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130, 134, 138 OCEAN GATE DR - DRAWINGS CONTACTS DRAWING INDEX . ARCHITECTURAL DRAWINGS PROJECT OWNER. BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD A-001 TITLE SHEET AND CONTACT INFORMATION ATLANTIC BEACH, FL 32233 A-101 FIRST FLOOR PLAN AND GENERAL NOTES 904-241 -1222 A-102 SECOND FLOOR PLA A-103 FOUNDATION AND R P F PLAN ARCHITECT: A-104 ELECTRICAL LAYOUT PLANS Bea JULIANNE N. OVERBY, RA A-200 EXTERIOR ELEVATIONS 2452 PULLIAN STREET A-300 WALL SECTIONS AND DETAILS Hab"', t JACKSONVILLE BCH, FL 32250 A-301 STAIR SECTION AND DETAILS �► ��r �� jnoverby@att-net 904-704-8628 ph 138 OC AN GATE DRIVE ( UNIT 'A') BEACHES HABITAT FOR 134 OC AN GATE DRIVE ( UNIT ' B') HUMANITY 797 130 OC A N GATE DRIVE UNIT 'C, ATLANTCABEACH, FLYPORT O 32233 (904) 241-1222 FAX: (904)241-4310 ATL4NTIC BEACH , FL 32233 ARCHITECT: i Julianne N. Overby, RA � Architectural and Interior Design Julianne N. Overby,R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 � TRIPLEX BUILDING TYPE Email: jnoverby@att.net FL.AR-0017060.Ff..ID-4621 2 STORY, 3 BEDROOM ATT CHED SINGLE FAMILY HOUSES a m v M N N> > > PERMIT SET %"moo DATE ISSUED: MAY 4, 2016 � j j UL7 w w w ' Ujfm z z z � AREA CALCULATION SUMMARY WWW Q IJ- BUILDING AREA (UNIT 'A') BUILDING AREA (UNIT 1131) _ �,�._ ; � � 0 Q � FIRST FLOOR A/C. 584 SQ FT. FIRST FLOOR A/C: 667 SQ- FT. - - =-- M M M REVIEWED FOR CODE COMPLIANCE r r r' SECOND FLOOR C: 588 SQ FT. SECOND- FLOOR A/C: 545 SQ FT. CITY OF ATLANTIC BEACH � TOTAL A/C: 11172 SQ FT. TOTAL A/C: 11212 SQ FT. SEE PERMITS FOR ADDITIONAL PROJECT TYPE: TRIPLEX � REQUIREMENTS AND CONDITIONS GARAGE: N/A GARAGE: N/A �, VDA'l _ �,,�� / DATE ISSUED: MAY 4, Zoos FRONT PATIO: 120 SQ FT. FRONT PATIO: 97 SQ FT. - . L1 , �e:��D REVISIONS: REAR PATIO: 48 SQ FT. REAR PATIO: 55 SQ FT. STORAGE: 18 SQ FT. STORAGE: 20 SQ FT. BUILDING CODE SUMMARY TOTAL UNDER R OF: 1 ,365 SQ FT. TOTAL UNDER ROOF: 1 ,384 SQ FT. CODE JURISDICTION: DUV � COUNTY BUILDING AREA (UNIT 'Cl) FLORIDA BUILDING CODE- H EDITION FIRST FLOOR A/ 584 SQ FT. SECOND CLASSIFfCATICN� R: RESIDENTIAL SHEET TITLE SECOND FLOOR C: 588 SQ FT. TOTAL A/C: 1 , 172 SQ FT. TITLE SHEET GARAGE: N/A CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) AND FRONT PATIO: 120 SQ FT. SPRINKLED: NO SITE PLAN REAR PATIO: 48 SQ FT. FIRE DISTRICT: NO STORAGE: 18 SQ FT. ZONING: RMD-B TOTAL UNDER R OF: 1 ,365 SQ FT. ZONING CODE: THE PROPOSED STRUCTURE SHEET NU COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, A�OO INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY LOT AREA: THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. FIVE FEET (351-011), BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 26'-3" i 2004 - 704.4 PERMIT . .. SET GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER AFF ABOVE FINISHED FLOOR BLOCKING NOTES: AHU AIR HANDLER UNIT 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 CH COUNTERTOP HEIGHT BLOCKING TO BE .LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DR DOOR DW DISHWASHER STAIR NOTES: FLR FLOOR *7 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) HB HOSE BIB 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET - 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MIR MIRROR 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) MTL METAL i 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS OHC OVERHEAD CABINETS 56'-611 MEASURED FROM NOSE OF TREAD. OPNG OPENING I OPT OPTIONAL WINDOW SIZE NOTE: R&S CLOTHES ROD AND SHELF WALL C SEPARATION l 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH REF REFRIGERATOR wALL WALL 3 ' FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND SD SMOKE DETECTOR A-200 I r 5.7SF OF THE SECOND FLOOR. SGD SLIDING GLASS DOOR i SH (#) SHELVES (QUANTITY) 20'-0" 16'-611 20'-011 UC UNDERCOUNTERfor iium-imi. i VOL VOLUME WC WATER CLOSET I + WD WOOD 1 1, BEACHES WOOD FRAME CONSTRUCTION WH WATER HEATER 6-614 101-011 CODE COMPLIANT WINDOW INSTALLATION METHOD (FBC-R-Im3-a) HABITAT FOR r WEATHER iER R AASWI s APPLIED( THE FIAC OED I THE OR r MOLNTIWX�LA%*E.o THE WINDOW ALi_4TION: A—]—'I elm" 0ECTION A [ HUMANITY N WATER SHEODMG FA8Nk7N. TWAOUS4 uftcm JAMS f STARfMEi AT TI-6 SASE OF 797 MAYPORT ROAD j TWE LL4L.L I.WORKMC#TOLUARpB THE TOP.INSTALL THE UM y TO THE FAG=OF THE "ATHNG. ��A� TRASH &.A/C ATLANTIC BEACH, FL 32233 2 APPLY WILL FLABHNG C40r*') � PATI O AWAL APPLY HEAD OF SEALNJT AT 15,4AM OF WNDM (904) 241-1222 FAX: (904)241-4310 FLANGE TO HEAD 1 DOTH JAM M APPLY A BEAT,TWE WINDOW FRAME TO OPENING, OISCAJTMUOUB MEAD TO 1 11 1 11 1 11 I 11 , 11 1 I, BOTTOM FLANGE LEAVNG APPL7 A) NOEL OIA TO THE 4M,IN IL O C2,z• lNTERk7R,�Ti�E WMDGW FLANGE,M LM _ _ 11 -0 9-0 3-10 2-2 9-0 11 -0 WITH ANY PRE-FUNC1-D WOLFS OR SLOTS. '"' -�._.. — �jj ® bo SET MN:OM UBMG PAN HEAD RLASi�,�OCs^^^' ARCHITECT: OCARM TO FACILITATE 7 NBPECTIOK 6 JAMS FLA544My -ANT BEaP BETWEEN APPLY JAMB FL.ASHM�ei APPLY CONT.SEAL TO THE MI ITNG FLANGES AT PLA614NO AND M01,11i FLANGE. I t APPLY WAD OF SEALANT TWE TOP(HEAD)ANO SIDES NAMM)OF V OOW. JAMB FLASWNG INTO SEALANT ANO FASTEN co H MAA .fFL.ABWNG GOES OYER SEALANT-). ATWEAO NG N Julianne N. Overby, RA i AF7mL.Y HEAD FLASH // I REMOY,gI Y AM-1.111PArchitectural and Interior Design TAPE,ALLousNG WRB ro LAY f A 2X6 WALL -1 �Y NEW SeATNING TAPE _ DIAGC7NAL cmT-eEE CURE U#M ROR r 1 00 , , A�, I / t r Julianne N. Overby, R.A. ©� 2 q 100 o / i i 2 2452 Pullian Street / VANITY c� _ r I Jacksonville Beach, Florida 32250 ; \ �AM = A-300 � - � ' UTILITY' A-300 _ 904-704-8628 E r 11 1 " r I 1 I i " 1 Ir a o ® -I 3-0 5-4 ; BATHROOM ��► 8'CLG. 51-41' 3-0 �y� Email: jnoverby@att.net j SEALANT // i EMBED BOTTOM OF THE HEAD w ( 8'`+ '1121-511 ; 1 ( + W • 3 FLASWIM AC%AMBT THE PREv10UGLY '\31-2 1 H 1� " 1 11 I \ / I APPLE0 sEALANT(R-AeHa�GOEa 1. , / , FL. R-0017060 FL.ID-4621 I I OVER SEALANT).>-�HEAD PATIO _ T RASH &A/C \3-2 =1 2-5 '` ; ; T RASH &A/C_ PATIO �M�� I i PLAM ;o \ �� 3068 OIFJ / CIO �"' i""► -- - _ A I jo co PRE-'FAA ,�� - _ C� / o JAMB FLASH44W I I C7 FLASHING TO I J H OWE � / $Old AP` °FLASHMG Ttk.K TOP ' I 11d O ■_ OAF tib AT 14-6 HEAD.eEE i�an�rAM. Q I' ( i SEALANT C 1_., C� 0 r i I'� j �C R o o p I I = M i UTILITY , _ I l I ) = N u- I r- �- I J UTILITY oo SIL.LFLABWNG ® 8'CLG. 'i 00 r I U) co �- m I 1 j00� �/ SWIM ANDD LEVEL 0a0PO TO ACHIEVE BGiUARE, I 61_011 ` (� O i N REF CLO �T CV Q� 61_011 PLUMB,AND LEVEL.ccNDlTICN.USE coRROBION V 8 CLG. Z Z Z I s I J , RESISTANT FASTENERS,FASTER WMDOWD PE}4 1 \ c� � 10 � U) REF M / N ; G) WMo0u1 MatlIFACTUIR Br'ECIFICATkhB: \ = t _ 8'CLH. I = 1 ,II O O ,! D D D M , II ��;ATER REsisTANT 91.411 f I REF 91_411 _ ��DEGREE MW ,C JL T CUT TFa oo E A p _ _( N I 11. 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MECH o W O d- w p MECH I N > T-8'CLG. wWW �t 7'-8'CLG. o > L N =O — I CV am O GREAT ROOM -1 8 GREAT ROOM = __ LO O O 0 $'CLG. C� STORAGE 8'CLG. 7 TORAG _ Q C) VAR Es ' GREAT ROOM ' VARIES -1 1 „ i „ - 6 _ 1 11 I 11 N 3-1 2-2 co 8'CLG. J _ 2-2 -10 o M M M t V1 'oonCV N o Q � 5 I o co 8 r 7 = � I 4 _ 7 civ � Q p ( 3 � � 6 J _ d. 0 ( 2 I a 6 PROJECT TYPE: TRIPLEX I I 5 —' Q ti Q I J Q 5 DATE ISSUED: MAY 4, 2016 4 Q � iZ � Qv I 4 W _j 0 _ + N 1 (0 _j 0 3 REVISIONS: I 3 I � < Op - < Op I 2 2 I � � � � I � 1 (L I + IS CL 1 o _ o N w N I 00 I d- I -r(Iq N w Ln a \ _ A-300 o A-300 / o tet' Lo CL o g o d- 2852SH 2852SH 2852SH 285 H o f o N `� ` T MPERE TEMPERED I I TEMPERED TEMPERED2X6 917 h -41 1 / `� n' // 1_21, 1_011 3,_211 61_Qrl / 61_Qtl 31_211 41.011 61_211 Qv 2 2 H / CCIOO QQ o SHEET TITLE oe 2852SH 85 0 TEMPERED T MPE ED / `� in k 0 2 3 2X6 WALL h. FIRST r (' A-301 A-301 FRONT PORCH _ 31.2„ 41-011 21_p,r _ FLOOR P r r r r� r rr� r�� r -1 M - t �J LOJ LO L J LEI LO O ii 1 1_011 1 1_Olt 1 I_Of, 10' CD -0" 10'-0" FRONT PORCH 10`-0" 10'-0" GENERAL NOTES o� L 1 1_011 11_011 SHEET NUMBER UNIT 'A' UNIT 'B' UNIT 'C' I `A �m I E 4 COPY I A �20O 1 FIRST F PLAN �� PERMIT ; b'Itat A-101 SCALE: 1/4" = V-0" SET I I GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER 2. AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLOCKING NOTES: CH COUNTERTOP HEIGHT 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 DR DOOR BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DW DISHWASHER FLR FLOOR STAIR NOTES: HB HOSE BIB 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MTL METAL 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) OHC OVERHEAD CABINETS 5. TOP OF HANDRAIL INSTALLED @ 34" 38" ABOVE FINISHED FLOOR/ TREADS AS OPNG OPENING MEASURED FROM NOSE OF TREAD OPT OPTIONAL - R&S CLOTHES ROD AND SHELF WINDOW SIZE NOTE: REF REFRIGERATOR 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH SD SMOKE DETECTOR FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND SGD SLIDING GLASS DOOR 5.7SF OF THE SECOND FLOOR. SH (#) SHELVES (QUANTITY) Hu UC UNDERCOU LATER forI VOL VOLUME WC WATER CLOSET WD WOOD 56'-6" BEACHES WH WATER HEATER HABITAT FOR SEPARATION. SEPARATION „ 20'_0„ WALL 16-6 WALL 20-° HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: juhanN. Overby, RA ne ' Architectural and Interior Design i Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 N , }� 904-704-8628 91-100110-2 13 / 21-101110-2 9-10 11 Email: jnoverby@att.net 6,_611 7,_p l 61.6,1 61_6„ 1_611 I 61_611 71.01, 61_611 FL.AR-0017060.FL.ID-4621 AV amC� 3052SH 3052S M 3052SH 3052SH 3052SHH 3052SH EGRESS EGRESS EGRESS EGRESS I EGRESS EGRESS N TEMPERED TEMPERED TEMPERED TEMPERED I TEMPERED TEMPERED Z Z Z 1 » > N M BEDROOM ^ = w 00 BEDROOM #2 �' co o I � , BEDROOM #2 = WWW — BEDROOM BEDROOM . � wo IW � LL Lo CL #2 #3 8'CLG. � U- I #3 8'CLG. Lo a > > 04 w 8'CLG. 8'CLG. m I 8'CLG. N w 4'_p" 4'-4" 3'-10" - 3.'-10" V b._ - _ 068 4i;' 306 / 306 �° 4� 306 T W ' - �� _ � F� F— F- W — — rATTIC� , - I I R&S R&S N R&S Q a a T R&S N ACCES — — — L_ _ _ - I— ^I ATTI C� W 000SCDV LU - _-- ---- -- -- =I o I ACCESS 1 - --- - ATTIC MW w � 3068 r cn I oa. f - - —� 3068 I ACCESS Izo 4'-411 3'_411 M 41-p1' 21_011 61.41, / _ o 1 1 13 _ \ 61_Q1, 21_pll�——4,=0 3'_611 ch 3'-10" Z Z C / FI1�11 m 1 R 1� \\ 15 _ O 15 �/ , 3 0 0 1 ^ 11 , 14 BATHROOM o I t BATHROOM 14 T W T Q M 13 I 8'CLG. OL o I = 10 8'CLG. c I 13 ...� 12 N( � _ N 3068 m I 8 N = N 12 0 Q 11 �--I o _ \ O I 11 0 Q I Lr10 CV p 7 n oo it? � 10 cc qt 00 I U) >y o o 0 , VERIFY zo co _ j I 6 VERIFY = o p 3 9 M M M 9 I co N u- TUB R.O. - o O I 5 TUB R.O. � N _ 8 m Mm I = — 1 g t t r ' THROOM Cl) 4 ' I 3 7 0 7 0 / s'CLG` 1 I 6 o PROJECT TYPE: TRIPLEX 6 I 1 0 2'-011 3'-1°" c"' ao 1 500 M 5 I �� vERiFY r / ' _ DATE ISSUED. MAY 4 2016 4 1 CD O TUB R.O. N 0 0 1 4 I m m 1 3 REVISIONS: 3 I � �- � ' I 2 2 ,� 3Ci, 31_611 9'-10" CLOSET co o MASTER MASTER o CLOSET 061 8'CLG. o O U) I MASTER BEDROOM = o 0 8 (NLG. 10 1 N 1 -1 BEDROOM 06 I O N m I I 8'cLG. o _ BEDROOM 8'CLG. icy I I-- -- -- - 100 -1 - - - - 3052SH 3052SH I o co 8 cLG. 3052SH 3052S — -� R&S TEMPERED TEMPERED , ( 0° , TEMPERED TEMPERED R&S i1,11 2X6 WALL h __41 p 2x9WA11 61_8„ EGRESS WINDOW I EGRESS WINDOW 6,_8„ SHEET TITLE 7 le1 3052SH 3052SH TEMPERED TEMPERED SECOND N EGRESS WINDOW FLOOR 1 11 1 11 1 11 , 11 111 1 11 , 11 1 1/ 1 11 10-0 31-611 61-611 61-611 31-61' 61-61 61-6f' 31-61 10-0 201_011 161_611 201_011 PLAN 7 le UNIT 'A' UNIT 'B' UNIT 'C' SHEET NUMBER F11LE C.OPY 1 SECOND FLOOR PLAN- �- PERMIT A-102 SCALE: 1/4" = 1'-0" `\ SET SLAB NOTES: FIBERGLASS OVER 30# FELT OVER ASS ASPHALT SHINGLE 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM LEGEND: ROOFING . EL. 0'-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED 4of INDICATES A STEP-DOWN OR RECESS IN 7/16" OSB OVER FLOOR ELEVATIONS. CONCRETE SLAB W/ MINIMUM DISTANCE (PROVIDE ADDITIONAL 15# FELT DENOTED LAYER @ 2:12 SLOPE ROOF) 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING PRE-ENGINEERED ROOF TRUSSES PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INDICATES SLOPED CONCRETE SLAB @ 1/811 SEE STRUCTURAL SLOPE/ PER FOOT (MIN) VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. ROOF SLOPE 12 INSULATION BAFFLES BETWEEN VARIES EACH TRUSS SEE ROOF 3. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 41' 3,000 PSI FIBERMESH HURRICANE CLIP @ EACH TRUSSPLAN CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN SEE STRUCTURAL DRAWINGS COMPACTED, TERMITE TREATED SOIL. (TYPICAL) IRE BLOCKING BETWEEN TRUSSES LUMBER 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/TRUSS NOTE: , WITH 2 INCH NOMINAL LUMBER ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF FROM TOPE PLATE TO UNDERSIDE THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS ROOF DECKING. SLOPE CUT THE TOP OF THE BLOCKING TO MATCH 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. FOR THIS PROJECT. E ROOF SLOPE. SEAL VOIDS AND ETRATIONS WITH FIRE CAULK AS 6. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE REQUIRED BY CODE. (j SEPARATION (t- SEPARATION FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) �IIIIIIIIIIIIII II IIII I III IiI IIIIIIII I -----_—_—_—_—_—_—_ —r_—_—�III�— —�t — - - - Ii I' o�— —N4—---�—1—1 _2 --- —D II I IIIiIIII II I III I I(IIIII IIIIII I _=co III IIIII(IIIIIIIIII I IIIII I IIII IIII �I ��' �, ►'I_Q�_J—"�_Jc/_3��_pO,J_�a'i/�O_IIlI/�_ —1//_-/_-_—_ —"�IIIIIIIIIIIIIIIIIIiIII(IIII o -0--c-9�\�'-\—a\-�O-1��\—maO-\y�\—"\--\'_�r I((IIIIII(IIIIILIIIIIIIIII I(IiIIIIIfIILIIIIIIIIIIIIII WALL WALL :f;*-.r HU: (2) 2x PLATES - SEE STRUCTURAL —" `_— �—��,��\��I(�pp\�d\O,� 6�.O�6�, ,�` \ iII o� METAL DRIP EDGE OVER METAL �Q-�M>B_Qa BEACHES V. WRAPPED 2X6 FASCIA R-30 MIN. BLOWN-IN 201-011 161-611 201-011 >_aaM VENTED VINYL SOFFIT -4" TY INSULATION A HABITAT FOR INSTALLED PER 1/2" GYPSUM WALL BOARD. MUD Y2 Y2" I HUMANITY M�QzaIQ.— MANUFACTURERS SPEC. AND TAPE ALL JOINTS AND 16-5Y2 .00 Of 797 MAYPORT ROAD VINYL 'IF" CHANNEL FASTENER HOLES. SAND ALL 7e ATLANTIC BEACH, FL 32233 R-19 BATT INSULATION SURFACES FLUSH. Ct SEPARATION (904) 241-1222 FAX: (904)241-4310 (t- SEPARATION WALL WALL HURRICANE ROD SYSTEM F _ ARCHITECT: SEE STRUCTURAL DRAWINGS 7 7 e Juhanne N. Overby, RA K*_A� SOFFIT DETAIL. 31-511 0 �A-103) SCALE: T/2ff—= l 1-019 11'-011 91-011 F- 91-011 -1 111-011 Architectural and Interior Design 1") / 00 x Julianne N. Overby, R.A. LU 10 1-11 it 2452 Pullian Street 2 Y2 1 Y2 81-1 ly 81-1 ly-,, Y2 )/2 10 11)/2 Y2 2 Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net Off FL.AR-0017060*FL.ID-4621 11'-0" ASPHALT FIBERGLASS 1-011 it SHINGLE w w BELOWS CL 0- 0 0 CD C) -1 _j 04 CIO co 00 12 12 \—METAL ROOF I I I I Imm T M i F OF BELOW METAL RO 3 3 EO CN CL CL z z z BELOW x X Cf) CO w 00, SLOPE SLOPE 11,z "I"MOO %"000 I \ 04 7 w O\ D D D 7 N T Uj Uj IIIIIIIIIIIIIIIIIIIIIIIJ CIO 7" r 5q5 L7 r- -7 ONO PENETRATIONS NO PENETRATIO14S Um WITHIN 4'-0" OF THE WITHIN 4'-0" OFT E 2 HR. FIREWALL 2 HR. FIREWALL 7- A,0 001 0 a A. N. Uj Uj Uj LU 0 ON q Co FIBERGLASS /x�r 0 0 0 Ql,.S�> ASPHALT SHINGLES 0 L z z z 1-01 1-011 /41-011 4,_ ,. 4 4 LU Uj Uj 48"OFF >\ RIDGE VENT ��k 0 0 0 12 z V z RIDGE w U_ 12 C) 00 Iq C) UL LU U_ C) U_ > > 4 0 CN N oco co w ;0 4 coo ll, FIBERGLAS FIBERGLASS Lj S ASPHALT ASPHALT PROJECT TYPE: TRIPLEX SHINGLES SHINGLES DATE ISSUED: MAY 4, 2016 -011 +0,-0„ AL +0-01 1 +01 REVISIONS: FINISHED FINISHED FINISHED FLOOR FLOOR FLOOR w NAVD FIFE 14.26 NAVD FFE 14.26 NAVD FFE 14.26 C1q 12 12 SHEET TITLE Ll _j FOUNDATION 1' 4' Y2 )IN AND CD Y2 METAL ROOF—\ w -1 -ol-411 w 13- -0 4 CY) 13- 0 0 ROOF PLAN C) I /--METAL ROOF—/ w METAL ROOF—\ CN CL BELOW EXPANSION S 10 N MT._j If EXPANSION MT. BELOW 0 Y2 El N11% El El 11 of Y2 U) SHEET NUMBER _p'_4 .c F116.E COPY ID METAL ROOF—/ 10 BELOW 191-1111 161-511 19'-11" UNIT 'A' UNIT 'B' UNI-� 'C' L lit EXPANSION MT. 1" EXPANSION MT. UNIT 'A' UNIT 'B' UNITV FOUNDATION PLAN- PERMIT 2 ROOF PLAN- �A03 SCALE: 1/4„ – V-0” A-103 SCALE: 1/4" = 1 -0" SET ' n I 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. 20 XHHW AL 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED � 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED 60 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 150 AMP PANEL 4a 11 OV DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. ELECTRICAL METER 11,6V DUPLEX-AFCI OUTLET AND 150 AMP BREAKER 200 VOLT OUTLET-WALL MOUNTED 3" CONDUIT, RUN TO POLE EXTERIOR WALL ELECTRICAL SERVICE RISER ► �LLEPHONE OUTLET -io- 6WITCH -tom I§WITCH-THREE WAY oeach.wo 0—I PUSH BUTTON SWITCH ® DOOR BELL CHIMES ,Ha i b . at O-♦ CABLE TELEVISION OUTLET Huma LIGHT FIXTURE-CEILING MOUNTED LIGHT FIXTURE-WALL MOUNTED BEACHES Q SMOKE DETECTOR-CEILING MOUNTED HABITAT FOR HUMANITY 04 SMOKE DETECTOR-WALL MOUNTED 1. 797 MAYPORT ROAD Qy EXHAUST FAN I I ATLANTIC BEACH, FL 32233 ELECTRIC PANEL (904) 241-1222 FAX: (904)241-4310 mihQUICK DISCONNECT ARCHITECT: FLOOD LIGHTS -DUAL HEAD � Julianne N. Overby, RA 1'x4' FLUORESCENT I I CEILING MOUNTED LIGHT Architectural and Interior Design AL FIXTURE Julianne N. Overby, R.A. 1 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 I I Email: jnoverby@att.net , .. . FL.AR-0017060.FL.ID-4621 / 000Nw% �%% / I m wr 0 Z Z Z N D D D i fro �..� \ ,� �-------' / WWW J LL � IJA /� I i w w w 0 0-I �_o I I w0� w � I I Ek- � LL,> LIGHT I LIGHT I LIGHT/� '� w z O , 149 10 ( W W W LIGHT p I SAN PRE IR FAN I (PQ IR 14N) �LIGHTA Q Q � �, I W ( ) ) PRE FAN Y U (PRE FAN) I ( ) v U) v0 --� I I I , '�—� Q Q Im % 0 0 0 \> LL-F C 1 <i z z z I�m I Q z - - - -' I I , ---- I V (0) V J .10 VAC - - - 0 00 I— 7 o o Q 1016 01 00 O � WH H AC HV C WH M M M tiALF `� ./ PROJECT TYPE: TRIPLEX SWITC O 01I LBELOWIrI I IT - - - DATE ISSUED: MAY 4 2016 - - - WITC ( I � WITCH 10 — — — � — — — ELOWLf Aa REVISIONS: lop[ I I40 O O 1 I ► I LIGHTi 0 0 I I O O LIGHT (PREWIRE FAN) I LIGHT ` / \ I \ (PREWIRE FAN) I /� I I (PREWIRE FAN) Oft01 /� I ' I � G � I � SHEET TITLE / ' / I , , , > I \_UELECTRICAL /> TOL T 59,4-"GHT 1 LAYOUT I- - - - - - 0? 00I � - - - - - � ABOVE ` � A OVE 0 0 ?4 TO LIG 'f I ` ri 77---d 1IL ABOV - PLANS , , 0 SHEET NUMBER 00 FILE CO Y LJ LJ LJ LJ Ni LJ UNIT 'A' UNIT B' UNIT 'C' r rff L�J L J UNIT 'A' ' UNIT 'B' ' UNIT 'C' 2 SECOND FLOOR ELECTRICAL LAYOUT PLAN 1 FIRST F OOR ELECTRICAL LAYOUT PLAN PERMIT A-104 SCALE: 1/4" = 1 -0 A-104 SCALE: 1/4 = 1'-0" SET j ELEVATION NOTES: i STANDING SEAM METAL ROOF 4"WINDOW TRIM W/2"x2" HEAD TRIM H RDIE RECESSSED PANEL 4x P.T. WOOD BRACKETS(24" DEEP) BOARD & BATTEN STYLE VERTICAL SIDING FIBERGLASS SHINGLES ti 12 1.0l 4 +18'_7'f A.F.F. I oo oo- +17'-7" A.F.F. 4" 4" 4" Iloo, TRUSS BEARING f FASCIA TRIM: 1"x8" SMOOTH — — W/1"x3" STEP 1"x4"WINDOW TRIM r- 5" HORIZONTAL SMOOTH LAP SIDING 1"x4"TRIM W/SIMPLICITY TOOL ALUMINUM CORNERS HORIZONTAL BAND: 5/4"x 8" SMOOTH 1"x4"TRIM MTL. STANDING SEAM ROOF _ + 9'-5 1/2" A.F.F. - 110eLH _j 4z: Hab,,"ita o + 8'-1 1/8" A.F.F. d" ,, BEACHES III Hil 111111 J TRUSS BEARING fi X6 TAPERED COLUMNS HABITAT FOR 8" HORIZONTAL SMOOTH LAP SIDING F1 ,. HUMANITY 1 x4 TRIM W/SIMPLICITY TOOL ALUMINUM CORNERS 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 I 6"X6" TAPERED COLUMNS 10"X10" BASE (904)241-1222 FAX: (904)241-4310 4 &4 �, �3 5/4 x 6 TRIM 5/4"x 6"TRIM +0'-0" F.F. ARCHITECT: I FINISHED FLOOR s UNIT 'A' UNIT 'B' UNIT 'C' NAVD FFE = 14.26 Julianne N. Overby, RA Architectural and Interior Design A FRONT ,ELEVATION 1 ENLARGED COLUMN DETAIL Julianne N. Overby,R.A. A-200. SCALE: 1/4" = 1'-0" 12 4 A-200 SCALE: 1/2" = 1'-0" 2452 Pullian Street r Jacksonville Beach Florida 32250 904-704-8628 Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 /=►% �% +17'-7" A.F. TRUSS BEARING Q f Z Z Z N C i � � W —� W W > > > LL i -- -- I + 8'-1 1/8" A.F.F. TRUSS BEARING W W W W - aQam k t z aaa _ ul w W +0'-0" F.F. _ Q FINISHED FLOOR V (,� ■J UNIT C FFE = 14.16 Q 00 a rB'� SIDE ELEVATION 12 A-200 SCALE: 114" 1'-0" OCA mr 0 c 4� MSM L 4 PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 412016 } REVISIONS: i SHEET TITLE EXTERIOR "N ELEVATIONS 4 Ll L SHEET NUMBER t I I \11 \ T_ UNIT 'A' UNIT 'A' GLASS LIGHT EXTERIOR DOOR UNIT 'B' 4X4 P.T. WOOD BRACKETS (TYP.) UNIT 'C' M � SIDE ELEVATION TL. STANDING SEAM ROOF C REAR ELEVATION LOUVERED SCREEN WALL LOUVERED SCREEN WALL P.T. 2x WOOD RAFTERS �OO SCALE: 114" = 1'-0" P.T. 2x6 WOOD RAFTERS&COLLAR BEAM GLASS LIGHT EXTERIOR DOOR &GIRDER TYP. ��O�O SCALE: 1/4" = 1'-0" (TYP.) P.T. 4X4 WOOD BRACKETS - FILE COPY (TYP.) I? � PERMIT SET i i i i ATTACH 2" METAL C–CHANNEL TO TOP OF OSB SHEATHING, USE FIRE–TREATED GYPSUM LINER PANEL H 'Itat b* Mtyi CL PLYWOOD WHEN AT A MINIMUM SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL PRE–ENGINEERED BEACHES — — — — — — '— — WOOD ROOF TRUSSES FIRE RESISTANCE RATINGS – ANSI/UL 263 W HABITAT FOR HUMANITY Design No. U336 December 06, 1996 �_ 797 MAYPORT ROAD NOTE: NO ROOF PENETRATIONS WITHIN 4'-0 OF FIRE WALL Exposed to fire from separation wall side only `r ATLANTIC BEACH, FL 32233 Nonbearing Wall Rating 2 Hr ^ ALIGN TRUSSES WITH INSIDE Finish Rating – 120 Min Z (904) 241-1222 FAX: (904)241--4310 EDGE OF FRAME WALL 6 3 A ' `' SEPARATION WALL: (Max Height – 44 ft) ARCHITECT: CONTINUE Y2" GYPSUM WALL 1 . Floor, Intermediate or Top Wall 2" wide channel shaped with 1" long legs BOARD TO ROOF DECK NOTCHED R-30 BLOWN form from No. 25 MSG gale steel, secured with suitable fasteners spaced 24" � AROUND WOOD TRUSS MEMBERS. CELLULOSE O.C. Julianne N. Overby, RA APPLY INTUMESCENT COATING AT INSULATION 2. Metal Studs – Steel members formed from No. 25 MSG gale steel having Architectural and Interior Design ALL PENETRATIONS. 1 "H" shaped flange spaced 24" O.C., overall depth 2" and flange width 1-3/8" 't3'' "`" y" "; '""'K' +� i r 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" 2452 Pullian Street _.,... ' shaped studs. 2 4 5 Jacksonville Beach,Florida 32250 1/2" GYPSUM WALL 904-704-8628 �. BOARD CANADIAN GYPSUM COMPANY – Type SLX. Email: jnoverby@att.net FL.AR-0017060•FL.ID-4621 .063" USG ALUMINUM ANGLE CLIPS UNITED STATES GYPSUM COMPANY – Type SLX. – SPACED AS REQUIRED "THERMAFIBER" INSULATION 2 — 3 OWN% OOMN% 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 Im ,, . (2) LAYERS 1" USG GYPSUM mid–height where necessary for clip attachment. Min 3/4" separation between separation LINER PANEL wood framing and fire wall. R11/19 FIBERGLASS 5. Gypsum Board – Classified or Unclassified – Min 1/2" thick, 4'-0" wide, t BATT INSULATION 1" (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" at': Z z Z long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4 4 D N .� covered with paper tae and joint compound. Nail heads M M 1/2" GYPSUM WALL BOARD OVER 2 (Optional) Joints co p p p p i SPF WOOD STUDS ® 16" O.C. covered with joint compound. W W W T UM 6. Attachment Clips – Aluminum angle, 0.063" thick, 2" wide with 2" and 5 5 2-1/4" legs. Clips secured with Type S screws 3 8" Ion to "H" studs and / 9 P yP / 9 > > > with Type "W" screws .1-1/4" long to wood framing through holes provided in 2 METAL H–CHANNEL clip. = _ 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1 (3/4" MIN} AIRSPACE 23/32.� _T&G PLYWOOD METAL ANGLE SPACE AS REQUIR D „ „ D O V SUBFLOORING GLUED AND clips a mas of 10 –0 O.C. vertically between wood framing and H studs. SCREWED OVER PRE–ENGINEERED ~'t — 2x SILL PLATE 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space 1 W W W WOOD FLOOR TRUSSES clips as described in Item 6A for upper 24'-0" Remaining wall area below W requires clips spaces a max 5 –0" "O.C. vertically between wood framing and Hr, S E C TI O N A-A Q Q Q W studs *Bearing the UL Classification Mark 0 C 0 0 Z Z Z s ,..me. Z PRE–ENGINEERED WOOD T W UJ Q FLOOR TRUSS SEE STRUCTURAL DRAWINGS 000 T: Q DO q* Q 1/2" GYPSUM WALL BOARD _ PROJECT TYPE: TRIPLEX .J 2x6 STUD WALL @ 24" O.C. DATE ISSUED: MAY 4, 216 1/2" GYPSUM WALL W/ R-19 INSULATION REVISIONS: 12VIBOARD OVER 2x #2 SPF .063" USG ALUMINUM ANGLE CLIPS WOOD STUDS @ 16" O.C. - COMBUSTIBLE SIDING OR – SPACED AS REQUIRED NON R1 1 FIBERGLASS BATT 1/2" GYPSUM WALL BOARD STUCCO OVER APPROVED INSULATION ATTACH 2" METAL CHANNEL TO 2x4 STUD WALL @ 24" O.C. HOUSE WRAP VAPOR BARRIER CONCRETE SLAB W/ 'PASLODE' t 1" (3/4" MINIMUM) ` W R-13 INSULATION OR EQUIVALENT ANCHORS @ 24" '' FIRE RETARDANT AIR SPACE O.C. MAXIMUM 2 LAYERS 1" USG PLYWOOD SHEATHING. EXTENDED GYPSUM LINER PANEL '- " SHEET TITLE 2x SILL PLATE W/ _ _ _ _ 4 0 HORIZIONTAL DISTANCE BOTH FOAM SILL SEAL OF SEPARATION WALL ''� j'• '�`� `` �: SIDES OF FIREWALL WALL 2" USG 'C' RUNNER SECTIONS 2" USG 'H' STUD 11 a ° 2X6 STUD WALL @ 24 O.C. AND ° W R-19 INSULATION 11 I ° .a (2) 1 USG GYPSUM LINER PANEL , . DETAILS ° (SEE SECTION THROUGH CONCRETE GRADE BEAM SEPARATION WALL) SHEET NUMBER CL (SEE FOUNDATION PLAN) SEPARATION WALL C r i Onv r_i`� WALL SECTION- 2 PLAN DETAIL. A-300 SCALE: 1" - 1'-0" A-300 SCALE: N.T.S. a� PERMIT SET STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. j FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER _ 7/16" OSB OVER PRE-ENGINEERED ROOF TRUSSES I SEE STRUCTURAL _ tat+IIS► F � BLOWN-IN CELLULOSE & INSULATION BAFFLES BETWEEN EACH TRUSS 12 Hamm HURRICANE CLIP Q EACH TRUSS 4 BEACHES - SEE STRUCTURAL DRAWINGS HABITAT FOR (2) 2x PLATES - SEE H U Ii/IAN ITY STRUCTURAL 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 METAL DRIP EDGE OVER METALI ARCHITECT. I WRAPPED 2x6 FASCIA ! Julianne N. Overby, RA VENTED VINYL SOFFIT INSTALLED Architectural and Interior Design PER MANUFACTURERS SPEC. R-30 MIN. BLOWN-IN Julianne N. Overby,R.A. VINYL F CHANNEL INSULATION 2452 Pullian Street NT FREIZE 5/4 x 6 FIBER C EM E Jacksonville Beach, Florida 32250 BOARD 1 /2 GYPSUM WALL 904-704-8628 � BOARD. MUD AND 1" R-19 BATT INSULATION Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 TAPE ALL JOINTS HURRICANE ROD SYSTEM - SEE AND FASTENER STRUCTURAL DRAWINGS HOLES. SAND ALL � '� '� SURFACES FLUSH. 7/16 OSB OVER 2x STUDS - 10" Ln M SEE STRUCTURAL DRAWINGS � M I VERTICAL SIDING 23/32" T&G PLYWOOD Z' zN (BOARD & BATTEN LOOK SUBFL00RING GLUED AND ------------------- _ __________ _ _ N } SCREWED OVER PRE-ENGINEERED �' TO BE INSTALLED PER '`ft 'o '`wo MANUFACTURES SPECIFICATION r WOOD FLOOR TRUSSES UJI � W J 4 STAIR DETAIL. u-DAMP PROOF BARRIER LAP „ _ s� � > > ., OVER FLASHING 8c SHIM A-301 SCALE: 3/4 — 1 -0 f P.T. 5/4 x 8 0 0 CONTINUOUS TRIM W W w Qaam 2x SILL PLATE (D 0 0 V z z z �- HORIZONTAL LAP SIDING Q Q < Z TO BE INSTALLED PER W W W Q. MANUFACTURE'S SPECIFICATION 1 /2 GYPSUM WALL BOARD O O 0 �-- Q 00 It o REINFORCED CONCRETE SLAB & FOUNDATION SEE STRUCTURAL 2x PRESSURE TREATED PLATEDRAWINGS PROJECT TYPE: TRIPLEX OVER FOAM SILL SEAL — SEE DATE ISSUED: MAY 4, 2016 STRUCTURAL DRAWINGS FOR 6 MIL VAPOR MASTER / ANCHORAGEREVISIONS: I BARRIER OVER BEDROOM I CLEAN, CLOSET ; f EXTEND HOUSE WRAP BELOW FINISH COMPACTED AND 8'CLG. i f FLOOR. SECURE WITH STARTER TERMITE TREATED STRIP SOIL I FINISHED FLOOR � ° d ° d 1* E �, / � 0HUH ii FINISHED GRADE • • ° ° 3'-4" � 'l 0 0 ;� SHEET TITLE �._a LL CO O iii' 2 2 �• P STAIR SECTION � '�� DOOR AND ► o J 0, .01 � TI LI r` AH UNIT U- T" H N �_� DETAILS 112 GWB & HWH _ T" 8'CLG. r— \�\� — INTERIOR STORAGE 1' 'j I Ch (CONDITIONED) co . 4 4'-g" SHEET NUMBER PARTIAL WAL A-301 W/ WOOD CAP 1 WALL SECTI2 STAIR SECTION 3 GREAT ROOM SECTION A-301 SCALE: 1" = V-0" AT SEPARATION WALL A-301 SCALE 1/4" = V-0" A-301 SCALE: 1/4 I PERMIT I SET - __ - I - I - -- � THIS DOCUMENT, ALONC WITI. GENERAL NOTES: SPECIFICATIONS: (continued) - __ __ __ EZ AN INSTRUMENT OF 1.All notesl drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or OTHER FRAMING CODES & DESIGN STANDA"S: DESIGN LOADS: f� ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THI service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be � . ///��///,////,/////,��//�/�/�//�l/-�/,�//,�;/,/,� /,.z / 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 o 11 �,/, / // �/�X/,�// PROJECT TITLED HEREIN. / X;//��/ ,�//��//;,�,// /// / �� 2��l // fumished by those persons ancYor entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a Florida Building Code-Residential 2010 ROOFS C , ;, I //,�.,�, / ,�,�'? I // INFORMATION DERIVED FROA, // " .1,/// 1/1, �', thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. Florida Building Code 20 1 0(as applicable) LIVE LOAD 20#/sf ,��//, 1/�,/ ,.//I THIS DOCUMENT, ANDIOR 2.All engineered wood beams shall be Trus JoistA-Level/Wey�xhaeuser brand Microllarn LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in / /z//. .1 I I , I I I DEAD LOAD/SHINGLES 7#/sf �/�, ,"'./ .", / / ASSOCIATED DOCUMENTS, MA: �'. anufacturer's specifications,instructions and directions. ,/,�;/ '. /I ZONE"I" .. ,,// /1" .. 11 2.These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 ASCE 7-10 DEAD LOAD/TILE 20#/sf ��/,� ,/// ''.... , / I // NOT BE USED FOR OTHER I// / / /11 'I', I". // and 1610 of the Florida Building Code,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 NDS-05 DURATION FACTOR 1.25 //1 �,,/ I ", . I // // WORK(S) OR PROJECT(S) , 3.All engineered wood posts or columns shall be Trus Joist/I-Level/Weyerhaeuser brand TimberStrand LSL I.3E or Parallam PSL 1.8E solid members,as specified,or ..� / ..'�'/, ,// I/ ,// along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, TPI 1-07 FLOORS � a: /// ,.////, // I// WITHOUT THE EXPRESS equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form Z /// W /��// //'///',// //' I , drawings,details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the /,��///�;///"/;/// ,/�,/'// I /' / .// ��/, . WRITTEN PERMISSION OF TH, I / ,/// .11,/// /// . ./ ------- -.---.---- Z ,//, // // ' ' , , / / / the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensionat/solid-sawn members- ACI 318-05 LIVE LOAD 40#/sf /// - , //�1,///�"///110il�l."/ /' , / ,// I .---. -I I-�A I--I. /,�� I P /// - //I�/,/// // ,�/" . I V ZONE"I" / ;-- / aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the i.e.4x4,,4x6,6x6,etc.-may be replaced by a similar-sized(e.g.a 5.25"x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or WFCM-01 DEAD LOAD 12#/sf(Including Cln'g Below) C,) //,1 r- 0//////////� /�//�, ,�// /�, I //,-.,�/ ,/,� ,/ =; REV,'DEN77EBWR8PflMN .1 V W /// //// '/ /1. D 0 ��/ I ;/ /, engineer's scope of work specifically excludes engineering functions delegated to others [i.e.roof and/or floor truss design,engineered wood products design(except EWP documentation required by the engineer. DURATION FACTOR 1.00 M //. Z ,/// I I�� ,,/ ....,/ //�� 0 /1111 �/. �/, specified herein),etc.] as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, DESIGN CRITERU: CEILINGSATTICS 1,1.'/, V14 / / ZONE /1, 1/_1 � I ��///, �// . /,./,,/ // �/, ` I - 11 the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture LIVE LOADNO STORAGE 10#/sf(Non- I ,/ , I / /// ,, �,� q ,concurrent) /// � / 4.All nailing shall be with"common"nails,except as otherwi e noted. All nailing not otherwise specified within these engineered documents shall be as specified by � / , /,/ ZONE ,.",/ 1 I/ - protection,infiltration and/or resistance;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer furtherwarrants that the BUILDING TYPE LIVE LOAD w/STORAGE 20#/sf(Conlcurrent) - 1/1 �1/ �/ 1 2 the applicable code referenced herein. All envelope sheathing shall be nailed ancYor screwed as specified and glue or other adhesives shall not be used in place ofnails /,�,//� /V/// /" I �/// 111, /I � structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections ofthe code and makes BASIC WIND SPEED 130 mph(3 sec.gust) DEAD LOAD 5#/sf /// 71�1 /,,, //� ////,�, / I . I ///,////I /1 ,/;// I / - ,/ I I I I �� or screws. I 1� /' / �� I I 1,�// // //� /�, //; 3 - no other claims,warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address EXPSOUIRE CATEGORY C WIND 11 /// / ,. /�' / ,1ILL/// .. , I //. ''I . // , I I / /,. , o .1 �/ //,� e.. , 11 , I "/ , . I . . // (�n//./ , , ,� elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be BUILDING CATEGORY 11 LOADING PER TABLES //�/ , I C /// I.. 1�// // . _- 5.All engineered components,including roof trusses,floor tru.,ses,I-joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and .. //// /" /, /,//,�' N. 4 - I // ;///, /I � responsibility of the appropriate entity-i.e.owner,architect,contractor,ancVor building official,individually and collectively-to design,account for or otherwise verify as directions. INTERNAL PRESSURE Coef, +0.18/-0.18 DURATION FACTOR 1.60 //�,� ZONE // /' z�%jiNL� , 1�/, � I // "I 11 //," "1�, , oil I -_ -- � appropriate for the intended purpose. SIESMIC N/A I I / / < ��I / The //, // //// ,�,// /, " /// ;/,",��,�;, I/ 1 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). � ��, / 1 3.The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects �, / / raming plans and/or details. All panel edges of wall sheathing shall be solidly ,��/'//;//�" ///R//�//�//, I thereof It is the responsibility of others-i.e.owner,architect,contractor,site developer and/or building official,,individually and collectively-to establish the minimum Sheathing may be either OSB or plywood,unless specified as One or the other on the f Cm GABLE / CASTILLO blocked. Use of"ply clips"or similar edge support is requiredat unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greaterthan 16"o/c. ZONE"Y'-CORNER 0�_ appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than ,7... . . the minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved Use of"ply clips"or similar edge support is required at unsup)orted panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" *4 ZONE(S),TYPICAL ' Group ._'.'� ��, or similar edge support is recommended at unsupported panel,Ages of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofand wall . .. 11 by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone ��"'.. , �i ;�-, sheathing shall not be less than 7/16"thick. Floor sheathing st all not billess than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some A Florida Corporation ,��.:��1:�,.'-I .", . -.1 I q "V"unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. . . ROOF PLANNIEW F-] ZONE"I"-INTERIOR ZONE(S) .......- . design loads require thicker panels;see sheathing specificatio s for specific minimum panel thicknesses,required span ratings and fastening information. Designers I �.i:..** *1 � '...i:� �, 1_1�, I- 1 4.The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced // ZONE"T'-END/EDGE ZONE(S) Engineers .1,I - 7.At exterior walls clad with a stucco or an applied-stone veneer firiish,the APA(www.apawood.org)recommends the use of either 15/32"thick,32/16 span-rated /// . herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) - I "EZ" DIMENSION: El 655o Roosevelt Blvd. or documents,,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion ofthese engineering sheathing(Exposure 1,PSI/PS2)or 7/16"thick,24/16 span-ra,-ed Structural I rated sheatEing when the sheathing is installed with a vertical orientation(long axis - Jacksonville,FL 32244 : parallel to the studs)on the wall(see Technical Bulletin TB-2C 2 f6r'additional information).The discretion to enforce the aforementioned recommendation is at the sole ZONE"Y'-CORNER ZONE(S) � documents be found to include an error or omission,,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the ** 51-311 ** 2 . 1 (904)772.-6ioo the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer .:o I � I FL CoA No.29015 for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance . ,- . - engineering documents or addendum thereto. the construction of the exterior walls. __ �:) 5.These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein may not be used to 8.Metal connectors shall be Simpson brand hardware,as speci.-led herein,and shall be installed in accordance with the manufacturer's specifications,instructions and I directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications ofthe connector(s) 1� execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. . 1�1 I\\\,�'\�,,l F77 777,7, V) 1, \ - . specified and have appropriate product approval and installatio i instructions and directions. . \� /� 0�6 �4 I I I., , 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. A /I . // " I/ (�) c) I FOUNDATIONS,CONCRETE&MASONRY 4 � - �� 7.Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifa confl','ct is present. C\ Eaa� 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 1.The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design , = �_IIIIIII engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during 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 �1 , 1 �.4 �� is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the i ./ construction,construction should cease until such time as the discrepancies have been resolved. foundation components will experience movement throughout the useable life of the structure. Subsequent owners ancYor occupants of the structure shall be apprised of k / U� �4 , I � I I /I 4-� // 9.These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations the soil conditions present and be advised to maintain good prE ctice in the future with respect to surface and subsurface drainage,maintenance,the construction of - I/ 0 1 partitions above floor slabs,fmish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future /" .1/ 4N and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information // I/ _� U performance. / or for claims arising from the use thereof I / _r-/, > "' /�7�LZA 1/ P---� ct� 2.The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring 1 I 0.Unless specifically depicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems - ,/ �:) that may be intended by others and could affect the performance ancVor serviceability of the structure depicted herein. exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of6O#/sfper foot ofdepth ,I I - Z with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and ,- ,�I�Llj 777777777177� \, the engineer shall be promptly notified of the conditions and no further construction shall occur until the en ineer has provided additional direction. 177// ,_J \, Dn 0 � I 1.These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications ancVor the relevant notes provided herein. Wall 9 0 �_� 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 wal s until the walls have cured adequately to provide sufficient strength and have been anchored to the floor P_q drawings. _--- 0 P--� -.t� system above or otherwise properly braced or shored to preven damage to the wall. . ---- -,- � 12.These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.of headers,beams,columns,posts, __-..-- �� U studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on the 4.Refer to the Geotechnical Engineer's report for all soil and/o-site preparation requirements necessary to achieve the required minimum 2,000#/sfsoil bearing capacity. ---�... Q) �_� associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified hereinmay be exceeded orenhanced, In the absence of a geotechnical engineer's report,the site and.,,oil shall be prepared to the satisfaction of the Building Official. ...- 44 4, within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. 5.All foundation pads depicted within these engineering docur ents shall be formed to the dimensions as indicated and substantially centered beneath the associated FLOOR PLANMEW �-4 61\ �_� 13.These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using column or walL unless indicated otherwise. � I ,� ,C� U ZONE"4"-INTERIOR ZONE(S) C)., W the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before 6.The location of steps,jogs and top-of-wall and/or top-of-slat elevations are critical to foundation perforinance. While the location of those steps,jogs and elevation "ET' DIMENSION: 1:1 > 91.i proceeding with intended use. ' V) I 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 [�//:/] ZONE"Y'-END/EDGE ZONE(S) E 14.It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having during actual construction. The design(s)depicted herein can only address the proper foundation configuration as specifically depicted herein and could require ** 5t-311 ** /// -_� �:) (= 6N I jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible forthe ineans and additional analysis and effort should field revisions merit. I -_ V) methods of constructing the structure depicted herein and shall perform their respective fdrictions in conformance with all applicable laws,rules,regulations,codes and �:) qtl- W standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion ofthe structural ��' , MAX. ON-CENTER STUD SPACING (in INCHES) V*% raaaaa� E...., approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)ortheir designee(s). system. It is the sole responsibility of the contractor(s)and lab:)r contributors executing the design(s)depicted within these engineering documents to adequately shore . END-ZONEANTERIOR ZONE: I C) Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible forthe the walls throughout the construction process to maintain the ir tegrity of the design(s). 11 "I WIND 130/c FLEXIBLE FINISHES (NOTSTU�:CO 4� ,j:� Z issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of Mn.Rf Ht. <30' � completion)shall be issued for the structure depicted within these engineering documents,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 I aatter beneath the planned structure location,as well as for an additional five feet or more beyond the , I FINISH FEEX. 2x4 2x6 2x8 2xI 0 > time as the authority(ies)having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound and in com I perimeter thereof Unless otherwise indicated,all footings and flat concrete shall bear upon non-organic,undisturbed soils compacted to a density ofnot less than 95% 1 �.11 -� pliance with all I � PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP P E � - 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 (NOMINAL) ,*wft mp_ applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering document6. _�, . COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLF,: ,,� �.,. _,. � I GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-orgartic,undisltul��soils(with the compaction 8f 24"/24" 24"/24" 24"/24" 24't/24" 24"/24" 24"/24" 24"/24" '_-k. _�K_ . , I I (= thereof verified as previously referenced)and added in one foo (12 inch)lifts and each lift shall be compacted to a density of not less ifian 95%of Modified Proctor *a* 1, 9. 9 labor contributors executing the design(s)depicted within these engineering documents to determixo-the proper ' WIND 130/C J_' - " 24"/24" 24'724" 24'/24" 24"/24" 24"/24" 24"/24" 24"/24" 15.It is the sole responsibility of the contractor(s)and Maximum Dry Density(ASTMD1557). These minimum specifications maybe exceeded or superseded by either a geotechnical engineering report specific to the PITCH >6/12 ROOFS(all values negative-i.e."UPLIFT") WALLS(incl.Windows&Doors) 10, 12'71611 12"/16" 24'1/24" 24tt/24-t 24-1/24" 2411/2411 241t/241' �� (= erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the desi ,. .1��ppdLa^. ure the soundness - -RJOR ZONES r__-� Z �- � _ building site or at the direction of the Building Official,as deet.ied necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the Mn.Rf.Ht 151 ZONE"311 ZONE 19211 ZONE"It' OVE1;MNG OVERHANG END ZONES E >_� -' of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole pos. - . III 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 1 _ �pom e contractor(s)and labor . contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,until such time site be prepared to a lesser degree than that which is outlined hi rem. AREA(in sq.ft.) CORNERS END/EDGE INTERIOR CORNER INTERIOR I NEGATIVE -,,P,0SITIVF..o EGA VE POSITIVE * 12' 61/8" 8"/12" 24'724" 24-1/24" 24"/24" 241724" 24fl/24't <10 -22.10 -37.46 1 � -72-3p"'" F---q as all of the structural elements and components depicted within these documents are properly installed,inspected and approved. Bracing shown throughout these -25.85 -25.85 -3_7," ";`�-29.60' -1 _1� -23.t 22.10 . 14' N.P. N.P. 12'1/16" 24'1/24" 24'1/24" 2411/24" 241724" �.� E...� C/� W engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 9.All concrete slabs on grade shall be no less than the thicknes;indicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.17 -23.(* 21.17 16 N.P. N.P. 12"/16" 1671611 16"/2411 1 24"/24" 24-724" (.� - (minimum)6mil polyethylene(visqueen)barrier installed in ac-.ordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 WI AxIA 50 -23.23 -23.23 -19.48 -34.84 -34.84 -24.91 19.67 -21.5 19.67 -- WWM,lapped not less than 8"at edges/ends,in conformance With ASTM A-1 85,or Fiber-Mesh reinforcement shall be used with minimum 2" fiber length at a rate of I I �:100 1 -22.10 I -22.10 1 -18.36 I -33.72 1 -33.72 j -23.04 1 18.73 I -20.(�_ 18.5' N.P. N.P. 8"/8't 8"/12" 12"/12" 24fl/24" 24't/2411 �� ,<� �� dN 16.Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within - I .t- 1 18.73 19.5' N.P. N.P. 811/811 8"/811 811/1211 24'1/24ol 2411/2411 7 &-aal I lb.per cubic yard of concrete,complying with ASTM C-I I 1 6. .�' 20.5' these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads ofthe . N.P. N.P. 611/811 8178" 8'1/8" 16'f/24?1 2411/2411 -41t� Qv� floor or roof;Unless indicated 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. '�, 21.5' N.P. I N P. 6761- 6"/8-1 8'1/811 161'/1611 24tI/241f W W I,- - 1 17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions I 1 22.5' 1 N.P. I N.P. T N.P. 1 6"/6" 1 6"/81' 1 1611/1611 1 24"/2411 �� P--� ��- I 1.Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less � I � o provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. than 3,000psi at 28 days. _11!� C/� u ilding Code and/or Florida Building Code-Residential(along with the associated MAX. ON-CENTER STUD SPACING (in INCHES) 4� P4 . 18.These engineering documents have been prepared using the version of the Florida Bu 12.Reinforcement shall be detailed in accordance with ACI 31 5,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: 11 �� r.) ,4 standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are a)Concrete cast against earth: 3 it END-ZONE/INTERIOR ZONE: routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and I b)Formed concrete exposed to earth or weather: 11/2' � �> of ., P4 C) enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective � WIND 130/c BRITTLE FINISHES (STUCCO,etal) date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be retumedto the c)Interior slabs,walls,etc.: % .1 Mn.Rf.Ht. <30' 0 1 engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or __ FINISH BRIT. 2x4 2x6 2x8 2xI0 0 U 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 PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP 00 methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. (horizontal)reinforcing in walls and footings shall be continuoiis at/around comers and intersections,and/or matching comer bars shall be used. All longitudinal (NOMINAL) 4� (horizontal)reinforcin shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and smaller reinforcin )and all vertical reinforcing shall be -1 8' 1611/16" 16724" 24-1/24" 24"/24" 24-1/24" 24"/24" 24"/24" M I �-4 1, 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme 9 9 LEOEND - " 91 12"/16" 12"/16" 241724" 24"/24-t 2411/2411 2411/24" 2411/24" lapped at splices a minimum of 25". 1 - , - E---� r� ,e!� care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. � 10, 10'1/12" 10"/12" 2411/2411 I 24"/2411 24"/24" 2411/24" 2411/2411 V� However the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability ofthe (2)2xlO-2/3 HEADER/BEAM CALL-OUT I I 2411/24t' 24'1/2411 2411/2411 2411/2411 1 9 !I 14.ALL concrete operations-including but not limited to mix esign,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done lt� �:) �� engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight 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,I*, 121 N.P. N.P. 1 8ft/2011 22"/26" 24"/24" 2411/24" 24"/2411 q1- once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as 141 N.P. N.P. 81VI 211 12"/12" 12"/16" 2411/2411 P--� M I ,� 2411/2411 depicted herein,causes the engineer to be unable to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. NUMBER OF KING-STUDS EACH SIDE OF OPENING , 16' N.P. N.P. 611/811 81f/811 8"/12" 1611/2411 2411/2411 �� r..� �aaal 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. NUM13ER OF JACK-STUDS EACH SIDE OF OPENING I" � �I �. SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) 11, 18.5' N.P. N.P. I N.P. N.P. 6'1/611 1211/16" 1 241724" U rument of service and remain the physical and intellectual property of the engineer. - = 'r, 0 �:) 20.These engineering documents and the designs and ideas expressed herein are an inst 16.Concrete masonry units shall be ASTM C90-75,Hollow Lc ad-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive NUM13ER OF PLIES IN HEADER % 19.51 N.P. N.P. N.P. N.P. 5'7611 1211/1211 2411/24" For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elementscontained I-1, 20.5' N.P. N.P. N.P. I N.P. N.P. 811/1211 16'f/2411 ', strength of 2,000psi(fm= 1,500psi). 1, ,0!� <:� P4 herein are prohibited without the expressed written consent of the engineer. ALL EXTERIOR HEADERS 1 (2)2x6-1/2 1 UNLESS NOTED OTHERWISE ,, -_ " 21.5' N.P. N.P. N.P. I N.P. I N.P. 811/811 1611/161- M �-4 �� I 1 2 1.These engineering documents have been prepared for the specific site or location identified herein,,as relayed to the engineer by the client. The engineer Ins used 17.Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE I'. 1 22.5' 1 N.P. I N.P. ' N.P. I it 8"/8f, 16"/16"' �� r...4 4-� C/) ormation.relayed by the client,to determine the appropriate wind speed and exposure for the specific site or _',�11 EXTERIOR STUDS SPACED AT GREATER THAN 16 o/c SHALL . : resources reasonably available to him,based upon the inf 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 19 5 location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind spqed maps and I V. � BE SHEATHED WITH MINIMUM " f NOMINAL)SHEATHING DESIGN MEB published by the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official sha4verify the I 11 WTTH VERTICAL APPLICATI TUCCO FINISHES. wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. " The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location inforinationpmvided to him 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 .411 7,, DRAFT MEB by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES T MAXIMUM ON-CENTER STUD SPACING IS 16"WHEN USING 1-6 CHECKED EAW - 20.Provide horizontal joint reinforcing in CMU walls at 16"o/( vertically conforming to ASTM A82 and ASTM A 167 Type 304. SPECIFIED HEADER OR BEAM IS RAISED ABOVE TIM>LINE THICK WALL SHEATHING. SCALE N.T.S. - I . < >INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 611 OR 811 SPECIFICATIONS: . STEEL I I MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER,, DATE 6.6.2016 * I I RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED WOOD FRAME WALLS 1.Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. JOB NO. 16-/575- - 1111 11too ,,% *t 1.Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-franied")when Buildings,"9th edition. FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASO Y CONNECTOR SCHEDULE ,�Q.FT.,,.t.%r_: - VA 4.I#O.. , " a I fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and sbould not be %% 'N %i I 0 I't -wr F v", " . ASTM 307 III, Gidtt fti# I all framing(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except as noted below: CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ LLVATIONIVexplMoNo poUNDATIONg % . I �_,� used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical w . EXV1071RM-WALL POUNDATION,d eMU #ALL TIB�-BRAM/LINTEL At % �R . - 11 . or STRAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 10 1 8) III �wo ** 1. a)Pipe ASTM A53,Type E or S,grade B I ATR DIA EMBED MIN EMBED MIN EDOE MIN EMBED MIN /MAX EDGEMIN EMBED I EDOE D19T ,I P N# , uninterrupted between points of lateral support. � b)Tube ASTM A500 H2.5 (5)8d PER END - (12)16d ABU-44,-66 5/8, I .. . ?M2 3" 12" 1-3/4"/6" N/A , I * ___ 'IQ law" - Glynh 2.All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete ormasonry H5 (4)8d PER END (10)16d/EACH LTT20B&DTT2 1/2-(EA) :w/MIN 5-1/2" 4"%V/2-1/2"SPC'G 12" 1-3/4"/6" 12" C.L.w/MIN -N, . . I shall be pressure preservative tTeated. 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. . H8 (5)10d x 1-1/2"PER END (22)10d SINGLE MGT 518" .SPC'G 2"NN71 4"SPC'G --- 3"SPACING : ginee -- � MTS12 (14)10d or 10d x 1-1/2"TOTAL 2x(22)1 Od DOUBLE MGT (2)5/9- . 5-1/2" 3- 12" 1-3/4"/6" 12" C.L. : 1 .16 4 9-1/2" 3- 12" 3-1/2"/4" 12" .* & 3.All vertical wall framing(studs)-including"jacks"and"trimmers"-through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/or table(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)10d or(24)10dx 1-1/2"TOTAL (18)16d SMLE HT"T16/4 5/8" . 7-1/2" C.L. ov 0 All vertical wall framing(studs)larger thai 2x6 shall be#2 A3 079 A3 6,SAE 10 1 8 and Grade 2 bolts. 1 2" 12" 1-314"/6" 12" 1.0 ". w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. LGT2 (16)16d SINKERS TO TRUSS, - C.L. 0 1 1 1. M. I % M. . .. SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. (14)16d SINKERS TO>&POST 2x(18)16d DOUBLE HTT 1 614 (2)5/8' 7-1/2" 4- 12" 3-1/2"/4" - 12" 1 C.L. I 01 of 10 % H16,-16S,-16-2 (2)10d x 1-1/2"TO TRUSS,(10)TO>/POST 2x(18)16d TANDEM HTT 1 6/4 (05/8- . 9-1/2" 5" 15" 1-3/4"/6" N/A 6 . 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. - = 1 4.All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, exceptwaRs that MSTA12 (10)I Od TOTAL (32)16d Sinkers SINGLEUM2/5 5X .. . 9-1/2" 2" 15" 1 1-3/4"/6" N/A i C I MSTA18 (14)10d TOTAL 2x(32)16d Sinkers DOUBLE HTT2V5 (2)5/8- . 9-1/2" 0 1 - 5" SEEPLAN N/A (904)6 -62 ,. are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. CORROSION&DECAY RESISTANCE: MSTA24 (I 8)1 Od TOTAL (20)Y4*-x 2-1/2"SDS SINGLE HDUS 7/8" 8" 3" 13-1/2" 1 3-1/2"/4" 13-1/2" EEL. -N MST37 (42)16d TOTAL 2x(20)Y4*-x 2-1/2"SDS DOUBLEHDU8 (2)7/8- 13-1/2" 3- 13-1/2" 3-1/2"/4" 13-1/2" - - 5.In some instances,,these engineering documents may include a specification for a column within a wall where the size of the column exceeds;the thickness dthewall as - - 1. I I I C.L. SHEET specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses.: a)The 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)16d TOTAL (30)Y4"-x 2-1/2"SDS - SINGLE HDU I 1 15" 1-3/4" SEEPLAN N/A thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-out tos thickness boards/lumber,joists,posts,etc.-shall be pressure preservativ( treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for MST60 (56)16d TOTAL 2x(30)Y4"-x 2-1/2"SDS DOUBLE HM I 1 (2)1- 151� - 4" SEEPLAN N/A � similar to that of the column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the CS16 (30)8d or(26)1 Od TOTAL (36)Y4"-x 2Y2-SDS SINGLE HDUI4 I. 15" 3" SEEPLAN N/A column"wrapped"with a finish material(i.e.gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none oftheffiree application. SPH4,-6,-8 (12)10d x 1-1/2" - 2x(36)Y4*-x 2,V2"SDS DOUBLE HDU 14 (2)1- . 15" 4" SEE PLAN N/A aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine ifan engineered wood HPAHD22 (23)16d (16)10d HGT2,HGT3 (2)314" 11-1/2" 3" SEE PLAN 11-1/2" 1 C.L. (EAT)or structural steel column may be used within the allotted wall cavity. 1 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. LTP4 (12)8d x 1-1/2"TOTAL [-(16)10d I HGT4 ](2)3/4- I-9" 3.1 SEEPLAN 11-1/2" 1 C.L. ___� - A35 (12)8d x 1-1/2"TOTAL "FRAMING"and"FRAMING-TO-FOUNDAIION'CONNECTOR SCHE NOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF 3.All fasteners(nails,screws,bolts,etc.)less than 1/2"in diameter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or META20 (12)10d x 1-1/2" (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY f of 4 1)USE SIMPSON AT ACRYLICTIE TWO-PART EPDXY FOR ATR-TO- UND.CONNECTIONS U.N,O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) - stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility BETA20 (12)10d x 1-1/2" 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGEE,ETC) MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL FIELD FRAMING with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the LGT2-MASONRY (16)16d SINKERS TO TRUSS, 3)"DOUBLE'HOLD-DOWNS REQUIRE MINIMUM 8-SPACING BEU77 ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE (7)1/4"-x 2-1/4"TITEN SCREWS TO WALL - 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE E, IOR FACE OF THE FOUNDATION.CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED 1.Limited elements or areas of the design(s)depicted within these engineering documents may include the label or reference"field fi-ame"or similar. Attheseconfined exclusive use of SS connectors and fasteners. The use of any iriaterial treated with the pressure preservative treatment ACZA shall require the exclusive use ofSS MTSM16 (7)1 Odor I Od x I-1/2"TO TRUSS, CMU WALL TO THE<OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PI.UOR - locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applicationsmay include connectors and fasteners. (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LO ONS ONLY IF THE MIN.EMBEDMENT IS TO CONSTRUCTION. I I MEASURED FROM THE LOWER SLAB ELEVATION � .1 � , HTSM16 (8)10d or 10d x 1-1/2"TO TRUSS, 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE),% MANUFACTURER'S INSTRUCTIONS& I I I stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical constructionand/or (4)1/4"-x 2-1/4"11TEN SCREWS TO WALL DIREC71ONS - ____ -- b!�-�.____ __ _. 1--.,...-,-. I , lk# accessories. As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted hereinto creaW his 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"TO TRUSS, 7)ALL NAILS SPECIFIED ARE'COMMON-SIZES UN-0. . : , I, (6)1/4"-x 2-1/4"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTANCES WN ON PLAN SUPERSEDES MINIM I � - - Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. UNISAMIEWED FOR CODE COMPUANCE ��'�' ilia - her own design for elements or applications specified as"field framing"or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, F11 E CC!l FGTR (18)1/4"-x 3"SDS TO TRUSS, ON THIS CHART I i A d to the satisfaction of the Building Official. (2)1/2"-x 5"TITEN HD's TO WALL 9)MINIMUM EDGE DISTANCES OF 4-OR MORE REQUIRE MINIMU1 "WALLFRAMING . : ____.. rules,codes,etc.and shall be to the execute 5.Regular inspection and maintenance of wood,wood-based a0d metal products used in structural applications and/or used in outdoor or other potentially corrosive (8)10d TO FRAMING, 10)MINIMUM 8"SPACING BETWEEN META-or HETA-ANCHORS U.... . i CITY OF ATLApMC 13EACH ) . (4)114"-x 2-1/4"TITEN TO MASONRY I 1)MINIMUM 1-1/2"EDGE DISTANCE FOR TITEN SCREWS � 1 _'� I environments or applications is essential for continued,long-tei�m satisfactory performance. 1 12)MINIMUM 4"EDGE DISTANCE FOR TITEN HD's ; SEE PERMITS FOR ADDITIONAL r - - - __ - -__ ! ftWJ%2MAfft2w1k._. - V RW I - - 1 -IIIIIIImw1Www lv�wvftpv VRS Nil)confal I JVM* . .� I . . - f RMEWED W. I DATE.- '� .ZQ-�__?- -%%, � �:� � ,U - - .L- t�o !� ,� ._ I .�i!- � .I �,I-— . � 1. � :;, . �1� 8*+ - . - .- I �140'. � THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE �� I 1 �� i - �� ,1 EXCLUSIVE USE AT THE PRODS AT MAX.5-8 o/c. *RODS AT MAX.5 10 o/c *RODS AT MAX.5'8 OIC. PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT. AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) 16+_6+„ 20'—0•' I I I WITHOUT THE EXPRESS 20 -0" WRITTEN PERMISSION OF THE ' �z„ PROJECT ENGINEER IDENTIFIED /z„ I BELOW. J. 16' b112" I REV DESCRIPTION BLOCK ALL PANELS EDGES (1)MSTA12 @ EACH W/#2 SYP 2x4 W/(3) JACK STUD TO TOENAILS AT EACH END HEADER W/(1) 2 _ -� I LTT20B @ POST F BASE TO A.T.R.. 3 - -- f- 0 -- - ----- -- -----r ---- 4r7 - o 11 —0 9 —0 S I ! o o I1 �I i Cl) i'.1 ! 0 5 U The '7 .7 (i., „ , „ ► I " wi W U illi ►fU CASTILLU /z'• 10'—,>j2•' 8'—»jz" jz'• I ST2 I /2 8 —��/2 10 ��12 /z - _ I; —I CJ06 j j ! j ' I' CJ06 Group 101 4414 , --- _-_---. �j! _ A Florida Corporation ¢ cJo� (2) 124 M1 TO Jy#2 CJo7 ¢ Designers ; ------ ---------� * SPF 2x OSTM /( RID; -_- --- r 7 I Q 2 2x8-1/2 --- - - --- I - 2 2x8-1/2 Q Engine ; $T2 I w ----- - ---- ---- ------ --------- --- --- - - - --... ------- ---- =- - _ _-_-- - ---- - - .......----------------------------------- ---- --- - -- ----._....-- -0��- - 6 o Roosevelt Blvd. �T2 x III I x I I �' I I Q III I I r'� i i BM1 1 Q Jacksonville,FL 32244 w 1 11 I W U (904)772-6ioo w i 81f0I U I 1 f fl � I II ---- - -- -------- -------- ----- ---- -- I --- -=-------- -- .I w- ---- --- S ¢ _ 1.. S -:::_::: , ¢ FL CoA No.i of co " �T2 - ------- - ---- -'K7 --- - - ,TG I I I I q� aU III I I -_ Q Ua O -� I �i I T7--- 00 t- --- -- ---- --- --- ----- L (� ST2 - ------ ---------------------- ------------------------- ' ,$`T2 c� - a _ �% ¢ N'� �� i� I f ; I I �.►moi � 1 I � i �' ¢ � ¢ w -- rYgZ1 i I U I I i - w _ NI cn Q W `4� 11 F09(�) W p I I r1 Q K 1 I U I L En - O .-- I -4N C� fYl --------- -.....---------------------------------------- - a.._. . - - -- - - ... ---...--------------- +--------------- r' ----- Cq v) r--------- - ------- --- - J30 x30 x16 W/ oo O ¢ I I--- I FO oo •x F02(7 , ¢ oo P. 30 x30 x16 W/L T r' I f -L------ - r� ---�----- I ( ) .z y i r----- O 3-#4'S BOTH 3-#4'S BOTH I �o ---- F WAYS = WAYS I ( I -- - -- - --- ----- -- -- --_ -- -- - --- -- ----------- - ----- --- ! CIOI r~ 1 Irf8 10 ra 10 I I °° I I 8/10 8/10 i 00 —U r~ I - - ----z-_a�- z Flo ¢ " ----------------------- ---------------- _...------- ------- -- - -._._..._........._......._..--- �T2 ,S'T2 I I I I ,5T2 ,S'T2 oa - - I — w ol - Q - ------- �' r... _.._ _ ...- - --...-- ....._ST2 - ....._. ------------- QQ I ��Ly r, O i QA -- -------------------- ------- --------- --------- -------- --------- - t ----------- - -- - -. . I >� I I I I � J i � -�� - - --- -----�}F12- N a � 1 I i r I I N $T2 I * --------. - - --------- - - -- _ _ 3 1 N : --- -- -- * s, N - - --------- -- „ 1 '-10" I ( 12'-6" 4'-0" I I 13'-10" 2'-2" 4'-0" --- - °° o v� -0 Z-2" � a � � y _ _N Q 3 I-i z ' � W , o � � o F12 --------— ------^" -- -- - -- - 00 oo W 4"CONC.SLAB I I I I I 3 U- --- 15.1 x -- --- .� oo F03 3 - --- -------- -- - ----- o FO --� -- - I REINFORCED W/EITHER 6x6 10/10 WWM OR FIBER I I ( I 4"CONC.SLAB I N aU --- N F04- ---- ---- - O O F13 Fo N ° w A -- -- - --.. .--- - ------ - ------ --------- -------- ---------- 00 r1-� MESH ON 6 MIL VAPOR i I o I I I I REINFORCED W/EITHER I-1 I v, H w -�w E- - - H -- Cq aU BARRIER OVER CLEAN, I I 6x6 10/10 WWM OR FIBER ( I r, F" --- - --._ ------------------_— ¢ A ¢ --- ¢ 1., 0 V F14 rn_._.....--__._...- M COMPACTED FILL.SEE I ( -1 I I I I MESH ON 6 MIL VAPOR I ( _ Q ______. ' --- - - ---- o- -N N O o. - - ------- --------- - - w O = ARCHITECTURAL I I I I I I BARRIER OVER CLEAN, N I I I O F05(3) * W O -W-£3- - -- * (3) N DRAWINGS AND I I 12 I I COMPACTED FILL.SEE --__.___..__.rn..__._ v� z F05 n SPECIFICATIONS FOR I I �$'Tz I I i I ARCHITECTURAL I ( I "LO w I I 3 w - -- ------- ------ ---- --- o�H ------ ------- --------._._.._------._.__._._._._._._._._..----------- --- -- 3 Cq I -J I INSECT AND DECAY I ( I , I I I DRAWINGS AND 11 _ I M - F15(3) 1 CO I �- _ U ---- -- RESISTANCE ( ( 4 CONC.SLAB I ( I I - I o H `n - `0 co �� .SPECIFICATIONS FOR I � � z � ° --- --- r-- - o H AND DECAY L- I pq p�' ----- --------- - --__-_ - -------- -------=- �..... rte...... -------------- INSECTO pq -J CONSTRUCTION I I REINFORCED W/EITHER I I I I I -, I w �c O Qo ------ ----- ---------------- ---- ---------------------- ------- - p I PRACTICES.PROCESSES I I 6x6 10/10 WWM OR FIBER I 1 I I I RESISTANCE I I I `I •pq C)E� 1 O ¢O O 0 CONSTRUCTION rf OE-�CONS2 1 " F06 3 F06 3 I VAPOR ATMENTS TO HON 6 MIL "I I 12 AND TRE I I MES I I w w 1V. PRACTICES.PROCESSES ( O O ------ ------------- --- -- - ------ ---------- -------------------------------------------- O--' - -----------------.--------_._---------------------...._.._._._._.._--...._...------------_----,------- --- oo I r MEET APPLICABLE CODE BARRIER OVER CLEAN o O �T2 � I I I I �T2 I �o �¢ 1, �o H nt I I 1 REQUIREMENTS. COMPACTED FILL.SEE I AND TREATMENTS TO I I ( ¢v� O H F16 ¢H 2ply#2 SPF "- O F"04 1- .-a O - --__ =_--—_-- ----_ -------- -------- - - -- - -__------------ -4=-_. -----------------2x4 POST-- --------------------- U z w Q I I (O I I ARCHITECTURAL MEET APPLICABLE CODE I I I ¢ z w 3 20"WIDE x 12" I I REQUIREMENTS. I I I 0 P �,O - I U iia F16 - p A DRAWINGS ANDrx SPECIFICATIONS FOR DEEP I ( 3 w -------- -........... - ...... 3 O . * x - ... ---- F09(3) - --------------- % O x 20"VdIDE x 12"DEEP-/,, I INTEGRATED I I 1—J I O ------- -- - --------------- L JINSECT AND DECAY INTEGRATED CONCRETE I I E CONCRETE I I 0 U 7 ---- ----- --- ------ -- - - -...... ..:_::: F07 U RESISTANCE I O i O O s� FOOTING W/(3)#4 CONT. I I CONSTRUCTION FOOTING W/(3) 4.4 SIMILAR TO DETAIL I I PRACTICES.PROCESSES N #4 CONT. I w - - ----- - ------------ -- -- 44w 8/10 I - r8lf0 12/ST2,EXCEPT AS I AND TREATMENTS TO -1 SIMILAR TO I I " I � F02 SEE DETAIL A/Sl ---- -- - --------- ---__- - __. -_- --- SEE DETAIL A/S1 2 O� T2 = NOTED HEREIN. MEET APPLICABLE CODE � DETAIL 12/ST2, I I ,ST2 CONVENTIONAL FRAMING NOTES S N I I REQUIREMENTS. EXCEPT AS I I N 1 I "I 1PLY#2 SYP 2x8 Q40 F01 I(2)2x6-CONT.-1/3 W Q -------- ----- ----- ----- -` ------_: rl p 2 2X6-CONT.-1/3 Fol Q 1PLY#2 SYP 2x8 I ao I I NOTED HEREIN. �' Q � I 8/10 I I ST2 I � ALL MATERIAL#2 SYP U.N.O. LEDGER w � LSHEATH PORCH SEE DETA1rL1 A/S1 Q �, z 1- w u� EDGER I I LOCATED AT �¢ ' z�. w z F ' d LOCATED AT I I CEILING PER z�. w H d SHEATH PORCH w o ROOF ALL RAFTERS 2x6 24"o/c U.N.O. ROOF ~''- a� �C' � I f s T2 - -- ----_ --J @ O mo DETAIL Q/ST l w o w w CEILING PER v L------- --- ------------I `--� -- ------ RAFTER(S)& O O 22X6-C0W.-li O� � O RAFTER(S)& n ALL CEILING JOIS '$2x4 @ 24"o/c U.N.O. CEILING Z Z Z DETAIL Q/ST 1� z" CEILING �1 - } w Jo1sT(s) 2 2x8 2 2x8 W o �' z Wow ❑ 2 2x8 ,( JL2A Jo1sT(s) I I I O CLUSTER(5).13 1 x3 NAILS @ EA.ROOF FASTENED TO a z �-SHEATH P w a; a D FASTENED TO I _----- PORCH PADS TO BE: O iK __ I 7 7 I I w TO CEILING JOIST EA.VERT.WEB ( Way ¢ Wz EA.VERT.WEB L------ RAFTER CEILII�IG PER w o ENNINNINNI 7 PORCH PADS TO BE: 20"x20"x 16"W/2-#4'S �,.� INTERSECTION. MEMBER IN ; O DE'T`AIL Q/ST 1 O w MEMBER IN �� O M 20"x20"x16"W/2-#4'S I I T2 _0„ w I TRUSS TOIL W/ 1PLY#2 SYP 2x8 LEDGER IU 1 2 2X8 2 2x8 TRUSS TOl W/ %w i -0 BOTH WAYS c0 (5).13 1 x3TOENAILS @ RAFTERS& (3).131"0" LOCATED AT ROOF IPLY#2 SYP 2x8 LEDGER (3).131"x3" O r r I / 11 11 11 I - /�RODS AT MAX.J 1yy/y I -� r--1 r = CEILING JOIST TO LEDGER: NAILS RAFTERS &CEILING LOCATED AT ROOF NAILS --- --I I------ ---I 20 x20 x16 W/ 7 ❑1------ ---� ❑ I------ ---I❑ JOIST(S) ( ) 1n�r�r a(AY 2� ln�� h M ❑� -_ ❑ ❑ ,ST2 2-#4'S BOTH �'T,2 I (1)H2.5A @EACH RAFTER TO HEADER i FASTENED TO EA.VERT. RAFTERS)&CEILING 111 - I WAY ' '_ „ 1O'-0„ JOIST(S) WEB MEMBER IN TRUSS T01 1st FLOOR STRUCTURAL PLAN FASTENED N TRUSS TO1 o ,0'-0•' 10'-0' L, r_, r 0 0 1PLY#2 SYP 2x8 LEDGER LOCATED AT W/(3).131"x3"NAILS 2 w ROOF RAFTERS &CEILING JOISTS " " M ❑ - FASTENED TO EA.(16"O/C MAX.)VERT. 'S1 3/16"' = 1 -01f w/(3).131 x3 NAILS EXPA IO T. 1'- "_ 2" XPANSIo 111T. (5).13 3„ _ �� f9,_"„ FRAMING MEMBER W/ 1"x3"NAILS I I I I T 1 Qf6 57" 20 0#4 ; *RODS AT MAX.5'-8"o/c. CONVENTIONAL STRAPPING PE DETAIL A/ST1 i *RODS AT MAX.5'-8"c O _6#10 1 - ---. -. --- --- ----- --- -- - --- 20 0 �,61" EXPAN,S'IONI I! 2 x8-1/ , I 2 2x8 1/2 00 56'-6" I (� M --- I N M r C co (O O -'.. f F (0 ! (0 to M ! N M N - ! O O O O' O O O I O ; O O O 1 0 1 0 O O O J01 F- HI I H H F- H ! F I F H H H 1 I -� -� J01 U U I I ! I I t I • i I i O' I - - -- -- .................... --- f'1 ` PLANPNNNNq J02 I o i `^' FOUNDATION i i CJ02 1 1 h ii i S 1 Ir 1 n o -------- 2) S �'S TRU S i ( ) TS I 'S q US --- - - - ----------- Mc r� 3/16 = 1 -0 Jo3 TOI- - Ply 2 SPF x4 ! I I TO -TO-2ply# SIF 2x4 1 CJ03 60 POS W 1 S 12 I P ST W� 1 12 `O — - ----------- -POS BASE O HE ER ! 1 '; ! , POS BASE OCHE L Wil I I I I IJ3O w M �� V1 i I ! ---- L- I ---- - - - ----. - �------- DESIGN MEB --- ---- O I O ! O I ° I DRAFT MEB O O O O I ! 0 I -1�.- � CHECKED EA W — -- ------ I - --------f---_-_--- --- - - x � x ¢ !I ----- - -------- ---- -- ----- ! I _ - - -- -- -------- --- — - 11 HARDWARE" -------- --- --- , ► - - -- EJ01 10 I J r---- �I r Z: __ - ---------- L:- j i 0 (10)... I -- - M TA24 EA.#2 SPF TRADITIONAL i (1) S @ 2X6 STUD TO HDR PER DETAIL C/ST 1. 1 r f - _-__--...�fi--- I I I I ¢ ¢ _� I I I I; - -r r _....._.._ .. ._... DATE 6.6.2016 �gyp. I 1 I I I C/] Cn ------ O 4 TOP PL. 1 1 -- , ; .. f __ __- , -__ ----'_ -- JOB N0. 16 155 - ----- -- - -- - (j SQ.FT. NA o Z w _J L------ Z is o O z - ----_� ---- I I 1 I j I,4 i j j I - - - .-.-.---- . Z O Prpjett%�Wnqr: -- O - -- --- - -- ---j U I ------ -- L-- - ---- I ---- - _ _J ------� I O Q ♦ �/ ----- CONTINUOU o o W Q w 1 , ! I --- F F- 1-1 t o sl/V / HDR PER PLAN. i , '-, ! - = J `-- ` - -- ` r _ ¢w0 •GOR I or d s r~ I a I ------ o , Pr I e . WALL ANCHORAGE LEGEND O -----� I ____ -.w w x ' I-------- j- '-- - I ' I I !; I WINDOW 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2" * �, ---- _� ' i r �� * �'D a • _ -- -- __� --- --- MIN. ly 2x4 2 SPF A KS , (i' j \ ( .4ply x4#2 :PF JA 1 S WINDOW—-___-, OPENING ■ EMBEDMENT INTO FOUNDATION AND COUPLINGS --- w/ 1 MSTA'2 ON A H f 1 �" i \ ` T '',� a 3 ( i I ' )MTS12'S R ' (1)M Al2 NEA 0 OPENING AS REQ'D. 3"x3"xY"ROUND HOLE WASHER ATOP (2)MTS 1 TRU S JACK. O HE ER A (1) ; (2 MTS 1 TRUE S BLJJ' : UPPER-'MOST TOP PL.ASSEMBLY. TO1-TO ly SPF 2A ' ! ! STA24's a TRU i � ; J K TO ADS ANI}(1) T, 1-TO ply SPF 2x4 4' --- --- O MST 12 @ ACH O -TO-3 1 '#2 SPE 4 }' i STA1 @ EA H POST bST W O ----- ---- �! (1)SP6 @ EA.#2 SPF 2X6 MIN.3PLY#2 }"DIAMETER FULL-LENGTH THREADED ROD ANCHOR / 1 S 12 I B SE TO AD R i ! p P 1 M �S SE TO AT ST w/(1)HYB 1 , BASE O HE; EER i STUD TO SILL PL.AS SPF 2X6 STUDS " B W ; I LO ! w/6 EMBEDME TT AND 2 EDGE AT FOUNDATION REARED R0 P T B SE TO SHOWN * - - ` -- N BEL(, rA ; I B. (OW.I o a AND 3"x3"x10ga.SLOTTED WASHER(+FENDER O o , i Iell SSfiMBLY. ! I I -� 's - WASHER)ATOP UPPER-MOST TOP PL.ASSEMBLY. 01 lc -- J"TO1"DIAMETER HYBRID THREADED ROD ASSEMBLY. -�o� -- o--- 2 2 6-C T.-1 -- I 2x6 CON .-1/3 I O p o —------- LE3 in DIAMETER ANCHOR w/6 EMBEDMENT AND 2 EDGE * AT FOUNDATION,w/i-to-i REDUCING COUPLING TO ; C 04 w J04 DIAMETER FULL-HEIGHT THREADED ROD w/2"x2"x8" { �y WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. I ! ! �� of FACE VIEW Z(1)1/2"DIA.A.T.R.W/ "DIAMETER THREADED ROD ASSEMBLY w/4" *RODS AT. .3'-10"o/c 3"X3"WSHR&NUT EMBEDMENT INTO FOUNDATION AND COUPLINGS AS @ EA.SIDE OF s�I".Y"x"WASHER ATOP UPPER-MOST TOP PL. s 2nd FLOOR STRUCT L PLAN COLUMN, SHOWN. S1 3/1611 = 11-011 rA WINDOW HEA DER DETAIL s> I L II 7/16- THICK (MIN.) (24/16 THIS DOCUMENT, ALONG WITH I SHEATHING THICKNESS & ATTACHMENT SCHEDULE i, ASSOCIATED DOCUMENTS, IS AN SPAN INDEX) APA- OR HEADER, ADJACENT TO * * TECO-RATED WALL SHEATHING TOP >- PER CALL RNNE SHEATHING WALL SHEATHING* I` SPH4-6-8 CONNECTORS AT WIND t " MI ouT oN sTRucruRAL INSTRUMENT OF ENGINEER'S !i (3) ROWS OF W/(1) ROW OF 8d NAILS O PLAN. TOP >-TO CORNER POST �� SPEED& !supported 24" MAX) (supported I ) 8 3"o/c AT TOP OF SHTN'G p To ASSEMBLY AND O TOP SERVICE FOR THE EXCLUSIVE USE (1) ROW OF . 10d NAILS 0 8" I 1 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) Sd COMMON NAILING** I ` 10d NAILS • • O,C., STAGGERED TOP >) AND AT BOTTOM OF >-TO-HEA ER O MAX. 32"o/c. AT THE PROJECT TITLED HEREIN. EXPOSURE MIN.THICKNESS*** IN PERIMETER/ RIZONTAL ERTAPP.W VERT APP. INT END 04" O.C. AS SHOWN, EA SHTN'G (IN TO HDR,). No I INFORMATION DERIVED FROM THIS (1) ROW OF • PLY. ADDITIONAL >-TO-HEADER OUTSIDE CORNER OF (SPAN INDEX) ZONE END ZONES APPLICATION OUT STUCCO W/STUCCO ZONE ZONE 11 10d NAILS 0 1STAGGERED,1F • • CONNECTORS REQ'D w/ TRU S GARAGE. I DOCUMENT, AND/OR ASSOCIATED -77-I 15/32" i 6" O.C. <OF 2x6. 1 5/ UPLIFTS <1,000#, FOR HIGH ( DOCUMENTS, MAY NOT BE USED 7/16" STRUCTURAL G/1 2 G/1 2 1 STAGGERED, • 1 UPLIFTS USE CONNECTIONS S .131x3" TOE- OR END-NAILS I-RATED OSB MAY (24/1 G) (24/1 G) (32/1 G) 1 WITHIN 3/4" 2 1 $" SPECIFIED ON STRUCTURAL O KING-STUD TO HEADER, (1) DIAG. BRACE OVER MIN. (4) BE USED I.L.O. TRUSSES APPLIED TO BACK SIDE OF FOR OTHER WORK(S) OR „ (Supported A .) I I OF CENTERLINE • • PLAN. TRUSS TO >CLIPS *• IF THE INDICATED EMBEDDED 2x10 HDRS. USE (9) NAILS, 1 WEB. CONNECT To EACH TRUSS WEB I PROJECT(S)15/32" EXPOSURE 115<132 mph 7/1 G G"/12" G°/G° « * OF 2x4 BE ATTACHED TO SEATHED STRAP 2x12 & EN. WOOD HDRS. APPLIED TO FRONT SIDE ( ) WITHOUT THE 1-RATED. EXP.B,C,&D MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING I. . W (S) ARE NOT PROPERLY USE (12) NAILS. OF WEB W/(2) NAILS. INSTALL DIAG. BRACES (24/1 G) I ' OU SIpE CORNER 0 CAST-IN-PLACE, THEY MAY BE O EACH END OF CONT. LATERAL EXPRESS WRITTEN PERMISSION OF HORIZONTAL RTAPP.W VERT APP. INT END I • v T THE PROJECT ENGINEER IDENTIFIED !' • ` GARAGE. REPLACED BY THE FOLLOWING: _ I I BRACE LINES & O MAX, 20' APPLICATION OUT STUCCO W/STUCCO ZONE ZONE i I • 15/32" i 5/32" 19/32" (1) HTT22 •' (ES&K JACK-STUD TO APO INTERVALS BETWEEN ENDS. BELOW. II ,131x3" TOE- OR END-NAL GI'/1 211 G'YGI� O KING-STUD TO HEADER, HEADER. 2x10 HDRS. USE (32/1 G) (32/1 G) (40/20) 1 I t/2" 1 1/2" 2 t 5/8" 18" .. • BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF '10 FBC-R: MIN. 0.113" 2x10 HDRS, USE D NAL WO STRAPS, 2xE &ENG, REV DESCRIPTION MIN. WALL SHEATHING & 2x12 &ENG. WOOD HDRS. gWO�OpDpSHDRS. USE 24" OF WALL SHEATHING. NOMINAL SHANK dia., RING dio. 0.012" OVER SHANK dio., 16-20 1 USE (12) NAILS. •�Et&D ED STRAPS MUST 1 NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.2j I 1 - 80"dia. FULL ROUND HEAQ, MIN. 2" LENGTH. I CONTINUOUS LATERAL BY REQUIRED SHEARWALL • WOOD•Tre ANCHORING R S /16" THICK (MIN.) CORA SPA BE INSTA LED W/ADDITIONAL IF LATERAL BRACE MUST BE MADE OF _CTIONS O STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL INDEX) APA- OR TECO-RATED PC. OF REBAR PER BRACE QUANTITY AND NAILING (SEE F/ST1), ROOF SHEATHING PER SEE P STi FOR BOTTOM CHORD COLLI NS. JACK-TO-KING STUD PER DETAIL B/STi, AT ** LOCATION DEFINED BY MORE THAN ONE PIECE, DO SO BY / SHEATHING-TO-POST W/MIN 8d's O 12" 0/C OR GYPSUM-TO-POST W/ SIMPSON NSTRUCTIONS. TABLE, W/PLY CLIPS BRACING REQUIREMENTS. I ASSEMBLIES. CORNER POST. ETC, EACH END OF WALL WALL SHEATHING W/3"/12"o/c TRUSS ENGINEER. OVERLAPPING AT LEAST 2 TRUSSES Z - MIN 5d's 0 4" O/C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH (4) .131x3" TOE-NAILS O EA, TRUSS/ *SPECIFIED NAILING REQUIRED FOR SEGMENT, WITHIN 2" OF ad NAILING, EXCEPT WHEN NOTED, CONNECT TO EACH HEATHING AS BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF ••• MIN, 19/32" RAFTER -TO-TOP PL. IN ADDITION TO ENGINEERED TRUSSES OR EVERY PLY IN ADDITION TO 2 PLY'S. JACK-/KING-STUD TRUSS MEMBER W/(2) (40/20) WITH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE I ASSEMBLY& CORNER P T EDGES W/2x BLOCKING. STHD14 AT CURB WALL NAILS I I 3 ROOFING. UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & CONVENTIONAL (SOLID-SAWN) ASSEMBLY. ROD 0 CORNER (DTL 2/ST2) FRAMING. SEE PLAN. LAYOUT OR (t) STHD14/-RJ CONNECTOR O dI NOTED OTHERWISE, RAFTER BEARING POINTS. SSOCIATED DELEGATED MAY BE INSTALLED TO JACK-/KING-STUD ASSEMBLY- MAYAEIEN USED TATER \ I. 4 - ENGINEERING FOR TYPE, SIZE & D MULTIPLE PLY POST CONNECTIONS 7 To-FOUNDATION & O CORNER TRUSS-TO-PL, CONNECTORS ORIENTATION OF MEMBERS. POST ASSEMBLY-TO- IL NON-CURB WALL .DAL ST1 NOT TO SCALE FOUNDATION. (MAY BE USED 1/ST2) LOCATIONS. �� i EXCEPT AS NOTED ON STRUCTURAL PLAN(SI ION. ( R \ L 11 The ----------------------------------.......___._.------- - ----------.-- 2 2x #2 SYP TOP PL.. FASTEN PLIES 1----.-.----.-.-..---------------"------,-,I III-- --- - - -- ------- --------- -- ---- ----------------- -- I.L. WO ODS) "ALL"_RC'J' 1RUSSE�_TO...iHAVE: - ---- ( ) ( ) « ------------------------------------ -----...----------------------------------------- ------------- - ------- --- t- -- ---------- - ---------- ------ ------- �--- -------------------- --T- TOGETHER W/ (2) ROWS .131x3 NAILS O I - - + + (1) H2.5A I qE (1) SDWC SCREW 12"o/c, STAGGERED, W/ MIN. 24" LAP / LENGTH OF CSi6 STRAPPING W/MW. (10) 10d DOOR(S) SHALL BE INTO EACH PLY OF SILL & HEADIER), EXTEND ATTACHED TO \1 CASTILLO MIN. (12) .131x3" NAILS IN EA, LAP, HORIZONTALLY ACROSS STUD ASSEMBLY& APPROPRIATE FRAMING MULTIPLE TRU SSE S SPH4-6-8 O MAX 32"o/c O PL.-TO-STUDS I BLOCKING, CONTINUOUS TO CORNER, FILLING ALL MEMBERS IN •• MAY USE PA51 or -68 STRAP I.L.O. STHD's - NOT REQ'D WHEN USING WOOD•Tie HOLES W/ 10d. (TYP - 4 STRAPS O HEAD(ER) & ACCORDANCE WITH FOR TRUSSES O 24" o/c MAX Group (2)2x0 BLOCKING (TYPE. MATCH SIZE AT STEM-WALL APPLICATIONS, ATTACH TO ".- *TOENAILS TO TOP PLATE NOT REQUIRED ANCHORING RODS PER DETAIL B/STi 4 STRAPS O SILL OF ADJACENT FRAMING (STUDS). *TI H RI R APPLICABLE FRAMING W 16d or (2 ) 10d *• TYPICAL EXTERIOR WALL 2x( ) #2 SYP SHOE PL. w/(2) ROWS MANUFACTURERS TRADITIONAL M�TAL CONNECTORS / X----- --- ---- ,-------------_ ------- A Florida Corporation < -' INSTRUCTIONS & a 16TOF ,131x3" O 12"o/c, STAGGERED. � z i RE TIONS, Designer$ EXTERIOR STUD WALL SPECIFICATIONS II p MIN. 23 23/32" APA- OR TECO-RATED 11 (1 I FE 1 HEADER PER STRUCTURAL PLAN I SEE DETAIL C/STi FOR (VERTICAL) H TYPICALGARAGE DOOR OPEC I G FRA I G DETAIL - U.N.O. i to 1 I T&G DECKING (24"o/c STURD-I-FLOOR) w/ N I SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. » 1 HEADER-TO-STUD STRAPPING STi 6/6"o/c tOd NAILING & APPROVED it I - - -""--" "-- ------_ _ ---`-- --- ----_-.--.T_ NOT TO SC LE g CON TR C110N ADHESIVE. - -1111". SPECIFICATIONS. I _ ABOVE FLOOR WALL Engineers WEE L YPICAL W L =-_- ;AASH SIZE, GRADE & �_--==d 655o R Blvd. oosevelt "-"-- __ QUANTITY OF ALL 2nd I 7 ? AT EXTERIOR DECKS, LEDGER 1-3/4" Width Pieces 32244 1f --------- ;,,,, ----- � :� ; ! S T A L FASTEN FLOOR Jacksonville FL '' 1111 1 P f SECTION (A/ST1) FOR DECKING PER A ST1 TYPICAL INTERIOR BEARING WALL p FLR STUD COLUMNS W/ -r ;I + SHALL MATCH JOIST DEPTH MIN. /• • Minimum of (2) rows of 12d (3-1/4") nails O 12" o/c. L ( / ) (904)•772-6ioo INT. I _ 11 a BLOCKING IN FLR SYS. I \ i S WB � 2x8 AND BE ATTACHED TO ACH • I ADDITIONAL SPECS U LL p �•` '"�' I �• 7 NAIL THROUGH A,P.A. RATED SEATHING ) i Minimum of (3) rotas of 12d (3-1/4") nails O 12" o% for 14" & �. TO LATERAL BRACE W/ FL CoA No.29of AND W/ 1st FLR-LEVEL I I 16"o% (MAX) VERT. FRAMIN W/ deeper, 1 (4) 10d COMMON NAILS 5 EXCEPT AS NOTED ON STRUCTURAL PLAN(S) I r ` INTO FRAMING W/8d AT 3" O.C. AT ALL « * T-BRACE FASTENED TO 2x4 PLANK ORIENTED EFFECTIVE PL.HT. FT ALLOWABLE STUD tt., G-.-__.-__.-:.._.- STUD COLUMN U.N.O.. ::._._...1.)__..-�.�/..-... EDGES AND INTO EACH PLY OF EACH Y dio. SDS SCREWS 3" LONG IF Nailed connections require an additional rota of nails When nail size i - 1 x u =__=4 _ 'I I DIRECTLY ATTACHED TO FRA ING, Is smaller than specified above (min, 0,128"X3"). WEB W/.131x3" a 6" LATERAL BRACES O 24" TO a (- DOUBLE INTERIOR PLATE, 12" O.C. to 0 C TOP AND BOTTOM. 2x4 DIAGONAL TO 12- i a 2x4 SPF r DS o 1 '0 INTERMEDIATE FLOOR SYSTEM - 3-1/2" LONG IF ATTACHED W • Nail from BOTH SIDES of 3-ply members 0/C. T-BRACE TO BE / BRACE O 24" r 1 -7 I APPLICABLE TO MULTI-STORY BUIL I I I ELSEWHERE. SAME SPECIES AND i FASTEN TO FLOOR TRUSS VW/ I I VI/ THROUGH SHTN'G. � d� 3-1/2" Width Pieces �Q 4-p 1-3/4" Width Pieces: 12" ro 21-�" xs YP r o 0 1 •0 11 11 ONLY. SEE PLAN, LAYOUT, OR f > • GRADE AS WEB TO BE I 0/C, DIAGONAL QUANTITY OF SCREWS: Minimum of(2) roV�$" ,(2" belts O 24" o/c sto ; W/(3) 1od COMMON ASSOCIATED DELEGATED ENGINERING FOR 11 II I FOR OTHER UPLIFT HARDWARE AND °� BRACED. SIZE OF MEMBER TOE-NAILS. BRACES To BRACE TO CONNECTIONS, SEE TYPICAL WALL 2x8 LDGR: f6) SCREWS \ 2x STUDS / >• 12" " / AS SPEC ED BY RUSS EXTEND INTO FLOOR LATERAL BRACE ATTACH 2nd FLR STUDS TO 1st FLR IV TYPE, SIZE & ORIENTATION OF MEMBERS, II O » STUDS (OR BEAMS) w/ CS16 STRAPS BRACIDETAING, BLOCKING& INSTALLATION I+ I SECTION AND TYPICAL HEADER 2x10 LDGR: 7 SCREWS PER TABLE. 12 // /� " FRAMING DETAIL. 2X12 LDGR: (8) SCREWS �/j / DESIGN ENAiNEER#IN. ( SYSTEM (1) BAY, _ W/(3) tOd (28 + DEPTH OF FLR SYS. IN LENGTH) Ii -------- / y 1X4), I LATERAL BRACE LOCATION COMMON NAILS / = -' /_ �" ON BOTTOM CHORD TO AT EACH END 0 MAX. 32"o/c W/ (11) 10d/END, SEE SCHEDULE FOR I i (2)2xOHEAD - I %/ I MATCH BRACE LOCATION AT DOUBLE INTERIOR #2 SYP LEDGER FAST NED TO 16"0/ ��% CENTERED ON FLR SYS. TYPICAL, INT, 4I AND SILL SILLS TRUSS-TO-LEDGER //.- / I MINIMUM WALL STUD !! /PLATES/BLOCKING, NAIL FIRST (MAX) STUDS W/.131x3" N NAILS O EA CONNECTOR ,,- /-' 1) ON TOP CHORD. ' I (TYP) PLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STUD BEY ND LAST TRUSS. / / & EXT, WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & " //� I / I SPECIFIED USING WOOD*Tie ANCHORING RODS PER SPACING - I 12d COMMONS AT 8 D.C. BY TRUSS I DETAIL B/STI j' // ( INTERMEDIATE FLOOR TYPICAL, U.N.O. iI ENGINEER. ®. / SIDE PANEL HEIGHT TO / / FASTEN EXT, WALL SHEATHING PT 2x0 #2 SYP SHOE PL,. I{ I I I iTRUSSLEDGERSCHEDULE i WIDTH REQUIREMENTS 2 , TO TOP PL., SHOE PL. & RIM or SPH4-6-8 0 MAX 32"o/c 0 i I h ft IN. w v#0-776......... x w IL H S D. ® ® 11 CEILING LINE " » PL-TO-STUDS - NOT REQUIRED I z : I 7 2-1 Rv# 777-1241.,.,2x8 W/(8) NAILS O EACH STUD. a TRUSS WEB REQUIRING BRACIN . RIBBON W/ PRESCRIBED EDGE NAILING I; I I I s 1-a 1 2 _ rH ECTIO OF U TIP PLYS F SIZE/SPACING. , .t// ODS PER DETAIOLDB/STINCHORING I � I I II 5' i'-5 I 2" SCL BEAMS U.N.O. { WITH 4" BRICK VENEER EXTERN I I 4 1-2 1/2- I/ 2 LEDGER ETAIL sTi I I I ST1 NOT TO SCA NOT TO SCALE FLOOR EDGE FINISH, ADD CORRUGATED G LV. I I I --- ---------------------------- ----------._._.........- ------ ---- .. -- ------ --------------------------------.-.---------- TRUSS ON PARALLEL END WALL (NOTE: -------------- ---------------- ------------------- --------------------- -------------------------------------------- BRICK TIES ® 24"o/c HORZ. & I i I I I RIBBON ON FLOOR TRUSSES NOT SHOWN 16"o/c VERT. BRICK TIES MUST 1/2"dio X 7" EMBEDMENT II - ROOF/FLOOR FOR CLARITY,) / I I (i) HATS To ATR (TYPE, HEIGHT-LIMITED TRUSSES (2) #2 SPF 2x4 O EA, CORNER BE FASTENED THRU SHTN'G TO CAST-IN-PLACE "J" BOLTS OR I APPLICATIONS MAY USE, I.L.O. EAS�Yi ROOF FLOOR SHEATHI / SINGLE TRUSS WALL STUDS, 1/2 dia X 6 EMBEDMENT I1 HTT5, (1) PHD6 OR (2) PHD2's. IF I.L.O. 4x4 POST. (3) #2 SPF 2x4'S EPDXIED ALL-THREAD RODS W I I FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATR �'� --_=____------- --- O CORNERS DIRECTLY BENEATH / I BEAM WHEN 6x6 IS REOV BRACING NOTES, Q WALL SHEATHING PER TABLE 2"x2"x1/8" WASHERS ® 24"o c. I L-.___.._.-..........--------------._-- - ______- SPECS. IF OVER 1st FLOOR BEAM, STRAP TO BEAM W/(3) CS16's (3ply 2X4 #2 SPF LEDGER 1, ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. SEE SILL PL. SHEAR CONNECTOR HTT16 & 5/8"ox5-1/2" EMBED MONOLITHIC-STYLE FOUNDATION I i END POSTS REQUIRED). W/(4) .131 X 3" TO EPDXIED ALL THREAD O EACH 2. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS �► SCHEDULE ON S-SHEETS) 1 EACH INTERSECTING (3) .131x3" - - ---- - DETAILS PRODUCED BY THE TRUSS ENGINEER, I #` SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. !' E SYYB - SPECIAL SHEARWALL DETAIL TRUSS MEMBER - NAILS O EACH ____________ Y'- ALTERNATIVE AS SHOWN ON 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. i l USE WHEN BOTTOM -STRUCTURAL PLAN. 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I APPROVED FOUNDATION STl NOT TO SCALE TRUSS OR TYPES/STYLES. I DIFFERENT HEIGHTS LEDGER TO I 5. REFER TO BCS] 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. I v OON F OPPOSITE SiDES I BLOCKING. 1 I I BEAM-STRAP PER N/STI LION A TYPICAL ONE- & TWO-STORY WALL DETAIL I 11 7/t6" A.P.A. OR TECO RATED I -`J ST1 NOT TO SCALE _, SHEATHING W/6"/i2"o/c Sd 1 1 2x4 #2 SPF BLOCKING O 4 (4) .131x3" TOENAILS III NAILING - 4 SIDES R PERMANENT ROOF & FLOOR LATERAL BRACING I 5"< 24" 0/C. REDUCE { O EACH BLOCKING III ST1 NOT TO SCALE FROM EDGE OF To TOP PLATE OF , 04, ;' AX SHEATHING/POST SPACING TO 16" o/c FOR EXTERIOR WALL. PT, BEAM ABOVE ( SW2 AND 12" o/c FOR LOW-CARBON STEEL NUT FOR )j" AT "=" '" ROOF SYSTEM - I ------------_------ - - SWi' •• 0 ABOVE ROUND "FENDER" WASHER ABOVE '° _" CONNECTED TO WALL - ---- - --n ------- ----- 1 TAC THE 2x4 N2 SYP OUTLOOKERS - ______-_ 1 WHEN THE HORIZONTAL DISTANCE E FROM E -�'- -----i - ,'- j PEAK OF GABLE TO THE SAVE OR SEAT OF THE OVERHA GSs 16", O 24"o/c W/ �` 3"x3"x9 64" SLOTTED STEEL WASHER,; ` - - PER STRUCTURAL I !I I i I TRUSS IS LESS THAN THE MINIMUM ON-CENTER �► / _ - --- I I1 EXTERIOR WALL 1 H6 OEACH OUTLOOKER TO TOP ROD TO BE POSITIONED SO THAT SQUARE / i'--__-- ----_ _--_________-- DETAILS, 1 i ! I SW (TYPE)I I SPACING INDICATED FOR THE "X"-BRACING, A CHORD OF GABLE TRUSS OR END -F+ // WASHER CAN BE TOTALLY SUPPORTED BY MIN. 7/16" THICK (24/16 SPAN INDEX) APA- OR I BUILT-UP OR BOXED COLUMN MAY BE SINGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP > TOP PL.. / II I TECO-RATED WALL SHEATHING ATTACHED TO 1 DETAIL TO BE FOLLO DAT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) "X"-BRACES MAY - OVERHANGS 16=>24" O 16"o/c / I !I I FRAMING MEMBERS & BLOCKING PER TABLE BELOW, EXTERIOR WALL RUN BETWEEN TWO PARALLEL TRUSSES, BE OMITTED AT THE CONTRACTOR'S DISCRETION. TORQUE NUT ABOVE WASHER TO 30-35 ; I BLOCK ALL UNSUPPORTED PANEL EDGES W/,, IN. L BOXED COLUMN DETAIL •• / (2) H5 OEACH OUTLOOKER TO TOP / \'\ FOOT-POUNDS AT TIME OF INSTALLATION I j 2x4 BLOCKING. I K TR TRUSS BLOCKING D E TA I L STl NOT TO SCALE FASTEN ALL ROOF SHEATH[ G CHORD OF GABLE TRUSS OR END FA TEN ALL ROOF SHEATHING (AFTER EPDXY CURES). I 2ply MIN. STUD END POST(PER I L 2x4 BLOCKING AT ALL ROOF ALL TOP > » � I I STRUCTURAL PLAN) O EACH END OF 1 I STI SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w/Sd ALL SUPPORTS W/8d40* I I SEAR-WALL U.N.O., SEE DETAIL D-STI 4'-0" OF GABLE WALL. NAILS O 4"0% 2x #2 SYP BLKN'G BTWN NAILS O 4"o/c -------------- ----------------------- --- - ---- - - --- -- ---------.----------------------- t -- ---- - -------------- OR ATTACHMENT OF P ST PLYS. ! ----- - - --- -- -- ..- --------------- OUTLOOKERS W/.131x3" -.. -- - •ATR MAXIMUM OUT-OF-PLUMB I -�� - - - 4- * TOE-NAILS O 6"o/c TO 1/2" WOOD Tfe r, II TOLERANCE: Y4" PER FOOT OR 2" PER (3) .131x3 TOE-NAILS TOP CHORD or TOP > :._ FLOOR LEVEL - WHICHEVER IS LESS. 5- /2" MAX ROD U.N.O. HEADER PER STRUC RAL O OUTLOOKER / - V-= � WOOD Tfe ROD DROPPED (-3-Jj") TOP CHORD I� � � BLOCKING-TO-TRUSS 2x4 BLOCKING AT ALL ROOF PROVIDE FULLrl-17 I; II KING-STUD ASSEMBLY FLAN OR TRUSS LAYOUT I SHEATHING PANEL EDGES WITH( CONVENTIONAL QVERFRAMING CONSTRUCTION NOTES (- SHEATHING COVERAGE I f I #2 SYP DBL OP CHAR 2x "L" OR "T" BRACING ON VERTICAL I WOOD TIE RQ0, PER AT OPENINGS MAY SERVE TOP > 4'-0" OF GABLE ALL. ON MIN. ONE PLATE. I 1 /STi ( AS END POSTS AT - -- - 1 2 #2 SYP VER 2x WEBS AS SPEC'D BY TRUSS ENGINEER, I I; i ) NAILING INTO TOP PLATE + SHEAR-WALL ENDS L i o BTM TOT MIN. 2x4 #2 SPF O MAX. 24"0% W/ (3) .131x3" TOE-NAILS 0 RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS 0 24" O/C ATTACHED TO RIDGE & VALLEY NAILER W/ (3) .131x3" TOENAILS. PER A/STi, II j I� P w 3) .13[x3` NAILS I 131x3" NAILS O 6`o/c FROM BRACING OUTLOOKER-TO-TRUSS TC VALLEY NAILER - USE <?IaIE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W I ( LIJ Ln / (4) ,131x3" NAILS. I -=--A I' I; INSTALL DBL 2x (2)MSTA24 W/(�10d` i i i I " -- - i I I O T -NAILS PER END. TO WEB. ABSENT OF SPEC(5) ON RAFTER CRIPPLES - 2x4 I HOLD-DOWN AT EACH E BLOCKING IN I EACH END OF EACH 2x #2 SYP DOUBLE TOP >ASSEMBLY #2 SPF CRIPPLES 0 4 O/C (MAX HEIGHT = 6-3 ). Q W 1 I I {{ f! 5-1 2" IAX I ---- - -------- •'1 TRUSS ENG., REFER TO"EXT. WALL 1 ( I I 1 OF SHEAR-WALL, PER I FIRST TWp STUD BEAM To PosT. - SLOPE TQ MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4 #2 SPF 0 2' 0/C (MAX HEIGHT = 6'-3"*). INTERMEDIATE SHEAR ASSOCIATED TABLE. SPACE . MATCH I 2x4 #2 YP "X" BRACING. LOCA O PEAK & SPACE STUD SCHED." ON STRUCTURAL 11 I I I I s " " " L 1NTERt aArE rLooR FASTENERS, PER DETAIL i EQUAL EACH WAY AS SHOWN BELOW. EXTEND "X" DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR IF 1x4 T BRACE IS TTACHED TO CRIPPLE W/ .131x3 NAILS 4 0/C (MAX HEIGHT = 9-10 I I I LOW-CARBON STEEL SVSTr M-APPLICABLE I --_.-- 1 ADJAC T * « )' II To 1, 'R-STORY A/STi TACE, TYP. i I I -- FRAM] , PER BEAM ABOVE 1 BRACES INWARD MIN. 8' FROM GABLE WALL AND I.L.O. >HEIGHTS DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBL TOP > IF 2x4 T-BRACE IS A TACHED TO CRIPPLE w/ .131x3 NAILS 4 0/C (MAX HEIGHT = 11 -2"). 1 1.1 COUPLER W/MIN. 46 BUILDMIGS ONLY. F-^ -------I I -N I SIZE/ DE/ ATTACH TO 2x4 VERT OHIO-POINT w/(3) .131x3 TRIPLE "L's/T's AS REQUIRED TO ASSEMBLY(O OUnoOKERs). SEE 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 THREAD ENGAGEMENT IF �- -----N / TOE-NAILS TO EACH TRUSS TOP CHORD. 1 � SPECIE FROM NAILS FM EA SIDE OF "X" BRACING. MIN. (3) EVENLY MAINTAIN MAX o c SPACING WHEN STRUCTURAL PLAN- T FROM EACH WOOD*Tie (, I STUD HEDULE. TOP ME PT #2 SYP 4x4 POST ED "X" BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON ATTACH CRIPPLES TO RAFTER OR RIDGE W 3 .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING W/ (3) .131x3" TOENAILS, ROD. (OPTIONAL, I I -COLUMNS TALLER THAN 10' OR MAX. "X" BRACE SPACING: 6RbW6LTOP CHORD GABLE Roo I i f I I� / ( ) I LOCATE AS REQ'D) 1'1 I I INTERMEDIATE SHEA FASTENERS, PER SILL > 1/2" dia THOSE SUPPORTING ENGINEERED " ENGINEERED ROOF TRUSSES QB RIDGE - USE MIN. 2x8 2 SYP SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). SHEAR CONNETOR SCHEDULE ON S-SHEET(S). •Tie (2) MSTA30 W/(24) iOd WOOD PRODUCT: USE PT #2 <4112 PITCH - 8-0 o/c TRUSS CONVENTIONAL RAFTERS/JOIST, # / ) WOOD Tie RODS - h"dia, 1 NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END W/ (3) .131x3" TOENAILS. I WOOD NAILS NAILED TO PLATES SYP 6x6 POST. (U.N.O. ONJ 4f2 .12 PITCH - 6'-0"o/c A307 THREADED STEEL RODS I * U.N.O. AND BLOCKING ON INSIDE 7/16" THICK (MIN.) APA- i BRACE TOP CHORD OF TRUSSES BELOW QVERFRAMING W/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/STI, O ("ATR") LOCATED AT 11 TRDTN L MTL CONNECTORS WOOD Tie ANCHORING RODS FACE OF LL. STRUCTURAL PLAN) - TECO-RATED WALL SHEATHING. I _- SEE TRUSS DETAIL "VALCONVF1103" I CORNERS, EACH SIDE OF I EXTRA ROD REQ. FOR SEAR-WALL HOLD DOWN IN ---_-_ - - --- --.------- ------- - --- MATCH NAIL SIZE/SPACING ----- --- -----------i-------- (N TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. OPENINGS LARGER THAN 6', ADDITION TO ANY RODS USED FOR UPLIFT, DESIGNATED FOR WALL BELOW n - --- L�i� "INDEX" SHEATHING 1/4" FROM EDIATE j I AND 6'o/c (EXT, WALLS) or 2x4 #2 SYP LATERAL BRACING I GABLE. BLOCK ALL PANEL EDGES. -----------------------------_-_ ---------_ -BALLOON FRAMED BOTTOM OF SHOE PLATE SILL ; 4'o/c (INT. WALLS) i POST TO SLAB CONNECTION WITH � W/(3) .131x3" NAILS INTO EACH MATCH EDGE NAILING MATCH EDGE NAILING MO STURE PROTECTION AND o SHEAR LATE ! THEREAFTER. SEE DETAIL BEAM ABU" OR ASU66 W/(12) 16d TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO •* BALLOON FRAMING MAY BE USED WITH PATTERN FOR --- -- PATTERN FOR ------- - ---- 2x4 #2 SYP "CATS"O CREATE OVERLAP ONTO DOUBLE CONNECTORS - 2x /2 SYP CONTINUOUS '` PLATE O TOP OF ALL. SEE TABLE FOR F/STi FOR USE AT ENDS OF I 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR-WALL SEGMENT TOP VIEWN OF ABOVE & ATR OR (1)HTT16 & ATR. SPACING & LOCATION OF BOTTOM CHORD OF GABLE TRUSS W/ ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW(BEL FROM TOP >OF SPECIFIED SW(BEL 12"o/c ATTACHED TO WN SHEAR WALL SEGMENTS. NAIL SPACING ADJACENT X BRACING. FRA iNG. IN EITHER APPLICATION, MALL AT SHEATHIN TOP AT SHEATHIN TOP TOP >'S W/(4) 12dOf OUTSIDE FACE OF SHEATHING TO APPROVED I SHEAR-WALL 1st-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS (2) H2.5's, H5's OR EQ. FRAMING BE CONTINUOUS FROM THE CHORD OF INDICATED SHEAR-WALL TO ADJACENT, CHORD OF INDICATED COMMON NAILS & W FASTENERS AND I DESIGNATION PARALLEL TRUSS. ADD .131 BE "FLUSH" W/SLAB EDGE. I 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE FLOOR BELO TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. TRUSS CONNECTION• ATTACH TO EACH SPACING. PANEL PANEL TRADITIONAL 1NOOD•Tie TRADITIONAL WOOD•Tie ( I x 3" NAILS FROM TRUSS BC -` - I EDGES FIELD HARDWARE RODS HARDWARE RODS FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP >ASSEMBLY W/ ADJACENT, AND CONNECTED T0, TO THE TO 2x AND FROM 2x To ADJACENT TRUSS W/ . -- ------..- ----- -� OF GABLE TRUSS. SEE 131x3" TOENAILS O 6"o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. iE A TOP >- MATCH EDGE /; (1) C; tOd COMMON -. -- -- ' SW WALL SEGMENTS >-15' LONG: WALL SEGMENTS > FASTEN STUD PLY'S ° ° cD �_ GABLE TRUSS IS USED, IT -- - (2) CS1$'s ACROSS WALL SEGMENTS > STRUCTURAL PLAN. MAY BE APPLIED TO TOE-NAILS, w TOGETHER PER DETAIL t MSTA12 STRAPS O 48"o/c OR LTP4 NAILING PATTERN FOR __________ ENCLOSED 6"o/c 12"o/c NONE REQ'D. WALL 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE D-STP %\`// ' ', �`��//� //\�//\ PLATES O 32"o/c THE INSIDE OF THE WALL STUDS AND THE B.C. SPECIFIED SHEAR-WALL. 2x SEGMENTS < 15 LONG: (1) REQ D. WALL HEADER OR STUD REQ 0. WALL /\ /\ \ \ \ \ \�\��` 1/ / ATTACHED TO EACH STUD WITH (3) .131 X 3 MUST MATCH OR EXCEED ENG. TRUSS -- ENG. TRUSS SIMPSON "AT" (ACRYLIC TIE) Z i0 _ \</ . ;,'/\\\/\\�j\\%�\' PLATFORM FRAMED � AND THE T.C. TO THE TOP PLATES W/.131 X ENG, TRUSS --- LENGHT OF SHEAR-WALL. ft 2-PART EPDXY, INSTALLED / MONOL THION STYLE PARTIALLY HTT16 OR (1) PHD2 LONGSEGMENTS "d o COLUMN BELOW w/ SEGMENTS "d a \/\\\ \ \\,`\� , •• 3ti " �• 1 noo PER MANUFACTURER'S 1st FLOOR BOTTOM CHORD OF GABLE TRUSS MAY BE -7 I 3" 0 4 o/c IN (2) STAGGERED ROWS. p v Q ENCLOSED 6"o/c 8"0% , HOLD-DOWN AT BASE .O \/�/\/\//\ SHEAR-WALL - CONSTRUCT SHEAR-WALL - CONSTRUCT /� INSTRUCTIONS. 14 w = 3 FOUNDATION SHOWN WOOD Tie ROD WOOD Tie ROD �</\\'/\/\/\: FLAT, SLOPED, OR COMBINATION THEREOF. IN / IF 1st OUTLOOKER IS PER SPECIFICATION. EIT PER SPECIFICATION. EITHER—" \` \ \ \ FOOTING (SEE / CID I FOR CLARITY, SEE I i SW2 (1) HTT4 OR (1) PHD2 (1) Yz"dia (2) CSl6's�ACROSS (1)1�"dia -------- ---- ----------- �---�------------ /��//\� FOUNDATION PLAN FOR ALL INSTANCES: VERTICAL WALL FRAMING MUST // �/ �/ - I SHEET ST2 FOR {I - >32" FROM FASCIA OR BOTH BIOSIS) MAY BE OR 80TH SIDES) MAY BEw p w APPROVED FOUNDATION l I ENCLOSED 4"o/e 12"o/c WOOD"Tie ROD FLOOR SYSTEM TO WOOD*Tie ROD +---- --._--.---- ---- --- ------ ------ - --- \\/ SIZE) PLATES IMMEDIATELY ADJACENT, AN TO TOP / _ _--- _ - I i BEGFLUSHE OF 2WITH EDGE NEED T � � I ¶ it j�/ � BOARD, DOUBLE 1st SHEATHED. � � SHEATHED. Of 40 HEADER OR STUD lul lul CONNECTED TO, BOTTOM CHORD ABOVE. *• �C / OUTLOOKER ONLY. i of TOP > U X•; I- TYPES/STYLES. I COL. BELOW w/ 1st 7 *%a : D 1I PARTIALLY " FLOOR HOLD-DOWN N PORCH POST & BEAM 1 I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A U ENCLOSED 4"o/c 8 0% AT BASE M CHANGE I PLATE HEIGHT SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA 'n i 1 HTT5 OR 1 PHD6 (1) %"dia WOOD*Tie 3 CS16's ACROSS (1) "dio WOOD*Tie STi FRAMING DETAIL U.NO. I I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE O MIN. 2" EDGE SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON sw ENCLOSED 3"o/c 12"0% ( ) () ROD (MATCH HTT22 FLOOR SYSTEM TO ROD STI NOT TO SCALE: NOT TO SCALE S - - SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL � 0 DISTANCE EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 TYPICAL GABLE END FRAMING DETAIL U.N.O. SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL S-SHEETS) FOR SILL PL.-TO-FOUNDATION / 1Li 4 ACHORAGE WHEN USING WOOD*Tie RODS. II w/ 3"x3"xYi COL. BELOW w/ 1st EMBED./EDGE DIST.) STi ROOF FRAMING IS USEn. ROOF FRAMING IS USED. v I; NOT TO SCALE �- ARTIALLY R - FLOOR HOLD-DOWN w/ 3"x3"xX" FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING (� q • ENCLOSED 3"o/c 8"o/c AT BASE ROUND-HOLE ON CONSTRUCTING A GYPSUM CLN'G DETAILS FOR MAXIMUM o/c OPTION TI ON #i 0P TI 0 2 V) WASHER ---------- .--.-.----------------- --------------------- -- -.----.---------.-.-.-.--.-------.-.---------------------------------------�--�- INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE I O DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. B WO 0 D*T I e DETAILS & SPECIFICATIONS I I • = I . 5 8d ILS CH E O 0 H S . 1338 & ESR 1046 "GYPSUM BOARD EXTEND HEADER TO KING STUDS STi NOT TO SCALE I' INTERIOR & EXTERIOR APPLICATIONS,". SEE H.I.B. 91 and BCS( 1-03 EXTEND ONE STUD TO TOP OF O (NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16" THICK APA OR TECO-RATED WALL ALL.UNDER-EAVES (SOFFIT TO FOR ADDITIONAL ENGINEERED HEADER, INSTALL REMAINING STUDS MATCH EDGE NAILING BE EITHER VINYL SOFFIT WOOD TRUSS HANDLING, ----IT-.--- PATTERN FOR - ------------ - ROOF/FLOOR SHEATHING U SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. MATERIAL, RATED &INSTA LED INSTALLATION AND BRACING AS JACK STUDS AND STRAP EACH °°° ° ° ° ° ° ° ° ° i2x4 #2 SYP NAILER TO 'I 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"x12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. JACK TO HEADER ON UNSHEATHED r SPECIFIED SW(BEL =.-_=.-.=;= �"� O I FOR THE APPLICABLE DESI �' 4� A I TI °° ° ° ° ° ° ° ° ° ° _ BOTTOM CHORD OF TRUSS - 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP i1 3) TOP PL. SPLICES IN SWi &SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48" LONG W/ MIN. (24) EVENLY-SPACED 10d NAILS ' + SIDE W/(1) MSTA24 PER PLY, HEADER PER STRUCTURAL PLAN. `7 ° ° ° AT THIN TOP PRESSURES FOR THE SPECT IC CHORD OF INDICATED I 16" W/ 10d COMMON O 3"o/c, PROVIDE FULL-DEPTH / / / / / / / MIN. 7/16" THICK WALL WINDOWS, W/(2) .131x3" 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 APPLICATION, 126. �(j" THTC % /' \ 1x4 SYP CONTINUOUS BRACING °°° ° ° ° ° ° ° ° ° _____ ° ____r TRUSS CONNECTION. MAX BLOCKING BETWEEN JOIST/ / / / / / / r n ' t SHEATHING OR STRUCTURAL HEADER, ADJACENT TO EACH SPLICE. - (MIN.) APA- OR TECO-RA D � w/(2) 10d TO EACH TRUSS. ss--_-_-o o- I 7/16" THICK (MIN.) (24/16 V I N � - W 1 R 8d TOP PL. - PER CALL SPH4-6-8 CONNECTORS 5) SECOND-FLOOR SEAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING DO NOT SPLICE OVERLAP FASTEN TOP PLATE TO HEADER °° °° SPAN INDEX) APA- OR TRUSSES ABOVE 1st STORY / 1 / / / / / SHEET-SIDING W/O OW OF 2* S E NG W/6"/6"0% 1 / 3 / 2 O/ 2) ROWS OF 16d NAILS O TECO-RATED WALL SHEAR-WALLS. ATTACH NAILS O 3"o/c AT TOP OF AX OUT ON STRUCTURAL O TOP PL.-To-HEADER O 1 SHEAR-WALLS WITH MINIMUM ATR EMBEDMENTS(INTO LINTEL OR TIE-BEAM) INCREASED TO 12" FOR 1/2"dia AND 15" FOR 5/8"dia RODS. 6d NAILING. BLOCK ALL �' -- JOINTS MIN. (2) TRUSSES. 3 a/c (TYP). 1°° °°I I « SHEATHING TO BLOCKING SHTN'G (1N TO TOP >) AND AT PLIAN• I MAX. 32"o/c. I I 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL EDGE I. ;� .------------------- ------- -- -- \EXTEND BRACING TO END OR SEE CALL-OUT °°°° I I I I ENG. TRUSS SHEATHING W/3 o/c 8d / / °° 1°° °° 16" MIN. FOR 1 STORY W/8d NAILS O 6"o/c AND BOTTOM OF SHTN'G (IN TO HDR.).I F i ABOVE. REFER TO DETAIL W/STi FOR OPTIONS.. _-_-_--_- - --_ @RACED WALLS& ATTACH. NAILING. BLOCK ALL DES(G N R W ON STRUCTURAL ° ° °° I°I °° 24" MIN. FOR 2 STORY ATTACH SHEATHING U SUP TED PA EL BLOCKING TO TOP PLATE / / / / / / / / / NO ADDITIONAL PL.-To-HEADER P • I ��- "�,, \' PLAN AT SPEC. °° FASTEN SHEATHING TO HEADER W/ I°° °° TO NAILER W/8d � N w/0.131"x3" TOE NAILS O °°°° 8d NAILS IN 3" GRID PATTERN AS 1 I EDGES W/2x BLOCKING. « CONNECTORS REO'D w/ TRUSS 131x3" TOE- OR i'. F TYPICAL SHEAR-WALL ASSEMBLY DETAIL OPENING. ° SHOWN & 3"o/c INTO ALL FRAMING °° °° COMMON O 3"o/c. I 4 0/C IN (2) STAGGERD - - Ti........------- DRAFT MEB UPLIFTS <1,000#. FOR HIGHER , L; END-NAILS O KING-STUD I 7"/7"o/c 5d COOLER I I I SHEAR-WALL - CONSTRUCT Rpm 1 ° ° °° MEMEBERS STUDS, BLOCKING, AND °° °<. I PER SPECIFICATION. UPLIFTS USE CONNECTIONS AS i STi NOT TO SCALE CONTINUOUS BRACING IS ° °° SILLS) (TYP�, 1°I°1 1°I°I IF THE INDICATED ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP >OF I SPECIFIED ON STRUCTURAL PLAN. -_.. TO HEADER, 2x6 HDR. NAILS OR #6, 1-Y4" •• CHECKED E A W 11 i 1 USE (6) NAILS, 2x8 & I �RYWALL SCREWS APPLIED TO THE BOTTOM OF THE °° ° 1° ° I EMBEDDED STRAPS ARE TO TOP >S W/Sd SIDE of WALL OF BOTTOM WALL ; 2x10 HORS. USE (9) - - --- .131x3" TOE- OR � WINDOW HEAD - APPLICABLE ONLY �"•, - - -'- END-NAILS OKING-STUD WHEN WINDOW DOESN'T ATTACH ��, NAILS, 2x12 & ENG. I� • TRUSS BOTTOM CHORDS MAY B BOTTOM CHORD (AND, 1°i 1 ° NOT PROPERLY COMMON O 3"o/c. CHORD NAILER. SUBSEQUENTLY, THE GYPSUM CLN'G .1'.. INTERMEDIATE (NON-CORNER) I. 1 CAST-IN-PLACE AT � PORTAL FRAME DETAIL, MATCH {°I°I (°1°1 FOUNDATION POUR, I SCALE N.T.S. WOOD HDRS. USE (12) i (1E WOOD Tie ROD ADJACENT TO BRACED BY METHOD - IS ATTACHED TO THE BRACING °°° ° TYPICAL. SEE STRUCTURAL °I°I I.I. THEY MAY BE THIS DETAIL PROVIDEV AN ALTERNATIVE METHOD OF ATTACHING A _r TO HEADER. 2x6 HDR, USE DIRECTLY TO HEADER. SEE TABLE FOR STUD POST IF PORCH BEAM 1S THE CONTINUOUS 1x4 BRACING (6) NAILS, 2x8 &2x10 SIZE & CONNECTION(S). NAILS.. RATHER THAN DIRECTL 0 THE USS 0 >CONNECTOR- (6) I_ CONVENTIONAL LUMBER (2x8, 2x10, TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID STUDS PER MAX, FOR ADDITIONAL INFORMATION, 1 i REPLACED WITH HTT22's SEAR-WALL TO A H IZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA TRUSS) THE MAXIMUM o/c SPACING °°°` ° °° ° SEE TRUSS SCHEDULE HORS. USE (9) NAILS, 2x12 - 2x12, ETC). (1) WooD•nE ROD ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT STRUCTURAL PLAN. HEIGHT o o CONNECTORS, ETC. I 1 All,I" +• AN ENGINEERED TRUS AND MAY BE USED I.L.O. FRAMING THE TYP T A T DATE 7.7.2015 1 �+ (1) MSTA-SERIES STRAP OF THE BRACING IS 24-. I`°`° ° �'I SHEAR-WALL CONTiN US TO THE UNDERSIDE OF THE HORIZONTAL E (DTL /S 1) & ENG. WOOD HORS. USE -----_-- -T �-------- I ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT(1) 2x4 #2 SPF LEFT). STRAP TO HEADER ON 10'-1 --; ,--------- O EACH JACK-STUD TO 1°C- �°1° EMBEDDED STRAPS (12) NAILS.. _ PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF UNSHEATHED SIDE W/ 1/8" °° ° FOR A PANEL SPLICE (if needed), i° I •• SHEATHING. THIS DET LIS NOT APPLICABLE WHEN CONVENTIONAL STUDS SHEAR WALL JOB NO. JOB INTERMEDIATE WINDOW HEAD - HEADER. 2x6 HDR. USE \� PORCH BEAM TO SUPPORT TOP > INROOF F AMINQ IS U- (LSL, LVL, PSL, ETC.) YP DIAPHRAGMMETHODCONTINUOUS WOOD BRACING METHOD (1) MSTA24 PER PLY. °° PANEL EDGES SHALL BE BLOCKED, °I°I I°I° MUST BE INSTALLED W/ APPLICABLE W/DETACHED 12" STRAPS, 2x8 &2x10 ADDITION, (1) WOOD-Tie ROD SHOULD WOOD Tie ANCHORING RODS, PE HORS. USE 18" STRAPS, & OCCUR WITHIN 24" OF I°I°I I°I°I ADDITIONAL PC. OF #4 FRAMING PER PLAN ' TRANSOM(S) ONLY. SEE TABLE I BE INSTALLED TO EACH SIDE OF (REQuI S USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN 7/16" THICK (MIN.) (24/16 SPAN °°` MID-HEIGHT of WALL. I°° °°1 REBAR PER SIMPSON P TI O 3 OPT)0 4 S-0.FT. N A DETAIL B/STi, EACH SIDE OF FOR SIZE & CONNECTION(S). 2x12 & ENG. WOOD HORS. , � I- PORCH BEAM AND (1) MSTA24 SHOULD USED TH "PARTIALLY ENCLOSED" BUILDING TYPES °°°° °1°1 I.I. INSTRUCTIONS. •• INTERIOR OR EXTERIOR SHE R- LLS RUNNING INDEX) APA- OR TECO-RATED EACH OPENING, WITHIN 2" OF USE 24" STRAPS. / �' BE ATTACHED TO t SIDE OF EACH °°°° 1°° °1 INTERIOR SHEAR-WAIL RUNNING PARALLEL TO TRUSS ABOVE 4 1 1 R /� () WALL SHEATHING. BLOCK ALL 16" MIN. FOR t STORY I 1 IT PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR , I�d C JACK-/KING-STUD ASSEMBLY. f / \ \ TOP >CENTERED ON THE JOINT. UNSUPPORTED PANEL EDGES W/ °°°° °° 24" MIN. FOR 2 STORY 1°° °<'1 VERTICAL WEB 6" TO 1'-6". ' {i) SPH4-6-8 CONNECTOR P T PICA BOTTOM CHORD BRACING & SOFFITS DETAILS 2x BLOCKING. HORIZONTAL °°°° °° °°I 1°I° STHD14g,1 SOWN If P NN IF JACK- & KING-SAUDIS) I O SINGLE JACK-STUD TO � $T1 N T TO SCALE APPLICATION REQ'D W/STUCCO ° 1 2 dio. ANCHOR BOLTS IN PROPER ♦ *. �/ � PER CALLOUT ON i ••�`��t* � HOE PL. USE (1) LTT206 /" APPLICATION WITH 1� �� STRUCTURAL PLAN. PORCH BEAM MAY BE NO EXT. FINISH, W/7" MIN. EMBEDMENT & I j I I SII O DOUBLE JACK-STUDS TO AROUND TOP PLATE PROVIDED I \ � __--_- -____ __- _ -_-_ _ ___ _-__- -_ __ °° 2"x2"x3/16" WASHER (TYPE, r CURB WALL - FLOOR 411 WINDOW SILL - SEE TABLE FO FOUNDATION. USE (1) THE TOTAL DEPTH OF THE �, 1 (2) STHD14 - EMBEDED 3ply 2x I, I PLACE 2x4 RIBBON B RD SHEATHING • SIZE & CONNECTION(S). HTT16 O TRIPLE (OR MORE) BEAM IS >9-1/4" UNLESS I tIj STRAPS 14" INTO ° ( ) #2 SYP I I • EMBEDMENT LINE" / HOT � i n A INTERMEDIATE SHEAR JACK-STUDS TO I PT SILL > I .I FOR FLOOR A - / *� �,y e I 2 e FASTENERS, PER SILL PL. WINDOWS) AND NOTED ON THE STRUCTURAL I % FOUNDATION. USE STHD14TEU ° - AT BASE OF CURB / "I Z _ FOUNDATION. f I \ ° -o o-:° SHEATHING T __ _ 11 SHE CONNECTOR SCHEDULE -- --- OOR(S) SHALL II SHEET. III ATTACHMENT. FLOOR / >i / 11 r1 BF rl----; ON S-SHEET(S). ----- ATTACHED TO 1 = \ INTERMEDIATE EWALLL (DTLD2/ST2)CAND ° �b WALL. < i� i TRUSS TOP CHORD 1r I i --- \ TRUSS •"` if APPROPRIATE I \ \ BEGIN "EMBEDMENT" AT BASE I L L / HEEL/END VERTICAL 'O \ TRUSS BEARING • FRAMING MEMBERS i I ANCHOR BOLTS PER I r I-\ - OF CURB WALL. N 13 - DETAIL A STi, TYP, \ NAIL POST TO PORCH j J j' OF TRUSS + • IN ACCORDANCE / j i I' �� %� /' �- � - i Q HEADER W/(1) ROW OF REQ'D PLACEMENT WITH APPLICABLE i I 131x3" NAILS O 2" 0/C. / FOUNADTION PER STRUCTURAL PLAN. WALL FRAMIN -- --- 10d O 6"o c FROM CONT, MANUFACTURER'S / ;I �/' ROOF SYSTEM OF OPTIONAL (I,L 0. J i / � OOS L� /' ° STHD14's) HTT22's L T 2x4 TO 2x4 BLOCKING INSTRUCTIONS & I I i' No � i �� 4 DIRECTIONS. I I I I °° T PORTAL FRAME DETAIL -� i j HORIZONTAL 2x4 SPF #2 ''�� '�6A I , * I I 2x #2 SYP TOP > -i ---- �------- II, WOOD Tie ANCHORING RODS TRADITIONAL METAL CONNECTORS PORCH BEAM, SEE ! I i I (2) ROWS OF .131 x ST1 NOT TO SCALE I BLOCKING BTWN TRUSS STRUCTURAL SHEET F i I " THICK MIN. APA- OR DETAIL OF COR ER 3" NAILS O 6"o/c ROOF/lOOR SHEATHING I (MIN.) TRSS TOP CHORD ----------- - ------- -- --------------------------------------------------------. - -_._.__-.-- EXTERIOR WALL-OPENING HEADER OR SILL.tap MPH,EXPOSURE I3 MINIMUM SIZE. I i ; I SEE STRUCTURAL PLAN. TECO-RATED SEATHING W --- -------------- ---- - - - ------------ -- -___-_---_ --- - - - / -... -- ... - -------._._._._........- -...-- _.....-- _.... - 1-- - H T I I ` 1 I FOR STUD SIZE/SPACING { MAXIMUM SPAN/OPENING FOR I , 6"/6"N c 8d NAILING. BLOCK - HE OR I . . MEa+I;ER GIVEN waLL.HEIGHT HT CONNECTION Rt-,QLARED I I I i I REQUIREMENTS. U EL EDGES RRR��AAAL OF TRUSS CONTINUOUS 2x4 SPF 2 W/ ALL SUPPORTED PAN ES -- VE 1 ---------- --- - -- - -- --- - AT ENDS ! !I W/2x BLOCKING. 2x CHIMNEY FRAMING j -- - - -- --- I•- --- - -•}•• - 3 .131x3" NAILS TO EACH a' s' lo' 11' t``' ! I I STUD POST - NUMBER OF PLYS TO PORCH HEADER MEMBERS - SEE STUD I r TRUSS VERTICAL & O 6"o/c R OD SPF MIN 7 16 THICK 24 16 S -...._..- ---_---._. .._.-_--_-- --__-._. ._- I I i TABLE FOR SIZE. SPECIES 1 • 1 zx? !5' 11"• 5' 1 5'-3" 5T---TV.. o" 4'.-10" a-p.1s1 r,s' TOE NA ! MATCH HEADER. STUD POST SIZE I i 2x SYP BLOCKING W/.131x3" ) A " 1 (-RA WALL �11 .[31x3" NAILS TO i I I AND GRADE TO MATCH WALL STUDS & MAX. o c INDEX PA OR TECO TED -2x4 's'-»" ?'-tl"! %'-6" ?'-2" 6'-1J" s--p.131 x 3" TOE NAILS I I NAILS O 6"o/c TO TOP OF TOP SHEATH CHIMNEY W/5/16" / SPACING - SHEATHING ATTACHED TO FRAMING /' iii �� INTERMEDIATE BLOCKING. ADD I 2X6 I�'-i'" 1 8'-2" ?'-9" ?'-5" I 7'-1" s-D.131 x 3" TOE NAILS I I i UNLESS NOTED OTHERWISE ON >ASSEMBLY& TO TOP OF HARDIE W/6"/6" 8d OR USE OVERALL CHI NEY MEMBERS & OCKING O ALL ( :' I W. (1) MSTA18 STRAP W/(7) HEIGHT FOR >HEIGHT •' °'- • - - - .I.- - - - i CONNECT PLYS PORCH HEADER ASSEMBLY. 7/16" APA RATED PLYWOOD UNSUPPORTE PANEL EDGES i lOd/END O EA. SPLICE (CONT - - - �� 7 2-2x6 I t 2' 4"1 114--8"1 114--0" l U'-6"i 10"-1" 2-A3:i'S W/SdX1 }"NAIL I i ! I PERUDETAILLD/STi. W/6"-12" o/c. 8d 2-ply 2x's AT CORNERS. NAILING PER TABLE ON /* • 2x4 MAYBE OMITTED IF (1) J O f4 I �� EE I I EXTERIOR WALL DETAIL F/STi CALL OUT ON ' ' STA18 IS USED FROM EXTERIOR 'a: _. '� 13 MPH EXPOSURE C. EXTERIGR'r4ALL--OFEN:NG r.EP.DER IIIIIIIIIIIIIIIIIIIIIIII NJ OR 130 MFH.EXPOSURE D. I \"�', - I i IF THE HOUSE IS TIED poWN USING ' _----_-----------_ ------_ - - _ -_--LEX_RI„R W_L OPENMG HEADER OR SIL o �, \ , CONVENTIONAL STRAPPING, REFER TO THE 1 MTS12 OR 1 MSTA16 O VIEW I STRUCTURAL N. -�__' - TRUSS) BLOCK ROSS EA. ------ --- - ---- -- --- ------------ -------------- -- - ) TOP A A o Ac I I O O I MAXIMUM_SPAN/OPENING FOR MAXIMUM SPAN/OPENING=':? r c Ii �\ j STRUCTURAL SHEET AND DETAIL N/STi FOR 2x4 #2 SYP BLOCKING BETWEEN STRAP FOR A SQUARE I MEMBER GIVEN WALL HEIGHT I CONNFCT!ON RtUIRED MEMBER GIv`f�6VA.1 HEGHT - : CONNECTION R�O��REv I; \' i I PORCH BEAM CONNECTION DETAILS. BELOW CHIMNEY WALLS S OR i REa'D A T ENDS TRUSSES &(2) H TRU A TO->CONNECTOR: REp'D AT E.ND� _. ._. _.. I I S DOUBLE TOP >OF WALL O. z,SPFk--7-c- _ - - ----..-, tJO.2,SPF - 1Cr 11' I z' ' W/(4) ,131x3" TOE/END NAILS 2 MMSTA24'S FOR AO, EE T SS SCHEDULE FOR -------------------- �' g' C' I I t: 1'2' - ___ ►N LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR ( ) ----- ---- - - -- - ----- - -- - --- ;... _< - -•• \� I BETTER PRESSURE AR RESIST AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. T A/STI) 1-2X4 I 5'-0" 4'--8" 4-1" 3'-9" 3' 5°I4--0.131 X 3"TOE 1uAiL5 1-2X4 I 4--2" I 3'--8" . 4 3 t 4_.0.131 X TOE NAILS R. I 1._._...... _.-- ___-: -.._ ..._._TOE .-..__-- '; ; S E D SE PNCE TOPAT E CHORD OF TRUSSACH END OF ORRAFTS -------'---_--------------._._...i.. -- --- - -----' -------------------- --.-- --------------------- ---------------...,-------------- �: AT CORNERS OF RECTANGULAR 2-2X4 1 7'--t" 6'-8"1 6'--2" 5'-?" 5'-2" 6--0.131 X 3"TOE MAILS 2-2X4 ; 6"-2" I 5'-6" )' A ] PANELS RECTANGLE CHIMNEY O E TYPE (DTL CORNER OF CHIMNEY TO I C' 4-c, 4 Z" --0.131 X 3"TOE NAILS ! .! RAFTER/TRUSS TOP CHORD T S /SHEAR WALL P I •' INSTALL ALL SHEATHING 5'--7..`i6-0.131 X,3"TOE?:AICs 1-2x6 I F''-2" 5'--6° 5'--0" 4'--6" i 2" c-.0.131 X 3"TOE NAILS 1j ��,�\ ) x4 FRAMING SEE CTURAL PLAN. 1-2:{6 I ?'-a' 6'-11" 6'-2" 5'- • -- C U x t.L 0 OR 2 BLOCKING W INTERIOR OR EO RIOR OSHEAR- �LS RUNNING WITH LONG AXIS 8 LENGTH)P x ,� �� I W/�(8) NAILS/END (LL 0 (4)4 PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24"o/c TRUSS CKI BELOW. S S U A 2-2X6 10" 5" 9' 6" 8'-6" T-9" ?'--1" _-A35'S w/adxt }rJAu.S 2-2x6 8' 6'" s' 1n" 6'-2" , 5 d A3.,,,w/bel 1 NA•l. N IL END-VERTICALS _ _ x 1 I \ .,, 1 A S), 1 FRAMING TOPROVIDE MAX. 16 o/cBLOCK W/2 �' G PORCH EA TO STUD A TAI o PORCH CEILING D TAIL I TRUSS TOP CHORD OR RA I I CHIMNEY FRAMING DETAIL w SHEAR-WALL BRACING DETAILS SUPPORTS FOR SHEATHING. •• G) TYPICAL OPENING FRAMING DETAIL - U.N.O. I B LL DETAIL 0 NE (TYP) ST1 NOT TO SCALE ST1 NOT TO SCALE sT1 NOT TO SCALE I ST1 NOT TO SCALE STi NOT TO SCALE I! I . 1. -..n,- SEE ST1 FOR VERTICAL WALL CONNECTION. THIS DOCUMENT, ALONG WITH ! 4 CONC SLAB Wf 6X6X10/10 WWF #5 HORIZONTAL. ASSOCIATED DOCUMENTS, IS AN MIL INSTRUMENT OF ENGINEER'S SEE ST1 FOR VERTICAL WALL CONNECTION. ! OVER CLEAN,WELL COMPACTED,BARRIER OVER FILL TYP. VERTICAL REINFORCEMENT): SERVICE FOR THE X ! ( ) E E CLUSIVE USE I 4" CONC SLAB W 6X6X10 10 WWF MAY BE USED ____ #5 DOWELS @ CORNERS & 24"o/c #5 HORIZONTAL. AT THE PROJECT TITLED HEREIN. ! ICLIEAN, OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDGE THEREAFTER - BEND #5 HORIZ. 6 FROM END INFORMATION DERIVED FROM THIS W LL COMPACTED, TREATED FILL II ALL DOWELS @ TOP & BOTTOM, 48" MIN. OF VERTICALS. DOCUMENT, AND/OR OR ASSOCIATED I�I, a SLOPE GRADE --1I ----.- P. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENTS, MAY NOT BE USED z SLOPE ---------- >- -- -=- (1) #4 REBAR CONT. @ HEADER COURSE EMBED MINIMUM 6" INTO FOOTING @ CORNERS & INDICATED o/c SPACING 00L DIMENSIONS ARE ��--- - #5 HORIZ. 6" FOR OTHER WORK(S) OR 'I o GRADE ---- _.___ /48 INTO SLAB (GROUT ALL CELLS THEREAFTER - BEND ALL DOWELS TOP & 772 FROM END OF PROJECT(S) WITHOUT THE !I N MIN. DISTANCES ��_.__ 14" 1 STORY SOLID) BOTTOM EMBED MINIMUM 6" INTO FOOTING MIN. DIMENSIONS ARE - = - _ - = _ VERTICALS. ! CN r -�-j 11 I CLEAN COMPACTED .I_==, --- 6" MIN. DISTANCES #5 VERTICALS -a - _ �r / 72 INTO SLAB (GROUT ALL CELLS SOLID) EXPRESS WRITTEN PERMISSION OF j 00 i i SAND FILL _ ----- ---- 0RY 24 0/C ° I I I THE PROJECT ENGINEER IDENTIFIED _ BELOW. - oZ - - - - - - - ° REV DESCRIPTION ** EMBEDDED STRAPS • II I I # VFRT�CAI S Ca? n/c `;PACING - - - (TYP. HORIZONTAL __-- I I---I I (--- III--- ° W/0 BRICK MUST BE INSTALLED w/ ____ _ SLOPE OF / --- -.i ---- --I- I (TYP. VERTICAL REINFORCEMENT): #4 DOWELS REINFORCEMENT): (2) I ( --- TO 12 COURSES: 24"o/c (GRADE 5 `11 ADDITIONAL PIECE OF # I ____ - ------ CORNERS & 48"o/c THEREAFTER - BEND ALL ___ -.-- ADD CLEAN FILL AND COMPACT 12 < 13-1/2 COURSES: 16"o/c - -- - - --TT' -- - 6 - _ - I-__-- I '(TYP.) 3W BRICK REBAR PER SIMPSON --- — IIII—i- __=__ DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" w1.7(MW11) LONGITUDINAL _ I 1 (M LIF S. 13-1 2 < 15 C R/ OU SES. 8"o/c II - �...__....I __ ___ l'. i __-__--I I --------- 712 - I: / INSTRUCTIONS. ** ! INTO FOOTING /12" INTO SLAB (GROUT ALL PROVIDEWIRES PHORIDZONTAL 0/C II -) I _I_ - „ ! * CELLS SOLID) 8 CMU; FILL ALL CELLS SOLID. - ---' 1 STORY FOOTING SIZE MAX. STEMWALL HEIGHT: (5) REINFORCEMENT WITHIN 16" W/O BRICK 12" WIDE W/ (2)#4 OR (2)#5 CONT. 1 STORY FOOTING SIZE I ( I I I- w/ 3,000psi GROUT. I 3 _ ----.. �i 8' COURSES. FOR WALLS > o BRICK OF TOP AND BOTTOM OF W/ BRICK 20 WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) # ,� W/ B C 16 x10 W/ (2)#5 CONT. OR (2) # I� ADD CLEAN FILL AND COMPACT j 2 STORY (5} 8 COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # MASONRY STEM WALL. I I II ( I IN 12" (MAX.) LIFTS. 4 - W 0 BRICK 1s" DETAIL 1A/ST2 OR 1B ST2 TRY I l i I i I (i i i I i i LAP ALL REINFORCEMENT MINIMUM 4 ° / WIDE W/ (2)#5 CONT. OR (3) #4 / � 0 I ---_ I --- I I----I I --- W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) # DEPENDING ON WALL HEIGHT. W/O BRICK 20"x10" W/ (2)#5 CONT. OR 3) # 8" CMU; GROUT ALL CELLS II --- --- DIAMETERS AT ALL JOINTS. -- _ __ --I--_----#5 HORIZ. NEAR MID-HEIGHT. -- The I! W/ BRICK 24"x10" W/ (3)#5 CONT. OR �4) # SOLID. MAX. (10) COURSES. I� � ----- Ii 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL ---- I; -- II -- - --- -I I-I- �-I-�! (TYP. HORIZONTAL -- I ----- I I I-------1 I I - I I I CASTILLO ST2 NOT TO SCALE ST2 NOT TO SCALE ADD CLEAN FILL AND COMPACT I I I I REINFORCEMENT): (2) II I #5 HORIZ. @ EACH IN 12" (MAX.) LIFTS. II III W1.7(MW11) LONGITUDINAL _4th COURSE Grou ---� --- III----) I WIRES SPACED @ 16" 0/C. I I I w�oridaco ratio ** EMBEDDED ° STANDARD FOOTING SEE DETAIL BELOW II SEE ST1 FOR VERTICAL WALL CONNECTION. i STRAPS MUST BE __ __I ____._ -__ I __- _-_- PROVIDE HORIZONTAL I -_- I -___ I ----! Designers -- _ __ REINFORCEMENT WITHIN 16" OF _._- _ _ __._ ._. !! INSTALLED w/ 5 1/ 5 1/2" WIDE CONC. SILL TOP AT MAIN * MAX. 2 COURSES ---- ---- --- I - -- -� TOP AND BOTTOM OF - II ---- --- ----1 I Engineers ADDITIONAL PIECE I I i I III MASONRY STEM WALL. _.___---- ...__.___ ° I I_ _--_ 12"d. X 24"w. 2,500psi CONC. SLAB LEVEL. TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL OF #4 REBAR PER VARIES; MAX 7 1/2" (HEIGHTS EXCEEDIN I WALL CONNECTION. I I I • 4� I I I I I I I I I FOOTING w/ (3) #5 REBAR EXCEPT: 655o Roosevelt Blvd. SIMPSOINSTRUCTIONS. ** WIDTH BY MORE THAN 211 REQ ADDITIONA (1)#4 CONT. IN SOLID GROUTED A�=�-STORY ITH BRICK, USE 12"d Jacksonville,FL 32244 INSTRUCTIONS. - I I - I __---- --- I -- I ° (904)772-6ioo ANALYSIS) U-BLOCK COURSE - j - I___,___ I I � IX�O w. w/ (4) #5. I FL CoA No.z9oi5 4" CONC SLAB W 6x6x10 10 WWF ! ( I I _ ° ° / / TYPICAL SLAB ° Z o OVER 6 MIL VAPOR BARRIER OVER IF TYP --- I -- --- --- ------ -----I - n UjCLEAN, W LL COMPACTED, TREATED FILL . VERT. --! --- --------- j o SLOPE REINF. ( - - 1 STORY FOOTING SIZE I' 1=IIII' W/O BRICK 16"x10" W/ (2)#4 CONT. w m GRADE - W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. w 5• I I-_ - I I I I---.-TYPICAL FOOTING SIZE/RE SIZE/REINFORCEMENT MEFOR W/STORY T BR CK 20"x10" W/ (3)#4 OR (2}#5 CONT. CLEAN COMPACTED _ -_I I _-_ I- -I I -= I I(=-III jZ,, SAND FILL w/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. p • • TYPICAL FOUNDATION • ' • — 1B 10<15 COURSES STEM WALL FOUNDATION ! I -.-.---III_=_�_I -_____I___ _�__L__= IMENSIONS ARE ! -__- I---- f _-- ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, IN. DISTANCES I I I I 1A 6<10 COURSES STEM WALL FOUNDATION SW or SP SOILS to 30# PSF LATERAL LOAD I� ST2 FOR STEM WALLS WITH 6<10 COURSES 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE j ST2 NOT TO SCALE ST2 NOT TO SCALE I I I OVERLAP SLAB RECESS SLAB 3/4" FOR SLOPE 3/4" X 12" 4" CONC AA POR BARRIER WWF 1 1 1/2" THRESHOLD EXP. JOINT AT GARAGE DOOR 4" CONC SLAB W/ 6X6X10/10 WWF CLEAN, WELL COMPACTED, TERMITE VER 1-1/2" DEPTH = STUD + 1 1/4" (FROM OVER 6 MIL VAPOR BARRIER OVER TREATED FILL OUTSIDE FACE OF BLOCK) RECESS SLAB 3/4" FOR SGD CLEAN, WELL COMPACTED, TERMITE 4" CONC SLAB W/ 6X6X10/10 WWF TREATED FILL i. 4" CONC SLAB W 6X6X10 10 WWF _ : OVER 6 MIL VAPOR BARRIER OVER MIL 0/ E/ II I� CLEAN, WELLCOMPACTED, TREATED F► ! - - CLEAN, WELL COMPACTED, TREAT E FILL LL -!!!I---I I I --- - -- I---I I ---I TYP. SLAB SAW CUT IN 15'x15' GRID, - 27- _-_ II ._ _ _ _ ( III ______ 1 DEEP WHILE CONCRETE ��--------- — I 1-- -_I Tr- — ----� ------ : I -- i I -_ IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) Cn ! ------- ---I- III -IIII- -----I _--_• ----- � I •• ..• : j .----------- TYPICAL FOOTING - SEE 1/ST2 FOR I( !_ I ! I 1 CLEAN COMPACTED --- I ____I _=_=I I __ ,, - - --- SIZE REINFORCEMENT ---- 6 MIL VAPOR BARRIER ---- • • SAND FILL ' I -- I - I_ _ - I I I i - I I I-- _ — 12" )#4 CONT. I ! I - - I_:_::.:::- _:_ _ I __:-_ ! :-.: i - (2)#4 CONT. Q _ I! I- - ! I ► i i i I ------ I----- TYPICAL FOUNDATION j • � • I==---I I, 16" -- ! - --- I I- (---- I j I I I — ------- 1 STORY) W 20" 4 -- - ---- --- _ 6 SLOPED TURNED DOWN EDGE 2 STORY) 3 FOUNDATION AT S.G.D. 3 FOUNDATION AT S.G.D. sT2 NOT TO SCALE 9 CONTROL JOINT—FOR CRACK CONTROL ST2 NOT TO SCALE ST2 NOT TO SCALE _.� sr2 NOT TO SCALE 12 INTERIOR LOAD BEARING ST2 NOT TO SCALE z I I 0 i ! HOLD HDR. BLK. j• 1 TO OUTSIDE OVER 06CMSL AA POR BARRIER OVER OVERF II 1 1/2" CLEAN, WELL COMPACTED, TREATED F LL 4" CONC SLAB W 6X6X10 10 WWF OVER 6 MIL VAPOR BARRIER OVER Q ! 1-1/2" TYP. SLAB CLEAN, WELL COMPACTED, TREATED FILL 4" CONC SLAB W/ 6X6X10/10 WWF -- _ _1111_ I = IIII II -I— VARIES �___�_._,__-_�__----=-- FOVER 6 MIL VAP R BARRI ROVER ;! CLEAN, W LL COMPACTED, TREATED FILL — II --------- I = POR • i . I ! OR =III -_____I I = I I--_ I -----1 I --.-__ I_._ -__ I -- !- ---_-1�� _ , '� : :-. . •� -:--1 'I=_- III =. if 5• g" _---i=-C1)#4 CONT.__ III=III —I�I1= ► -- I_ ._. -III = !II -,;W I� . • -= I — III— I.---- TYPICAL FOOTING - SEE 1/ST2 I=III I =__ I(- =IIII--- --_._-)I I----I (2)04 CONT. SIZE/REINFORCEMENT IIII- Ii I - iI I - !I - 1-IIII III = III- II I � _.-- TYPICAL FOUNDATION 1 STORY ry ---- I1 � i — I�-- 2 STORY) Q I IIII I I ►I!!- 1 1 I (� !I 7 TURNED DOWN EDGE 10 LOAD BEARING STEP DOWN U 4 FOUNDATION AT DOOR SILL ' ST2 FOUNDATION AT DOOR SILL sT2 NOT TO SCALE ST2 NOT TO SCALE NOT TO SCALE NOT TO SCALE -. . .:__:_-:-- _:::_::_____:_ __:::--___._-__:-:_-__:_-- 0 : r l V W ! HEADER BLOCK OR (f) li FORMED & CAST @ STEP � O i� DOWN 4" CONC SLAB W/ 6X6X10/10 WWF I (1)#5 x 2'-0" OVER OVER 6 MIL VAPOR BARRIER OVER �- _I 8"x8" CHASE IN VARIES CLEAN, WELL COMPACTED, TERMITE U =~------Y - TREATED FILL �-- II CONC. BLOCK STEM _ - - ! SLOPE ---------- - _ WALL - -- - ---- TY SLAB N I GROUT SOLID GRADE I - —_ _ - III--1I I I- -- --I W — -7-7-1P _ VARIES ' AROUND PIPE -= - T�-----I I - I --- �� !! GROUT SOLID =I I I I` =III - I IIII-IIII III- a M/YID CONST RJCTION PLANS i S-_ 4) v � rg '} r q 4 FOR V.t+ ?sir► # t 4. ; : o-. J J ots f OceanGateIndividual � :., Yj wrt:>t► %z ice' 3i BEACH FL ATLANTIC 2 -w nE iL PREPARED BY: PREPARED FOR: �' Z }.. woe HABITAT FOR r f 1 BEACHES3��, zs o �Ze :n SECTION 38 TOWNSHIP 2S RANGE 29E `gg Yo; _ GENESIS GROUPFROM VISION TO REAL I Y HUMANITYo <; V ; o 9822 TAPESTRY PARK CIRCLE, SUITE 1 1671 FRANCIS AVENUE LOCATION MAP `^z "`' U. JACKSONVILLE, FL 32246 0 A s Q ATLANTIC BEACH, FL 32233 D Fax: 904 730-7165 ' � a ~ (904)730-9360 ( ) W SHEET INDEX r x . a UNIT TYPE: �� "' _ i - 1 COVER W DUPLEX: i "I"�"' / _ 2 COMMUNITY PLAT = STORMWATERMANAGEMENT `=�` Block 5,Lots 29-30 FAQ / '/2 3 =� 1-a` Q / 3 FINISHED FLOOR ELEVATIONS RR }L S TRIPLEX: 4 OO -: �, 4 TYPICAL GEOMETRY PLANS IL W o M Block 1: Lots 1.3,8-10 z W � -� l / � s 7 -_-,�-� rpoR 5 TYPICAL UTILITY PLANS a � Block 2: Lots 1-3,8-10 i / e/9/,o '' �, TR09p 6 TYPICAL LANDSCAPE PLANS M Lots 1-3, 11-13, 14-16 2 QUADPLEX: ��e�gcti �, ( / / 3 Block 1:Lots 4-7 / �� E / e 7 Block 2: Lots 4-7 ; z /2/3 / 10 3:Lots 1-4 Block J 5 - B � [ / � �• Block 4:Lots,4-7 ►– — 7 / T `i. �` ��/ e /9 / / 2 Block 5: Lots 14,5-8,9-12, 13-16, pCFw-- /,o f n� 3 17-20,21-24,25-28 � •-�. �TF 4 11/12/ ,3 DRQ ,4 / i16 p � TRACT-e' 30 NEIGI49ORHOOD PARI( \ / W Uj {Q i all2s �zc _ 1 z — N GATE E)RryE — n 24 2s 2s 27 �/n W Z O I..T , W T 1 20 21 � I � � TRACT'E' �C/: > V �. 13 14 15. 18 �g' �. �, OFFICE COPY 0 0 1 9 ,O „ - - ,2 L ' 1 ' / V 4 Z 1 2 3 pURT _ - - - - M ; \ .�._• �--" - SUNRISE C---- -- - - PROJECT REFERENCE: �� -- _ _ _ I _ - - - - PROJECT MAP REFERENCE GENERAL NOTES, _.._ DETAILS,AND DETAIL GRADING PLANS FROM ,„ . - THE PERMITTED CIVIL ENGINEERING SET. +rN� i3 . � p w MAYPORT ROAD __ --------------------- ------------ -_--_-_--------_-------_------------- ---------------------------------- ------------------------------------------- - _ \ Z 0. - - 1 - 68.0 68.0 .0 68.0 Z Y 68.0 $ 1 2 3 A 5 6 1 5 9 10 1 2 3 A I 1 2 3 A 5 6 1 a 9 10 O cn r A wOf A IN GOO J► O $ N 1 N � N � N Ov � N I - � N .P M� m I r I V� I 1 5,1 F PG 7 7 r 7 7 7 7 Lo. L�-, L .0 H I u 7 7 LQ w I -� �.. �.._ {. .1. _ 1. _ . I_. > "' SUNRISE COURT SANDY BEACH LANE _ _ _ . . _ . ._ - ._ . . _ .. °'- Tgam. -�� u • qq t� 1 tJp� J � { J �JW - .J 1 �i JN ! ± Ta. j� ' ; ` 3� I GGo i O N GD O 0 r C I ` 0 g S ° s ( 4 ,o, ate o� Z I O i aDC lu p l Z Q o I p o I p o Q v O Q 105 Ocean Gate IX mU. 1 Z 3 'A 5 6 1 8 9 1� 11 1Z 13 1A , H p I tie 68.0' 8 .0 68. 68.0 68.0 ° I � I �bo��S � i C I W- Wo' � Z ..I_ . � . . . . . � . _ . . _ �_. . . .._I _ .. /• /�.� o X21 Za' m \ : W OCEAN GATE DRIVETA / Q A/i \ W O u / 4. 14 / 20 o V00000 / o � N �g >, ' \ A � / � Adt / aftP 13 �Nso' \ Q /� /SITE DATA SUMMARY LOTS 4-7 (QUADPLEX BUILDING) PARCEL SIZE AREA - SF: SANDY BEACH LANE: OCEAN GATE DRIVE: SUNRISE COURT /G 102: 2329 106: 2329 121: 2229.5 102:2229.5 Z %� 106: 1598 Q �.. O 110: 1598 125: 2229.5 106:1634.5 / /' 110: 2329 114: 2329 129: 1634.5 110:1634.5 a 114: 2229.5 118. 2329 133: 1634.5 114:2773 118: 1634.5 122: 1598 137: 2229.5 a N c Q 122: 1634.5 126: 2329 141: 2229.5 16 / 126: 2229.5 130: 2329 145: 1634.5 LLI Z C a A`'o \ o' O / / 130: 2329 134: 1598 149: 1634.5 a \ 138: 2329 153: 2229.5 � a \-/ / 134: 1598 O W 138: 2329 142: 2229.5 157: 2229.5 u -1634.5 O 142: 2329 146: 1634.5 161: W 146: 1598 150: 1634.5 165: 1634.5 152: 2329 154: 2229.5 169: 2229.5 �,.. 156: 2229.5 158: 2329 173: 2229.5 y \ �� /�' 160: 1634.5 162: 1599 177: 1634.5 \ �O /. 164: 1634.5 166: 2417 181: 1634.5 168: 2229.5 101: 2038 185: 2229.5 O.C.D: GRAPHIC SCALE ` G /� 172: 2329 105: 3116 189: 2229.5 205: 2229.5 ` ao ° is as w +ao �� / 176: 1598 109: 2229.5 193: 1634.5 209: 1634.5 180: 2329 113: 1634.5 197: 1634.5 213: 1634.5 117: 1634.5 201: 2229.5 217: 2218.5 i+s90 z as 1 Inch� 00 tt � v b �O ---------\-1-------.—------------_ . --71!1---------- ----_----- -------------------------------------------------- -----------I----------- I TFFE: 4264.36 :14. FFE: 4.16 F E:14. 6 f:14. 6 FFE: FE:14. —6 _ = ° 1 I NE I V FFE:14.35 J O °o � Yoa o; O E•14 :14 66 I OA '°` LL i F :14 i FFE:14.46 I"' P'�-77 \ I 1 �n W* Q -c I W; J a" ~ / Y/ s up FFE' 4.46 I W o Y°� ti` amS o r00— 110 ^$ w O / WL _ Oa _ < FFE'14.96 \/ W V 4� 4 p w \ / /oe FFE• 4.96 FFE:14.76 ' FFE: 4.36 / / \ ✓ / Q w FFE-14.56 - / > F- 100,\` J Z FFE:14.56 ' / O"00".1 LL �. GRAPHIC SCALEy M W m o a _ a In u C 3W /. •� •/ IN rm r+ ./ 1 fteb-EO R Me"win"/ 3 �3 a GRAPHIC SCALE FRONT OF BUILDING k FRONT OF BUILDING - 4 25.50 r16. 0 16.50 oD 25.5 q� j O I p 25.75 � � J _� Q � O w o 16.5 0 1 1 1 0 20 z • 1 0 '16.5' 16.5' 0 20 `° .» 20' rn �`o °' 20 - UTILITY EASEMENT 1 5-7' UTILITY EASEMENT 5-7' UTIL 16.5' 16.5' to - - / _- (n �, 1 w � 1 1 � 20' j, N 20 5.5'1"- _J5.75' _ -J 5.5rQ V1 w 1 nj N C'4 PO 1 Ln �' m cn a N �' rn Ln � 1 rn 1 (o w > 1 . , • (O O O LA W I w O 1 -' 0cyl 0 n !`� N N _ r of N UNi 1 _ 00 Z 01 --- f - I ' m 1 rrirTi 9, 9' 1 n I 133" (O oo W :' N N 11' ' o;.,ID 3.33' N 11' -- 4. -- ( O Yo: 11 p 1p 4 0 U` <; 1 O p 4' 10 �''� 0 O 1 �n p 16.5 in O i II_ ti o n LL 1 1OD 16.5' W 1 4 n - •.C S O 2' Z' 5-1 one p e Q 16.5 3'1 17' '1 14.5' 'oJ 13 1.17'1 1.33' .5' _ 1 3 :X f iY- W•. 1s' x Y 4 f., EASEMENT Z I J �c;�; ' 1 5 UTILITY EASE W= �.. 5' UTILITY EASEMENT y "o = �9. X,'` - 23.75 ;20.50'& , 23.75'Z WOE _ 22 19.83' X19.83' Q PORTABLE a m PORTABLE TOILET TOILET8'X16' 8'X16'DUMPSTER 8'X1fi' ALLEY PARKING AREA DUMPSTER ALLEY CONSTRUCTION POD POD CONSTRUCTION INCLUDES PERVIOUS PAVERS PAD PAD 3 d Q UADPLEX BUILDING TRIPLEX BUILDING W M CO) EROSION CONTROL NOTES AND SPECIFICATIONS: SITE DATA SUMMARY - TRIPLEX BUILDING ~ SITE DATA SUMMARY - QUADPLEX BUILDING OVERALL DEVELOPMENT INCLUDES SILT FENCING. Z 1 1.ZONING: SPA CONTRACTOR SHALL REFER TO GENERAL NOTES, .ZONING: SPA x CONSTRUCTION DETAILS AND DETAIL GRADING PLANS REQUIRED PR VI D Z W REQUIRED PROVIDED FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2.MINIMUM YARD REQUIREMENTS J 2.MINIMUM YARD REQUIREMENTS PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 8, 8-11' CL a' W FRONT PORCH 8' 8-11' MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 12' 14-17' >- 2 Q ' 13-17' FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. FRONT BLDG. INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5' - SIDE 5' 5.5' LOT. REAR 20, 3 355, 43 ' W Z Z REAR 20, 26-43 MIN. LOT WIDTH 68 68 MIN. LOT WIDTH 84 84' MIN. LOT DEPTH 92' 92' 0 0 W I MIN. LOT DEPTH 92' 92' MIN LOT AREA 6,250 SF 6,256 SF W Q 0 MIN LOT AREA 7,725 SF 7,728 SF MAX. LOT COVERAGE (4-7) 65% 47.4 - 2,965 sf - BUILDING AND CONC. MAX. LOT COVERAGE (4-7) 65% 52.7% - 4075 sf - BUILDING AND CONC. 8.6% - 1080 sf - IMPERVIOUS PAVERS (50%) H cy 9.3% - 1440 sf - IMPERVIOUS PAVERS (50%) 569 - TOTAL J 1 62% - TOTAL y Q 9 OUTSIDE UNITS INSIDE UNIT V OUTSIDE UNITS INTERNAL NIT A INTERNAL UNIT B LOT SIZE: 2,329 SF LOT SIZE: 1,598 SF LOT SIZE: 2,229.5 SF LOT SIZE: 1,63 .5 SF LOT SIZE: 1,634.5 SF BUILDING: 640 SF BUILDING: 709.5 SF r-5 BUILDING: 858 SF PORCH / AC: 231 SF BUILDING: 640 SF BUILDING: 730 SF PORCH / AC: 240 SF PORCH / AC: 240 SF PORCH / AC: 30 SF PORCH / AC: 165 SF SIDEWALKS: 104 SF SIDEWALKS: 92 SF SIDEWALKS: 104 SF SIDEWALKS: 56 SF SIDEWALKS: 40 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = i 80 SF 41""'"°`� U PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 F (50%) = 180 SF PAVERS: ER SF (50�) 3 180 % TOTAL IMPERVIOUS: 1,164 - 50% TOTAL IMPERVIOUS: 1,212.5 - 75� �l TOTAL IMPERVIOUS: 1,164 - 529 TOTAL IMPERVIOUS: 1,196 - 73% TOTAL IMPERVIOUS: 1,243 - 76� w� p R GRAPHIC SCALE + ' p 0 i 10 f0 N FRONT OF— � — . F . � —BUILDING — — — —� Jwb. 20 It Vl A I n 1 • I � . NE _ ILWATER LINE LL n Z Q ,- 'SERVICEW°n 1" WATER LINE J moo t J�p I VICE 4" SEWER SERVICE © W I SER _ OC= - ( " ( 2% MIN. W/ CLEANOUT 4SEWER SERVICE � I ' 0 2% MIN. W/ CLEANOUT I T I U. �qo T I T �o *wo i T I -- �- I , F Lu Zv ! i i II i III a Q �t< <oo = V" La w I polL Le e. — __ ---- --^---^— Nt n W O m REF. DOUBLE WYE � REF. DOUBLE WYE PLAN DETAIL PLAN DETAILSAN SAN sAN sAN 3 SAN SAN SAN SAN SAN SAN i 8" PVC PVC S.S. (TYP) 8 PVC g" PVC S.S. (TYP) WATERMAIN (TYP.) g" WATERM AIN (TYP.) 4 TRIPLEX BUILDING QUADPLEX BUILDING v� F— Z � NOTE: J W UTiLiTY CONNECTIONIL 1. UNITS THAT ABUT ALLEY SANDY BEACH LANE HAVE WATER AND SEWER UTILITY CONNECTING FROM THE �• ALLEY SIDE OR REAR SIDE OF THE UNIT. O 1 ~ 2. UNITS THAT ABUT ALLEY SUNRISE COURT HAVE Q WATER AND SEWER UTILITY CONNECTING FROM OCEAN GATE DRIVE OR THE FRONT SIDE OF THE UNIT. z Z Z NOTES Q Q A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FOR O Q W CONNECTIONS TO EXISTING UTILITIES. V B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. 0 'y O C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. V L E G E N D J a o ~ isrwem DESCWTM k � � _ —W— _ PROPOSED WATER UNE a PROPOSED SEWER LINE o SEWER CLEANOUT T"WWR ® WATER METER 5 E�w GRAPHIC SCALE FRONTOF BUILDING r N p FRONT OF BUILDING �mon.no n CC CV Cv I -G � I I ► - I IL — ,L Z W Z M C V \ y�r ► � p U. o: }*o F- W- ciao H i I I i I I Z� I s un Q Wo yaa 2 c dpo *g w ju&L JL0 -ji Fi Q na M N � W m ALLEY ALLEY QUADPLEX BUILDING TRIPLEX BUILDINGMA!5TER FLANT L15T s SIZE SYMBOL SCIENTIFIC NAME COMMON NAME COMMENTS � SHADE TREES Acer Rubrum Red Maple 'Flame' 65 ga I. 15' ht. 5' spd. 3" cal. F= Z D e Quercus virg iniana Live Oak 65 gal. 12' ht. 5' spd. 3" ca I. x W Ulmus parvifol is Drake Elm X05 ea I. 14' ht. 4' spd. 3" ca I. Z -j UNDERSTORY / ORNAMENTAL TREES (ALTERNATIVES) a H Q Callistemon viminalis ' Red ascade' Red Cascade Bottlebrush (Weeping) 30al 8' ht. 2" cal. min. - Standard �- Z Z V Q WICY Cercis canadensis 'Forest P ns ' Forest FansS Redbud 30 gal Vint. 2" cal. min. G p V � 30 gal 8' ht. 2" ca I. min. Z 0 Chionanthus vir inicus Fringe Tree Q CY Fei joa sellowiana Pineapple Gsuava 30 ga 1 8' ht. 2" ca I. min. J j � Q � V Ilex vomitoria Yaupon Holly Tree Form 30 gal 8' ht. 2" cal. min. S IL Magnolia soulan iana 'Jane' Jane Magnolia 30 gal 8' ht. 2" cal. min. ,., Prunus x yedoensis Yoshina Cherry 3(d al 8' ht. 2" cal. min.