no caseo'shall these documents be used for permitti ig or construction more than one(1)year after their date of original issue. (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching corner bars shall be used. All longitudinal �� 9. V� r__� � I all vertical reinforcing shall be 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24'724" 1 1 i, I (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and I . I LEOEND - 10, 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" -<� g . � . ch as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme lapped at splices a minimum of 25". 1 1 4� 11 19.Engineering documents.su d/or conflicts. I (2)2xI0-2/3 KHEADER/BEAM CALL-OUT I Ill 6"/8" V/8" 20"/24" 24"/24" 24"/24"' 24"/24" 24"/24" �� C-- care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions an �'_) �:) )- Because of the inherent inability of the However,the very nature df the process provides opportunities for errDrs and conflicts to arise during the execution of the design(s . 14.ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done 12' N.P. N.P. 18"/20" 22"/26" 24"/24" 24"/24" 24"/24" flict,ambiguity,inaccuracy oroversight during the"paper"phase,opportunities do exist for the design to require additional effort in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." #4 1�* *4 16. I I OPENING 14' N.P. N.P. 8"/12" 12"/12" 12"/16" 24"/24" 24"/24" r--,� �-� F_.� engineer to foresee every potential con e to the cost of the structure)associated with providing the engineering services as NUMBER OF KING-STUDS EACH SIDE OF 16' _ N.P. N.P. 6"/8" V/8" 8"/12" 16"/24" 24"/24" U r---i P4 U once construction has commenced. This,combined with the relatively low fee(relativ -NUMBER OF JACK-STUDS EACH SIDE OF OPENING I to accept"back-ch . es" for errors or omissions contained within the design(s)depicted herein. 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. P U.N.O.) 18.5' 1 N.P. N.P. N.P. N.P. 6"/6" 12"/16" . 24'724" 1 depicted herein,causes the engineer to be unable I I I I SIZE OF HEADER MATERIAL(#2 SY 19.5' N.P. N.P. NR N.P. 5"16" 12"/12" 24"/24, . -t!� " 0 �D I : I . I c he�r I ein are an instrument of service and remain the physical and intellectual property of the engineer. I I NUMBER OF PLIES IN HEADER 20.5' N.P. N.P. I N.P. I N,P. I N.P. 8"/12" 16"/24 1 W M �.4 04 20.These engineering documents and the designs and ideas expresse 16.Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,wit'll a minimum compressive � � d:: " nts shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained . strength of 2,000psi(f in= 1,500psi). ALL EXTERIOR HEADERS UNLESS NOTED OT14ERWISE 1 21.5' _ N.P.. N.P. I N.P. I N.P. I N.P. 8"/8" 16"/1611 r__ P__4 1 For cause,upon notice,the�docume I I I I__%, 1 22.5' 1 N.P.. N.P. I N.P. I N.P. I N.P. I Q"IQ.. 16"/16. = r---i 4-� CA I I herein are prohibited without the expressed written consent of the engi'neer. I I 1 17.Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS E5;�EUNLESS NOTED OTHERWISE EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c.SHALL - 1 21.These engineering,documents hav I e been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used I I I I 1.1,11. 19 6"NOMINAL)SHEATHING . I r the specific site or I . I � BE SHEATHED WITH MINIMUM 3-2" 8 DESIGN MEB . resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure fo 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 of between 8" 1 1. WTTH VERTICAL APPLICATIONS&STUCCO FINISHES. I - location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps I and I V. I I I I 1% I � I I.. I - I I . I published by the local cont I rolling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the � I I � I ,1� I I DRAFT MEB 11 wind speed,exposure and other design criteria shown herein to be correctand code-compliant prior to approving these documents and authorizing construction from them. 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.�� MAXIMUM ON-CENTER STUD SPACING IS 16"WHEN USING -1" , I I /or exposure designations based upon the site or location information provided to him ading conditions. � I I 1 16 OHE�KED EAW claims arising from inaccurat wind speed and Lintels shall be of adequate size,strength and reinforcement t5or the given span and lo "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CAL THICK WALL SHEATHING. The engineer shall not be liable for any I � ,&OUT INDICATES TH . I � by the client(or others),or,for the accuracy of those mapping and/or magery resources used by him to aid in designating wind speed and/or exposure. I � SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE '*M I SVALE N.T.S. ,� I 16"o/c vertically conforming to ASTM A82 and ASTM A167 Type 304. � -45 � . � 20.Provide horizontal joint reinforcing in CMU walls at I MING ME*t ; STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 8" - I I �I I I I I I � I I < >INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRA , MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, DA TE 12.2.2Of5 , I I I I I . I RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED JOB NO. 15-226 SPECIFICATIONS: � STEEL . TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. I I I 11 I I � WOOD FRAME WALLS I� �-1-1- ......... . - -.111-- � 1.Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel I � I I I 15'"q.FT. NA I I . I I ,�'. � I I O-FOUNDATION/MASONRY CONNECTOR SCIfEDULE I -1 ,4 . I I .:;,: I Buildings,"9th edition. FRAMING CONNECTOR SCHEDULE FRAMING-T ( Project Engineer: I 1.Unless otherwise specifically indicated within these documents,ve ical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-franied")when I 1 . I Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and sbould not be CLIP,TIE, FASTENERS NAILS/SCREWS TO HARDWAR-U ASI-M 307 1 IAIT L&G-ATIOAMEXTIMONO FOUNDATIOMS EXTISTEM-WALL FOUNDATIONS CMU WALL TIE-BEAM /LINTEL . f fully-braced by an intersecting sheathed floor system. 2.Structural steel shall be ASTM A36,except as noted below: STRAP FRAMING MEMBERS CONNECTOR (SAE 1018) i,'.!I.V EMBRD MIN EMBED MIN EDdE MIN EMBED MIN/MAX EDCHMIN EMBED I EWI� D19T 1 -4 � - aming(studs)shall be continuous and I or or NAILS ATR D12k _ X I ied as such by the engineer. All vertical wall fr pe E or S,grade B 5/8. N/A used to support platform framing unless specifically designed to do so and specif . a)Pipe ASTM A53,Ty (12)16d ABU-44,-66 5-12" 3'V2' 3' 12" 1-3/4"/6" Bizabeth A. Woodward,'PE � I 1115 (5)8d PER END i . - 717 1 uninterrupted between points of lateral support. b)Tube ASTM A500 I _ii5_ (4)8d PER END (10)16d/EACH =013&DTT2 1/2-(E.A) .1-1 4',,,/PAN 5-1/2" 4*W 2-1/2"SPC'G 12" 1-3/4"/6" 12" C.L.w/MIN I ,--,,!Professional Engineer - I ,��" -_Wt,-, � 11 ,�,� I 1 2-1,"SPCG 2"wl 4"SPCG 3"SPACING I �% I I 11 I x"N maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry I I H8 � (5)10d x 1-1/2"PER END 11. I FL I ic 'se No. 61947 2.All top-and shoe-or sole-plate material shall be#2 SYP lumber 1 3.All bolts,anchor bolts and threaded rods shall be ASTM A.307 unless indicated otherwise. - (22)10d SINGLE MGT "I 2" 5-1/2" 3- 12" 1-3/4"/6" 12" C.L. I_ -_-__ ), e I - � , -1 - - � MMTS 12 (14)10d or 10d x 1-1/2"TO Od DOUBLE NIGT (2)Sa- 5-11 9-1/2" - 1 12" 3-1/2"/4" 12" 1 1 1, , __ I . TAL I - I 11 I I I I - 2x(22)1 3 . C.L. I , _: shall be pressure preservative treated. I I � . _ , I"I I , - - I . I ty of the corresponding ASTM HTS20 (20)10d or(24)10d x 1-1/2"TOTAL i_]' " , , I- 4.Hex nuts and couplers/couplings used for bolts,anchor bo ts and threaded rods shall be low carbon steel and meet or exceed the capaci I - (18)16d SINGLE HTTI 6A 51r 7-1/2" 2- 12" - 1-3/4"/6" 12 C.L. I . I I ��ta__ SPF lumber,as indicated on the plan(s)and/or table(s), � I LGT2 ((116)16d SINKERS TO TRUSS, I I . I ,-Z- - ncluding"jacks"and"trimmers'7-through 2x6 shall be#2,#3 or Stud Grade I � 1 4)16d SINKERS TO,&POST 2x(18)16d - DOUBLE HTT I 6/4 (2)_"' 5- 7-112" 4- 12" 3-1/2"/4" 12" C.L. . __ - w/maximum 19%moisture content-except as noted or specified othe,rwise on the framing plans and/or details. All vertical wall framing(studs)larger than 2x6 shall be 42 1 "I 550 ROO _� , 1 3.All vertical wall framing(studs)-i _� A3 07,A3 6, SAE 10 1 8 and Grade 2 bolts. H16,-16S,-16-2 (2)10d x 1-1/2"TOTRUSS,(10)TO>/POST 2x(18)16d TANDEM=16/4 (1)5/8" 15-11 9-1/2" 5- 131, 1-3/4"/6" NIA I E' E T 8LV'Q4 I I ' r specified on the framing plans and/or details. ,� I � A449 or similar-shall be heavy hex ASTM A563 grade DH. - 5A. .. N/A ACKSONVILLE, FL 32244 maximum 19%moisture content unless otherwise no-ed '11� I � MSTA12 (10)10d TOTAL (32)16d Sinkcrs I SINGLE HTT-72/5 I SYP lumber ' 11 O- � �: �,�, 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM . �/ 5-11 9-1/2* 2- 15" 1-3/4"/6" - � � I :.�, I � . / I ers I I C_> (904)680-6279 -11 � �, " i 11 MSTAI8 (14)10d TOTAL 2x(32)16d Sink DOUBLE HT M- 5 (2)518- 5-11 9-112- 5- SEEPLAN N/A - ,t �� -alls that I I I., S. - "/4" 13-1/2" � � -I "I � . " 4� c e studs specified for the same wall, except NN , -ed the specifications for grade and species of th 1\,� 1 (20)Y4"-x 2-112"SOS SINGLE HDUS 7/9' 3 13-1/2" 3-1/2 C.L. raming shall meet or e , , MSTA24 (I 8)I Od TOTAL �All equir 2x blockingJfi vertical wall f x ' I / I I - - ==1 3-1/2"/4" 13-1/2" =� CZ) SHEET ke s " -wall or portal frame wall may use SPF � f,- : ,� MST37 (42)16d TOTAL 2x(20)Y.'2-1/2"SDs DOUBLE HDU8 (2)7.19- V 13-1/2" 3- 13-1/2" 1 _ I C.L. - L.n I' I I i?le s SYP and a�-16�also not designated as a shear I-, _; I I blocking. ,,,, 'I, CORROSION&DECAY RESISTANCE �, I ) - I � , - 11 ,. "', �� I I I 1. 9.. 1 � 1, � , I I � I I - ' I MST48 1 (46)16d TOTAL (30)%�x 2-1/2"SDS STNGLEHDUII 15, 1-3/4" SEEPLAN N/A ji " ,�, . ication for a column within a wall where the size of the column exceeds the thickness of the wall as 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-Le.-deck/balcony NIA I I 'I stances,these��crigineering documents may include a specif MST60 (56)16d TOTAL 2x(30)Y4*-x2-12"SDS DOUBLE HDU I 1 (2)V 15' 15, 4- SEE PLAN ' I I I I.I � I In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The I (36)Y,'--ZV,"SDS SINGLE HDU14 I. 15" 3- SEE PLAN N/A I � I eci of er in the stud table(s)or relevant notes. boards/lumher,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 CS16 (30)8d or(26)10d TOTAL 91. 1 ic ness 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 structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the SPH4,-6,-8 (12)10d x 1-1/2" 2x(36)Y4*-x 2Y2"SDS I DOUBLE HDUI4 W1. IY 15" 4- SEEPLAN N/A I C I � similar to that of the column so as to conceal the thickness of the cohnnn within the wall;or,c)The column and ad'jacent wall may remain different thicknesses and the application. HPAHD22 (23)16d (16)10d I HGT2.HGT3 _ (2)3/4- T, 11�1/2" 3- 1 iSE PLAN 11-1/2" 1 R� , - I I - � column"wrapped"with a finish material(i.e.gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,ifnone ofthe three �� - � _,�_ - 7. 9. 1 1 C.L r ay be contacted and requested to provide additional analysis to determine if an engineered wood I t Witti concrete or masonry shall be pressure preservative treated to resist decay. LTP4 (12)8d x 1-1/2"TOTAL - (16)Iod I HGT4 - (2)3/4- 3- ISEEPLAN 11-1/2" 1 1 aforementioned options are considered to be practical,the enginee 11 - 2.All interior wood and wood-based members in contac A35 (12)8d x 1-1/2"TOTAL "FRAMFNG"and"FRAMING-TO-FOUNDATION"CONNECTOR SCHEDULE NOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF i of 4 be used within the allotted wal I cavity. I I - I I I I I � __ I I L_ _____j (EWP)or structural steel column may I I (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY I ,, I I � - I - I I "I I ive treated wood shall be either hot-dipped galvanized(HDG)or I META20 (12)10d x 1-1/2" 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO-FOUND_CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) I I �] I I -��:" 3.All fasteners(nails,screws,bolts,etc.)less than V? in diameter and in contact with pressure preservat � I I I 11 I I 11 _'.1- - I � _1 anufacturer for compatibility I I HETA20 (12)1 Od x 1-1/2" 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 � I I , I � � r , 1,��,� %.1 stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the in , 3)"DOUBLE'HOLD-DOWNS REQUIRE MINIMUM 8"SPACING BETWEEN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE I I LGT2-MASONRY (,I I)I,1�, i't I ,.�� ) ��SINKE 4 .1EASURED FROM THE EXTERIOR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED I - I .-..----- - � ,� tr ent containing ammonia shall require the _.2_1"��S TO TRUSS, - I EDGE DISTANCE DIMENSIONS TO BE N - I FIELD FRAMING � � �, I : �, . I I ,r;�' , with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative eatin TIT'EN SCREWS TO WALL DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR , I I I I , � � I CMU WALL TO THE<OF THE ATR ANCHOR I I I - "''�� I MTSM16 (7)10d or 10d x 1-1/2"TO TRUSS, -OT APPLY AT INTERIOR CURB LOCATIONS ONLY IF TIM MEN.EMBEDMENT IS TO CONSTRUCTION. : 1 4,. I I . (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL 5)MEN.EDGE DISTANCE DOES 1, ` e'el� gin6ering documents may include the label or reference"field frame"or similar. At these 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 MEASURED FROM THE LOWER SLAB ELEVATION OFFICE COPY I 1.Limited elements or areas of the design(s)depicted within thes : ble design for the specific application. These elements or applications may include connectors and fasteners. I I HTSM16 (8)10d or 10d x 1-1/2"TO TRUSS, 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE W1 III MANUFACTURERS INSTRUCTIONS& I I I 11 I locations the engineer has determined that it,is unnecessary to establ sh a clemonstra I 1 (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL - DIRECTIONS � I I I stairs and/or landings�,plar�shelves,widows walks,radiused floors E nd/or walls,decorative or volume ceiling treatments and similar non-typical construction and/or 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"TOTRUSS, 7)ALL NAILS SPECIFIED ARE"COMMON'SIM UN.O_ I � I � ty responsible for the execution of the constru'ction depicted herein to create his or 1/4"-x 2-1/4"TITEN SCREWS TO WALL . 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN REVIEWED FOR CODE COMPLIANCE -plated/galvanized fasteners with zinc-plated/galvanized connectors. IS 1/4"-x 3"SDS TO TRUSS, ON THIS CHART accessories. As such,the engineer has deferred to the contractor or(ther'person or enti Use only zinc FGTR (2))1/2"-x 5"TITEN HUs TO WALL -OR MORE REQUIRE MU41NIUNI V WALL FRAMING her own design for elements or applications specified as "field frarni ig"or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, 1 9)MINIMUM EDGE DISTANCES OF 4 , L' .1 I (8)10d TO FP 10)MINIMUM 8"SPACING BETWEEN META-or HETA-ANCHORS UN 0. CITY OF ATLANTIC BEACH .._.____. � . W , . I � I MSTAM36 ,AMING, I 1)MINIMUM 1-1/2"EDGE DISTA14CE FOR TITEN SCREWS ___........-7- /4-x 2-1/4"TITEN TO MASONRY -\S ,"_,�,_ I I I I . rules,codes,etc.and shall be to the executed to the satisfaction ofih,�Building Officia. , : C 1 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 I -- I SEE PERMITS FOR Ar)p I i ,; I : -1- , i I - 12)MINIMUM 4"EDGE DISTANCE FORTITEN HlYs Tirimai ..... ---..-..--.-.-..-.,...-- � I . I environments or applications is essential for continued,long-terni satisfactory performance. - ':",:_� Lt�il I I � I I -1 - I I REZ50TIEMENTS AND CONDITIONS I I . � I - __ I I I 11-1 I -1 I I I - I i� 1_1�_ REVIEWED BY: : / of �_, I �11: 11 ,� I I ATE Ir .2 �1/ I I - I 11 I �1' � ,I � � - [ : I � 11�1 I I :: � 1 1 � ! I � 1. I . - I THIS DOCUMENT!, ALONG WITH 8" /C. ASSOCIATED DOCUMENTa. 19 )k AT X 5'-(WYo1c -------- RODS AT MAX.5'-8" AN INSTRUMENT OF 01# *RODS AT MAX.5 8"01 73'- ENOINERR'S 5ERVICE FOR THE "It A I EXCLUSIVE USE AT THE T16 PROJECT TITLED HEREIN. INFORJVATION DERIVED FROM 6'-6" (2)2x8 OSB 3::/12"6 20'-0" 1 rf_�Al I --- X THIS DOCUMENT, ANDIOR ST2 ST2 PORCH PADS TO BE: & 1, A99OCIATED DOWVENTS, VAY PORCH PADS TO BE: EACH END 2" STUBBIES @ 24"O/C. NOT BE USED FOR OTHER 20"xNN16"W/244'S 20NNN16"W/2-#4'S WORK(9) OR PROJEOT(S) BOTH WAYS WITHOUT THE EXPRESS WRITTEN PERAU99ION OF THE BOTH WAYS';'6' PROJECT ENGINEER IDENTIFIED �,W BELOW. fo,-O,* 64# 6#-6## fo -044 T16 ------- -- T16 REV DESCRIPTION r-- L F _T JVEB2.24.20f5 C) d �a�/10 7 1 8/10 16 ST2 ST2 T16 =0 2 -16 ---- --------- T16 3 _J -- -- ----- --- .......... 4 �7 S E: _:1 The --- "ATTENTION"' 00 C� 8/10 T16 ,2 1 1- 1, ii l=l I REFER TO DETAIL B/S I FOR CASTILLO — _2 *A TTENTION* ------------I L------------J I "BRACKET"ENGINEERING I�SYT2) W-0- ------------I L-----------I ____ I 'i �2 �,87`2 9,_011 REFER TO DETAIL B/S I FOR _'16 AT REAR PORCH FRAMING. ---------- "BRACKET"ENGINEERING T16 Group ,Or AT REAR PORCH FRAMING. A Florida Corporation ff 0- .......... _16 p)MTS 12's @ B I-TO-3ply#2 Designers 2x-4 PO W' /(1) YBRID SPF 2X4 FUN )._0- -1)MTS12's@ MI-TO 7. H Engineers !�i 3ply#2 r--- ----- T (-F)ItY ATIT U ----- T X,--- -A SS:EN4B1-X-- -1/2 -- ------ D (2)2x8 -1 655o Roosevelt Blvd. F (2)2x8-1/2_1 T16 b Fi _Nm Jacksonville,FL 32:144 ---—------------------ mi 67 It U (904)772-6100 < FL CoA No.29015 7 S' 2 T2 7 00 it z cc Co TI__ 7_ �ST --------J L_ lu I -------------- 00 00 ---- 17 '00 7 -=4 it 1\�T2 7 7-1 ST2 + +-1 m U -2 - m 5i � coo ST2 J I I -V I L cl w i i —----- ------- N— cn 00 F02(6 �il ---------- ---------- 0 < I L----J 1 0 6' -4- L------ I N L 30"x3O"xlc'4'W/LL U r------- - 7'- -frJj30"x30"xl6"W/ 344'S BOTH I 3-#4'S BOTH 3 ........ AN30N16"W/ 44'S IN THE :D WAYS SHORT Lr I WAYS I . 1 10 00 Z:) Ln .............------------ uitknk,I JOIN& I < 20"WIDE x 12"DEEP I V) 1 C:, I I C) 4#4'S IN THE 00 F11 00 NTEGRATED CONCRETE Cn �� t 3 :,- 8/10 OOTING W/(3)44 CONT. LONG `ittl,ST2 T2 124 SIMILAR TO DETAIL DIRECTION *0) 12/ST2,EXCEPT AS 00 it ------------ N NOTED HEREIN. .1 KS7TJ2 Co I ------------ - 17-__1 17---1 1 1 1 — I I I U . .....——-------- 1 4'-0) 13'-10" 00 12'-6" 4 0" z U 4.-0" 12'-6" 13'-10" J, (�D Z) U N 10 --FT3- 9Q CIO LO 4"CONC SLAB x FU4 --: C) 1-5 REINFORCEE W/EITHER N 17- U 6x6 10/10 WW\4 OR FIBER 00 MESH ON 6141L VAPOR 10 4"CONC.SLAB BARRIER O\ER CLEAN, 0 REINFORCED W/EITHER I I 1 1. 07- F05 3 t14 COMPACTED FILL.SEE I I I -< 6x6 10/10 WWM OR FIBER 0) > MESH ON 6 MIL VAPOR I F15 ........................................- ............ in I I 1 (3) ARCHITE-TURAL 12 BARRIER OVER CLEAN, ....... __ ;� �" --DRAWINGS AND 6m -4-_1w_ ..................... 0 1 C12 - ------S-PECIFICA-IONS FOR COMPACTED FILL.SEE T2 U_ 57-- L co )t �D 0 76 ,cq INSECT Al,D DECAY B ARCHITECTURAL W/EITI (1)MSTA12 @ REINFORCED W/EITHER 4"CONC.SLA 4"CONIC.SLAB i 1. RESISTANCE REINFORCED ER DRAWINGS AND L co CONSTRUCTION 6x6 10/10 WWM OR I'll ER SPECIFICATIONS FIR —---------- IASCF_TQ�c ——--—----------- � -a --in-- ____ ____ ==_tEADER W/(1) Z C) MESH ON 6 MIL VAP)R T AND DECAY 1,9 4-3) TT20B @ STUD PRACTICES.PROCESSES I J 6x6 10/10 WWM OR FIBER INSEC 00 b :5 I 10m () I . < Fr- MESH ON 6 MIL VAPOR RESISTANCE c-) ;;-; P� < —2ply#2 SPF __AND TREATMENTS TO BARRIER OVER CLEAN, I �y 0 - 7, 1'172"'\ I BARRIER OVER CLEAN, ST2 00 �: Cn � 'ABLE CODE L.S E L__J CONSTRUCTION U '7 2x4 POST 0 MEET APPLM COMPACTED FIL I I P� z F MPACTED FILL.SEE N7 \,S T �/_- I PRACTICES.PROCESSES < REQUIREMENTS. U ;� �4 w 0 F10(3) FOT AND TREATMENTS TO _r(I)MSTA12 ARCHITECTURA CON/ TECTURAL > DRAWINGS AND ARCHI DRAWINGS AND 5 SPECIFICATIONS FC SPECIFICATIONS FOR 0 - U R MEET APPLICABLE CODE REQUIREMENTS. HEADER W/ 1) 17- 0 INSECT AND DECA 1, 0 94. INSECT AND DECAY e_ U P. �2 20"'WIDE x 12"DEEP RESISTANCE C) LTT20B @ STUD 0 (1)MSTA12 @ (1)MSTAI @ m INTEGRATED CONCRETE CONSTRUCTION RESISTANCE 4. m ----------------EACH- a---- ---- EE DETAIL A/St CONSTRUCTION 4. :2 --F-ACUJACK-TO---------- --- --------------—-—------------------ ____ ____(1)—------------------- ---- HEADER W/(1) - ----- ----------- --FOOTING W'(3)#4 CONT. PRACTICES.PROCESSES r8 If No� SEE DETAIL A/S1 HEXDER W/ PRACTICES.PROCESSES 04 2 LTT20B @ STUD SIMILAR TO DETAIL I I;r B F(_;b2_x6-00NT.-I/3 IPLY#2 SYP 2x8 81f 0 AND TREATMENTS AND TREATMENTS TO .I I z LTT20B @ STUD ............. �E:� 4� 1 12/ST2,EXCEPT AS MEETAPPLICABLE CODE 1 (2)2x6-CON TO A.F.R.. -------Fl 7 LEDGER 10 T7- LEDGER SEE DETAIL A/S W �D 14 04 MEET APPLICABLE CODE �2 ]PLY#2 SYP 2x8 P �2, 2" 1 4SHEATH PORCH ROOF ST2 - NC TED HEREIN. REQUIREMENTS. REQUIREMENTS, Fn_� FT7 LOCATED AT 4SHEATH PORCH -1 20' WIDE x 12"DEEI -41 00 2 = 8 co LOCATED AT SEE-DETALt-LAYSI Z 0 !� M CEILING PER i ::) _�V) CEILING PER 0 . - C) t� P2 U- 11, C) RAFTER(S)& fNTEGR kTED CONCRETE En.- S" DETAIL Q/STI CEILING C12 FOOTIN G W/(3)#4 CONT. ROOF m� DETAIL Q/STI U2 0 0 Z-ONT.-1/11 w I oll ST2 ------- -------------- U P4 C) % — ol- No' RAFTER(S)& 0 0, 10 FQ c6-CONT.-1/3 '0' " JOIST(S) _J SIN IILAR TO DETAIL FJ CEILING 0, (2)2x�8 (2)2X87:��:� a L ------ E- � SHEA S) (2)2x E_ I ST2 I /SJ , S p [a 0 FASTENED TO Ic— JOIST( _4 i 8/10 -2 EXCEPT AS 1 (2)2xg "I �D SHEATH PORCH EA.VERT.WEB z so, 22x I I I� Q� TH PORCH NOTED HEREIN. FASTENED TO CEILING PER m� W �D 2 0 DETAIL Q/ST I U PORCH PADS TO BE: Q) EA.VERT.WEB 11 CEILING PER MEMBER IN 7 7 1 1 1* 7 0 DETAIL Q/ST I C) UNIT D TRUSS T01 Wi 20NNN16"W/244-S MEMBER IN 7 UNIT A L (2)2x8 ::1 (3).13INT' m 1?0lly')0"x 16"W/244'S T2 NAILS IPLY#2 SYP 2x8 LEDGER S AT MAX.Y-10 lo, 7 [PORCH PADS TO BE: L--- ----- _J ST2 BOTH WAYS ST2 I TRUSS TOI W/ F (2�2 x�8 x NAILS BOTH WAY (3).13INY' 0 3. _�_ I---I -PADS TO BE: _1 - --A El PADS TO BE: LOCATED AT ROOF IPLY#2 SYP 2x8 LEDG U 1 1 7 ER I/�7 20NNNI611 W/ 7 r7 20N20"x 16"W/ El RAFTER(S)&CEILING LOCATED AT ROOF S JOIST(S) UNIT B IT C 244'S B T2 �S`T2 244'S BOTH A \ I 'Co WAYS V fo,-O,, f04-01, FASTENED TO EA.VERT. TRUCTURALPLAN RAFTER(S)&CEILING WAYS 71 1 st FLOOR S JOIST(S) __11 L 2 f0,_0 L WEB MEMBER IN TRUSS TOI FASTENED TO EA.VERT. to*-01, _LT -I r---I r __A o I.----- El 10 W/(3).13INY'NAILS -011 WEB MEMBER IN TRUSS TOI El NI —[:]L --�2'_�kXPAX�310N UT. �Sl 3/16 1 W/(3).131NY'NAILS 00 0*1 4* EX f" ExPAW CONVENTIONAL STRAPPING PER DETAIL A/S' *RODS AT MAX.5'-8"o i�; ASION T. P 10A T. *RODS AT MA] "T oil (2)2�8-1/21-1 -1/3 T-1 1i 11 2x6- ON 2)2x F-1 UNIT C UNITD 111 00 .0 UNIT B n D D f) D UNII , A T08 I V/// 1 4ply 2 #2 SP JAC Sw/( MIN. x4 2 SP JAC ...... ......TOB __M Al2-0 CH JAC TO H DER FOUNDATION PLAN MST ON CH U U AN (1)CS @ JACK HEA ER 1-011 EA POS ASE if = To AND C 16 3/16 1 TO FUD B Ow I I OST B SE EACI CONVENTIONAL FRAMING NOTES ST 'LOO VEL 1"MAX, TO S' BEL W IN IST F OR LE, L. ALL MATERIAL#2 SYP U.N.O. CIO < ALL RAFTERS 2x6 @ 24"O/c U.N.O. E ALL CEILING JOISTS 2x4 @ 24"o/c U.N.O. L--------- DESICN MEB > ------------------- DRAFT MEB Z__ ----------i L--- ------- CLUSTER(5).13 1 NY'NAILS @ EA.ROOF e-S RAFTER TO CEILING JOIST CHECKED EA W 1 1:? 1 n4--: (2)1"DIA.x8-L.SDS FROM 00 00. 00. INTERSECTION. TOP 4X6 INTO 4x4 F_ 5CA LE N.T.S. < 4/ Lj (COUNTERSINK MAX. 1") (5).1310"TOENAILS @ RAFTERS& CEILING JOIST TO LEDGER: DATE 12.2.2015 (1)H2.5A @ EACH RAFTER TO HEADER JOB NO. 15-22 "TRADITIONAL HARE lWARE" (1)MSTA24 @ EA #2 SPF PER DETAIL C/ST I. �D 2X6 STUD TO HDR Y SYP STUD IPLY#2 SYP 2x8 LEDGER LOCATED AT MIN.(5)PL t RQ.FT. IVA PACK IN WALL. 4X6 EQUAL ROOF RAFTER(S)&CEILING JOIST(S) d Project Engineer: 40 �,) kn TOP FASTENED TO EA.(16"O/C MAX.)VERT. FRAMING MEMBER W/(5).13 1 N3 NAILS 0 EC U Li li. C) 0 Ejj�abeth A. WWdwafl,, P.E� (2)"DIA,xg"L.SDS rofessionsfEngine6r` SCREWS W/IN 10"OF TOP r CONTINUOUS� OF HORIZ. 4" MIN,/8"MAX. 4 0 UO: s-b'No (51 >< r WALL ANCHORAGE LEGEND 0 i 24 �Z. I i i I \41N.411y2x4l�SPFJ �CKS 4ply!�xzl#2 PF JA(KS it 1"DIA.xg"L.SDS SCREWS M N. i w/(1) dSTAI� ONE CH LF--- ROOSEVELT BLW.'11_�' �NVINDOW AT 8"OIC 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2" (0) TEA I 2D MTS 2-1 OR 2) (21 NMI 's OR( A�C��I�O HEA------ 0 ACKSONVILL FL 32244 -4K MAX., EMBEDMENT INTO FOUNDATION AND COUPLINGS A "EAq�� N 1STA24 @ TR SS S_ I C�f 0 RAND OPENING (COUNTERSUI J 2@IACHI ST ------- WINDOW ASREQ`D. 3"x3"xY4"ROUND HOLE WASHER ATOP 1H POS TI �#2 SPFJJ r, (904) 680-6'279 TI, !x4 BA E TO I EADE OPENING UPPER-MOST TOP PL.ASSEMBLY. BASE E DEER 1131w/ )1711D,113 O$T w/(11, HYB1f BELOW. H' E9LO P 3HEET MIN.3PLY#2 DIAMETER FULL-LENGTH THREADED ROD ANCHOR D 2 ASSES SLY. FOUNDATION D w/6"EMBEDMENT AND 2"EDGE AT (1)SP6 @ EA.#2 SPF 2X6 I STUD TO SILL PL.AS SPF2X5STU S 12 AND 3"x3"xI0ga.SLOTTED WASHER(+FENDER SHOWN Til I I < WASHER)ATOP UPPER-MOST TOP PL.ASSEMBLY. 3,,To DIAMETER HYBRID THREADED ROD ASSEMBLY. 7 T14G DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE --------- A.x6"L.SDS FROM 2 (2)i'"DI of OUPLING TO Ti 013 AT FOUNDATION,W/ 12-to-28 REDUCING C 1 (2)2x5-00NT--1/31 UNIT D BACK. 'x _x TI 313 DIAMETER FULL-HEIGHT THREADED ROD w/2"x2' 8 A WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. CONVENTIONALLY UNIT B FACE VIEW ------ DIAMETER THREADED ROD ASSEMBLY w/4' STRAP ALL SECOND /(1)1/2"DIA.A.T.R. EMBEDMENT INTO FOUNDATION AND COUPLINGS AS k 3"X3"WSHR&NUT REQ'D. 2"x2"xi"WASHER ATOP UPPER-MOST TOP PL. FLOOR ROOF BEARING _7 8 @ EA.SIDE OF x---\ 2nd FLOOR STRUCTURAL PLAN OFFICE COPY ASSEMBLY. WALLS TO BEAMS / t 3 N COLUMN,AS BELOW PER SHOWN. HEADERS 3/16 1 -011 A -'A B REAR PORCH FRAMING DETAIL DETAIL A/ST I. x, jT1 6" -6--3y#2 S 1 2's � IT I T P y _IP, _P jj� L2 (t7 WINDOW HEADER DEMI S/ ------------------------ 11 � I 1, � I I �- - I I I I I I � I I I I I I I i - � 11 I I I 1% I � � I I I I � I I I . 1: 11 I I I I I I I - I � I . I � I - "�i I � I I I I I -1L :'', I q � I I I I � I I I I I I I I - I I I I � ' � � I �'SHEATHING THICKNESS & ATTACHMENT SCHEDUt...E I I I I I I I I . I I � 1 7/16- THICK (MIN.) (24/16 � EADER, ADJACENT TO I I I I I I I I , I SPAN INDEX) APA- OR H I I I I I ROOF SHEATHING *WALL� ,SHEATHING* TECO-RATED WALL SHEATHING TOP > - PER CALL I ...-. -- ....................----- � I I � THIS DOCUMENT, ALONG WITH WIND 11 - I I W/ (1) ROW OF Od NAILS CO n\N � U U L SPH4-6-8 CONNECTORS AT � � - �-� - - I ASSOCIATED DOCUMENTS, IS AN � ,,)24"OIC MAX.) (supported @ 16"OIC MAX.) - ,- (3) ROWS OF PLAN. + -+ I - SPEED& 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING . . -, . ,-(1) ROW OF IN . 10d NAILS 0 8' 3"o/c AT TOP OF SHTN'G (IN To I 1\ . � J I � � � INSTRUMENT OF ENGINEER'S I MIN.THICKNESS.- I " 10d NAILS 4 4 0 C�. STAGGERED TOP >) AND AT BOTTOM OF . I >-TO-HEADER 0 MAX. 32"o/c. I I EXPOSUREI 1NT PERIMETER/HORIZONTAL�ERT APP.W/ VERT AD . INT END 11 0 4" O�C, I. A� SHOWN, EA SHTN'G (IN TO HDR.). NO - --L � I I (SPAN INDEX) ENDZONES APPLICATION PUT STUCCO W/STUCCO ZONE ZONE . ,/-(1) ROW OF STAGGERED, W PLY. I ADDITIONAL >-TO-HEADER 7 t '-\A, I , I AT THE PROJECT TITLED HEREIN. ZONE I I - - - " 10d NAILS 0 . 1 GARAGE. `�: � :5�> 1 � I I INFORMATION DERIVED FROM THIS �/ 7/1 G" I ,7/1 IS" I 1 5/32" � 6' O.C. 1 1/4" OFF 1 51e- q 4 . CONNECTORS REO'D w/ TRLSS 7 .. f- I I G`1 1 2" G7 1 2" 1 Or 4xu. UPLIFTS <1,000#. FOR HIGHER � I -��T6")SB MA( I STAGGERED, I . 16 UPLIFTS USE CONNECTIONS AS , I � � I DOCUMENT, AND/OR ASSOCIATED BE USE ILO � (2411 G)L .) "THIN 3/4- 2 1 J- -- + + - OR END-NAILS I (1) DIAG.''BRACE OVER MIN, (4) 1 1 � (2411 G) 1(32/1 C I .1310" TOE � I I E (supported(c_D 24"O/C MAX.) . 4J4 111-1 SPECIFIED ON STRUCTURAL r-� I (9 KING-STUD TO HEADER. I � I I DOCUMENTS, MAY NOT BE USED `�R - , PLAN TRUSS TO >CLIPS TO . 1 15/32- E 1`6�URE 115<132 mph 7/1 G" . OF CENTERUINE TRUSSES APPLIED TO BACK SIDE OF 'OS � EXP-B,C,&D G7 1 2" G70 MIN.THICKNESS(SPAN INDEX) I 8d COMMON NAILING` � OF 2x4 BE A�TACHED TO SHEATHEE " IF THE INDICATED EMBEDDED � 2xIO HORS. USE (9) NAILS, I WEB. CONNECT TO EACH TRUSS WEB I FOR OTHER WORK(S) OR - - I-RATED. (2411 G) HORIZONTAL V-RT APP.W/ VERT APP. INT END �. ,- .. ,�,� STRAP(S) ARE NOT PROPERLY I �-, 2xI2 & ENG. WOOD HDRS. APPLIED TO FRONT SIDE W/ (2) NAILS, INSTALL DIAG. BRACES I I I I I � . I .. W%4I8F CORNER OR---' I � I . ,-@ EACH END OF CONT. LATER I I I � PROJECT( I APPLICATION 0 JT STUCCO W1 STUCCO �ZONE ZONE a 0. al�t CAST-IN-PLACE, THEY MAY BE � --___� USE (12) NAIL& OF WEB S) WITHOUT THE 11 � 1 5/32" 1 5/32" 1 9/32" 1 1 . I (1) HTT22 " (1) MSTA-SERIES STRAP 0 1 B I I I I I I 1, EXPRESS WRITTEN PERMISSION OF I Gil 1 2" .131X3" TOE- OR END-NAILS-/ EACH JACK-STUD TO INTERVALS BETWEEN ENDS. � � I I THE PROJECT ENGINEER IDENTIFIED � 1 (3 211 G) 32/1 G) (40120) . I 0 KING-STUD TO HEADER. ___ HEADER. 2x10 HDRS. USE � ,\ RACE LINES & 0 MAX. 20' -"'��. H - I I I I I -- , I GARAGE. REPLACED BY THE FOLLOWING: . _ I -, 1\\\14(-" I I J- ,J- . - -1 /: I � BELOW. -ff] 1 1/2" 1 1/2" 2 1 5/8' 2xlO HDRS. USE (9) NAILS, . - 18" STRAPS, 2xl2 & ENG. . � . I . NAILING MAY BE OVERRIDDEN � I I � � REV DESCRIPTION BY REQUIRED SHEARWALL I RINGS PER INCH, 0.280"dia. FULL ROUND HEA.D. MIN. 2"-LENGTH. - . I -- - 51%pEiDDED STRAPS MUST : 6 I I I I - I - -TYPICAL CONNECTIONS @ STUD WOOD-Tie ANCHORING RC S -.---) . 11 I x ! �� I I -- MIN. WALL SHEATHING & BLOCK ALL PANEL EDGES 8d RING SHAN PER R803.2�3.1 OF '10 FBC-R: MIN. OJ13" 4 A- -4 WOOD HDRS, USE 24" 1 HAN'k dl.. M 202 & ENG. WOOD HDRS , i , -20 =.4 2xf - \\\ ;F WALL SHEATHING., NOMINAL S RING dio. 0.012" OVER SHANK dio� 16 1 A2 SM OR SW I M2 SPIF OR SVP rA2 9W (M S02A I USE (12) NAILS. � � I E ER OF PLIES, FASTEN WALL /16- THICK (MIN.) (24/16 SPA-N----- I BE INSTALLED w/ADDITIONAL C I SEE P/STl FOR BOTTOM CHORD COLUMNS. JACK-TO-KING STUD BRACE QUANTITY -\\ IF LAT RAL BRACE MUST BE MADE OF I 1 - NAILING (SEE F/STI). ROOF SHEATHING PER S E STRUCTURAL FRAMING PLAN FOR NUMB D - ONTINUOUS LATE - I � TABLE, W/PLY CLIPS ' SHEATHING-TO-POST W/MIN 8d's 0 12" O/C OR G PER k- -- INDEX) APA- OR TECO-RATED - PC. OF #4 REBAR PER I , � I I I . -- � -- � I- 1� BRACING REQUIREMENTS. ASSEMBLIES. CORNER POST. ETC. YPSUM-TO-POST W/ EACH END OF WALL WALL SHEATHING w/ 3"/12"o/c --> SIMPSON INSTRUCTIONS. ** LOCATION DEFINE _MVKL IHAN UNL MFCL. DO SO BY � -NAILS 0 EA. TRUSS/ �, WIN 5d's 0 4" O/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH I . 2 .131.3" TOE I 'SPECIFIED NAILING REQUIRED FOR TRUSS ENGINEER. OVERLAPPING AT LEAST 2 TRUSSES � , 12 � I AFTER O-TOP PL IN ADDITION To 11� I I I I OUTER Pi Y TO SHEATHING AS SPECIFIED. I SEGMENT, "THIN 2' OF 8d NAILING, EXCEPT WHEN NOTED, 2 - TILE CONNECT�T I -1 - I - I �, r R(S SP CIFIED IN SCHEDULE ENGINEERED TRUSSES OR . . ,� EVERY PLY IN ADDITION TO 2 PIYS, I JACK-/KING-STUD TED PANEL :3 USE -RJ VERSION OF I I I I I I I 4LES � , 'OR N PLAN. 0CAL, ALL TRUSS & CONVENTIONAL (SOLID-SAWN) .1 I ASSEMBLY & CORNER POST I., EDGES w/2x BLOCKING. -2: STHD14 AT�UREI�WALL HHU!ati MEMBER W/(2) I I I � I � � I I - ' ASSEMBLY. ROD 0 CORNER : , .� : , I 1 3 1- *W S ' BEAR! G DINTS. FRAMING. SEE PLAN, LAYOUT OR I :: ,__-, NAILt,y � . I I I, , :I SSOCIATED DELEGATED I � SE AITE R MAY BE INSTALLED TO (1) STHD14/-RJ CONNECTOR 0 (DTL 2/ST2) I I I ENGINEERING FOR TYPE, SIZE & JA K-/KING-STUD ASSEMBLY- :;-, LOCATIONS. EITHER � I _ - . ,I! -1 i PL. CO NE T R ORIENTATION OF MEMBERS. MULTIPLE PLY POST CONNECTIONS EITHER SIDE OF CORNER TO-FOUNDATION ?e 0 CORNER MAY BE USED AT 1/�, I 1�// � . I I I I - - . I 11 I �, I I POST ASSEMBLY, -A POST A�SEMBLY-TO- =��-/1.I NON-'UIRB WALL (DTN / I 1 4 I- t EXCEP-() NOTED ON STRUCTURAL PLAN(S), I NOT TO SCALE - , � 71 \ � I I I - 1ff..:;9r (2) 2X( ) #2 SYP TOP PL� FASTEN,PLIES I e FOUNDA`T!ON. (MAY/BE USED I/ST2 LOCATIONS. I I I I � I I -- _ �OOF TRUSSES TOL'iAVE: ----] w/ (2) ROWS .131x3" NAILS 0 1 1 I.L. WOOD-Tie,RODS) I �� . I � � The - (1) Hr5A I OR I (1) SDW �=01REW 12"o/c, STAGGERED, N1 MIN. 24" LAP LENGTH OF CS16 STRAPPING w/ MIN. (10) 10d , POOR(S) SHALL BE_J d M � J,� d W - Id I I I MIN. (12) .131x3" NAILS IN EA. LAP.. I - INTO EACH PLY OF SILL & HEANER EXTEND I I + ATTACHED TO -7 1II,,,,,1 I I I I I I I I I I I HORIZONTALLY ACROSS STUD ASSE BLY & APPROPRIATE FRAMING' I I I U11 ----,+' I SPH4-6-8 0 MAX 32"01C 0 PL.-TO-ST DS I BLOCKING, CONTINUOUS TO CORNER, FILLING ALL I J I � - CASTILLO - NOT REQ'D WHEN WSING WOOD*TIe - MULTIPLE TRUSSES I - HOLES w/ IOd- (TYP - 4 STRAPS 0 HEAD(ER) R (2)2x( ) BLOCKING (TYP). MATCH SIZE MEMBERS IN I MAY USE PA51 or -68 STRAPS I.LO. STRID's FOR TRUSSES 0 24- O/C MAX I I I I I I � .70j�*LS I ACCORDANCE WITH I I I&O TOEP PLATE NOT UIRED ANCHORING RODS PER DETAIL-,B/STI � - -WALL APPLICATIONS. ATTACH TO I L X TERIOR "LL -1 f 4 STR OF ADJACENT FRAMING (STUDS). WOOD*Tie ANCHORING RODS APPLICABLE AT STEM I I - -2x( ) #2 SYP SHOE L. w/"(2) ROWS i ------JJ I -- . I MANUFACTURER'S I - <�� I --------1 � I Group I I F I INSTRUCTIONS & /- - -�S I�- I " I 0� x3" 0.12"o/c STAGGE, ---\ 47 2� : 'RAM14 V WLOANN"d " � 717 Ir , RED TRADITIO iT ECTORS , , , - I � 23/32" ARA- OF E.16-RA- I- . / :M I I A Florida�, oration - I I -I�FLOOR) W1 i - , 1�1'3123 ED :2 [ EXTERIOR STUD WALL SPEC 11 11 11 I I- I j CTURAL PLAN SEE DETAIL C/STI FOR (VERTICAL) IL - U 10 I I , Designers, - ` I I SEE STRUCTURAL SHEET FOR EXTERIO I T&G DECKING (24"o,lc STURD " I TYPICAL. GARAGE DOOR OPe FRAMING DETA - �N " . I 6"/6"o/c 10d NAILING & APPROa I I - .. I I ..--- HEADER-TO-STUD STRAPPING 1-910' -1 -1 1-01. I I ." I ,I I ��A I --T NOT TO SCALE I I � I CONSITRUCTION ADHE SIVE. - .. . -- SPECIFICATIONS. .11... I I _f f 11' . - � @ I I I . __ - MATCH SIZE GRADE & EL I 1. . � ------- I-,------.-. 2nd FLOOR WALL I �--==-+QUANTITY O� ALL 2nd --=-==--A t ,0.. I � I ----.-- I WALL SHEATHING - ABOVE I I Engineers I -------- + ----= -- -------,-, ------ ......====- I .." TYPICAL iNTERIOR BEAR! G WALL 1111 6 -�.-,---- . I - ---=== I T - 1 6550 :.,", I FLR STUD C LUMNS wl ///11 I : AT EXTERIOR DECKS, LEDGER I SEE YPICAL WALL � I Roosevelt Blvd. � I Z 1-3/4* Width Pieces. � FASTEN FLOOR I INT. LOAD-BEAR I . I DECKING (PER A/STI) Jacksonville,FL 32244 .. I EXCEPT AS NOTED 1. AND w/ 1st FLI \\ / I I I ; of ADDITIONAL SPECS -----�) I .1��. I II�! BLOCKING IN FLR SYS, / I � -1 SWB -- - CEEMM SHALL MATCH JOIST DEPTH IMIN. * Minimum (2) rows of 12d (3-1/4") riails 0 12" a/c. SECTION (A/ST1) FOR STU5 WALL 9PEC� � \ / t ----,, NAIL THROUGH A.P.A. RATED SHEA 2x8) NO BE ATTACHED TO EACH - Minimum of(3) rows of 12d (3-1/4") noils 0 12" a/c for 14" & . � 4 ",.f,-n;,,�- 0 - R-LEVEL ', , 16"o/c(MAX) VERT. FRAMING wl -- - I /-TO LATERAL BRACE W1 I -6ioc, , I EFFECTIVE L.HT.(FT) 11 "I:�STUD COLUIv N U.N.O il, - \b X INTO FRAMING W/ Eld AT 3- 0. 7Z deeper. � � I � I j (904)772 , I , I I SPF��TUDS 0 1 �=4 � C AT ALL .14.dio. SDS-SCREWS - 3" LONG IF !- - Nailed connections require on additional row of nolls When nail size T-BRACE FASTENED 2x4 PLANK ORIENTED (4) 10d COMMON NAILS I 11 Fl,CoA NO.290 � --- - 1::- I EDGES AND INTO EACH PLY OF EACH DIREC LY ATTACHED TO FRAMING, WEB W/ .13lx3" 1 5 1 , " To 12-1 1/8 I 2x4 02 SPF HTUDS 0 1 INTERMEDIATE FLOOR-SYSTiM-' imr�===4 DOUBLE INTERIOR PLATE, 12* O.C. T V) �E is smaller than specified above (min. 0,128"X3"). a 6-!O LATERAL BRACES 0 24" 1 TO 18'-7"1 9X6 02 SP "� I I APPLICABLE TO MULTI-STORY BUIL -I� . - - 1� --�/ ELSEWHERE- 3-1/2- LONG IF ATTACHED �Lj * Nail from BOTH SIDES of 3-ply members � O/C. T-BRACE TO BE J 11 I O/C TOP AND BOTTOM. JZ111 2x4 DIAGONAL I I I I � � TO 21'-7-1 2.6 -W h ir '' I _L2 VF-1.1TUDS 0 12"0 ASSOCIATED DELECATED EN INE 11 11 I � I THROUGH SHTN'G. < 3-1/2" Vidth Pf AND 1 3/4- Width I 12�'4 1 1 11 11 ONLY. SEE PLAN, LAYOUT, OR I - Pieces- SAME SPECIES AND FASTEN TO FLOOR TRUSS BRACE 0 24" � 7 REWS; 1� - Minimum - AII" GRADE AS WEB TO BE W/ (3) 10d COMMON O/C. DIAGONAL I I 'Is' ATTACH 2nd FLR STUDS TO 1,'-!� G RING FOR I / FOR OTHER UPLIFT H QUANTITY OF SC > .I (7) ,oWli! 2" bolts 0 2 . ./. S'., , � I 1�, FLR 24-11, TYPE, SIZE & ORIENTATION OF MEMBERS, I CONNECTIONS, SEE TYPICAL WALL 2.8 LDGR, (6) SCREWS BRACED. SIZE OF MEM TOE NAILS BRACES TO - BRACE TO I I I BRACING - t,� BER 11 1 2S If lira I L � 2x STUDS 12" / STUDS (OR BEAMS) wl CS16 TRAPS . BLOCKING & INSTALLATION I SECTION AND TYPICAL HEADER 2xIO LDGR: (7) iCREWS \-PER TABLE. AS SPEC1`FIED BY USS \ EXTEND INTO FLOOR -< / LATERALBRACE I I I 1 (28" + DEPTH OF FLR SYS. 11''' LENGTH) . DETAILS.; I, , �:, :, __-�,I- . I FRAMING DETAIL 2XI2 LDGR. (8) SCREWS t 12" 1 DESIGN E�INIER IN, 11 SYSTEM (1) BAY. -, W/(3) 1 Od I I I I I "' -ND, FOR; (2)2x( ) HEAD 0 1 /' I NOTE: 11 / IX4) \ LA I @ MAX. 32"o/c w/ (11) 10d� AT DOUBLE INTERIOR " I NTERAL BRACE LOCATION - COMMON NAILS I , CENTERED ON FLR SYS., TYF Q MINIMUM I AND SILL --NED TO 6 ) TRUSS-TO-LEDGER 11 - , ! �J , \ BOTTOM CHORD TO AT EACH END � , L 1 #2 SYP LEDGER FASTI I -- --- 0 1 , INT. ./� �, -WALL STUD �- I (TYP SILLS/PLATES/BLOCKING, NAIL FIRST (MAX) STUDS w/.1310" (JN NAILS 0 EA ", I \ MATCH BRACE LOCATION I I I I. � & EXT. WALLS. NOT REQUIRE SIZE, GRADE, S:'ECIES & I ) CS0,11ENCE"FC,TOR I I "-� ON TOP CHORD. . I I I SPACING 7 I -. -! 01 I I 12d COMMONS AT 8" D.C. ,- I I I USING WOOD*Tie ANCHORING RODS PER , -\ I I Z ., PLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STUD BEYOND LAST TRUSS. ED - , I I 11 I I , i � , I �irlffi -1-- BY TRUSS' �,, ,�� I ,----, I I I I DETAIL B/ST11 I TYPICAL,..U.N.O. 11-.,P';: , \ I - , � 5��W.��, --,.-,-,- 959-�- SIDE PANEL HEIGHT TO � -A JENGINEER. . 1--� . INTERMEDIATE FLOOR I I I � I � I FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE L.. I H 11 I I I I I I I , 1. . WIDTH REQUIREMENTS TRUSS LEDGER & CCNNETION SCHEDU EER TRUSS) 25Y-' -1 SYSTEM I I I I TO TOP PL., SHOE PL. & RIM or I SPH4-6-8 @ MAX 32"o/c @ J I 1 1 1 h (ft) MIN , I I I I I . 1 1,W - "I IBOLTS �, r I 1 . [7,7# 0-776...... � - RIBBON W/ PRESCRIBED "EDGE NAILING" - PL-TO-STUDS - NOT REQUIRE 2� 1 1 - I 1 7, 2'-' W/(5) NAILS 0 EX . I CEILING LINE I � 11 1, � 1, x TRUSS WEB REQUIRING BRACIN . I SIZE/SPACING. I WHEN USING WOOD,Tie ANCHORING M I 7- Ry# 777-l241..2xB w/(8) NAILS I � t- PLYS( F < I I I I I I RvA 1242-186�2...2x12 w/(12) NAIJ, ,J I I , I - ! 1- 2" �, DETAIL B/ST1. �I I :: I:. I -�-1--5'- C S UU E) � I I I 9 EAC T RODS PER "I I UST U - , I WITH 4" BRICK VENEER EXTERI I U// . - 1% I I I � .. I �=1 7 LEDGER UETAIL I . I � I FINISH, ADD CORRUGATED G LV. ,�, , , �� .. I / I I 11 I � I BRICK TIES @ 24"o/c HORZ. & 1.�1. � -- 4 1 E) NOT TO SCALE /-� � - A-----/ I I I 16"o/c VERT. BRICK TIES MUST , 1/2"dia X 7" EM13EDMENT I 1-1 111�i .- I I � -- --- I ---- ------------� TRUSS ON PARALLEL END WALL(NOTE: I �- , - �- --1111111-1 ---I- � I I BE FASTENED THRU SHTN'G TO CAST-IN-PLACE "J" BOLTS OR ��, I ROCIF/FLOOR RIBBON ON FLOOR TRUSSES NOT SHOWN ; I I � I (1) HTT5 TO ATR (TYP). HEIGHT-LIMITED 1�-TRUSSES I I FOR CLARITY,) : I WALL STUDS. I � 1/2"dia X 6" EM13EDMENT � I - APPLICATIONS MAY USE, I.L.O. EACH ROOF/FLOOR SHEA H �. (2) #2 SPF 2x4 0 EA, CORNER I I I I I 11 HTT5, (1) PHD6 OR (2) PHD2's. IF I.L.O. 44 POST, (3) #2 SPF 2x4'S SINGLE TRUSS EPDXIED ALL-THREAD RODS W/ I � FOOTING (SEE TYPICAL WALL SECTION) PHID2's ARE USED, MATCH HTT4 ATR - - 17 - 0 CORNERS DIRECTLY BENEATH I I I W-- I WALL SHEATHING PER TABLE 2 x2"xl/8". WASHERS @ 24"o C. .- I , I SPECS. IF OVER 1st FLOOR BEAM, I � BEAM WHEN 6x6 IS REO'D., BRACING NOTE I I 4% , I I 5.L � I SEE SILL PL* SHEAR CONNECTOR �, , �: -1 STRAP TO BEAM w/ (3) CS16's (3ply 2X4 #2 SPF LEDGER I 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, u.N.O. I I MONOLI THIC-STYLE FOUNDATION SCHEDULE ON S-SHEET(S) � �- I END POSTS REQUIRED), w/(4) �1 31 X 3" TO 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 n SHOWN. SEE SHEET S12 FO I EACH INTERSECTING EPDXIED ALL THREAD 0 EACH � I � 1 (3) .131x3" - APPROPRIATE BRACING DETAILS. THE Ist USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE - FLORIDA DESIGN I 1 4-- 1 APPROVED FOUNDATION WHEN USING WOCD*Tie RODS. � I 11 PECIAL SHEARWALL DETAIL T -- --Q-R ALTERNATIVE AS SHOWN ON CENTER TO CLAIM A $100 GIFT CERTIFICATE. q.- "I 1, I ,� I 1 7-NAILS 10 EACH ----- . STRUCTURAL PLAN. � I CHORDS ON I I TRUSS OR 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS � LEDGER TO DETAILS PRODUCED BY THE TRUSS ENGINEER, ,- I I I I I DIFFERENT HEIGHTS -\ BLOCKING. 4. ALL FASTENERS SHOWN ARE ,131x3" NAILS. I I � I TYPES/STYLES. I ,�, I I G NOT TO SCALE USE WHEN BOTTOM I I I . N N _,-----, III BEAM-STRAP PER N/STI LON 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I I TYPICAL ONE- & TWO-STbRY WALL DETAIL � 11 -...-- I - ----.- - -... i OF WALL. I - - 7 16 A.P.A. OR TECO RATED 6. REFER TO EICSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. . I I , - I I G) NOT TO SCALE I/ �i I I I� -1 - �I I", - SHEATHING W1 6712"o/c Bid i , I �................. --.-.-.-- I�� - i ... 2x4 #2 SPF BLOCKING 0 .. -(4) .131x2i" TOENAILS III NAILING - 4 SIDES PERMANENT ROOF & FLOOR LATERAL BRACING � I I ----l.-............................. � � , - I - � 5" < FROM EDGE OF 24" O/C. REDUCE I 0 EACH BLOCKING III I I I I� " ; AX,--- SPACING TO 16" a/c FOR TO TOP PLATE OF G NOT TO SCALE I I I LOW-CARBON STEEL NUT FOR )�" A 1.",�" '-,�-�7 1 SHEATHING/POST SW2 AND 12" a/c FOR -V 71 EXTERIOR WALL. PT. BEAM ABOVE �1 04 , I - �,�, � ROOF SYSTEM - I ...... -----1 -�.-.- SWI. I --- I .--- ----------------------- --I1 1 4% � . ABOVE ROUND "FENDER" WAS i I��,�.. I I ---------9.... - I --.---......---------.- E , ,- I CONNECTED TO WALL IV-- . � I I IL WASHER ;1 , 1, I I ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTIOOKFRS - 3%3"x9/64" SLOTTED STEI ---------- ---- PER STRUCTURAL � i . ----� , : I 7 - PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS--< 16", @ 24"o/c W/ I U I ROD TO BE POSITIONED SO THAT SCIORE - ---- I DETAILS, I I EXTERIOR WALL .-// TRUSS IS LESS THAN THE MINIMUM ON-CENTER , , . , , I WASHER CAN BE TOTALLY SUPP9M BY I I i SW (TYPE) SPACING INDICATED FOR THE "X"-BRACING, A (1) H5 CEACH OUTLOOKER TO TOP � I V. I � - TOP PL.. -111-]I - T:+ CHORD OF GABLE TRUSS OR END #I- 0 T HER ABOV , , I %-- - ----- - � I MIN. 7116- THICK (24/16 SPAN INDEX) APA- OR � I I I ,I I TECD-RATED WALL SHEATHING ATTACHED TO DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE BUILT-UP OR BOXED COLUMN MAY EE 1% SNGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP >, I I I I - I` I I I �: I I U�1[)I IN LIEU OF 4x4 OR 6x6, I AND THE OTHER (OFF-PEAK) "X"-BRACES MAY [ - 0 - I / , 11 ' 1 FRAMING MEMBERS & BLOCKING PER TABLE BELOW. EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. (9 I VERHAINGS 16'L-->24", 0 16"o I .- WASHER TO 30-35 " �,. I / /C I I : I I -- I I - - L BLOCK ALL UNSUPPORTED PANEL EDGES W/ IN. N DETAIL �E OMITTED AT THE CONTRACTOR'S DISCRETION. (2 1 - TIME OF INSTALLA I- : L i I . � - � 2x4 BLOCKING. 2) H5 *EACH OUTLOOKE � I I R TO TOP I I 4-1 I �i�- \ �S). I . I TRUSS BLOCKING DETAIL NOT TO SCALE FASTEN ALLROOF Si G CHORD OF GABLE TRUSS OR I I I 11 -- - I � - ., 2ply MIN. STUD END POST(PER I "r ' O" OF AEATHI END FA TEN ALL ROOF SHEATHING I � - I, v,,, ,- CTURAL PLAN) 0 EACH END OF-- RUT TO SCALE 2x4 BLOCKING AT ALL RO �, WITHIN 4'-O" OF r.'ARI F WA`rI ALL TOP >. \M �1-n" np, rAPIF7 WAI I % I I I - I ----� ! -WALL U.N.O.. SEE DETAIL D-ST I-, : (9 I SHEATHING PANEL EDGES WITHI 11 TO ALL SUPPORTS W/8d �ALL SUPPORTS-W�-8d I U") 4% I FATR MAXIMUM OUT-OF-PLUMB " ATTACHMENT OF P,PST PLY-S. �- I I -- ---. ..--- - 4'-Cr OF GABLE WALL. . NAILS 0 4"o/c 2x #2 SYP BLKN'G BTWN I" 11 S 0 4"o/c I I q" , TOLERANCE: )4" PER FOOT OR 2* PER -� I OUTLOOKERS w/.1310" � .-..-- - I I FLOOR LEVEL - WHICHEVER IS LESS. --------------.-- E .:V � ---1....-T- I I .1, - - - 1 5-1/2" MAX ROD U.N.0, � (3) .131 x : TOE-NAILS I � I PROVIDE FUL I " I I i.: HEADER PER STRUCTURAL 0 OUTLO �ER / I ^ � , � 7r I I I . 'I KIN I #I. SHEATHING COVERAG I WOOD-Tr.ROD � I I I -0- -"- - 1 1/2- WOOD-rie . - TOE- ----tn -72'. ... I I I -J M � � TOP 0RID or 10P � a I III I K NG-STUD ASSEMBLY #2 SYP DBL . PLAN OR TRUSS LAYOUT I / BLOCKING TO-TRUSS DROPPED (-3-Y) TOP CHORD 4 BLOC G AT ALL ROOF -.-- --- ---� --- . -..---.- OP CHO . SHEATHING PANEL EDGES WITHIN ON MIN. ONE PLATE',J I I WOOD TIE R PER �'--� AT OPENINGS MAY SERVE TOP > A 1�� 7. 2x "L" OR "T" BRACING ON VERTICAL I .- . CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES I I < NAILING INTO TOP PLAT.1 I I �� 11 '.1 � /ST1---,, AS END POSTS AT I -.--------------L I A. -- 4 11 III 11ILL -- I - I . I I [-- I I PER A/ST'� �I , - I SHEAR-WALL ENDS , 1 2: #2 ER 2x WEBS AS SPEC'D BY TRUSS ENGINEER. I I I ..- ----I I! 11 I MIN. 2x4 #2 SPF 0 MAX. 24"o/c w/ 131 x3" RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS 0 24" O/C ATTACHED TO RIDGE & VALLEY NAILER W/ (3) .131xY TOENAILS. I �i I INSTALL DBL 2x I G VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W/ (4) .131x2i" NAILS. I I I � .131x3" NAILS 0 6"o/c FROM BRACIN OUTLOOKER- 1 ,- I . I I ;I 1 Ell� i" � '\�(2)MSTA24 W/I�E)Iod / PER tIAN167 � 11 I LJJ U� i . I '-- 0 0 _NAILS . ,",I . .;, L BSTYMIP Ty 0 //// 1(3)1 TOE 11 w (3) .131.3" 1 . I I ; HOLD-DOWN AT EACH 5-1 BLOCKING IN EACH END OF A-�H 11 -NAILS TO WEB� ABSENT OF SPEC(S) ON � , I : I I t OF SHEAR-WALL, PER , Ilu 2x #2 SYP D EMBLY I INTERMEDIATE SHEAR . IAX .......�� OUBLE TOP > ASS RAFTER CRIPPLES - 2x4 #2 SPIF CRIPPLES @ 4' O/C (MAX HEIGHT = 6'-3"*). � I ji I FIRST TWO STUD TRUSS ENG., REFER TO 'EXT. WALL �1� I I I i NTE0EDIATE FLOOR FASTENERS, PER DETAIL I ASSOCIATED TABLE. 1Z SPACE MATCH BEAM TO POST. I -- 2x4 #2 !;YP "X" BRACING. LOCA STUD SCHED." ON STRUCTURAL 1� I- SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4 #2 SPF @ 2' O/C (MAX HEIGHT = 6*-3"*). 1 1 LLJ I �� I LOW-CARBON STEEL I SYSTEM-APPLICABLE � I 11 11 11 n . � � I I COUPLER wl MIN. I L:t�- �TO I,IULTI-STORY A/ST1 TABLE, TYP. I � � . - %BEAM 0VE I EQUALLr tAL;H WAY A5 SHOWN BELOW. EXTEND "X" DRAWING, USING WEB LENGTH/HEIGHT 2X STUDS CONTINUOUS FROM FLOOR *IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE W/ .131x3" NAILS @ 4" O/C (MAX HEIGHT = W-10"). I I I I .. W, : BUILDINGS ONLY. . . C ( BRACES INWARD MIN. 8' FROM GABLE WALL AND I.L.O. >HEIGHT, DOUBLE AND/OR 11 I I I THREAD ENGAGEMENT Ik�� ----i I 11 - ----- L! - E k. SYSTEM TO UNDERSIDE OF DBL TOP > *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS @ 4" O/C (MAX HEIGHT = 11'-2"). 1 1 I I � � ATTACH TO 2x4 VERT @ MID-POINT w/ (3) ,13lx3" TRIPLE `L's/T's" AS REQUIRED TO ASSEMBLY(O OUTLOOKERS). SEE I 1 I 1� 1.1 11 -- i NAILS FM EA SIDE OF -X- BRACING, MIN, (3) EVENLY MAINTAIN MAX a/c SPACING WHE STRUCTURAL PLAN. I I " I -- ----- ry - I ��, FROM EACH WOOD*Tie .r - I TOP E*OF 11� IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) ,131x3" � I ROD, (OPTIONAL, 'I� -�--I I I . - " E. EQST/BEAU- 4x4 POST I I LOCATE � . :1 `N- ED "X" BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON 11% TOE-NAILS TO EACH TRUSS TOP CHORD. I �'i INTERMEDIATE SHEA FASTENERS. PER IL:>t,-�- � / '-�CDL.M' S TALLER THAN 10' OR CD D - I I I I I "�.1 WOOD-Tie RODS - Y2"dio. SHEAR CONNETOR SCHEDULE ( 1/2- d- 11 I THOSE SUPPORTING ENGINEERED MAX. "X" BRACE SPACING: 6PbPPVbF-TOF` CHORD CABLE ROO 11 I I ATTACH CRIPPLES TO RAFTER OR RIDGE W/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING W/ (3) -131x3" TOENAILS. I I f IL WOOD-T'oie' RGE/ (2) MSTA30 W/(24) 10d I-> WOOD PRODUCT: USE PT #2 <4A2 PITCH - 8'-O"o/c TRUSS ENGINEERED ROOF TRUSSES OR RIDGE - USE MIN. 2x8 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). - I . I - A307 THREADED STEEL RODS i--- S U.N,O. NAILS NAILED TO PLATES L,/-, T013=7 - CONVENTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO COVM AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END W/ (3) .131xY TOENAILS, � = V) I I , , -ATR ) LOCATED AT TRDTN'L IVITL CONNECTORS WOOD*Tle ANCHORING STRUCTURAL PLAN) \ TICO-RNAAT 7 `�` BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1, I � I � 4 1 ( AND BLOCKING ON INSIDE SYP 6x6 POST. (U.N.O. ON X2 '%PITCH - 6'-O"o/c 7/16- THICK (MIN,) APA- I I CORNERS, EACH SIDE OF EXTRA ROD REQ. FOR SHEAR-WALL HOLD DOWN IN CE OF LL. "11 - MATCH ED WALL SHEATHING. .. � "INDEX" SH1krHING 1/4- FROM EDI TE I OPENINGS LARGER THAN 6'. - ADDITION TO ANY RODS USED FOR UPLIFT. � ---- --------77-11....Z- - IL SIZE/SPACING 9-7-1 �- SEE TRUSS DETAIL .VALCONVF1103" (IN TRUSS INSTALLA11ON PACKAGE) FOR VISUAL PRESENTATION. I 0 � -- I -)� AND Vo/c (EXT. WALLS) or I I - . - DESIGNATED FOR WALL BELOW . --- I � BOTT M E PLATE FOR SILL PLAT I 4'o/c (INT. WALLS) � 2x4 #2 SYP LATERAL BRACING -J GABLE, BLOCK ALL PANEL EDGES. �� MOISTL H W/ (3) ,13lx3" NAILS INTO EACH � 0- , RE TE I I / E TRUSS BOTTOM CHORD. MATCH ** BALLOON FRAMING MAY BE USED WITH MATCH EDGE NAILING - MATCH EDGE NAILING -- I S1.0 I SEE TABLE FOR I ABOVE _,ON OF / CONNECT END OF LATERAL BRACE TO PATTERN FOR 2x #2 SYP CONTINUOUS --- 6 PYERLA, CONNECTO I F/STl FOR USE AT ENDS OF 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR-WALL SEGMENT (y PATTERN FOR � - 2x4 #2 SYP "CAT I < X P I ,E TOP OF W '�" SHEAR WALL SEGMENTS. NAIL SPACING TOP %IE*QE & ATR OR (1) HTT16 & ATR, SPACING & LOCAl EITHER ROOF TRUSSES OR CONVENTIONAL �/ IRE'FROSTHECTION AND SHEAR I L// T EREAFTER. SEE DETAIL � 1'� '' POST�O SLAB CONNE!Cfla�NTH /I BALLOON FRAMED ONTO DOUI�T- S - -'\�B AM ABU44 OR ABU66 W/(12) 16d - i� , , I =:, 0 IDE Ft O APPROVED � SHEAR-WALL SPECIFIED SW(BEL FROM TOP >OF SPECIFIED SW(BEL 12"o/c ATTACHED TO UE OF SHEATHING t Ist-FLOOR SHEAR-WALLS \ i 1/�/ W/ � USH' W/ SLAB Eb��E. 2 FASTENERS AND ' - DESIGNATION I 2nd-FLOOR SHEAR-WALLS � 4 POST/BEAM, Nr 'I ADJACENT"X* BRA (2) H2.5's. H5's OR EQ. FRAMING. IN EITHER APPLICATION. WALL AT SHEATHIN TOP S EAR-WALL TO ADJACENT. AT SHEATHIN TOP TOP >IS W/(4) 12d if i SPACING, I � PANEL PANEL TRADITIONAL WOOI TRADITIONAL . WOOD-Tie I . / . - , � FRAMING MILS1 BE CONTINUOUS FROM THE CHORD OF INDICATED I PARALLEL TRUSS. ADD .131 CHORD OF INDICATED /-COMMON NAILS & I EDGES FIELD HARDWARE RODS \ I- -,-' = / CING� ry I . I -�� 'r _.]r ) 2x STUDS CONTINUOUS FF ATTACH BOTTOM CHORD OF GABLE FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. ,,�� , _ __ - HARDWARE RODS 1-1 I FLOORSYSTEM TO BOTTOM CHC ------- x 3" NAILS FROM TRUSS BC TRUSS CONNECTION, ATTACH TO EACH . %. I k I 'D --/ TRUSS TO TOP >ASSEMBLY wl I �R�D I IIADJACENT, AND CONNECTED TO. TO THE I � �.-�11 1, . . � I..� P . - 1 - . OF GABLE TRUSS, SEE 1->11 To 2x AND FROM 2x To JACE T TRUSS L-1- X I� \- � SW WALL SEGMENTS >-15' LONG: WALL SEGMENTS > (2) CSIti's ACROSS WALL SEGMENTS > ,,- FASTEN STUD PLY'& I,, : .. . I III 1. 1 .131.3' TOENAILS @ 6"o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. LF A I TOP > - MATCH EDGE 1 (3) 10d COMMON W/ I - 6"O/C 12'o/c NONE REO'D. WALL 15' LONG: NONE FLOOR SY I\�\11 \1; . - , C14 STEM TO 15' LONG: NONE - -1 MSTA12 STRAPS 0 48-o/c OR LTP4 THE INSIDE OF THE WALL STUDS AND THE B.C. NAILING PATTERN FOR TOE-NAILS. I ENCLOSED TOGETHER PER DETAIL STRUCTURAL PLAN. GABLE TRUSS IS USED. IT MAY BE APPLIED TO A . .. I 2-PART EPDXY, INSTALLED 4 i�j - .L; ( -�// - " \11 11 1, 1,1, PLATES 0 32"o/c, SPECIFIED SHEAR-WALL. 2x I I 4% I SIMPSON -AT- (ACRYLIC TIE)- � � . I- . ,� I �SEGMENTS < 15' LONG: (1) R Q'D. W LL HEADER OR STUD REQ'D. WALL I D-ST1. �p�7) PER MANUFACTURER'S -----__ PARTIALLY TS 15' COLUMN BELOW w/ SEGMENTS < 15' 'K�, :� I 11 PLATFORM FRAMED I ATTACHED TO EACH STUD WITH (3) .131 X 3- MUST MATCH OR EXCEED � .. - F HTT16 OR (1) PHD2 SEGMEN \, . INSTRUCTIONS. ---�) `7 0 �2 < . I MONOLITHIC-STYLE 6"o/c LONC, (1) Y2-dio 1st FLOOR ,�"dio � \?/1 X/ -d AND THE T.C. TO THE TOP PLATES W/.131 X ENG. TRUSS - - LENGHT OF SHEAN-WALL. I ENG. TRUSS tt . ENG. TRUSS I - 3t . ENCLOSED LONG: (1) I r . ; - HO BOTTOM CHORD OF GABLE TRUSS MAY BE P 4"o/c IN (2) STAGGERED ROWS. 1* SHEAR-WALL - CONS I I I I 121 . �� -L (- II-0/c WOOD-Tie ROD LD-DOWN AT BASE \��%,/,/\�, ** � 11 � I ; 4-- :" - FOR CLARITY, SEE WOOD-Tie ROD '/�, , 1, AT, SLOPED, OR COMBINATION THEREOF. IN U SHEAR-WALL - CONS U T I I I ry � :2 -J I SW2 FL S 0* L, 0 LWJ ----�' , I SHEET ST2 FOR (1) HTT4 OR (1) PHD2 (1) Y,"dio (2) CSIIS'�ACROSS (1)X"dra I +---. ----L11J----It---11-------I— L � FOOTING (SEE N * 1st OUTLOOKER IS PER SPECIFICATION. Ell I PER SPECIFICATION. E 0- I ENCLOSED 4"o/c 12"o/c WOOD*r,e ROD FLOOR SYSTEM TO WOOD*Tie ROD I " ALL I TANCES: VERTICAL WALL FRAMING MUST 1 40 , 0�q5 0 ,� �I � I- APPROVED FOUNDATION ' ' - OR BE CONTINUOUS FROM FLOOR BELOW TO TOP " -32" FROM FASCIA OR BOTH SIDE(S) MAY EDGE OF 2x NEED NOT I OR BOTH SIDE(S) MA BE I < I ! I- � TYPES/STYLES. SIZE) PLATES IMMEDIATELY ADJACENT, AND I -.-.--- I SHEATHED, ATHED. I � I ---- HEADER OR STUD ') BOARD, DOUBLE 1st ! SHE I I .< :2. Z) , I COL BELOW W/ Ist ---------I--------- � OUTLOOKER ONLY. I 1. � . :2 ARTIALLY � CONNECTED TO, BOTTOM CHORD ABOVE. � 11 I CLOSE Y�4"O/c B'o/c FLOOR HOLD-DOWN . OF TOP >. I 0 � CLO LL I I I 7 fl, 4 I - I � . . I � FEN ED . AT BASE - TH S DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A n`l � � I I MIN, 2",EDGE__J . Z�� I I Swi (1) HTT5 OR (1)PHD6 (1) %'dio WOOD*Tie (3) CSI67 ACROSS (1) %"dia WOOD-rie CHANGE IN PLATE HEIGHT FRAMING DETAIL UAC, SHIEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA D M 0 DISTANCE . . -1 SEE SILL PL.'SHEAR CONNECTOR SCHEDULE ON ENCLOSED 3-G/c 12-G/c 1 ROD (MATCH HTT22 FLOOR SYSTEM TO ROD NOT TO SCALE @ NOT TO SCALE AN ENGINEERED TRUSS.AND MAY BE USED I.L.C. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED 1,L,O. FRAMING THE I ;I . . . I �Q` S-SHEET(S) FOR SILL PL.-TO-FOUNDATION EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 G) � I TYPICAL GABLE-E SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE=TAA I � -- i ACHORkGE WHEN USING WOOD*Tie RODS. I / 3"X3*XY4" COL. BELOW W/ Ist EMBED./EDGE DIST.) : .........--L.- - -............... -ND FRAWING DETAIL - U.�,Q. SHEATHING. THIS CQ LL I � I I ,q;�- n � I I W/ ' -------- ----- ...- IN IS=IS NQT APPLIC NAI SHEATHING. THIS DETAIL IS UQI.APELICABLE WHEN . I � . � � 1� I- - . I I PARTIALLY I ROUND-HOLE WASHER FLOOR HOLD-DOWN w/ 3"0%)/4" FOR ADDITIONAL INFORMATION AND DETAILS -SEE TRUSS ENGINEERING NOT TO SCALE ROOF F AM I EROOF FRAMING IS USEp, ,V- W � I - - ENCLOSED 3"o/c 8"O/C AT BASE ROUND-HOI F � YPSUM CLN'G �,, DETAILS FOR MAXIMUM a/c G) . --------------------------------------------------- I 11 � U - -� SPACING OF BRACING. ............----.-................. ......-----.---.--...-.......-..------.,--....-....�----.----- - OPTION #2 U) WOOD*Tie DETAILS & SPECIFICATIONS I . AS ER DIAPHRAGM, REFER TO REPORT ICC ESR 1-1/ - I OPTION #1 I 1 -�15) Eld NAILS E L L-t- INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE � NOT TO SCALE . . I -I - I * = MIN. CH END OF EACH STRAP, 1335 & ESR 1046 "GYPSUM BOARD EXTEND HEADER TO KING STUDS . INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE @ � - , I I.,I I- I NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16" THICK APA OR TECO- 6LL UNDER-EAVES (SOFFIT) TO INTERIOR & EXTERIOR APPLICATIONS,". SEE H.I.B. '91 and BCS1 1-03 EXTEND ONE STUD TO TOP OF 11 --- I -----..---- , ----------- I ------- ----------------------------�---------------------- SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. RATED WALL BE EITHER VINYL SOFFIT FOR ADDITIONAL ENGINEERED , HEADER. INSTALL REMAINING STUDS I � MATCH EDGE NAILING -- ry ,,�-- 0 -J LLE WOOD TRUSS HANDLING. ASJACKSTUDS AND STRAP EACH I I � I MATERIAL, RATED & INSTA D . I . . � � --.:-.7--o-. �- NG - I I 2x #2 SPF BLOCKING, AS REO'D FOR RADJUSED-TOP 1 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12'xl2" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. .* INSTALLATION AND BRACING ... . . . . -_I I PATTERN FOR - ROOF/FLOOR SHEATHI �--� � I I FOR THE APPLICABLE DESIGN )--��" DETAILS & INSTRUCTIONS. I SPECIFIED SW(BEL . 2x4 #2 SYP NAILER TO � MIN. 7/16- THICK WALL WINDOWS w/(2) .13lx3" TOE-NAILS PER END. 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED. ADD (2) MSTA24's (ONE EACH SIDE OF >) CENTERED ON I RESSURES FOR THE SPECIFIC I SIDE w/ (1) MSTA24 PER PLY. ... . .,t. HEADER PER STRUCTURAL PLAN. . � . . I, I AT SHEATHIN TOP 1. BOTTOM CHORD OF TRUSS I -,------ I STRUCTURAL Ix4 SYP CONTINUOUS BRACING CHORD OF INDICATED 16" W/ 10d COMMON 0 3"o/c, PROVIDE FULL DEPTH / / / I I - SHEET-SIDING w/(1) ROW OF Bd " TOP PL. - PER CALL 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR (MIN.) APA- OR TECO-RATED w/(2) 10d TO EACH TRUSS. 11 , * I- --------- --- TRUSS CONNECTIOK MAX BLOCKING BETWEEN JOI 2 : : : : : I i Z' MAX OUT ON STRUCTURAL - SHEATHING W/ 6"/6"o/c - DO NOT SPLICE - OVERLAP --, FASTEN TOP PLATE TO HEADER ----- ---P-1-1 -- --- I 7/16- THICK (MIN.) (24/16 ST/ ��/ / / / NAILS @ 3"o/c AT TOP OF , 0 TOP PL.-TO-HEADER 0 -WALLS WITH MINIMUM ATR EMBEDMENTS(INTO LINTEL OR TIE-BEAM) INCREASED TO 12" FOR 1/2"dla AND 15" FOR 5/8"dia RODS ,- IN T I / // // // SHEATHING OR HEADER, ADJACENT TO A I 17� 3) TOP PL. SPLICES IN SWI & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY-SPACED 10d NAILS. P . � . ->; --------- [-- 00 U EACH SPLICE. PPLICATION, Q_R %" THICK SHTN'G (IN TO TOP >) AND AT PLtN. SPH4 6-8 CONNECTORS SHEAR I. 6d NAILING. BLOCK ALL I 1213. JOINTS MIN. (2) TRUSSES. 1 / 3 / 2 WQ2) ROWS OF 16d NAILS 0 .-I.1 -I- SPAN INDEX) APA- OR TRUSSES ABOVE Ist ST U) C\4 N--- LJ I I F I I � I 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 EDGES. I - EXTEND BRACING TO END OR � ., : I .. 3"o c (TYP), I I .1 I TECO-RATED WALL SHEAR-WALLS. ATTACHOR��' / / / / / / / BOTTOM OF SHTN'G (IN TO HDR 1'.�� ABOVE. REFER TO DETAIL W/ST1 FOR OPTIONS.. ..!�,I I SEE CALL-OUT I IT] 1111 I NO ADDITIONAL PLTO-HEADEF� I I / E Ir 11 I - . STRUCTURAL I .II,. .,.� LI G. BLOCK ALL 4- T, ,-I, , �1� 1, , FASTEN SHEATHING TO HEADER W/ . -I 24" MIN. FOR 2 STORY ATTACH SHEATHING UNSUPPORTED PANEL BLOCKING TO TDP P / /- / / / / / � I S REQ'D w/ TRUSS I I . " [-r .1310" TOE- OR - Bd NAILS IN 3" GRID PATTERN AS TO NAILER W/ -- 0#. FOR HIGHER , , . --, OPENING, 11:1 I.I., I w/ 0.131* 3* T E NAILS 0 1 ; ' 11 -- :1: " SHOWN & 3'o/c INTO ALL FRAMING .1 .1 COMMON 0 3'o/c. I I I UPLIFTS USE I I ;�� END-NAILS 0 KING-STUD * I . : EDGES */2x BLOCKING. UPLIFTS (1,0 -1--,'-t 11-1 --, �-TO HEADER. 2x6 HDR. I TYPICAL SHEAR-WALL ASSElvIBLY DETAIL C 'Zrl7 a/c 5d COOLER - , "",� I - 4-0/C IN (2) STAGGERD I SPECIFIED ON STRUCTURAL PLAN. ----�: ----- I *1 Ir- NOT TO SCALE SHEAR-WALL - CONSTRUCT R MEB �1\ .. R � III . DRAFT I X I I � USE (6) NAILS, 2x8 & I 1 G NAILS OR #6, I-Y4- '�'--E CONTINUOUS BRACING IS SILLS) (TYP). I I :1 IF THE INDICATED I PER SPECIFICATION, I � � ,,7-7-- MEMEBE S (STUDS, BLOCKING, AND . I OWS., , ,\ 2xIO HDRS. USE (9) _-___ � ----- I I.. " .!.I .131x3" TOE- OR --/I , WINDOW HEAD - APPLICABLE'ONLY ...--.. .--..--.-.--..-.. �D APPLIED TO THE BOTTOM OF THE � I �MBEDDED STRAPS ARE � ATTACH SHEATHING SHEATH DOUBLE TOP >OF END-NAILS 0 KING-STUD WHEN WINDOW DOESN'T ATTACH, , \\ _TRUSS BOTTOM CHORD BOTTOM CHORD (AND, I . " .1.1 :I NOT PROPERLY TO TOP >!S W/ WALL OF BOTTOM WALL I I I CHECKED EAW I TO HEADER, 11 OD-Tie ROD ADJACENT TO EITHER METHOD - �, SUBSEQUENTLY, THE GYPSUM CUING I .1 CAST-IN-PLACE AILER I I - NAILS., � NUOUS 1x4 BRACING IS ATTACHED TO THE BRACING (6) NAILS, 2x8 & 2xIO SIZE & CONNECTION(S). I\. NAILS, 2xI2 & ENG. (1) WO THE CONTly S MAY BEI -1: INTERMEDIATE (NON-CORNER) a I'l I : COMMON 0 3'o/c . CHORD N , 2x6 HDR, USE DIRECTLY TO HEADER. SEE TABLE FOR WOOD HORS. USE (12) BRACED B AT � \ STUD POSTIF PORCH BEAM IS ,-,. I. PORTAL FRAME DETAIL. MATCH :- III FOUNDATION FOUR. I � I CONVENTIONAL LUMBER (2x8, 200. I TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID I RATHER THAN DIRECTLY TO THE I. TYPICAL. SEE STRUCTURAL P I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A I SCALE N.T.S. HORS. USE (9) NAILS, 202 .-----------j I 1------- \-(1) MSTA-SERIES STRAP CEILI .... � 1-1 -1:1 THEY MAY BE - :.-..-.-..----.--- .::-_ 2xI2. ETC). (1) WCI ROD ALLOW PORCH BEAM TO BE LET IN TO I STUDS PER MAX I TRUSS-To->CONNECTOR, I - -�, _::--:7:---:-.-.�:�- NO DIAPHRAGM (SHOWN AT TRUSS) THE MAXIMUM a/c SPACING FOR ADDITIONAL INFORMATION, REPLACED WITH HTT22's SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA . 1 -.7! -I*-- ADJACENT TO EACH SIDE OF POST IF STRUCTURAL PLAN. . - 1111-. 11� AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE & ENG. WOOD HDRS. USE - - � 0 EACH JACK - Z.M,E I G-IT A CONNECTORS, ETC. I -�.� 1 (12) NAILS.. I --- - -- -- -STUD TO WALL PROVIDED THAT(1) 2x4 #2 SPF LEFT OF THE BRACING IS 24. ,� - o 0- SEE TRUSS SCHEDULE -- ---- PORCH BEAM IS ENGINEERED LUMBER I I )I STRAP TO HEADER ON- 10'_1 . , I DATE 7.7.2015 � / HEADER. 2x6 HDR. USE POST IS ADDED TO EACH SIDE OF I o I.. � .F .. SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL TYPE (DTL A/STI) I 11 - INTERMEDIATE WINDOW HEAD (LSL, LVL, PSI, ETC.) ORT TOP >. IN UNSHEATHED SIDE w/ 1/8 1 FOR A PANEL SPLICE (if needed), I PS � SHEATHING. THIS DETAIL IS NOT APPLICARI F WHEN CONVFNTIONAI - WOOD*Tle ANCHORING RODS, PER-// APPLICABLE wl DE 12" STRAPS, 2x8 & 2xIO - I-— (1) MSTA24 PER PLY. . EMBEDDED STRA I ROOF FRAMING IS uS.�D_ STUDS /SHEAR WA I H JOB NO. :T,AECEH I ADDITION, (1) WOOD*T` GYPSUM CLN'G DiAPHRAGM METH ACING METHOD � .:,\\- 11 I , LL �- I* I ED ' I JOB TRANSCIM(S) ONLY, TASLE�/ HORS. USE 18" STRAPS, is ROD SHOULD M PANEL EDGES SHALL BE BLOCKED, MUST BE INSTALLED w/ I FOR SIZE & CONNECTION(S). � BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN 11 ADDITIONAL PC. OF #4 . FRAMING PER PLAN - DETAIL B/ST1, EACH SIDE OF 2x12 & ENG. WOOD HORS. I - & OCCUR WITHIN 24" OF XI III REBAR PER SIMPSON I 1, EACH OPENING. WITHIN 2 OF USE 24- STRAPS. � I �>, PORCH BEAM AND (1) MSTA24 SHOULD USED WITH 'PARTIALLY ENCLOSED" BUILDING TYPES) 1 7/16- THICK (MIN.) (24/16 SPAN- . .. I. MID-HEIGHT OF WALL. I 0 TION #3 1 OPTION #4 JACK-/KING-STUD ASSEMBLY. 71- - I W A . :. I T CHED TO 1 SIDE OF EACH I X - OR TECO-RATED I .. I. .1.1 . I S UCTIO S. -- 50-FT. NA , (1) SPH4-6-8 CONNECTOR � TOP >CENTERED ON THE JOINT. WALL SHEATHING. BLOCK ALL I I. *��16" MIN, FOR 1 STORY I I INTERIOR SHEAR-WALLS NNING PARALLEL TO TRUSS ABOVE � PINILHION OR EXItxIOR SHEAR-WALLS RUNNING I - - JACK- & KING-STUD(S) . I UNSUPPORTED PANEL EDGES w/ I I U BOVE W HEEL OR I- PER CALLOUT ON 0 SINGLE JACK-STUD TO I I DICAL BOTTOkA CHORD BRACING & SOFFITS DETAILS ... '11.1p. 24" MIN, FOR 2 STORY 1. III "' Project Engineer: - 2x BLOCKING. HORIZONTAL :1 I III STHD141U SHOWN I VERTICAL WEB 6" TO I'-6*, � I I � "" STRUCTURAL PLAN HOE PL. USE (1) LTT206 BE NO%HE4;L I (P ;Oyli TO SCALE APPLICATION REO'D W/STUCCO 1 , 1/2' dio. ANCHOR BOLTS 11 I I IN PROPER : I - - -"�O� 0 DOUBLE JACK-STUDS TO TE PROVIDED _ EXT. FINISH. , r I APPLICATION WITH -4 I - � WINDOW SILL SEE TABLE F � i I SIZE & CONNECTIONI I FOUNDATION, USE (1) THE TOTAL DEPTH OF THE � - ..---�! I --W/ 7" MIN. EMBEDMENT & I!I I � I INTERMEDIATE SHEAR-�� , ,- ",.1 I CURB WALL - `�, (S) HTT16 0 TRIPLE (OR MORE) BEAM IS >9-1/4' UNLESS 1 (2) STHDIAI .I 2"x2"x3/i6" WASHER (TYP), FLOOR I I E*beth A. Woodward, PE FASTENERS, PER SILL PL. ' WINDOW(S) AND -STUDS TO NOTED ON THE STRUCTURAL STRAPS 14* INTO ,I -3ply 2x( ) #2 SYP I I I PLACE 2x4 RIBBON BOA SHEATHING I I -"� '1� , COR .�: JACK I I JECTOR SCHEDULE �:...........f- (S) SHALL .Z 1- OUNDATION. I SHEET. FOUNDATION. USE STHD14EI .., K ---- PT SILL >. I . tMULUMENT LINE" FOR FLOOR AND - I .. I � I AT BASE OF CURB ,Mrofession,al Engineor , , i - ON 5 . r-_+ TACHED TO , - M I ! -SHEET(S). - _ I E. I I � .--- WHEN LOCATED AT A CURB _ r-,t,I' �!`--B-Z SHEATHING I I � I I I ttull I I 11 APPROPRIATE �� i / I � INTERMEDIATE WALL (DTL 2/ST2) AND 1�1--f'$ , WALL. ATTACHMENT. -------- TRUSS TOP CHORD T. I I - No. 6'947 �- , j� J'k ANCHOR BOLTS PER I NAIL POST TO PORCH I � TRUSS BEARING BEGIN *EMBEDMENT" AT BASE I � FLOOR I I L 4 a I 11 - [I , IN ACCORDANCE � . . DETAIL A/STI, TYP. , L E I L L I TRUSS - I L�- --- I �.� I�.I ,,� - �1 FRA I I I OF CURB WALL. -J, :�i! HEEL/END VERTICAL 1 ,4. , ! 1I ,WITH APPLICABLE - 1,- .- �,-�, 1 1 (1) ROW OF I �--i . OF TRUSS I � � � , , 7-. ;1 MANUFACTU 1� � : .131x2i" NAILS 0 2" O/C. REQ'D PLACEMENT '- , 1, . 116 , - IRER'S I -r � 77 I j. I I LL . I I I ZOOF SYSTEM OF OPTIONAL (I.L.O. I FOUNADTION PER STRUCTURAL PLAN. I I I - - - - I ' � I INSTRUCTIONS & I - -I �1.- 1. : i , . ST WALL FRAMING I I C 50 ROOSEVELT BLVD. i T DIRECTIONS. I - , ; : -� HD14's) HTT22's 10d 0 6"o/c FROM CONT, I t I", � � I L� � I I I I - � I - --.-. -V. 1% - 2x4 TO 2x4 BLOCKING I I I I I I I I I -� . � � CJACKSONVILLE, FL 32244 W TRADITIONAL IVIETAL CONNECTORS I I :::: I I I ! OOD*Tie ANCHORING RODS . r\\-2x #2 SYP TOP > �--------d HORIZONTAL 2x4 SPF #2 c_,:,, (904) 680-6279- .I � I � "I � I STRUCTURAL SHEE I I I I a]. "' . (9 PORTAL FRAME DETAIL � � - - � BLOCKING BTWN TRUSS I -O-P I PORCH BEAM, SEE I , '��w 3" NAILS 0 6 a/c 0 " (2) ROWS OF NOT TO SCALE T F PLAN VIEW OF ,; ROOF/FLO SHEATHING ---_ EXTERIOR WALL FNING HEADER OR SILL 130 MPH,EXPOSURE B, 11 - \- - THICK (MIN.) APA- OR --1171 1 DETAIL I ----------------................... -- - I : 1�i MINIMUM SIZE. , I i SEE STRUCTURAL PLAN. % I �� I� MAXIMUM SPAN/OPE ING FOR I 11 11 I I 1 TECO-RATED SHEATHING w/ I .-.-.-..--- -- -.---..- I TRUS TOP CHORD - I -n CIZ� SHEET . MEMBER GIVEN WAILL LrIGHT CONNECTION RREOUIRED � I ,�' " I . I-----FOR STUD SIZE/SPACING � 6"/6'o/c 8d NAILING, BLOCK I -- - ------- . .--.g--.-= � - RED' ---------- ...... I I � D AT ENDS I �I I I REQUIREMENTS. I C-n It - _76771 71 I . &�-, I ALL UNSUPPORTED PANEL EDGES >< HEEL END . 1. . . . .1 . . . -- .. M 0.S, 3PF 8,� ,j� I 11, 12' 1 1 I w/2x BLOCKING. �� --N---N� ""'i , / CONTINUOUS 2x4 SPF #2 W/ - : .. -�� 11 ..-...--.-- -I I I I I - VER n OF TRUSS �� , , i--X4 5'-1, 5'-7" 5'-�"':5'-O" 4'-10" 4-0131 X 3" fOE NAILS I � I I I -STUD POST - NUMBER OF PLYS TO PORCH HEADERl`\ 2x CHIMNEY FRAMING _ " I "-/-.�-- -- . ........... .....�..........--1-............................I....�............... � I I-I--11 I I MATCH HEADER. STUD POST SIZE I M EMBERS - SEE STUD . ; / , (3) .13ix2i" NAILS TO EACH I 10 � ,I - ---� /- -�/---- TRUSS VERTIC 2-2X4 P'-4" 7'--11" V-6": 7'--2" C-10" 6-).131 X 3"TOE NAILS I I I I 2x SYP BLOCKING w/ .131 3" 1 MIN. 7/16- THICK 4/16 SPAN , , I - . I ,- AND GRADE TO MATCH WALL STUDS - TABLE FOR SIZE, SPECIES ,: AL & 0 Co/c I , , I � . J -----) � I 1: ':, I I NAILS 0 6"o/c TO TOP OF TOP SHEATH CHIMNEY w/ 5/16" & MAX. a/c SPACING - INDEX) APA OR TEC RATED WALL 0�� M . / --- : . � .131.3" NAILS TO I 11--2X6 8'-B" 8'-2" 7'-I' 7'-5" 7'-1" 6-0.131 X 3"TOt NAILS I � I � , I ,� UNLESS NOTED OTHERWISE ON I � SHEATHING ATTACH TO FRAMING M3 INILHMEDIATE BLOCKING. ADD I 1 �.12' -..-. -I - I .. I STRUCTURAL PLAN. CONNECT PLYS >ASSEMBLY& TO TOP OF HARDIE w/6"/6" 8d OR � --- -L-USE OVERALL CHIMNEY . . STI -4" 11'.-B" 11'-O"�'106" 10'-l" 12-A35'S w/11dX1 ,"NAIL� I I PER DETAIL D/STI. � MBLY. 7/16" APA RATED PLYWOOD HEIGHT FOR >HEIGHT. MEMBERS & BLO G 0 ALL W,- (1) MSTA18 STRAP W/ (7) 0 1 .�-. - , I -- I --, -11 I I - � EDGES - / La- � - I w/C-12" o/c. 8d 2-ply 2x's AT CORNERS. UNSUPPORTED P LEDGE I . :, 1�q I EXTERIOR WALL -1A 3�--M--" . : EXTEP*R WALL OPENING HEADER OR SILL 13G MPH,EXPOSURE C. EXTERIOR WAI L-OF ENVC HEADER OR SILL 130 MPH,EXPOSURE D. . IF THE HOUSE IS TIED DOWN USING I � I NAILING PER CA TABLE ON /' I 2x4 MAYBE OMITTED IF (1) 0 :--1 - - ----.--- - --.-,---.--..--- --� --- 1: I DETAIL F/ST1 OR OUT ON � . . I MSTA18 IS USED FROM I : MAXIMUM SPAN/OPENING FOR ,�":, MAX6A M'SP�N/OPENING FOR I I I I 4 1 TRUCTURA . BLOCK-TO BLOCK ACROSS EA. I I- --- � :: CONVENTIONAL STRAPPING. REFER TO THE TOP VIEW STRUCTURA .1, 3 o f 4 MEMBPF : GIVEN WALL HEICHT CONNEGTION REQUIRES MEMBER , I I� (1) MTS12 OR (1) MSTA18 --.--.-.� 'e ---- "O .J REQ'D : I Af FNDS REG D I I 01 VEN ZALL HEIGHT 'CONNECTION REQUIRED .: STRUCTURAL SHEET AND DETAIL N/STI FOR 2x4 #2 SYP BLOCKING BETWEEN � ;000, TRUSS) I I [ .. - : ....... ....... � 1" F--,V- - -IT, - --1---i.......... AT ENDS 1 TION DETAILS. I STRA � . 2, SF�F: I ' ' , NO.2,SPF 11 I I TRUSSES BELOW CHIMNEY WALLS P ' . I � , ,.,� . 2 - .......;--- I 2 - - �_-- 11' 1 �� w/ (4) .1310' TOE/END NAILS INEY & (2) HTS20-S OR I : -8" -_V; �1- I -11, ,�-�;; � i, � : -11 -6;=7 - I 5'-O" 4 4�- 70E-NA - ',�� IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR AT EACH END OF BLOCKING TO I TRUSS- >CONNECTOR:--�'� I � I 1-2X4 4-0.1-31 ILS 1-2X4 S-4" 3'-O",I 2'-9" ,A-0.131 X 3"TOE NAILS , 1 (2) MSTA24-S FOR A I I I . -- ------........................ ...-I--............-............. .............-- - .....-- ------- - BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. ;�� I SEE TRUS EDULE FOR DOUBLE TOP >OF WALL I 2-2X4 7'-I" 6'-8" '' :� TOP C AFTER7� - RECTANGLE CHIMNEY 0 EA T (DTL A/STI) I I - I -...-- - -- -Vf 2-'.'-",-I.'.--I........I'-2" 6-OA31 X 3"TOE NAILS 2-2X4 6'-" 1 5'-6" 5'-O�J�- 1-2' 6-0.131 X.3"TOE NAILS li CORNER OF CHIMNEY TO I .--, ,.-.. - - - ----- _ _ __ --- I AT CORNERS OF RECTANGULAR ----- I I - 5'-7" 5'-2" 6-0.131 I :E�n C �:-' --R , , �, :I-- I I I I 1- 6 7'-4" 6'-'11" - 1 5- - ' _� I .1 1�� 6' 2" , 4V-2 X Zr TO��;�� - RAFTER/TRUSS TOP CHORD TUDS I 'T -��--.`�- -'--.--`-,- 8'--6" -�----*9-- ----I -- X.3",TOE NAILS— __8._ --- , �A,�� - �- S SHEAR WALL � I I - , _:__ ;f __ - __ �� CHIMNEYS, USE 2xEl (11.0. 2x4) L -// "��f ,I G -61. _,� I - I- , - [ � 1F Ir *1 INSTALL WALL SHEATHING PANELS -< M X6 1 10-5 9-6 7 - 2- 7'-7" C-10" / , ,-A35'S , - -- F/ OR 2x4 BLOCKING BELOW, FRAMING SEE STRU RAIL PLAN- OPTION #5 -� . I wl (8) NAILS/END (I.L.O. (4) -- . NAILS). � PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24"o/c TRUSS m�� I @ END-VERTICALS -OR- BLOCK W/2x I I . , ETAIL - 'U.Wa , WALL DETAIL �G CHNNEY FRAMING DETAIL FRAMING TO PROVIDE MAX, 16"o/c I �I � ., ��= L� I � INTERIUK OR EXTERIOR SHEAR-WALLS RUNNING WITH LONG AXIS (8' LENGTH) 1. I 0� I I TYPICAL OPENING FRAWN I G Q I �� ME= . PORCH CEILING SHEATHNG DETAIL RA:R---��MLJ-IEA SHEAR-WALL BRACING DETAILS I I NOT TO SCALE I � - -, 'I'll (TYP) SUPPORTS FOR SHEATHING, -- � I 1------- G 1 �,�11 I I I 1,:1 1 , 11 G NOT TO SCALE 091 NOTTO SCALE I NOT TO SCALE I . I NOT TO SCALE I I I i I - I 1. I 1. .. --, - 11 I . I I III 1111111111111 I D . 4 1 " -' � I ' ' - S ' )R A 'O W ' N � ) BRAC'�G REOUIREIEN , <� � TS I "I .rt 7 \ / ,\NT �� I I U2 ,'�, I I \' I > 1� T OR E & -III I 'R S'Z _ �:T t \- "TEN PLIES "_NAILS 0 ' LAP / LAP. L._�O_,TU DS , ID-T.*e I ' - �/STJ 'J ..� I 11 V-- ZM " "I I - 'I - '�r : 1 ---"'r - : I -,----,!----- - �- r...ff-IA-1,'-1---1 0 I NG I� r�. � N � 0 7 R � ,,/ I I I � :, i I I ,I �1- I- I- I! I � . ,�,/ I I ., I -- I - I I , � � -- 011111111111111111 iiiiiiiiiiiijillilillillillimumm, I i ) I t� , I'I � 11 I ,� / \ A \ I I I I. � I I I � I I , , �') � I �, I � / (y �, � I � � 11 - I -\ / /;/ I I I I I � I I . I , V�� : � I � - I I I , I I I � I - � I - � \ ,� I I � I ", I / I-1 -1 / I I I I I I I /. � � " I \ / ) I I � I I I ---", - R � I I � I ,It I � I I I ,;e ''I I I . . --- % 1, . I � SE T1 E S FORA VERTIC LAL CONNECTION.W L NN N I THIS DOCUMENT, � ALONGGWITH 4 CONC SLAB W6X6X10 10WWF 5 HORIZONTAL. ASSOCIATED DOCUMENTS, IS A N OVER 6 MIL VAPOR BARRIER OVER OF 0INSTRUMENTE G ENGINEER'S `ST1 FOR N N SEE VERTICAL WALL CONNECTION.0 . CLEAN, WELL COMPACTED , W ED FILL LL (TYP VERTICAL L REI FORC EMENT . SERVICE FOR THE EXCLUSIVE USE 4„ CONC SLABW� 6 10 10WWF MAY, BE U SED -- # 5 DOWELS Q CORNERS 24o c AT THE PROJECT OJECT TITLED HEREIN. N -_____ - -- 5 HORIZONTAL.0 OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDGE THEREAFTER BEND #5 HOR Z. 6 FROM END INFORMATION DERIVED FROM THIS _N CLiEIAI_N .- W: uL COMPACTED, O: PAC;T ED, TRE A TED FILL L SLOPE- "G R --ID IEII — II i1 I • IL_I 1 _1 .. I I (T A L L DOWELS EL S @ : T O P & BOTTOM IIII _ ” 4(8"I MII N I —,I I i ' OF VERTICALS.A LS. ,I (TYP. V E R TI A L R EI FO RC E ME T . 5 ` DOWELS E S I — A -- o I — - _6 I „ --- -- -F DOCUMENT, AND/OR LOO W R A S S O CIA TE D M z SLO E (1 4 REBAR CONT. @ HEADER COURSE EMBED MINIMUM 6„ INTO FOOTING @ CORNERSNE S & INDICATED o c SPACING DOCUMENTS, MAY NOT BE USED DIMENSIONS ARS5HORIZ: 6; 0 � GRADEE � /48 'I TO S B (GROUT ALL CELLS THEREAFT R, BEND ALL D0 ELS @ T P & 72 FOR OTHER WORK(S) OR MIN_ DISTANCES o SOLD) BOTT0M> E BEDMI MINIMUM 6 INTO FOOTING MFR0M E DF 1- 1 TORYDI E NS O S ARE IN PROJECT(s) W17Hour THE VERTICALS. EXPRESS WRITTEN PERMISSION OFM N DSTANCES OTHE PROJECT ENGINEER EERIDENTIFIED D SAND FILL I E BEDDED STRAPS #5 VERTIC:AIS d n r SPACING REV DESCRIPTION COMPACTED #5VERTICALS 72, INTO SLAB ALL CELLS S @ 24„ 0 C SLOPE 0F W0 BRICK MUS BE INSTALLED w I • YP VERTICALL 4 DOWELS @ TYP. HORIZONTAL 012'COURSES. 2 4 o c GRADE 5 ADDITIONAL PIECE0F 4 — CORNERS & 48 o c THEREAFTER - BEND ALL REINFORCEMENT):T). 2 ADD FILLANDCO COMPACT 12 13 12 COURSES: 16,o c W BRICK 3 REBARPER SI PSON W1.7 MW11) LO LONGITUDINAL AL M LIF 13-1/2 < 15 COU SES:-8„o cNSTRUCTINSTRUCTIONS. 2DOWELS @ TOP & BOTTOM, EMBEDMI MINIMUM 6. WRESSPACED @ 16 0 C.INTO FOOTING 12. INTO SLAB (GROUT PROVIDE II ELLS SOLID 8: C U FILL ALL CELLS SOLD. W0 BRICK 12 WIDE OR CONT 1 STORYFOOTING SIZE COURSES: F R ALLS >HEIGHT: I— 1 I1 z_-x eeSSS3T 2TT1 2 22 - i - C - - - - - - - ' ---l I I I, _-- :-.- --1 --1-I--/ 1—S_I2 I-I II III I-IIII.I_- --aS II I- I -T-IIII- _I -- 1,1I-I-.--II 1I I -- II--1III -- -i1III ---II.IlIII—I lII- -- II1I ----I -— — IIII_ II - ---1 I-- --•-- - I—_ l--i—•III-.i - iII I II I ---I- _IIII IL-TII I..I --III LIII II- LII— 1II-I -----1 III --1, .1.. I,I - -II III II I1II-„II- I. III -I - - - - IL - --i>- --- _— I)1 e-I-1 Is r 2 -- IS 1TAII—21- II 1 I I-I - I - i -I III 6II-= 1 I- ---- )-M- #-I 4iI ILI I1 II -- r�I1 T_ IIII _ II -I-_ . y_I II I _ —_--_ .I _ _- _ - I—II_ I _ I _ I' — - I I I I IIII I-II-IeI —ISITI I2 T I, •-I-_ -_I-I- _- -- ” -- I I I- -- 2I I I II 4I L i C L O I _N T I. II I 1 1 e I _ .. - L I I I _ I I -� --�IIaJJa II II_i.I .IIIt -= _ � —I ) �— I —=- II `=, -_ _ I_ I I .I - I.I I I- - I - I. II 1II1 STOR FOOTING SIZE * MAX. STEMWALL5 R I FORCEME T ITHIN 16i W3 000 sl GRO T.' W/ BRICK 20„ WIDE (INCLUDING i sLEDGEW25 0R3 W/0 BRICK 16 10 W/ 2 #5 C0 f. OR 0FT0P AND BOTT0M 0F DD CLEAN FILL A ID- - COC O - II PIAI -- I IT ,,5 8, COURSES HIGH USE W/ BRICK 20nxi0. W2 5 CONT OR 3 : MASONRY STEM I — 12 Ax.) LIFTS. . I I II —I � - - _ - ZQ00V42 STORY Wo BRICK 1s, WIDE W25 CONT. OR 34 DEPENDING ON WALL HEIGHT. W/O BRICK 20 xt0 W/ 2 5 CONT. OR 8 CMU, GROUT ALL CELLS BRICK 24WIDE (INCLUDI G LEDGE) OR D AMETERS AT ALL JOINTS. 1A ST2 OR 1B ST2 STOR1 1 I I - I I LAP ALLREINFORCEMENT MINIMUM 40 W BRICK 24 x1R M D HEIGHT.0W (3 #5 CO L OR 4 # — - _ __ Th eSOLI : MAX. 10 COURSES. TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATI0N DETAIL TYP. HORIZONTAL C A T I L L NOT r0 SCALE NOT r0 SCALE ADD CLEAN FILL COMPACT #5IH RIZ.I @EACHeN 12 MAX LIFTS. REINFORCEMENT):RCEME T 2 -4th WIRES SPACED @ 16 0 C.W1.7 M 11) LONGITUDINAL Group STANDARD FOOTING SEE DETAIL BELOW SEE ST1 FOR VERTICAL WALL CONNECTION. PROVIDE HORIZONTAL ,a Co ortnE BEDDED a REINFORCEMENT WITHIN 16' OFSTRAPS MUST BEDesigners INSTALLED 1/ 5 1 2WIDE CONIC. SILL TOP AT MAX. 2 COURSES TOP AND BOTTOM OF Engineers AL PIECE ABOVESLABLE EL. SEE ST1 FOR VERTICAL MASONRY STEM WALL. 12„d X 24„W2,500Psl CONC.TOP-TO-GARAGE FLOOR WALLCONN TINGINw35 REBAREXCE T. 6ssoRooseveltBlyd. S MPSON ECTION -- FO _S—STORY NITHBRI K USE 12 d Jacksonville,FLzOF #4 EBAR PER ARIES MAX 7 IGHTS EX (1)#4 CONT IN SOLID GROUTED ED z 4 w w4 5. t9o4)77z biooU BLOCK COURSE L CoA No.29015 NSTRUCTIO S. ANALYSIS) W DTH BY MORE THA 2 RE ADDITIO AL 4 CONIC SLAB 6x10 10WWF TYPICAL SLAB OVER 6 MIL VAPOR BARRIEROVER Zo CLEAN, WELL COMPACTED, TREATED FILL TYP. VERT. NF , SLOPE 1 STORY FOOTING SIZE W 0 BRICK 16x10„ 2 #4 CONT wm Ln `-TT 5 W BRICK 20„x10„ W3 4 OR (2)#5 CONT. w YPICAL FOOTI G SEE 1 ST2 FOR 2 STORYCLE CLEAN COMPACTED SIZE/REINFORCEMENTW/0 BRICK20 0 W34 OR (2)#5 CONT, z� SAND FILL W/ BRICK 24„xo W/ a4 OR 3 #5 CONT. _ 1 to TYPICALFOUNDATION — 10<15 COURSES STEM WALL FOUNDATION IME SIO S ARE FOR STEM WALLS WITH 10<15 COURSES & GW, GP N DISTANCES HIP II_ 6<10 COURSES STEM WALL FOUNDATION SW or SP SOILS to 30# P F LATERAL LOAD FOR STEM WALLS WITH 6<10 COURSES FOUNDATION AT FOUNDATION AT GARAGE NOT TO SCALE NOT r0 SCALE OVERLAP SLAB RECESS SLAB 3 4 FOR SLOPE3 4 X12 4„ C0NC SLAB W6X6X10 10 WWF THRESHOLD EXP. JOINT AT GARAGE DOOR OVER MIL;VAPOR BARRIER OVER 1 . 12„ DEPTH _ STUD 1 4FROM 4CONE SLAB CLEAN WELL COMPACTED, TERMITE OUTSIDE FACE OF$LO K OVER 6 MIL VAPOR BARRIER OVER TREATED FILL RECESS FOR SGDS AB 3/4 4„,CO C SLAB W6X6X10 10 WWF CLEAN WELL COMPACTED, TERMITE TREATED FILL4 CO CSL BWJ6X6X10 10WWF OVER 6 MIL VAPOR BARRIER' OVER OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATE FILL CLEAN, WELL COMPACTED TREATED FILL TYP SLB 0 SW CUT IN 15,x15 GRID DEEP WHILE CO CRETEI_ II W0 IK BLE WITHIN 12 HRS 0F PLACEMENT) -77--------- ---5 YPICAL FOOTING EE 1 ST2 FOR M SIZE/REINFORCEMENT SAND FILL COMPACTED VAPOR BARRIER CONT.DATIN 4 TYPICAL FOU II . 1 STORY)' -I]-�R�d I T RY)_- II IIII -I I 20 2 STORY)'SLOPED TURNED DOWN EDGE FOUNDATION AT S.G.D. FOUNDATION ATS.G.D. Norro SCALE CONTROL T FOR CRA K CONTROL NOT ro SCALE N0rr0 SCALE NOT TO INTERIOR LOAD BEARING NOT TO SCALE F1 DAH HOLD HDR. SLK. 4 CO C SLAB W/ 6X X10/10 WWF OUTSIDE OVER 6 MIL VAPOR BARRIER OVER 1 1/2„ EATED FLL OVER 6 MIL VAPOR BARRROVER 1-12„ -T,CLEAN WELL COMPACTED,TED TREATED FILLCLEAN, WELL CO ACTED, TR4„ CONC SLAB 6X6X100 WWF TYP. SLAB 4C0 C SLABW/ 6X X1010WWF - ILVARIES OVER 6MIL VAPOR BARRIER OVER ------------ LEAN WLL COMPACTED, TREATED FILL VAPOR BARRIER I- II 111CON .... 8 fil - - , ...-.,_ , ,....,_.� ,..., .,.a., ..,.. ,. ., r`II , IIIl - •1 1 1-IIII III_- 11 Ili iI- II --- =-I-.I--II II -- III IIII II -;- -- TYPICAL FOOTING SEE 1ST2 E A ORCE TSIZE R -III TYPICAL FOUNDATION II 1 STORY 20 Q II s4r 2 ' - 1II _IIII-I I I —I_ _- i ` _ � _II i I— II I I II I I T - 1 , I III II-I-I -1 I, : B 2 TURNED DOWN EDGE LOAD B ES AT 0R• R IN_Y G STEP E.-_ P 'D ry _.O-3W N FOUNDATION AT DOOR SILL FOUNDATION AT DOOR SILL sNOT r0 SCALE S NOT SCALE T0 SCALE NOT To SCALE 7 - - U r0LWUMM.,L I .. ZUW HEADER BLOCK OR FORMED & CAST @STEP DOWN 4„ CONC SLAB W/ 6X6X10 10 WWF (1)#5 x2 _0„ OVER OVER 6 MIL VAPOR BARRIER OVER 8%8” CHASE IN AES CLEAN WELL COMPACTED, TERMITE VRI ____-_-_ TREATED FILLCONC. BLOCK STEM WALL. TYP SLAB . WORADGROUT SOLIDVARIES - ----- �' �dN. S1T42l -- -_-_- III —uLruuunr - ---- _- =- III( I (I II :. eS T2 /”.•- • ARacwO� U El I NQ� D za P IP8Es5r 2 e i I' a .. II d. - • ,, - -I , I, � - -- Q�U Za' I - -I--_ II— -I I- II II _ I -I I -----I I � -G ROUT S O LI D CLEAN COMPACTED AROUND PIPE f� - WQ �w � zQe ---- I,I •II _ I I --II L--- 1�I1IIIII1 ---- II 1 I II --I �. IIII II _ _II-- I- _ II IIII TIII— - IIII Wo � Q � _ � - SFIIII - 1T 12 : -- -- _I I III IIIII I I i- ----I, --I II --- II -R I , E -IBI I AS I R L A B- I- I I I - \\\ / 1 \ T/ - \ , \ \;\ C\\ \ O� M P \\ / / � > /0 \ \0 / /L6\ \ / � / \\ \\ \\ / \ \' � \` , > \ ,\\ D /\\\ \D / ,\ \ _C t -D c z�aE 4 rSF FIa G ' N R G iWYPICAL FOOTING FILL II I - I - EE 1 ST2 DRAFTMEf . _-BFOR SIZE/ --- THI KNE S8„ MIN DEEPEN FOOTING @ CHASE TYPICAL FOUNDATION I TYPICALF00TING SEE 1 ST2REINFORCEMENT LOCATION AS RE 'D TO FOR SIZE/REINFORCEMENTI II( CHECKED EAW PROVIDE PROPER SCALE N.T T.S. S .FOOTI G DEPTH. NON LOAD BEARING STEP DoyN DATE 7 7.20 _ 1 ` , _ 5 NOT T0 SCALE AY BE USED ASSU KEN SHOWER DETAIL JOB NO. JOB FOUNDATION WUTILlTY CHASE FOUNDATION W� UTILITY CHASE LOAD BEARING STEP DOWN NOT r0 SCALE Norr0 SCALE N0rr0 SCALE T SQ FT. Project Engineer: STANDARD FOUNDATION DETAILSMONOLITHICFOU FOUNDATION DETAILS STN WALL FOUNDATION DETAILS, \ - - - - �Izabeth A. Wo ttocvDCa - , P E FoundOt On Note. Wood vertical construction uctlon s o n atoP foundation details for clarity. Woodcmu, Icf or other vertical ° cPro Professional En Ineart, THESE DETAILS ARE I E HANGEABLEWITH THE THESE DETAILS RE INTERCHANGEABLE ANGE BLEwiTH TH1License No, 6194 STEM WALLS FOUNDATION DETAILS. M �IOLITHTC FOUNDATONDETAILS acceptable see S 1 for specifics, EPDXIED ATR 2 4 DOWELS PER TYPICAL EXPANSION 0NTYPICALFOU FOUNDATION -HOLD-DOWN TOPF POOL P 0F S B FOUNDATION DETAIL, CAST INTO PAD T 50ROOSEVTBLVDSTRUCTURAL PLANS 1 5 VERT @ EACH TYPICALFOUNDATIONNDATION J0 DECKING SIDE 0FTEM WALL , FOOTINGOR EP XIED WMIN 6 (JACKSONVILLE, FL 32244 HEIGHT CHANGE SLOPE EMBEDMENT, CENTER 4 IPAD \ �904)680-6279 RIZONTAL 5S r>� ts. 20, FTNG. PADS 36„x3 & GER. ATI0N @ 16„ 0 C. RA TYPICAL FOU D S TA R_�__ USE 3 #5 DOWELS.FOUNDATION / POOL ro III F OU DATI0N SHEET DA SLOPE �LEANCO COMPACTED DETAIL SLOPE GRADE „ REBAR d AND FILL COMPACTED GRADE DESIGNED klI�El��I I z 4 VERTI L CONT REBAR D BY SLOPE PER \ao JL I I�I —L GRADE D TYPI L ST2 Q • SEE STRUCTURAL FOUNDATION \ / rn N DET-i _PLANS FOR PAD I CONT. AIL FOOTING SIZE REBAR of SEESTRUCTURAL REBAR SPEC S.PAD BASE P OLOCATION & 4 R PAD � PER STRUC URAL PLAN - SEE STRUCTURAL FOOTING SIZE �z i I �CLEANLOCATI0N & �J 24 \—HORIZONTAL REBARPLANS FOR S1ZE SAND FiLLP R5 2 S EM WALL W45 CORNER DETAIL SECTION VIE LOCATION & REBAR SPECS.N. PADBAsE 45FA E VIEW SECTION VIEto T0 SCALE PAD BASE REBAR SPECS. PER STRUCTURAL PLAN SEE STRUCTURAL PER STRUCT RALPLAN COMPACTED TED P ANS FOR SZES EM WALL HEIGHT HTCHANGE PAD FOOTING FOR M0 0 SLAB SAND PAD BASE LOCATION & FOUNDA 10 �N0r ro SCALE PAD FOOTING FOR STEM WALL To scALE L PLAN REBAR SPECS. NOT T0 SCALE SCALE ACE VIEW PER STRUCTURA _ iI / / / / / / / I - I HATCH LEGEND OFFICE COPY 0 8'1-1/8" SHOPe;§IAVIJI 0 17'7" �f shop drawingtx to whilch th* Staerrn fF __j�fflx 9 h�v Dalry i€ui vuec9 for �'4r}£�it}tk kt� with 2.02E*.d£.$lf�F" ktlZtent €'f R�1'2a` 'iif:t.;�i £•'R �f1¢'^p'fia"ii? -,,,I re,, by r aAd 311 t�nqpneer identified This cacknow�edg"�t-nt. I*Z', >[: tz-,.-aa£s+ '* .xw4C'Ct r'C C.tts'?c£i'S %Nrfth t,'e 11c?,P ?x.s.t` i*f swar relieve N,,;9 or er f3`tgn efrorS or t't"MSS')�'a i�AF:t`i1lrl ��,elr!e" �l�t 5�q ft g� P°iPPR VED L.i!•4P"#P"-R�.O V r2..t eS 84i.f-ED i.a.'i'''� T Af""!P' oVED General Notes: `... -Per ANSI/TPI 1-2002 afl"Truss so Wall" connectione are the responsibility of the Building Designer,not the Truse 20-00-00 10-00-00 6-03-00 6-03-00 10-00-00 20-00-00 Manufacturer. -Use Manufacturers specifications for all hanger connections c.. arils..hosed flu—wise. a.t-` Trusss t be be o c.U N.O WW++KKK All hangers are to:he Simpson or equivalent U.N.O. Use IOd I 1/2'N ilhanger eronncetions to single plv girder trusses. T 6 Tt A ` tq 7 Tr sees t d fined to support brick U.N.O. o o - (a `� Dimensions are Fest-Inchos Sixteenths d 6 1 C Tt .76 - Notes: o. -TTI( 16 �' At� No hack be gee will be accepted by Builders � c 1 �.... ,.......�«... ......,..>,Ra 16 �% _ 'y, .,, .+&_.- % F7retSomce unless approved m writing first. N o ,.i 1 16 - ' ACQ]umber is mrn.ive t truss plates.Any ACQ lumber that in contact with truss plates Be.scabbed on tails)must 72-11-00 have an approved barrier applied first. 1 � 16 Refer t BCSPBI Summary Sheet-Guide,for handling.Installing 1 16 7-00-00 8-00-00 o 3:10-12 a 309-04 8-00-00 0 3-09-12 o.3-t0-12 a 8-00-00 3-09-04 0 3-10-12 '0 8-00-00 7-00-00 and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. TIE 1 6 a ) E It is the esponsibility of the Contractor to ensure of the proper -- -- --- -- nenttion f the trues lacoment lens a.m them struction lu C 301 P ; 1 documents and held conditions of the structure orientation If. i r versed or Ripped layout is required rt will be supplied at no 4-0-00 4-00. a oaoo a- -oa a-a-ooC30!.00 ¢uextra cost by Builders Fi stSource. o jj ao-oo 570(4) ['10(4) It is the responsibility ure y of the Contractor to make sthe 0 placement. f uses.are adjusted for plumbingdrape,can $91 # e light.,ect ,so the trusses do not mt-fere with these type of ( { _ its... a c All common framed rsystems be designed s t NOT Impose any loadds.on the h.floortru below, Th floor • '- $ ' 1 s t t es have not been designed carry y additional loads t] _. _ E �C £ ppr & from above. D -LL top ; S $ "s k 4 This truss cement plan was not created b but pp y as engineer o W j w c oo , t a B l o rather by thin B'ldera FiretSource staff'and is solely to be used ZFin Z " ) s &102(10) as an nstallation guide and dces not require sal.Complete F—W o ( crus.engineering an an yeas can be found on the true.deman O LLQ LLQ > r _ _ adrawings which may be sealed by the.truss design engineer. 114 �14e Scy e ( @= a # F05(3) o p FOS( d '; E 4445 - a # - I Gable end trusses require continuous bottom chord bearing. 515(3) [15(3) 6 t y { 1 ¢e Refer t local codes for wall framing requirements Although all attempts have been made to do so true...may not LL i k be designed symmetrically,Please refer t the individual truss 523 0 0 drawings and truss placement plans for proper orientation and LL FO6(3) placement s C , is - 0 t ( io J 4 3-0-00 Fit 11-69 3-0-00 :, fT' ...r 3 , 9 LN Bul 1-0-OD 1-0-00 T14G v ►IDL Ource 20-00-00 16-06-00 16-05-00 20-00-00 Freeport PHONE:850-835-4541 19-10-00 16-03-00 16-05-00 19-10-00 FAX 850-835-4532 20-00-oo 16-06-00 16-05-00 20-00-00 Jacksonville PHONE:904-772-6100 FAX:904-772-1973 EXTERIOR WALLS HAVE BEEN Tampa HELD BACK 1/2" FOR SHEATHING PHONE: FAX 813-628-8956 I ITAT FOR HUMANITY 173, 177, 18`1, 185 OCEAN GATE R. UADPLEX REVISED ate: D..By: Otlga Rafe 11/30/15 GEB 1736710 MITEK PLATE APPROVAL #'S 2197.2-2197.4, WEYERHAUSER PRODUCT #'S 1630.2-1630. 10 739017 736710 g n T t m _ �1D a Cu"' NSTRUCTION PLANS _ L9 3 7 N FOR ■ -_ OceanGate Individual lots ATLANTIC BEACH, FL NE PREPARED BY: PREPARED FOR: a BEACHES HABITAT FOR 'l ��al� Z R GENESIS GROUP Wz®; HUMANITY SECTION 38 TOWNSHIP 2S RANGE 29E x • _ F R O M V I S I O N T O R E A l I T Y -®° '; O 9822 TAPESTRY PARK CIRCLE, SUITE 201 1671 FRANCIS AVENUE V �� 0 LOCATION MAP '^_ �mmU. JACKSONVILLE, FL 32246 ��__ W m (904)730-9360 Fax: (904) 730-7165 ! ATLANTIC BEACH, FL 32233 _� V1„ �mm Q SHEET INDEX z' 6 m• m UNIT TYPE: j ULL Q DUPLEX: i TRACT'A' / "\ O _ 1 COVER V o o N Block 5, Lots 29-30 STORMwATER MANAGEMENT / ,_ _ LJJ i TERMFACHTY , �_,�� 2 COMMUNITY PLAT = TRIPLEX: I / /2/ 3 _ 3 FINISHED FLOOR ELEVATIONS <�' V Block 1: Lots 1�3, 8-10 a / 4 5 7 M 4 TYPICAL GEOMETRY PLANS-QUAD t W l " ,_� gYpoRT D 5 TYPICAL GEOMETRY PLANS-TRI W m Block 2: Lots 1-3,8-10 i � � � / 6/ 9 �,_, _ Ro Block 4: Lots 1-3, 8-10, 11-13, 14-16 /10 �' ; q 6 TYPICAL UTILITY PLANS QUADPLEX: i o"' oYe 7 TYPICAL LANDSCAPE PLANS J Block 1 Lots 4-7 2 / 1 h/�. O / 4 5 8F o / 7 Block 2: Lots 4-7 S , /2 / / 6 Block 3: Lots 1-4 _ /3 "/ / Block 4: Lots,4-7 E- . .— . . 6. Block 5: Lots 1-4, 5-8,9-12, 13-16, l 9 , 17-20,21-24,25-28 — " c�H qTE / ® /,2/ / m l l 3/ G n �O I E ` 14 15./16 / TRACT-O- TRACT'B' O UNR�S+F C, i I NEIGHSORHOOO PARK ` \ 30 C\O;RT H i Coi WLU 29 W I" ! OCEAN GATE DRNE 1-T T 25 26-27 21 22 28 " :�" Z "�23 zt i - 17 98 TRACT'F �C i W N g 10 1, 12 � 13 14.�t5' 18 1 '- / o V I C - 5 6 - T 3 4 ' - 1 ' 1 X111 V u Z 1 2 ' _ - - i O 1 1 . . I SUNRISE COURT _ �9 i '- _ _ - PROJECT REFERENCE: REFERENCE GENERAL NOTES, CONSTRUCTION W � PROJECT MAP N DETAILS,AND DETAIL GRADING PLANS FROM I-IT-R THE PERMITTED CIVIL ENGINEERING SET. 1 yy � O " 4 N MAYPORT ROAD " W" ------------------------------- - -------------------------------------------------------- ----------------------------------- - - - - -- - ---------------------- - --- s-----.--_----.-.-_.---:- :--.---:-----.--------- ------------------- -.. ..-..-.-.-. - N b -1 -- , �. 68.0 8 68.0 68.0 0 68.0 9 Z I I 1 2 3 X1,4 5 6 1 1 8 10 _ 1 2 3 9 q,4 5 6 1,i 03 T' rn' v. ! u N�ID 0 -�W?� Mrn N 00ID a o ni o ,01 o� jt ! co m 8rP I �I 7f m �N �Y Com ' ' f_ n c �� 'a I - con N j CD W s m I _ }-m m m m I c m m I � + � p`Z PC\�C0 s 1 N I m m m m - of o n f 0 0 ocmi W s m m g \ Rw : : - rs a a a a a a a a - Sr. a a a Sip I r r r r r r r 1-p n Ln 91 jw Is ^ ` L _ _ (�L -< � D - � �! m SUNRISE COURT j E \ i SANDY BEACH LANE o T-,\\ II I OmN .1 0BODi ® IO ! Ni Om7 II T � hi O O eQ O 0`1 Oce-`�Cate Dr $m yo0o oryn ID m m , -m - m m _-- NN I ! _ ..L.lQ_ L..-_ U 3 I 0 1�� I m m I - N I _ N m v^K I m N ' I ._-z"T60 r^ I V '; Y. L O p o O O b O O O b 0 m ; O 105 Ocean Gate Dr m � N m Ll. \ ® I 1 2 3 4 5 6 1 f. 8 9 10 �� T 13 R 1Q 15 �� / - - . 1 ( V1= Wmm F A �� y1� _ 0 F^o \ D 68.0' 8 .0 68. 68.0 -, 68A / d �I -� i^ I i H�, y^m Q W- I _ -I'. 8 E C Wm` ~ 2PT. vt� � a U n \ OCEAN GATE DRIVE " a5 9N�j ° , e / I V LL »= w n �y WO W. m �Rp ODPP / * " 11 9Ns o \ m ORO At � / �GQ► �,� -�. :\ 13 RNs o �� a � /�. a / SITE DATA SUMMARY - LOTS 4-7 (QUADPLEX BUILDING) / 0 1 o A /1 PARCEL SIZE AREA - SF:\ ° / /� SANDY BEACH LANE: OCEAN GATE DRIVE: SUNRISE COURT / _ js ooh ohm �o 102: 2329 106: 2329 121.: 2229.5 102:2229.5 Z \ / g \ $ w� O o /�� / 106: 1598 110: 1598 125: 2229.5 106:1634.5 110: 2329 114: 2329 129: 1634.5 110:1634.5 IL o .� ✓�� @ Y \" /' 114: 2229.5 118: 2329 133: 1634.5 114:2773 W 6 118: 1634.5 122: 1598 137: 2229.5 Q 122: 1634.5 126: 2329 141: 2229.5 \ $ A a . �� ' o \/ /' 126: 2229.5 130: 2329 145: 1634.5 W Z \ C 0 3 \ 130: 2329 134: 1598 149: 1634.5 Q 134: 1598 138: 2329 153: 2229.5 W C a o \ a / Lu m�� d� w /� 138: 2329 142: 2229.5 157: 2229.5 142: 2329 146: 1634.5 161: 1634.5 (' 146: 1598 150: 1634.5 165: 1634.5 152: 2329 154: 2229.5 169: 2229.5 Wuj 156: 2229.5 158: 2329 173: 2229.5 N \ mS /' 160: 1634.5 162: 1599 177: 1634.5 164: 1634.5 166: 2417 181: 1634.5 168: 2229.5 101: 2038 185: 2229.5 0.C.D: g c GRAPHIC SCALE \ /' 172: 2329 105: 3116 189: 2229.5 205: 2229.5 � 176: 1598 109: 2229.5 193: 1634.5 209: 1634.5 180: 2329 113: 1634.5 197: 1634.5 213: 1634.5 SET IInch 60 rz 117: 1634.5 201: 2229.5 217: 2218.5 ry e� L O N O W C z ----------------------------------- - ___ j — — — — – ... -. .- -------------------- \ - - - - - - - - - \ I Ik 1 2 3 II { A 5 6 ' 1 84"—c- oWpG 9 10tlA FFE:14 36 FFE: 4.26 -�E:14. __.FFE: 4.16 � � � ) ,, I � �� j!C) 1�PS PGLW 5 . _I . _ . .I_ . .I_ . . � . . � . . —I. . _L . _ .L — . .L— . . L . . I �e z r . . T . I. I T FFE:1436 Zm I � I xWE � V Ffj- i - - 9 10 11 12 13 j 1� H= W°m LL \ I I d I o o I-- F :14.46 j j FFE: 4.46 j.. FFE:14. 6 FFE:14.66 I F E:t4.86 / ��'` \ m Q Lu u Mm ZIULL Q W° S 1 \�s,25 FFE:14.46 / I LL dna w FFE:14.96 �' N 20 \ 1 1$ C' \ // -Ok / 1 13 FFE: FFE' 4.36 / Z w FFE: 4.56 w w \v 1� FFE.14.56 1L GRAPHIC SCALE y B (INPBg}) SHEET H.I El s n 3 ;u �� / 4 n GRAPHIC SCALE aD m FRONT OF BUILDING m FRONT OF BUILDING {- — _ J, 4 1 25.50'4' 2550 6.50'+ 6.50' 025.50' ,��es ri 16.5 ') 6.50' 25.50' 1,110 4 --fit' 16.5 a 16.5 r t 16.5' j I o of 0 1 jl zo' i 20 a' 2°'' S-7' UTILITY �e 20 5-7 UTILITY c° 16.5 16.5 __ EASEMENT �m 16.5 ' " I`° ��— 20 I zo' EASEMENT '� l 15. 2p' NI 5 � -�5.5' °,/ 20' I N !� 5.5,� �5.5 N h� g d u U� Ln > m II m 1 N r*i I m i ;! ( 1^j W . !. 01 cU, cn cn I_ I (� NIIC/) 1 rn IIS !I 0) J a ; 1 � N �' !, � ter! SII I � � ; � � p � 5 g c° o �` yC° O �I II W IU' ' O ' I�' 19 � �G I 1 � O �l' W Oiu r I _ IN I N N I mE N Ir N Cp I - - i U'- 1v --__i I _ J a cn I m ,� — rri a Z 11r - Ln I co I ` 11 3.33 !j 3.33 11' iv ooy N L 11' 3.33' ` N 3.33' 11' - 0 1 0 -- - 1 0 4' o O 4 1 O O - �1 m - >✓✓ .3 c — �I o ^�I SII , W 1 onm 1 1 90 16.5' II / I � C� ( 1 / O 4A W m o 00LL 71 o 4 O 16.5' d 16 5' ®° too E.. 165' 3' 117 1 33I11T _ 3'I �y �^j Q 1 3' 1 17'1 1.33 O 0.5' 3311 17' 3 1 v' 18 } 4 X 18 1$' nn -�18 ``�r 1 / 1 I . I I I h ?S 1y:`. uN f / xY 5' UTILITY Z� ,N�� x ' X 5' UTILITY f ,<o� k EASEMENT ° gym= 2 < � 1 EASEMENT i 1 c.l y � y I 'X > F�' I < d�" Ii X. ,, ( 1^,. - h ,.Y� .y Y, ylXy / Tmp I I X X ruL� O k k W � ,. �,' ;.�, n. X 22 17 19 83 ,19 83 f 22 17� 22 17 ' 19.83 x19.83 - -22 17 � .: - ,y. Y 7X �aX f t t e\ X f ,� y y y x' PORTABLE X% N d W PORTABLE Y TOILET PARKING AREA TOILET PARKING AREA m e 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 s o Z3 �g QUADPLEX BUILDING. Lots P7 Q, R, S, T QUADPLEX BUILDING, Lots E, N, ®, SITE DATA SUMMARY - QUADPLEX BUILDING EROSION CONTROL NOTES AND SPECIFICATIONS: SITE DATA SUMMARY - QUADPLEX BUILDING OVERALL DEVELOPMENT INCLUDES SILT FENCING. 1.ZONING: SPA f/9 1.ZONING: SPA CONTRACTOR SHALL REFER TO GENERAL NOTES, REQUIRED PROVIDED CONSTRUCTION DETAILS AND DETAIL GRADING PLANS REQUIRED PROVIDED z Z FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2-MINIMUM YARD REQUIREMENTS z 2.MINIMUM YARD REQUIREMENTS PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 FRONT PORCH 8' 8-11' MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 8 8-11 ®' W FRONT BLDG. 12' 13-17' FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. 12 13-17' ' �-- INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5' 5.5' F a SIDE 5' 5.5' LOT. 20' 26-43' REAR 20' 26-43' REAR MIN. LOT WIDTH 84 84 'g Q Q MIN. LOT WIDTH 84' 84' ® a W MIN. LOT DEPTH 92' 92' MIN. LOT DEPTH 92 92 MIN LOT AREA 7,725 SF 7,728 SF MIN LOT AREA 7,725 SF 7,728 SF W V -7) 65% 52-7% - 4094 sf MAX. LOT COVERAGE (4-7) 65% 52.7% - 4075 sf - BUILDING AND CONC. MAX. LOT COVERAGE (4 - BUILDING AND CONC. w -� 9-3% - 1440 sf - PERVIOUS PAVERS (50%) (�J Q 9.3% - 1440 sf - PERVIOUS PAVERS (50%) 63% - TOTAL V � 62% - TOTAL � A' ~ OUTSIDE UNITS INTERNAL UNIT B OUTSIDE UNITS INTERNAL UNIT A INTERNAL UNITS ,634.5 LOT SIZE: 2,229.5 SF LOT SIZE: 1,634.5 SF LOT SIZE: 1,634.5 SF LOT SIZE: 2,229.5 SF LOT SIZE: 1BUILDING: 85588F SF »a BUILDING: 640 SF BUILDING: 730 SF BUILDING: 858 SF BUILDING: 640 SF SF SF PORCH / AC: 240 SF PORCH / AC: 165 SF PORCH / AC: 240 SF PORCH / AC: 230 SF PORCH / AC: 165 SF SIDEWALKS: 104 SF SIDEWALKS: 40 SF SIDEWALKS: 104 SF SIDEWALKS: 56 SF SIDEWALKS: 40 SF !80 SF E" e 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%) = 80 SF TOTAL IMPERVIOUS: 1,164 - 52% TOTAL IMPERVIOUS: 1,196 - 73% TOTAL IMPERVIOUS: 1,243 - 76% TOTAL IMPERVIOUS: 1,164 - 52% TOTAL IMPERVIOUS: 1,243 - 76% � a C? GRAPHIC SCALE m ,o FRONT OF BUILDING W 11,251.75, 6. 0' �� 2 5.7' Iq 1 1 0-16 5' 'i 1 0 4' — 20 F �� N 20 5-7' UTILITY EASEMENT m Il�1, O O J5.75' q W ul $ a li IrN - U) 1 Fri U! z W I I� Fri (D TTIJ rlj �I 1 O I�O III' _ N 0 l - i1 I � o LLa z 10 f91 w o Q 00 o W 10 4, E 4 loo O 16.5' I 3 r7 4' " LL m ®° w� 14.5 2 2 4 51 to Q R rv.< x '. I N %,�` 5' UTILITY EASEMENT Z E U. Q Y OW> d y �� e O W° U. Z O U�t k I Oi W a f 23 75 2375 t 20 50 W. ao PORTABLE as W TOILET m 8'x16'DUMPSTER ALLEY 8'X16' PAD CONSTRUCTION POD s= 9$ 3 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, CONSTRUCTION DETAILS AND DETAIL GRADING PLANS REQUIRED PROVIDED z FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2,MINIMUM YARD REQUIREMENTS Z PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 ' MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 8 8-11' d = FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. 12' 14-17' �- X H INCLUDE SILT FENCING TO SURROUND THE INDIVIDUALSIDE 5' 5.75' J Q LOT. REAR 20' 35-43' Lu Z MIN. LOT WIDTH 68' 68' 2 MIN. LOT DEPTH 92' 92 ® W MIN LOT AREA 6,250 SF 6,256 SF W J V MAX. LOT COVERAGE (4-7) 65% 47.4% — 2,965 sf — BUILDING AND CONC. 0 Q 8.6% — 1080 sf — IMPERVIOUS PAVERS (50%) H S 1 56% — TOTAL OUTSIDE UNITS INSIDE UNIT LOT SIZE: 2,329 SF LOT SIZE: 1,598 SF g BUILDING: 640 SF BUILDING: 709.5 SF PORCH / AC: 240 SF PORCH / AC: 231 SF SIDEWALKS: 104 SF SIDEWALKS: 92 SF a= SW PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = 180 SF TT""E" TOTAL IMPERVIOUS: 1,164 — 50% TOTAL IMPERVIOUS: 1,212.5 — 75% �3 1 � n 0 GRAPHIC SCALE 4 N 10 W m a FRONT OF BUILDINGT m WTI facn= zo n. & 5 —41 c� I II �I I E 1" WATER LINE 4_ z 1" WATER LINE �� 'I — - SERVICE �, w b j ( SERVICE _ I ,:� ! 4" SEWER SERVICE @ o« 2% MIN. W/ CLEANOUT YnLL Z 4 SEWER SERVICE @ I II I I , I 2% MIN. W/ CLEANOUT i V O I T I __ �_ T tA_ Lu ;o II I III I I it II , I III Z� DLL Q N . H W a Ymm 2 i I I i t III I i 1 1 I i t III V LL ;mo Lu i 1 I I 1 Noy 11 _ Al 1 Wo v --w---^— ^---"---— I^— i^---"--._w— ---^---w Nd Lu REF. DOUBLE WYE EF. DOUBLE WYE m PLAN DETAIL PLAN DETAIL SAN SAN SAN— SAN SMI SAN SAN SAN WATERMFIN (TYP.) N SAN SAN 3 9 8" PVC 8" PVC �[8" PVC S.S. (TYP) WATERMAIN (TYP.) 8 PVC S.S. (TYP) I QUADPLEX BUILDING TRIPLEX BUILDING W F- Zz Q � UTILITY CONNECTION NOTE: 1. UNITS THAT ABUT ALLEY SANDY BEACH LANE HAVE a J WATER AND SEWER UTILITY CONNECTING FROM THE Z ALLEY SIDE OR REAR SIDE OF THE UNIT. d 2. UNITS THAT ABUT ALLEY SUNRISE COURT HAVE o F— WATER AND SEWER UTILITY CONNECTING FROM OCEAN GATE DRIVE OR THE FRONT SIDE OF THE UNIT. W C 0 NOTES Z Z z A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FOR CONNECTIONS TO EXISTING UTILITIES. z Q W 8. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. 0♦� V C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. V LEGEND d o J SYMBOL DESCRIPTION J Qr+ — —y— — PROPOSED WATER LINE y= PROPOSED SEWER LINE '. I u o SEWER CLEANOUT g ® WATER METERS NU®Eq i3 y k GRAPHIC SCALE m FRONT OF BUILDING 71m m FRONT OF BUILDING Wn 1 inch. 20 R g m R I a a a. - I I r °, 0 _ II ill I 3 N f ' U FIUL N 00 Who y^m I LLI- waLL Zf oLL m Q I I I I I I I I I W° Y _ Vm c LL gin= w 1 ao " s Q o Nt „1 ALLEY ALLEY W t1,45T fR FL ANT L 15T QUADPLEX BUILDING TRIPLEX BUILDING §� i SYMBOL I SCIENTIFIC NAME COMMON NAME SIZE LCOMMENT5 a SHADE TREES AR Acer Rubrum Red Maple 'Flame' X05 gal. 15' ht. 5' spd. 3" cal. Z Quercus virginiana Live Oak ro5 pal. 12' ht. 5' spd. 3" cal. X Ulmus parvifolia Drake L Elm 65 e al. 14' ht. 4' spd. 3" ca 1. Z J UNDERSTORY / ORNAMENTAL TREES (ALTERNATIVES) D. � a d Cailistemon viminalis ' Red Cascade' Red Cascade Bottlebrush (Weeping) 30al V ht. 2" cal. min. - Standard B Z Z Cercis canadensis 'Forest Fansc ' f=orest Pans Redbud 30 al V ht. 2" cal. min. N � W V ` Chionanthus vir inicus Frin a Tree 30 al 8' ht. 2" cal. min, a � O CY Feijoa sellowiana Pineapple Guava 30 gal S' ht. 2" cal. min. —j Ilex Vomitoria Yaupon Holly Tree Form 30 a! S' ht. 2" cal. min. V a Magnolia soulan iana 'Jane' Jane Magnolia 30 gal 8' ht. 2" cal. min. Prunus x yedoensis Yoshina Cherry 30 al S' ht. 2" cal. min. '" " >g 3