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142, 146, 150 & 154 OCEAN GATE DR - DRAWINGS FFCONTACTS DRAWING INDEX PROJECT OWNER: ARCHITECTURAL DRAWINGS I' 7V 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 PLAN A-103 FOUNDATION PLAN B" ARCHITECT: A-104 ROOF PLAN JULIANNE N. OVERBY, RA A-105 FIRST FLOOR ELECTRICAL LAYOUT PLAN �b", - - 2452 PULLIAN STREET A-106 SECOND FLOOR ELECTRICAL LAYOUT PLAN JACKSONVILLE BCH, FL 32250 A-200 EXTERIOR ELEVATIONS jnoverby@att.net A-300 WALL SECTIONS AND DETAILS � Hu. 904-704-8628 ph ty 154 OCEANGATE DRIVE ( UNIT �/'�'��) A-301 STAIR SECTION AND DETAILS BEACHES 150 OCEAN GATE DRIVE UNIT ' B' HABITAT FOR ( ) HUMANITY 797 MAYPORT ROAD 146 OCEAN GATE DRIVE ( UNIT 'C,) ATLANTICBEACH, F� 32233 (904) 241-1222 FAX: (904)241-4310 142 OCEAN GATE DRIVE- UNIT ' DARCHITECT: Julianne N. Overby, RA �I ATLANTIC BEACH , FL 32233 Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnovexby@att.net F4 AR-0017060•PL ID-4621 aoovo � Imm H H M QUAD12LEX - BUILDING TYPE Z Z Z Z N 2 STORY, 3 BEDROOM > ? ? M ch I ATTACHED SINGLE FAMILY HOUSES > j > ; L PERMIT SET. Uj UU w w DATE ISSUED: MAY 2, 2016--.. 0 0 0 0 � AREA CALCULATION SUMMARY Z Z Z Z H _ QQQQZ Uj Uj LU W < I BUILDING AREA (A) BUILDING AREA (B) OFFICE COPY i Q 0 0 0 O O O ~ FIRST FLOOR A/C: 56%5 SQ FT. FIRST FLOOR A/C: 805 SQ FT. 44o W N Q _ SECOND FLOOR A/C: 6Q5 SQ FT. SECOND FLOOR A/C: 553 SQ FT. � _ In W q* � TOTAL A/C: 17170 SQ FT. TOTAL A/C: 11358 SQ FT. REVIEWED FOR CODE COMPUANCF* CIN OF ATLANTIC BEACH GARAGE: N/A GARAGE: N/A SEE PERMITS FOR ADDITIONAL PROJECT TYPE: gUADPLEX REQUIREMENTS AND CONDITIONS FRONT PATIO: 1 0 SQ FT. FRONT PATIO: 99 SQ FT. REAR PATIO: 5 SQ FT. REAR PATIO: 40 SQ FT. p�v,EwEo e,r: 1'Y�l� a rE:I°� � DATE ISSUED: MAY 2, Zoos �— REVISIONS: STORAGE: 5 SQ FT. STORAGE: 25 SQ FT. BUILDING CODE SUMMARY BUILDING AREA (C) BUILDING AREA (D) CODE JURISDICTION: DUVAL COUNTY � FIRST FLOOR A/C: 805 SQ FT. FIRST FLOOR A/C: 565 SQ FT. FLORIDA BUILDING CODE - 5TH EDITION SECOND FLOOR A/C: 553 SQ FT. SECOND FLOOR AJC: 605 SQ FT. OCCUPANCY CLASSIFICATION: R: RESIDENTIAL SHEET TITLE TOTAL A/C: 1 ,3 8 SQ FT. TOTAL A/C: 1 ,17o SQ FT. TITLE SHEET GARAGE: N/A GARAGE: N/A CONSTRUCTION TYPE:. TYPE V-B (WOOD FRAME) FRONT PATIO: 9 SQ FT. FRONT PATIO: 120 SQ FT. AND REAR PATIO: 40 SQ FT. REAR PATIO: 55 SQ FT. SPRINKLED: NO SITE PLAN STORAGE: 5 SQ FT. STORAGE: 25 SQ FT. FIRE DISTRICT: NO ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES SHEET NUMBER WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING A�OO MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET LOT AREA: THIS BUILDING I A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. (351-011). BUILDING COMPLIES WITH T E SEPARATION REQUIREMENTS SET FORTH IN FBC BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 26'-3" 2004 - 704.4 . PERMIT �� SET ABBREVIATIONS: r GENERAL NOTES: AC AIRCONDITIONER OHC OVERHEAD CABINETS UC UNDERCOUNTER 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FERE RETARDANT-TREATED PLYWOOD. AFF ABOVE FINISHED FLOOR OPNGOPENI G VOL VOLUME 2. PROVIDE 1 HR. FIRE SEPARATION BOTH SIDES PER DESIGN NO. JH/WA 60-09. AHU AIR HANDLER UNIT OPT OPTIONAL WC WATER CLOSET SEE BELOW FOR DETAIL. CH COUNTERTOP HEIGHT R&S CLOTH S ROD AND SHELF WD WOOD DR DOOR REF REFRIGERATOR WH WATER HEATER j BLOCKING NOTES: DW DISHWASHER SD SMOK DETECTOR RBLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 FLR FLOOR SGD SLIDINGGLASS DOOR 1. INSTALL GRAB BA HB HOSE BIB SH (#) SHELVES (QUANTITY) BLOCKING TO BE LOCATED AT 36" CENTERED ABOVE FINISHED FLOOR. I ( MC MEDICINE CABINET MIR MIRROR ff STAIR NOTES' MTL METAL 73-0 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) SEPARATION SEPARATION ,SEPARATION WALL WALL WALL 1 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) 201_011 16'-6" 16'-6" , 20'-0" 5. TOP OF HANDRAIL INSTALLED @ 34f - 38"ABOVE FINISHED FLOOR/ TREADS AS I MEASURED FROM NOSE OF TREAD. C + WINDOW SIZE NOTE: A-200 h 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE man"Bea Hab tat GROUND AND 5.7SF OF THE SECOND FLOOR. 101_0,161_`+11 61_61' 10_0111jI I i 0 - I ❑ O O - BEACHES PATIO W;V � UTILITY UTILITY � N PATIO o HABITAT FOR #mom NO. JOWA v y+ y �} �;..� tT•3 r. ,., .. ... #; si.rl/E� t33P V - 31-611 / 21-511 41-811 /2668 s'CLG. I s'cLG. 2668� 4'.-8" 2'-5" 3'-6" `t � E_- _ HUMANITY I I 1 I 3052SH I 797 MAYPORT ROAD 3052SH 0° C) / 1 o'I ATLANTIC BEACH, FL 32233 TRASH W I co TEMPERED TEMPERED M I & A/C Lj ( EGRESS I EGRESS 1 (904) 241-1222 FAX: (904)241-4310 , � i TRASH � _ xI & AIC o ► C) _ p I _ BEDROOM #1 = - BEDROOM #1 _ I _ b- m i I �t ' ARCHITECT: i J I _ 8 CLG. _ _ 8 CLG. N N 1 I 1 � i I 41-611 4-1011 71-211 71-211 41-1011 41-611 I 9-Off11'-0" Julianne N. Overb RA , p�aat >� .W"T�X. s � „ I ' 1-3+` 7. 1-h. T W 1 .ai�li s t ir> �.. .ar;i-1 I+e a � . _ Architectural an Interior Des ' d Design vm�ati�ia�, o l- i ".Tyv$X.: . �:NV �spaced 7 iv-, �) 1 1 1_011 9+_0++ U_I ( 9 II t �€ 5068 5068 3 6 Julianne N. Overby,R.A. > 511x" ckR v .�i� � ��' t � BIFOLD I (FOLD � \ / 2452 Pullian Street 1 N 1 CLOSET ;n Ln CLOSET IN Q Jacksonville Beach, Florida 32250 Wil 3068 — — _ — I r — — — / 3068 W W 904-704=8628 PATIO 2 p -_- R&S N R&S I --__ __ - I p W PATIO Email: jnoverby@att.net i Z I I Z _ FL.AR-0017060.FL.ID-4621 j N A-300 w I _ ❑ MIR ATH OOM ROR ❑ I w O cel ' 4 � r n 1 " Cn I N 8'C G. 8' LG. _ � 000 J N I Ul 2 m /^t /�\,61-41100 MIN 3-10 9-10 0 = 42to co %0 42"VAN I = ° �r M m I M m I TRASH & AIC _ T Q 31 ff 51_41 VAN ITY 1 � 51_411 / 31� 011 I. \ `I TRASH & A/C 1 41-611 31-211 31-21' 41-61' 1 1 M i I M / H H H 1 MINIMUM — E CO o __� � PRE-FAB ' PRE-FAB � I lM _ _ Z _ = I O \ HOWE / O _ I_� Z Z Z UTILITY ` d. 3 x3 'a 37 x 'd / I o 1 t UTILITY D N 8'CLG. I � - I 3068 `� CL R CL R / I N �� �/ s'cLG. c� REF 1 U - -__-� [_= 3068=__ I U REF I( d- 61_011 J =I W � W � 2X6 WALLO PANTRY I PAN RY p f — LL 8'cL 4 ❑ 8'GLG. ;d. REF U tet- R F co �. I_ IIIIIIaaIa .+ WOOD FRAME CONSTRUCTION > > °� E A � � _ - � ❑ � _1 I= U I REF � ❑ I \_ _ -�.� 0 � � _ - cm3. ) H 1R = z o tV - In o JO T N I o I = 1 N r- CSO J i `" CO N ID ~ = S E � CODE COMPLIANT UJINDDI, INSTALLATION METHOD CFSC R S rD 7 d to — - I o u- o o I - z cq 37" 8" WEATHER RESITIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. Q tYI KD U) d- m 81_2" I 1 81_61, - M FLASHING APPLIED Q&K THE FACE OF THE MOUNTING FLANGE. EAR 0- 0 m U I 0 a CLEA i A-200 KITCHEN -1 KITCHEN �� SECTION A 21_41, W W O>N WATER$HEDDIN2 FASHION, 1F#IROUGH WINDaW JAMB --- -- STARTING AT THE BASE OF - O ❑ 3068 s cLG. 1 U C H E N o v I 8'GLG. f--�g 3'-2" W W _ _ 11immomi � FM THE WALL t WORKNG TOWARDS , = W � 1 = I I = I = THE TOP,"TALL WRB � (Y � Lf') g � � � � "' \ 0 T �OF" SEALANT BEAD � W BATH ROO M = I o ' I KITCHEN I o l = BAT o APPLT SILL FLASHNa(4db") BEHIND MaW�TM2 M a DW o o ,,�, ❑ _ - BATHROOM Q Q Q Q 8'CLG. ❑ ���\ o o , -1 c� LO FLANGE. N 8'CLG. I ---- � U U �; ❑ APPLY BEAD OF SEALANT ---- LL , I I W � I I � .. N � � '°� 8'CLG, o to Q AT I9ACfC of WINDOW H VAC o > t,L , _ = C0 tD I FLANGE TO HEAD 4 BOTH — — — — — — — o 7 C 1 o I o I S o > _O HVAC — — — — — — — A-200 JAMBS.APPLY A SEAL.THE WINDOW FR4ME TO OPENING. - 14' D ISCO-rTINIJ"BEAD TNOG AP�7'A%"NOM.DIA.To THE BACKSIDE —� __ _ I O W o o I I o o DW O m " (INTERIOR)OF THE WINDOW FLANGE,IN LINE —— Z z z (2)Z GAPS. 2X6 WALL WITH ANT PIKE-PUNc+ D HaLE9 aR SLOTS. __� H J CV 2X6 WALL .- W;y _,J M , 21_6" 71_4►, r n a (g�s>=T Wrru�oW uslr�P�HEAD � 7'-8' LG. I 7-8 G. 4,_2 SCREWS TO FACILITATE m FLASHING 41_21 71_099 21_611 INSPECTION. $EALaNT BEAD BETWEEN WH H AC WH — — — — — — WH _ HV C WH W Q FLA J1 APPLY JAMB FLASHING FLASHING AND MOtIhITMG FLANCaE. APPLY CONT.$SAL TO THE MOUNtINCs FLANGES AT _ — — — — — — I THE TOP(HEAP)AND$IDES(JAMBS)OF WINDOW. - i " 1 11 1 „ 1 n 1 " t n r / n � ❑ tJC.� VJ APPLY$EAp OF SEALANT EMBED JAMB FLASHM3 INTO SEALANT AND FASTEN ''-I ❑ -1 4-2 4-2 5-8 2-6 12-6 6-0 4-2 3'_10 L MEC H AT HEAP IN PLACE. (Fl.A$HING GOES OYER.SEALANT). ., MECH o W � � dco- CD APPLY HEAD FLASHING 7'-8'CLG. o > o W o _ 0 O 0 r N tL N S W T 8'GLG. O $REMOVE PREVIOUSLY APPLIED � _ C FLAT OYER HEAD FLASHING. _ _ GREAT ROOM ' GREAT ROOM o m '� WE,ALLOWINCs WRB TO LAY p In N (� APPLY NEW SHEATHING TAPE TO G TO RAG - OVER DIAGONAL cxrT-SEE SECURE WRB 8'CLG. 8 � � �'8 8'CLG. Ln L0 4110 qt DIAGRAM. t AT HEAP 7 C) VAR ES 7 VARIES CO r TM t� r 6 i 21_`+11 '—1 oil ® � 4r_ „ 21_20 N 6 jJ I © � - o 5 J Q Q 5 I o N N PROJECT TYPE: QUADPLEX ti FLASHING AT HEAD EXTENDS I" 8 LO I Q (� Q L) I I U 8 / BEYOND JAMB FLASHING, _ _ _ I 4 r' 3 Q o a p 3 NISSUED: MAY 2, 2016 ' P 2 6 Q ,'" AHEAD FLA +L 6 2 1 4 o -1 SEALANT \ / I EMBED BOTTOM OF THE HEAD J a �/ > , �/ ..1 REVISIONS: FLASHING AGAINST THE f"MVIOUSLY 5 J 1 I J 5 ; f APPLIED SEALANT!FLASHING GOES Q Q 1 Q Q 1 Q i ' A+�BE EXTEND HEAD 4 I a GREAT ROOM GREAT ROOM = a a I I 4 FLASHING.FASTEN IN PLACE. r I 3 I CU ¢ _ $'CLG. 8'CLG. cv I Ed J O 1 3 E f f' 2 I � � V 2 I 1 5 FkASHIwa � a � EXTEND JAMB FLASHING TO / .. I I i OY£RLAP SILL FLASHING TUCK TOP , OF JAMB FLASHING UNDER THE FLAP I OF WM AT THE HEAD.SEE DIAGRAM. ���� \ I // SEALANT ❑ I � W CV - 00 �. I _ _ - / U) of I SILL FLASHING I Q _ Lo a d' O A-300 0 40 / -' a .. SHIM AND ADJUST WINDOW TO ACHEYE SQUARE, W 1 c� 1 2852S 2852 H 2852SH 2852SH�t / N02 PLR) ,AND LEY9E1.CONDIT,«,► uWsE CORROSION T MPER TEMPERED `- W SHEET TITLE 0 ! RESISTANT FASTENERS. FAST04 WINDOWS PER N i- I r I TEMPERED TEMPERED N O WINDOW MAR FACTUIRER SPECIFICATIONS !9b'aff90� (� P WEATHER RESISTANT '-2" 4'-Off 31-211 6'-8" CO\ 2 31_2,9 41_0,. 6'-2" FIRST F g• ) s BARRIER -WRB C) o / ( c I AT A 4b DEGREE ANGLE,CAIRMLLY CUT THE M , co SEE NOTE 2 0 I BARRIER O A DIAGONAL...GENTLY RAISE Tim M _ FLOOR PLAN TOP EDGE of THE BARRIER"PAN"TAPE THE 2 3 SEE NOTE 2 I 1 H R. FIREWALL , i f TOP C.AFtNEWR$ AND CENTER To THE EXTERIOR uI4B$WFACEABOVE. 1-0111 HR. FIREWALL 852S852SH I BOTH SIDES , r1 INTERIOR Y1E�1 1 A-301 A-301 R _ 1 -0 ' TOP LEFT CORNER OF WINDOW o BOTH SIDES TEMPERED TEMPERED & 1 -1 d, 2852SH 2 52S 61-8" _ - M TEMPERED TEMPERED r � r -� '`t i �-i I-❑-I 10-1 21_8„ 41_0„ 31_2rf 61_811 ❑ CV GENERAL NOTESW 61_811 31_211 41_0,1 21.811 ❑� LEI L p J LJ LJ7v 1 „ NOTES: � fr 11 1'-0" SEE NOTE 2 1 -0 rr 1 11 1. Bashing to be fte)able self-adhesive type I min.4"wide) 10-0 10-0 FRONT PORCH 1 HR. FIREWALL FRONT PORCH 10-0 10-0 0 I- BOTH SIDFrS� r r SHEET NUMBER sill pan Bashing Ito 2. cower sill to at least depth of window,plus T onto face of wrt M sloped surface EJ LE ❑J LQ t optlo�ll 3. the pan shall direct water to the exterior over sill Bashing 1 1-0" 1 t_O1, 1 9-Orf 1,-0" sill plate 4, install flashing around remaining window unit - ...... OFFICE COPY 5. weather resistive barrier to form water shedding laps ; see note SILL PAN FLASHING weather resistive NTS (optiona i} UNIT 'A' UNIT B` UNIT 'C'barrier UNIT 'D' I wall sheathing Prepared b9 BOAF First Coast 0mptWlx -1,-�mi3 1 FIRST F PLAN A ,� 1f _ 1 11 PERMIT A-101 SCALE: 1/4 - 1 -0 A-200 � � SET ' 4 I I I FNERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER R&S CLOTHES ROD AND SHELF AFF ABOVE FINISHED FLOOR REF REFRIGERATOR AHU AIR HANDLER UNIT SD SMOKE DETECTOR BLOCKING NOTES: CH COUNTERTOP HEIGHT SGD SLIDING GL SS DOOR 1. INSTALL GRAB BAR BLACKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 DR DOOR SH (#) SHELVES (QUANTITY) BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DW DISHWASHER UC UNDERCOU TER FLR FLOOR VOL VOLUME STAIR NOTES: HB HOSE BIB WC WATER CL SET 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET WD WOOD 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR WH WATER HEATER 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MTL METAL 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) OHC OVERHEAD CABINETS 73'-0" i, 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS OPNGOPENING M NOSE OF TREAD. OPT OPTIONAL SEPARATION FROM it SEPARATION „ SEPARATION 11 MEASURED _ _ � _ B - _ 16 6 20 WALL WALL 16 6 WALL 20 0 WINDOW SIZE NOTE: ' 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH I AND NTHEGROUND O _........._................._._............._ w..... ab- t ..................._._......................................................................................_......,a........._......................_......._..._........_._..._._..............................._......_....................................._........._................,...._........_............................._.w., FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENINGz.................................................................................................................................... 5.7SF OF THE SECOND FLOOR. for u � a a j a BEACHES i I i HABITAT FOR I a a HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 I (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA I Architectural and Interior Design ; r I \ Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 M.a. N.r.... ..... ..._ w. ,....:.a.....a .. ...................., g a II.....�._��,�..�_M.��._.�._�...��.wm�.W..�.�..��..w�..r.�m�.�_.�.�..�...�.�.......W...._.��.�._...�...�..a-....._w...a�.��...�.. n 904-704-8628 � 11 1 11 v' tia 1 " 11 1-611 _ 11 3 Email: •noverb att.net t 6'-6'1 61-1011 6-8 6-6 -6 . 6-6 6-6 3 6 61-611 6'-8" z 61-1011 61-611 y� a1z I/ a = FL.AR-4017060.FL.ID-4621 3052SH 3052SH 3052SH ' 3052SH 3052SH 3052SH 3052SH 3052SH TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED ;TEMPERED TEMPERED TEMPERED z _ EGRESP p S EGRESS EGRESS_ EGRESS ____________ ____________ EGRESS EGR SS____________ __ _______ EGRESS EGRESS � M ' ( I T N 9'-10" 10'-2" 3'I- " 13'-4" 13'-4" 31-.211 10'-2" 9'-1011 1 0" Z Z T D 71 BEDROOM #2 BEDROOM #1 I - co �'�' %•✓ 0 BEDROOM #2 ao BEDROOM #3 cn I p s'CLG. I s'CLG. p I cn BEDROOM #3 ao BEDROOM #2 W J � 00 J � O 00 J � _ W W W W N W 8'CLG. 8'CLG. i I I o O r' t' o Q 8'CLG. 8'CLG. C-4 W L > > > > � � I In m r 'gym 100 N IN r� 3-10 1 _ _ 0 i 11 , i 3'-10" I'' ~ �� �� � 3'-10" _ 3'-10" Q , /"\�068 �,T - 068 v �' 306 - 306 W W T o _ o o�/_ M n _ UJI 00 RIFO � 3° - �� 3, - � M R&S �' - R&S — — R&S N I— R&S ATT C _ ATTIC ACCESS I A IC I 0 I 10 ( A IC I _ I ACCESS I 0 4 — - __- _ ACCESS , p AC ESS I— — _ _J = w r= N 3068 �—cs —� •� I 1 -' — —I 3068IN w CIO IN31_411 co 3'-10" 3'-8" 2'-011 6,_Qil / _ ' 13 15 10 n � 15 13 _ \ 61_811 21_0,1 31_Q11 3'-10" �''� 3'_411 a. T Z Z (J _ 12 Nw Q ' _ , 12 4•_ �� �_ ��� I� � �I � _ 0° 41 �� _ � � 15 _ w Z 15 I = = 6 8 0 I 14 — I1ATHROOM I ( � BATHROOM 14 W W W W 8'CLG. 10 = J ----- o = 1� 8'CLG. I J 13 I 9 I o0 _ M � IU) g ' 13 _ - - -- - 0 ------------ F---- ---- N O i 12 I o 8 ( m 3068 \ 3068 m I 8 o I^ 12 O0 7 - / — i — � 7 i 0 - 0 L 10 U 0 ON p i 10 1 3: Q - VERIFY i 6 I o _- 00 � 6 VERIFY C) 2 9 LL co TUB R.O. co p cD c� o p I TUB R.O. N 9 LO U 8 I — 5 = 1 ' m ( � 5 , 8 r TM IT= !� 1 7 4 "' 1 BATH RO TH ROOM I 4 7 4 3 8'CLG. 8'CLG. 3 0' 0 6 I o / r , \ 0 1 6 PROJECT TYPE: QUADPLEX j °° 5 I o o I�. o VERIFY VERIFY o `'''! o I 5 \ r I �� DATE ISSUED. MAY 2 2016 4 cn I o O r TUB R.O. TUB R.O. o I � 4 ' i FO N , cv , d' m I REVISIONS: 3 I MASTER MASTER 3 BEDROOM BEDROOM 2 9'-411 31_611 2,_ II 8,F 31-611 g1_411 � i CLOSET 0 s'cLG. (' V s'CLG./1 71 71p CLOSET 8'CLG. o O _ 11U) cn _ oo O 8'CLG. I U � I Nm �' _ 0 I � , � i 0 , d- Nm I � t `O BEDROOM #3 o o I 100 o o BEDROOM #2 LO L_ 8'CLG. 47 0 LL I I 0 LL 8'CLG. I R&S m 1 I m R&S ; 2X6 WALL h 2X6 WALL 30529—H 3052SH 61_811 TEMPERED TEMPERED = (30503fl— —3052SHI TEMPERED TEMPERED 61_81 SHEET TITLE EGR SS WINDOWS -1 ( I o EGRESS WINDOWS �- SECOND 3052SH- 305 TEMPERED TEMPERED 5 3052SH FLOOR EGRESS WINDOWS TEMPERED TEMPERED EGRESS WINDOWS PLAN € 1 i 101_011 31_611 61_611 61.611 31_6" 61_611 61_611 31-611 61_611 61_611 31_611 101_091 I ,— 11 161_611 161_611 20-011 20 0 SHEET NUMBER OFFICE COPY UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' 1 ECON D FLOOR PLAN- PERMIT A-102 SCALE: 1/4 = 1'-0" SET SLAB NOTES: 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM LEGEND: EL. 0'-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED -4" INDICATES ASTEP-DOWN OR RECESS IN �� CONCRETE SLAB W/ MINIMUM DISTANCE FLOOR ELEVATIONS. DENOTED 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING INDICATES SLOPED CONCRETE SLAB @ 1/8" PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SLOPE/ PER FOOT (MIN) VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. 3. 4113,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) I i CL SEPARATION CL SEPARATION CL SEPARATION 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS WALL WALL WALL r " r " r rr , " _ ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. 20- 161-611 161-611 20-0 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. h /211 1211 6. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE Habi., "tat 16r_5y2rr 16r_5�2rr FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) 1 1 Y2 Y2 " rr " 1 n " n " NOTE: ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE ------_--- _____ ____ ------_--- BEACHES I � I r n � I r +r � I CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF o EQUAL EQUAL 6-6 6-6 EQUAL EQUAL HABITAT FOR TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. ( oW I I I ( a I 0 0 a HUMANITY I IT W n - I I _ -i W 14iiB797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 SLOPE SLOPE 1 I i a ARCHITECT: I 1 I I I 1 00 Julianne N. Overby, R.A. Architectural and Interior Design 1 1 1 r_On ( \ I I ' I I / 1 1 1 r_O" 1 11 { /2 ( ( I ( /2 Julianne N. Overby,R.A. rr 1 \ ( , 2452 Pullian Street __ \ I ( ( / ——–� Jacksonville Beach Florida 32250 i I I I J � � - � 31_611 \ I I / 31.611 —, 904-704-8628 3 ' Email: 'noverb att net � W I 8'-11 Y2" Y2" I( I I I( 1/2 8'-11 FL.AR-0017060 FL.ID-4621 0 I Ilw 2 N I cJn I I I I 1 oc II 1 I �, i-.► WIN W l � I I IIS I 1 � 1I I I co i 1 --W --- -� 11w I I wI1 r I I _ I 1IQ I I Q1I I`_° a �I I I 1 1 0 M 1 1 I = 1 1 SII 1 r) o wl IIa 1 1 all Z Z Z Z N _ I10 I I 011 N 00 ~ _�_ M E I / I r F- I I o I 1 .I 1 , I I 1 z 1 1 zl I 1 W W W 10 I I 01 L.L. I I 10 0 I I I t 1 , 1 I I a 1 1 �? 1 ��, 1 I I o 1 � 1 W �� 1 OJ�.Q I 1 I ° I I o I w Llj W WLU I , CL JV k, I � �) h � � I _ • I Q Q Q m 7�- G�O Z Zz � 1 � ,0 1 Q Q Q a Z I I I 1 1 1 1 `IV 7 i W W LU LU Q 11 1 I I I 1 I I I k I 1 V � V � I I V � I I I I 1 1 �� I V C) I o 000 �- , o co 1 1 1 I I I 1 I ch we O to N I I I I 1 I I I Lf) LO d' Re I +0' 011 I i I I 1 1 +O'-Orr !- 111 � I FINISHED I ( 1 I l i FINISHED I FLOOR I I 1 I I I FLOOR I PROJECT TYPE: QUADPLEX NAVD FFE = 14.46 I 1 +0'-0" ( I +0'-0" ( ( NAVD FFE = 14.46 ( DATE ISSUED: MAY 2, 2016 I 1 I i I I I FINISHED I I FINISHED I ( ( REVISIONS: I I FLOOR I ( FLOOR I 1 E NAVD FFE = 14.46 I I NAVD FFE = 14.46 1 1 I I 1 1 1 ISI 1 I I I 1 I I I I I --------- -----------� I 1 1 I I ( SHEET TITLE FOUNDATION N I 1 1 1 N � i W PLAN a- -0'-1/2„ -- 1 -0'-1/2" a- o °jVL------------------� -j - 1 � C N CD N ❑ ❑ ❑ a -0'-1/2" -01-1/211 w ❑ ❑ ❑ O 0 cn cn SHEET NUMBER ❑ ❑ ❑ ❑ 1 " EXPANSION MT. 1 Y2 EXPANSION MT. 1 EXPANSION MT. 1 EXPANSION MT. FICE C - 19'-1111 16'_511 16,_511 19'-1111 i UNIT ' UNIT 'B' UNIT 'C' UNIT 'D' 1 FOUNDATION PLAN- PERMIT �A-l03 SCALE: 1/4" = 1'-0" �T SET FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER (PROVIDE ADDITIONAL 15# FELT LAYER @ 2:12 SLOPE ROOF) PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL INSULATION BAFFLES BETWEEN ROOF SLOPE 12 EACH TRUSS VARIES HURRICANE CLIP @ EACH TRUSS SEE ROOF - SEE STRUCTURAL DRAWINGS PLAN FIRE BLOCKING BETWEEN TRUSSES WITH 2 INCH NOMINAL LUMBER FROM TOPE PLATE TO UNDERSIDE OF ROOF DECKING. SLOPE CUT THE TOP OF THE BLOCKING TO MATCH CL SEPARATION CL SEPARATION CL SEPARATION WALL WALL WALL THE ROOF SLOPE. SEAL VOIDS AND I PENETRATIONS WITH FIRE CAULK AS ."b% a REQUIRED BY CODE. )a-v V 2 2x PLATES - SEE STRUCTURAL EXTEND FIRE SEPARATION METAL DRIP EDGE OVER METAL ---- BEACHES WRAPPED 2x6 FASCIA R-30 MIN. BLOWN-IN VENTED VINYL SOFFIT _q" Typ, INSULATION HABITAT FOR � INSTALLED PER 1/2" GYPSUM WALL BOARD. MUD HUMANITY MANUFACTURERS SPEC. / AND TAPE ALL JOINTS AND __ ___ _ ______ _________ 797 MAYPORT ROAD VINYL "F" CHANNEL FASTENER HOLES. SAND ALL ATLANTIC BEACH, FL 32233 SURFACES FLUSH. (904) 241-1222 FAX: (904)241-4310 I R-19 BATT INSULATION 12z ' z 12 3 LL> > LL 3 HURRICANE ROD SYSTEM 0 w w 0 1 ARCHITECT: i SEE STRUCTURAL DRAWINGS Ist00 0 0 °� r�A� SOFFIT DETAIL Interior Julianne N. Overby, RA _ Architectural and Lnterr D � A-104 SCALE: 3/4�� - 1'-011 �— > o- FIBE GLASS FIBERGLASS Julianne N. Overby, R.A. 2452 Pullian Street _—_—___————_ AS HALT ASPHALT �———————————————, Jacksonville Beach, Florida 32250 j F SHINGLES SHINGLES I 904-704-8628 j w ( I I Email: jnoverby@att.net I Q I I FL.AR-0017060.FL.ID-4621 1 I o I ICN CN I NMETAL ROOF EXTEND FIRE EXTEND FIRE METAL ROOF r 1 I BELOW SEPARATION SEPARATION BELOW Z z Z I I %#..r %ftwo 1 NO PENETRATIONS NO PENETRATIONS NO PENETRATIONS 1 WITF IN 4'-0" OF THE WITHIN 4'-0"OF THE WITHIN 4'-0" OF THE W W W W { 2 HR FIREWALL 2 HR. FIREWALL 2 HR. FIREWALL I > > > U r 1 OC N I a I 1 W W W W ( FIBERGLASS I Q Q Q m 1 ASPHALT I SHINGLES (, (D 0 4'-0" 4'-0" 4'-0" 41-0114._0.1 4._0., I Z Z Z Z 48" OFF 48"OFF I Q z I RIDGE VENT RIDGE VENT Q I W w w w I z Z i U U L V J U_ >RIDGE '�U. > ( 0 Q0 a w 00 12 I 12 ;0 00 boo I O Cts N 4 w 4 ( (�'� L0 d' b' EXTEND FIRE I I EXTEND FIRE T T TTM SEPARATION I N N I SEPARATION I I PROJECT TYPE: QUADPLEX I I DATE ISSUED: MAY 2, 2016 I FIBERGLASS I REVISIONS: I ASPHALT I SHINGLES I ' I Ii 12 12 I 4 4 ! I , I SHEET TITLE FIBERGLASS FIBERGLASS ~� I ASPHALT ASPHALT ROOF SHINGLES SHINGLES i PLA N 1 I N META ROOF ---------- METAL ROOF—/ N I I r BEI OW EXTEND FIRE a BELOW i SEPARATION _ ____-- — EXTEND FIRE EXTEND FIRE -------------- -- --------- SEPARATION SEPARATION N METAL ROOF—/ SHEET NUMBER BELOW N METAL ROOF--\\ -------------------- BELOW 1 1 -------------------- OFFICE COPY . i UNI 'A' UNIT 'B' UNIT 'C' UNIT 'D' 1 1 ROOF PLAN PERMIT A-104 SCALE: 1/41f - JI-001 SET ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. ■ 110V DUPLEX-AFCI OUTLET 10 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET -69- SWITCH -0121- SWITCH-THREE WAY ules, Bea o- 4PUS H BUTTON SWITCH ® DOOR BELL CHIMES 'e. I I 'Habi 0-4 CABLE TELEVISION OUTLETftr Huluanity i LIGHT FIXTURE-CEILING MOUNTED 20 XHHW AL .(�.� LIGHT FIXTURE-WALL MOUNTED BEACHES Y � SMOKE DETECTOR-CEILING MOUNTED HABITAT FOR o � a SMOKE DETECTOR-WALL MOUNTED HUMANITY 150 AMP PANEL 797 MAYPORT ROAD ELECTRICAL METER ® EXHAUST FAN ♦ i ATLANTIC BEACH, FL 32233 AND 150 AMP BREAKER � �� (904) 241-1222 FAX. (904)241-4310 o ELECTRIC PANEL U13C LIM 3"CONDUIT, RUN TO POLE l] QUICK DISCONNECT 7�1 EXTERIOR WALL ELECTRICAL SERVICE RISER I I ARCHITECT: 000FLOOD LIGHTS - DUAL HEAD / I Lfq'HT 4�\ LIQPT I juhanne N. Overby, RA Q (PRE 1'x4' FLUORESCENT I WIR ) ( IRE FAN) Q I Architectural and Interior Desi n CEILING MOUNTED LIGH I 1 :0I g FIXTURE `\ `� Julianne N. Overby, R.A. V V 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 i Email: jnoverby@att.net O / � • FL.AR-0017060.FL.ID-4621 0000% 0000ft% FM I I Q m V 1p 49 FL_ o � o ♦ I M ' I I zZZZCV ---�— IM N - -� - ... M 000, ♦ i , / [� �, AL I - WWW J - W> > > > um\ I _ IM / I I � C0 WWWW ao ° F F= FM0 0W a VV aaam 01 Z Z Z Z � '� I Z - - - HVA I I VAC - - - - - - % W W W W Q � o I I o � J I I V V 0 V L WH H AC H W HV C WHCD CIO 04 Q Lo Lf) qq qe PROJECT TYPE: QUADPLEX DATE ISSUED: MAY 2, 2016 0 0 REVISIONS: ► I � I � LIGHT I I LIGHT (PREWIRE FAN) I I 1 i (PREWIRE FAN) /> I ► ' 14 ( LIGHT LIGHTirk 1 I 1 (PREWIRE FAN) (PREWIRE FAN) 0, TO LIGHT > ' n TO LIGHT /, I V ABOVE ,/ '/ ABOVE v ♦ i \ / / SHEET TITLE \ ♦ / ♦ >A." HTTOL � G FIRST FLOOR ` qg E — \ — A OVE / 0 ELECTRICAL A/- LAYOUT PLAN &,000'I I r�� r�� NJ � r� SHEET NUMBER LJ LJ LJ LJ OPY r� r� E rL_j L�J �J L�J i UNIT 'A' UNIT 'B' I UNIT 'C' UNIT 'D' 1 FIR$T FLOOR ELECTRICAL LAYOUT PLAN. PERMIT A-105 SCALE: 1 4" = 1'-0" SET 1 . ELECTRICAL NOTES: 1. 1N FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 110 VOLT DUPLEX OUTLET-WEATHERPROOF 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 110V DUPLEX-CECT OUTLET I 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18 ABOVE FINISHED FLOOR. I 110V DUPLEX-AFCI OUTLET {{( 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET -69- SWITCH -64 SWITCH-THREE WAY o--i PUSH BUTTON SWITCH I ® DOOR BELL CHIMES ;. E 0—+ CABLE TELEVISION OUTLET . , - LIGHT FIXTURE-CEILING MOUNTED I I 20 XHHW AL LIGHT FIXTURE-WALL MOUNTED BEACHES y Q SMOKE DETECTOR-CEILING MOUNTED � �_ ! HABITAT FOR i I f z HUMANITY SMOKE DETECTOR-WALL MOUNTE 150 AMP PANEL 797 MAYPORT ROAD t EXHAUST FAN ATLANTIC BEACH, FL 32233 ELECTRICAL METER AND 150 AMP BREAKER � © ELECTRIC PANELS I (904) 241-1222 FAX: (904)241-4310 EL C 3"CONDUIT, RUN TO POLE QUICK DISCONNECT EXTERIOR WALL ELECTRICAL SERVICE RISER ( ARCHITECT. FLOOD LIGHTS - DUAL HEAD • Julianne N. Overby, RA 1'x4' FLUORESCENT Architectural and Interior Design CEILING MOUNTED LIGH } FIXTURE _ Julianne N. Overby,R.A. i 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: inoverby@att.net FL.AR-0017060.FL.ID-4621 a t m._ .._. mm, mmM . . .. . n . .. . • Z N z N I _ � � M ------------- ------------ ------------ ------------ ------------ -- - -------- J W W W W I db db db db > > > um �, �o o._, ►-.-o _ LIGHT I LIGHT LIGHT I LIGHT 0 L I G H � IPAI �LIGHT� Q (Pik I SAN) (Pk' I N) (P� IR AN) (P� IR : N) (PRE FAN} I I (PRE FAN) a q I Wwww W ' I I I aaaa Z Z Z _ � aaa { -, Wwwwa � —1 � I I � � —1 I I J � 00 a 0 R` OC� N _- I I I I _ , r r r r WITC WITC TO ELOW I i 0 TO SWITC I --- ----- ---� F - -- ----- -- I BELOW WITCH BELOW + \ BEL W PROJECT TYPE: QUADPLEX tT Lf ' DATE ISSUED: MAY 2 2016 10 I REVISIONS: 1 O I I 0 1 L i SHEET TITLE ' I SECOND FLOOR LIGHT I ' I LIGHT� ELECTRICAL (PREWIRE FAN) (PREWIRE FAN) ► ' I LAYOUT I I PLAN R UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' SHEET NUMBER OFFICE COPY I 1 FL R ELE TRICAL LAYOUT PLAN SE CND CJU C PERMIT A-106 SCALE: /4" = 1'-0" SET - � I I - - CUT 4X4 BRACKET INTO /-- ARCHED 8" COLLAR BEAM I ELEVATION NOTES: 1X8 FASCIA BOARD � 4" KING POST . 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I / I", - �, �� 'I :: 11 i - 11 I ___ - \ , " ! � I I I 1� H :1 11 III I �, - � i,, I I I 1i - ,I I I i! �, , .1 4i � I it , . - - i , , �� !I I I 11 I i , i I - , 11 i Ill- V i � I � � I � I I ! � I,", I �s , , i 1, il ! , i I P.T. 2x WOOD RAFTERS I , , I i � : �, � 1" I I � , I I � ! I � -- I � �� . : ii I � - I �� i !I :, �: � I I � I � I I I H �\ 1� � ;� I !; ii � I I &GIRDER(TYP.) � , � �� I , � ,I � P � �! il , ,� I , I , �, . i I I' I , I , , , , 0 , I , I � 11 " i! . I j I . P.T. 2x WOOD RAFTERS &GIRDER(TYP.) 11 , I " " � I 1� , I i i 11 I ! it 11 i � I'll I ll ,1 I � i� �� I � I � � � I , E :; I I i - I - I - , , ! I I il ii �i 11 I �j I i � � � - P.T. 4X4 WOOD BRACKETS (TYP.) , __ , I , � I I ___ , z, �� H � i � � I " H � ; , 1� � I I i! "'I = 1, � __�_ , P 1, i ,� '. P ; ____ I I �� 11 :I !� I � , I e� 1 1 I I , I ___ I 11 1, � fl � :, � I z I - -------- - - � 11 ,� !I � I ____ GLASS LIGHT EXTERIOR DOOR ii , I _Lf GLASS LIGHT EXTERIOR DOOR P.T. 4X4 WOOD BRACKETS (TYP.) I I 11 , , , , I I I , , - , , , , I , , ; , , , , I , 1� , , 11 I , 'I , , , I � L===j �� "I , � � 'N ;� U 1. � , t i , :� �� : 1� : I , , - I � 1 1 1�., I �i I � � I I , , , 1: ; 1i � � .,' " � ;� i " i, � � Ill I �� I � 11 I '. : � � z � I 1, ! I'll 1 I , ,� P I ; : , � � ,� �. 11 , I . � :� �� . " 1_1�1,` I � � , I . "' , I I ,I I � 11 1, "' � I " I I I � -, , , � ` " I � � I �� :! � i I 1 � I�, � 11 , i , I 1� ;� �, I ii I . I I , I : Ii I 11 -1 I I I I I I . I 1, : ; � I , , , I ,,,, , , I " 11 I , �1� , �� ,I " 1, I � �, � � , � 1 t ! N !� I � � I I " � . k � H I , I I 11 � I I , , - � 11 z L______j � D il �� I I �:� � . �� - , , - , " I 1111 I I 11 I I I -_,_j L_ I �i ........!!---L: � I I � 11 I I I'll 1 11`�', I ; � 111i 'I I 1U I LL_ 11 - I - __ 1�1 , 11 1, � 1: , I , 11 .11H � -, I 1i " I , I , I -1 I I 1 , , � � i I; �i I I 11 � , , , �' , " , : � , � , I 11 11 � i � � , , I I I " , , I I � , , �, , , 11 I I I , � " � � , I � "I , I 11 , , " � I , 1 Lj L-1 , I , -I Ill I , , ", - - IN i 11 ,!i 11 11 111--l'- I ill _11_� ___� �i I . , , � 1 i ': 1,11 - �, 11 � � . "ii 11 L I - 11 � - 11 11 L .1 - - I .- i - / I � I % - 1 � __ - 1�1 I "%L ----a - �:;& _' - I j -4 - - - . . .1 . UNIT 'D' 6X6 P.T. WOO COLUMN-i UNITV _"�� UNIT 'B' L_6X6 P.T. WOOD COLUMN UNIT 'A' 1� - ('C"'%'� REAR ELEVATION POST W/ 1 x8"RIM 1x4 CORNER TRIM -�� POST W/ 1x8 TRIM I � _. PERMIT F A-200 SCALE: 1/4 If = 1 I-Off LOUVERED REEN WALL GLASS LIGHT EXTERIOR DOOR LOUVERED SCREEN WALL I I , �LE 1. I I Z�� I I'll �,���-_ , ///� 4d17 4 , , , I^ , , , , .............. , , , , , , I I �\_11I I I 1 I _- I I �_, I , I, ""' , , I 11 1-11 I �­__ I ` ''I 11 I I I I- 1111_111`1_11 11-1-1-11111-- I "At I�_11 -11, Ll i'll k"'I"l- I I , ", '' T, I 1! , I I ,r; I r _,_�� I I b t , , FOR TRASH &A/C UNIT - - SET I ! . . i � I i i i i ATTACH 2" METAL C–CHANNEL TO TOP OF WW • OSB SHEATHING, USE FIRE–TREATED GYPSUM LINER PANEL H b:,'i-tat CL PLYWOOD WHEN AT A MINIMUMH - fbr ni* SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL PRE–ENGINEERED BEACHES -- — — WOOD ROOF TRUSSES FIRE RESISTANCE RATINGS — ANSI/UL 263 W HABITAT FOR V .K�l HUMANITY 44 _, Design No. 0336 NOTE: NO ROOF PENETRATIONS December 06, 1996 �_ 797 MAYPORT ROAD Exposed to fire from separation wall side only Q WITHIN 4'-0" Of FIRE WALL '•'� ATLANTIC BEACH, FL 32233 Y Nonbearing Wall Rating,– 2 Hr z ALIGN TRUSSES WITH INSIDE Finish Rating – 120 Min Z (904) 241-1222 FAX: (904)241-4310 { ; EDGE OF FRAME WALL A 6 3 A SEPARATION WALL: (Max Height – 44 ft) CONTINUE " GYPSUM WALL 1. Floor, Intermediate or Top Wall – 2" wide channel shaped with 1" long legs ARCHITECT: BOARD TO ROOF DECK NOTCHED R-30 BLOWN form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 1 Overby, RA AROUND WOOD TRUSS MEMBERS. ?� CELLULOSE O.C. Juh,anne N. APPLY INTUMESCENT COATING AT INSULATION 2. Metal Studs – Steel members formed from No. 25 MSG galv steel having . ALL PENETRATIONS. 1-3/8". Architectural and Interior Design "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 3. Gypsum Board* – Two layers of 1" thick gypsum wallboard liner panels, A Julianne N. Overby, R.A. icsupplied in nom 24" widths. Vertical edges of panels friction fitted into "H" 2452 Pullian Street I Y••• .• r•/•• \ ••• �. .•. Y shaped studs. 2 4 5 Jacksonville Beach, Florida 32250 s 1/2" GYPSUM WALL 904-704-8628 •ti BOARD CANADIAN GYPSUM COMPANY Type SLX. – yp 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 �'"� 00M%% 00"ft% FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) 2 4. Wood Studs – Nom 2" by 4" max spacing 24" O.C. Studs cross braced at •,• 6 V 0 (2) LAYERS 1" USG GYPSUM mid–height where necessary for clip attachment. Min 3/4" separation between LINER PANEL wood framing and fire separation wall. M R11/19 FIBERGLASS 5. Gypsum Board – Classified or Unclassified – Min 1/2" thick, 4'-0" wide, ' Z N BATT INSULATION 1" (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" r Z T T long steel drywall nails spaces 8" O.C. Vertical joints located over studs. q. q. D. T 1/2" GYPSUM WALL BOARD OVER #2 (Optional) Joints covered with paper tape and joint compound. Nail heads � �,..� `WOO SPF WOOD STUDS 16" O.C. covered with joint compound. J 6. Attachment Clips – Aluminum angle,. 0.063" thick, 2" wide with 2" and ILL 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and ' > > > > with Type "W" screws 1-1/4" long to wood framing through holes provided in 2 METAL H–CHANNEL clip. 1 � T T 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space " (3/4" MIN) AIRSPACE 23 32" T&G PLYWOOD METAL ANGLE – SPACE AS REQUIRED » » Q Q 0 SUBFLOORiNG GLUED AND clips a mas of 10 –0 O.C. vertically between wood framing and H studs. 6B, Clipplacement (Item 6) for separation walls up to 44'-0" high. Space 4 Q SCREWED OVER PRE–ENGINEERED t 2x SILL PLATE p 41 W T 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 "H" iSECTION ,-A Q Q Q m studs. Q i 0 (D 0 .*Bearing the UL Classification Mark Z Z Z Z �"_ PRE–ENGINEERED WOOD UJIWWT FLOOR TRUSS 0 U SEE STRUCTURAL DRAWINGS �r. 0 000 "61a 6 : .� otoN J Lin qq qe '- 1/2" GYPSUM WALL BOARD PROJECT TYPE: QUADPLEX Y• 2x6 STUD WALL @ 24" O.C. DATE ISSUED: MAY 2, 2016 1/2" GYPSUM WALL • W/ R-19 INSULATION REVISIONS: 12„ BOARD OVER 2x #2 SPF .063" USG ALUMINUM ANGLE CLIPS — WOOD STUDS 0 16" O.C. – SPACED AS REQUIRED NON-COMBUSTIBLE SIDING OR R11 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 z CONCRETE SLAB W/ 'PASLQDE' 1” (3/4" MINIMUM) OR EQUIVALENT ANCHORS 0 24" AIR SPACE W/ R-13 INSULATION FIRE RETARDANT O.C. MAXIMUM (2) LAYERS 1" usG PLYWOOD SHEATHING. EXTENDED s* GYPSUM LINER PANEL _ - SHEET TITLE 2x SILL PLATE W ,y _ _ _ _ 4' 0" HORIZIONTAL DISTANCE BOTH / OF SEPARATION WALL FOAM SILL SEAL . �: SIDES OF FIREWALL WALL . . ..,. : . :.; . ,.. . . .... USG 2 C RUNNER , ► ' SECTIONS �' 2" USG 'H' STUD • a . a a . 2X6 STUD WALL @ 241, O.C. a AND . • : � • ' - � W R-19 INSULATION Q Q A 11 / A • • a ,a (2) 1 USG GYPSUM LINER PANEL t . . . . ' ' • a. • .•. ' •a (SEE SECTION THROUGH DETAILS CONCRETE GRADE BEAM SEPARATION WALL) SHEET NUMBER CL (SEE FOUNDATION PLAN) SEPARATION WALL OFFICE COPY WALL SECTION- 2 PLAN DETAIL. A-300 SCALE: 1" — 1'-0" A-300 SCALE: N.T.S. PERMIT SET STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL 3 CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. P 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT ORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER NOW 716" OSB OVER / (PROVIDE ADDITIONAL 15# FELT LAYER @ 2. 12 SLOPE ROOF) PRE-ENGINEERED ROOF TRUSSES H- SEE STRUCTURAL 12 w �► II ROOF SLOPEHuml.. BLOWN IN CELLULOSE & INSULATION VARIES fbr BAFFLES BETWEEN EACH TRUSS SEE ROOF PLAN HURRICANE CLIP @ EACH TRUSS BEACHES SEE STRUCTURAL DRAWINGS HABITAT FOR 2 2x PLATES - SEE STRUCTURAL HUMANITY ( ) -, 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA Julianne N. Overby, RA VENTED VINYL SOFFIT INSTALLED Architectural and Interior Design PER MANUFACTURERS SPEC. R-30 MIN. BLOWN—I N Julianne N. Overby, R.A. 2452 Pullian Street VINYL "F" CHANNEL INSULATION Jacksonville Beach, Florida 32250 5/4 x 6 FIBER CEMENT FREIZE1 2" GYPSUM WALL 904-704-8628 BOARD / Email: jnoverby@att.net BOARD. MUD AND FL.AR-0017060.FL.ID-4621 R- 19 BATT INSULATION TAPE ALL JOINTS HURRICANE ROD SYSTEM - SEE AND FASTENER ^ �"` � HOLES. SAND ALL STRUCTURAL DRAWINGS SURFACES FLUSH. 1 7/16 OSB OVER 2x STUDS - SEE STRUCTURAL DRAWINGS VERTICAL SIDING 23/32" TSG PLYWOOD ,' z z zcV N SUBFLOORING GLUED AND _ D m m m (BOARD & BATTEN LOOK) M SCREWED OVER PRE-ENGINEERED 10" TO BE INSTALLED PER Ln W W W MANUFACTUR WOOD FLOOR TRUSSES WUm E S SPECIFICATION �' DAMP PROOF BARRIER LAP DC DC OC W OVER FLASHING & SHIM P.T. 5/4 x 8 a CONTINUOUS TRIM 4 STAIR DETAIL WW W a SCALE: 3/4" = 1 r-01, �"` W �A-301) aQaa 2x SELL PLATE X00 00 Z z z SIDING TO BE INSTALLED PER aaQz MANUFACTURES SPECIFICATION a W W W W 1 /2 GYPSUM V0U (m) WALL BOARD 0 0 0 Q Q w• Q C0 N REINFORCED Lt's Q N' me CONCRETE SLAB FOUNDATION - SEE STRUCTURAL PROJECT TYPE: QUADPLEX 2x PRESSURE TREATED PLATE DRAWINGS OVER FOAM SILL SEAL - SEE DATE ISSUED: MAY 2, 2016 STRUCTURAL DRAWINGS FOR 6 MIL VAPOR MASTER REVISIONS: ANCHORAGE BARRIER OVER BEDROOM / CLEAN, j CLOSET / EXTEND HOUSE WRAP BELOW FINISH COMPACTED AND B'cLG. / E WITH STARTER TERMITE TREATED FLOOR. SECURE STRIP SOIL zo FINISHED FLOOR a ° / O lam FINISHED GRADE ° 3._4.1 ,�%,� p SHEET TITLE U_ ° STAIR SECTION o =y Sr ,�: � ��.� DOOR _ 4 ° oTO AND ° `` `� /� + � AH UNIT � ��`r�� � ILLI _ �.. DETAILS 1/2 GWB & H W H `\� �"�..�'` •� �''�'� N — INTERIOR STORAGE 8 CLG. tVx..::A �,.��+.� `�`` �•.,� _`�.,�1 ����.. co (CONDITIONED) M ate, 4'-6" SHEET NUMBER 4 PARTIAL WALL A-301 w� WOOD CAP T OFFICE COPY - 2STA,1R, SECT10N_ 3 GREAT ROOM SECTiUNWALL SECTIUN _ , ., A-301 SCALE: 1" - 1'-0" AT SEPARATION WALL A-301 SCALE1/4 = 1 -0" A-301 SCALE: 1/411 - 1 -0 �- PERMIT SET THIS DOCUMENT, ALONG WITI- GENERAL NOTES: SPECIFICATIONS: (continued) ASSOCIATED DOCUMENTS, I5 EZ �2 AN INSTRUMENT OF f� 1.All notes g � drawin s 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 STANDARDS: DESIGN LOADS: �� ENGINEER'S SERVICE FOR f the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be �� / /� M THE EXCLUSIVE USE AT THI w ,i !ii Oji �i '',i ii"j/ /i" j "�� /i i %� service contributor prior to initiating construction o p P g Y framing members ce t as noted or specified otherwise shall a#2 SYP lumber w/maximum 19%moisture content. �� �� �� % PR SECT TITLED HEREIN. thorough understanding of the notes drawings,details tables references and specifications depicted herein,as well as a 1.All structural(dimensional/solid-sawn) g b p p b S �, ,r i ��,� furnished by those persons and/or entities with a g g , g , , , P P Florida Building Code-Residential 2014 ROOFSE // / / ORMATION DERIVED FROA thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. Florida Building Code 2014 as applicable) LIVE LOAD 20#/sf g g PP g ( PP ) /j j/, j j i/!j// - THIS DOCUMENT, AND/OR 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in ii ii, r: �i% �'//. % ASSOCIATED DOCUMENTS, MA: 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 accordance with the manufacturer's specifications,instruction and directions. DEAD LOAD/SHINGLES 7#/sf i� „ „ , ,i� ii ASCE 7-10 DEAD LOAD/TILE 20#/sf / i ,ii ZONE i �r r �i �i NOT BE USED FOR OTHER g g P P 1 1 (excluding"flood"design,unless specifically noted within these documents R301.1.3 and R30 _ '� / �� �/ '/�� // '/! '/! /-!' /ij/ j/ WORK(S) OR PROJECT(S) and 1610 of the Florida Building Code,and/or Sections R30 ( g g , p y ), NDS 05 DURATION FACTOR 1.25 i/ � iii the necessary analysis, 3.All engineered wood posts or columns shall be Trus Joist/I-Level/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members,as specified,or a ,i !;ii,viii /� WITHOUT THE EXPRESS 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 ry y TPI 1-07 FLOORS i i r� i. ��i equivalent,except as noted. Vertical post or columns s ecifie on the framing plans and/or details as engineered wood may not be built-up or pieced together to form x /ii a ,// ��: ��, �. ji/��/ �� /�� i/ WRITTEN PERMISSION OF TH. I-- drawings,s details and specifications common/ required to depict the construction necessary to conform to or with the structural loading requirements as outiined in the q P P P P g y P ACI 318-05 LIVE LOAD 40#/sf z � a,,/ i-/ ;i I1 �iii,�i%. i % . g P Y q P the specified dimensions;the must be solid one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members- o // a 1.i!, ZONE°r' ,r °: specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the P Y P P WFCM-01 DEAD LOAD 12#/sf(Including �- 0 7 ii/'�/-„1i//�i/,'ii i�''i! / i. x aforementioned sections of the code and spe y Y i.e.4x4 4x6 6x6 etc.-may be replaced b a similar-sized e . a 5.25"x 5.25"EWP in lieu of a 6x6 SYP engineered wood post without additional analysis or Cln g Below) �- ,i �� �/,,�� .,��,///' � r� i� xEv DENaE�IDx�� ly 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 Y P Y ( g } g P Y o / W iii.. - /'/ii �� i ' specified herein etc. as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing, environmental site(including drainage),etc. And documentation required by the engineer. DURATION FACTOR 1.00 �, i z ii �,; ,r /1 �% -i - DESIGN CRITERIA: CEILINGS/ATTICS /; � i!/ zONE �,r i �jr f P )� ) P g g g (� g g )> �i ;, I" /i r / /.. x 1 des design elements of an architectural or non-structural nature including but not limited to egress and life safety;moisture the engineer's scope of work specifically e c u g g. ty LIVE LOAD/NO STORAGE 10#/sf(Non-concurrent) !- / i! moi ; i!;:%ice iii 4.All nailing shall be with common nails,except as otherwi a noted. All nailing not otherwise specified within these engineered documents shall be as specified by i �, ,i i ZONE i �� _ wood destroying organisms WDO fire-resistance;energy efficiency,etc. The engineer further warrants that the LIVE LOAD w/STORAGE 2 # � i titi �� , " " ��� 2 protection,infiltration and/or resistance;resistance to y g g ( ), gy Y, g BUILDING TYPE ENCLOSED 0 /sf(Concurrent) / �r inti �i viii i ,r I fir/' aforementioned sections of the code and makes the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails ���: iii;i���.;�,�� ��i �, �, iii i��i structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the BASIC WIND SPEED 130 m h 3 sec.gust) DEAD LOAD 5#/sf ii ri �;./ ii- 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 or screws. P ( g ) �,�i! ii% i�;i i� "ii i� i'ii ii 3 - g EXPSOUIRE CATEGORY C WIND ; iiij! '' /i � � ��ii ,i , i./jai elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineers scope of work and shall be BUILDING CATEGORY II LOADING PER TABLES ri -,ice ,,o �� ,:-i'! ii!i< . Y P P Y 5.All engineered components,including roof trusses,floor trusses,I joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and i!�i i r i;� 4 - responsibility of the appropriate entity-i.e.owner,architect,contractor,and/or 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 i i //i i /� ZONE appropriate for the intended purpose. SIESMIC N/A /I l„ / /j ZONE is wti e 6.All sheathing shall be either APA-or TECO-rated E osure 1 PS 1/PS2 Structural 1 rated sheathing NOT required except when specifically identified as such). 1/.111 I�'' , 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 g P ' ( g q P P Y ) N "4{ ��' /iii, i%%!iiia/ < P g g P Sheathing may be either OSB or plywood,unless specified as me or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly w �! �!� �� '�° CASTILLO 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 g Y P y ' P g P P g g Y 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 elew.-tion less than blocked. Use of"ply clips"or similar edge support is require at unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. EZ GABLE ZONE"3"-CORNER Use of"ply clips"or similar edge support is required at unsu ported panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" ZONE(S),TYPICAL Groupthe minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roof and wall 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 sheathingshall not be less than 7/16"thick. Floor sheathings all not be less than 23/32"thick with all ane/edges supported(tongue&grove or blocked). Some A Florida Corporation "V"unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. design lods require thicker panels;see sheathing specificao s for specific minimum panel thicknesses,required span ratings and fasten information. ) ROOF PLANNIEW ❑ ZONE"I"-INTERIOR ZONE(S) Designers 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"2"-END/EDGE ZONE(S) Engineers R 7.At exterior walls clad with a stucco or an applied-stone veneer finish the APA(www.a awood.or 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) sheathing(Exposure 1 PSI or 7/16"thick 24/16 s an-r ted Structural I rate sheathing went a sheathing is installed wit�i a-vertical orientation ion axis "EZ" DIMENSION: 6550 Roosevelt Blvd. . or documents nor of an inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should an portion of these engineering g( P )- ' P g g (long .s , y pp , Y P g g �e�'e f� 1 f ,'e�'e > ZONE"3"-CORNER ZONES) Jacksonville,FL 32244 .'r"�, ' parallel to the studs)on the wall(see Technical Bulletin TB-2 2 for additional information).The discretion to enforce the aforementioned recommendation is at the sole �J 3 0 2-n2 . :. documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)m a timely fashion without additional fee to � (9 4)77 discretion of the local Building Official.Do NOT use sheath/ g that does not conform to the aforementioned recommendation unless you have FIRST verified the FL CoA No.29015 -. 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 r- 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 fficial 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 spec fled herein,and shall be installed in accordance with the manufacturers specifications,instructions and g g directions. Alternates to the specified Simpson connectors m be used,provided that the alternate connectors meet or exceed the specifications of the connector(s) ^►�,� � 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. `,� specified and have appropriate product approval and installation instructions and directions. \ ` '�'" 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. \� I/ �.4 Z' FOUNDATIONS, N RETE MASONRY � U O 7.Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. CO C & s� 8.An 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 M ^ Y P g g parameters and accepted engineering design procedures and i based upon the best information available at the time of their preparation. The design(s)depicted herein F�'-i H engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during 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 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 and/or occupants of the structure shall be apprised of / � Z engineering documents have been prepared consistent with the architectural drawings and details provided b others-that include dimensions,opening locations the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of 0 9.These g g p p g P Y P g partitions above floor slabs,finish work on or above the floor lab and the locating or constructing of secondary elements near the structure that could affect future and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information U or for claims arising from the use thereof. performance. 91 engineering documents the engineer has not been made aware of nor accounted for other components,elements ors stems 2.The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring O 10.Unless specifically depicted within these engi g g P ' Y exclusively non-expansive soil with an allowable soil bearing apacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth A � l that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. V with a level back slope. Should site conditions be adverse to- r otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and Q 11.These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall the engineer shall be promptly notified of the conditions and further construction shall occur until the engineer has provided additional direction. ] O 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 wa is until the walls have cured adequately to provide sufficient strength and have been anchored to the floor drawings. system above or otherwise properly braced or shored to preve t damage to the wall. _ F� � 91-- Y 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/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. _ r T l M- 'j ' ' g' g g In the absence of a geotechnical engineers report,the site and soil shall be prepared to the satisfaction of the Building Official W � associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded or enhanced, within reason at the discretion of the user without additional review or analysis b the engineer,unless specifically prohibited by the engineer. FLOOR PLA IE �� n " f~ ' Y Y 5.All foundation pads depicted within these engineering docu ents shall be formed to the dimensions as indicated and substantially centered beneath the associated NN W F�-�I 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. F�-�I W Y purpose. ! )page(s) g g g g. p g ZONE"4"-INTERIOR ZONES) the documents for anIf aof 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-slab elevations are critical to foundation performance. While the location of those steps,jogs and elevation "ET' DIMENSION: F-1 `\ P_� proceeding with intended use. P 'J g P P P P J g W E � changes indicated or otherwise known to the engineer have ben depicted within these engineering documents,it is understood that some 9f these items may change x* 5 t-3 1 x x ii; ZONE"s"-END/EDGE ZONE(S) 41 14.It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having during actual construction. The design(s)depicted herein can my address the proper foundation configuration as specifically depicted herein and could require Q jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and additional analysis and effort should field revisions merit. � methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and _ � W standards. Under no circumstance shall these engineering documents,nor an 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 pr cess to prevent the movement of retaining and/or foundation walls until the completion of the structural MAX. ON CENTER STUD SPACING (in INCHES) r-� [- g g Y P system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore 1 O approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)or thea"designee(s). the walls throughout the construction process to maintain the' tegrity of the design(s). - END-ZONE/INTERIOR ZONE: Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible for the �:) rj:� 4 issuance of an permit(s)and shall ass each required inspection before the construction progresses further. No Certificate of Occupancy or similar statement of Mn.R 130/c FLEXIBLE FINISHES (NOT STUCCO) Y P O P q P P g p Y( 8.The building site shall be cleared of all to soil and organic atter beneath the Tanned structure location as well as for an additional five feet or more beyond the Mn.Rf Ht. <30' �-i-I 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 g P g P ' Y o FINISH FLEX. 2x4 2x6 2x8 2x10 W W i structure have confirmed the structure is safe sound and in compliance with all perimeter thereof. Unless otherwise indicated,all footings anflat concrete shall bear upon non-organic,undisturbed soils compacted to a density of not less than 95% E time as the authority(ies)having jurisdiction over the construction and/or occupancy of said s , p PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP of Modified Proctor Maximum Dry Density(ASTM D1557) r a depth of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean (NOMINAL)applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering dost s. GW-,GP-,SW-,and/or SP-class fills with an organic mater/ is removed. Fill,as required,shall be laced atop non-organic,undisturbed soils with the compaction COMPONENT & CLADDING PRESSURES in S -Vsd Or "ALLOWABLE: 8' 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" " " " " ,�.. ..'"� n_ Y g q P P g p _ 24/24 24/24 Q ~` thereof verified as previously referenced)and added in one foot t(12 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor WIND o/ - 9' 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 15.It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to determine uie proper 13 C ROOFS(all values negative-i.e."UPLIFT") WALLS(incl.Wlndqu,.s&Doors) � 0 Maximum D Density ASTM D1557 . These minimum specifications ma be exceeded or superseded b either a geotechnical engineering report specific to the PITCH >6/12 l0 12/16 12"/16" 24"/24" 24°/24" 24"/24" 241/24" 24"/24" erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure the soundness �' �'.( ) . Y . P Y g .g g P P P q q • • building site or at the direction of the Building Official,as de ed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the Mn.Rf.Ht. - 15' ZONE"3" ZONE"2° ZONE"I" OVERHANG OVERHANG END ZONES �iTERIOR ZONES 11' 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24°/24" 24"/24" r" 4 of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)and labor Q contributors to provide appropriate and adequate temporary bracingnecessaryto maintain a safe,plumb and level structure during the construction process,imtil such time site be prepared to a lesser degree than that which is outlined erem. AREA(in sq.ft.) CORNERS END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE N'E TIVE POSITIVE 12' 6"/8" 8"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" C/) ^ W <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -23:98 22.10 � „ „ (J1 as all of the strctural elements and components depicted within thse docuents are properly installed,inspected and approved. Bracing shown throughout these 14 N.P. N.P. 12'1/16" 24/24 24'1/24" 24-724" 24"/24-1 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.17 -23.04 21.17 16' N.P. N.P. 12"/16" 16"/16" 16/24" 24"/24" 24"/24" engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. minimum 6mi1polyethylene vis ween barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W1.4x1.4 50 -23.23 -23.23 -19.48 -34.84 -34.84 -24.91 19.67 -21:54 19.67 „ ( ) ( q ) PP 18.5 N.P. N.P. 811/8" 8/12 12/12 24/24 24/24 • WWM lapped not less than 8"at ed es/ends in conformance with ASTM A-185 or Fiber-Mesh reinforcement shall be used with minimum 2" fiber length at a rate of 1 >100 22.10 -22.10 -18.36 -33.72 -33.72 -23.04 18.73 -20.60 18.73 „ „ „ „ „ „ 16.Yet-to-be-installed.building materials-such as sum board("drywall")and roof shingles or tiles- laced on the floors or roofs of the structure depicted within � app g � � g �, 19.5 N.P. N.P. 81f/8" 8/8 811/12" 24/2a 24/2a g . �'P ( �'. ) g P ( } O P lb.per cubic yard of concrete,complying with ASTM C-1116 ►"� 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 of the 20.5' N.P. N.P. 6"/8" 8°/8" 8"/8" 16"/24" 24"/24" W 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 fo dations,slabs,etc.shall be 2,500psi at 28 days. 21.5' N.P. N.P. 6"/6" 6;;/811 81'/8„ 16'1/16" 24"/24,' � W P 22.5 N.P. N.P. N.P. 6/6 6/8 16/16 24/24 � ^ , 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 � P-" provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. 11.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 O � � than 3,000psi at 28 days. 18.These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated MAX. ON-CENTER STUD SPACING (in INCHES) M--� qtt P4 applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are 12.Reinforcement shall be detailed in accordance with ACI 3 5,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: �:) W standards and design methodologies referenced therein) pp p p PP g a)Concrete cast against earth: 3" = kn 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 1 END-ZONE/INTERIOR ZONE: enforcement agency and subsequently used for construction in a prompt manner. Should permitting and/or actual construction be delayed beyond thea applicable effective b)Formed concrete exposed to earth or weather: 1/2 WIND 130/c BRITTLE FINISHES (STUCCO,et al) e� g Y( q Y ) P P P g Y y Pp c)Interior slabs,walls,etc.: 3/a" _ � ^ Q date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be returned to the Mn.Rf Ht. <30' FINISH BRIT. 2X4 2x6 2x8 2x10 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 13.All reinforcement shall be conform to ASTM A-615 and b rade 40 G40 unless indicated on the lans and/or details as rade 60 G60 . All lon itudinal PLATE HEIGHT �' r permitting or construction more than one 1 year after their date of original issue. g ( ) P g ( ) g #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP �'1 methodologies. In no case shall these documents be used for g ( )Y g (horizontal)reinforcing in walls and footings shall be continuous at/around corners and intersections and/or matching corner bars shall be used. All longitudinal NOMINAL W „ ' 8' 16"/16" 16"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme (horizontal)reinforcing shall be lapped at splices a minimum f 40 bar diameters(20 minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall beUll) care and code-required factors of safe have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. lapped at splices a minimum of 25 . LEGEND - 9' 12°n6° 12"/16° 2a°/24 24"/24" 2a°/2a° 2a"/2a° 2a°/2a" r--� q safety . . 10' 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" .11I 9 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 of the 11' 6"/8° 8"/8° 20"/2a° 2a"/z4" 24"/24" 24"/24" 24"/24" `� n , 14.ALL concrete operations-including but not limited tom design mixing transporting reinforcing detailing and placing placing curing and testing-shall be done (2)2x10-2/3 HEADER/BEAM CALL-OUT � h-� engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the paper phase,opportunities do exist for the design to require additional effort 12 N.P. N.P. 18/20 22/26 24t'/2411 24"/2411 2a/2a 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 in accordance with the requirements and application of ACI 301 Specifications for Structural Concrete. „ „ „ " " NUMBER OF KING-STUDS EACH SIDE OF OPENING 14' N.P. N.P. 8"/12" 12"/12" 12"/16" 24"/24" 24"/24" depicted herein,causes the engineer to be unable to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. U r l 16' N.P. N.P. 6"/8" 8"/8" 8"/12" 16"/24" 24"/24" 15.All masonry work shall be in accordance with ACI 530/A CE 5/TMS 402 Masonry Building Code. NUMBER OF JACK-STUDS EACH SIDE OF OPENING r-� V 20.These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property 13f the engineer. SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) 1 s.s' N.P. N.P. N.P. N.P. 6"/6" 12"/16" 24"/24" g g g P 16.Concrete masonry units shall be ASTM C90-75,Hollow L ad-Bearing Concrete Masonry Units,Type I,Grade N-1,normal weight,with a minimum compressive NUMBER OF PLIES IN HEADER 19.5' N.P. N.P. N.P. N.P. 5'/6" 12"/12" 24"/24" O 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 elements contained strength of 2,000psi(fm= 1,500psi). P P N 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 16"!24" l herein are prohibited without the expressed written consent of the engineer. - ALL EXTERIOR HEADERS (2)2x6-1/2 UNLESS NOTED OTHERWISE 21.5 N.P. N.P. N.P. N.P. N.P. 8"/8" 16"/16" W �.4 M � E"{ 17.Mortar shall conform to ASTM C270 and be Type S. 22.s N.P. N.P. N.P. N.P. N.P. 8°/8" 16°/16° �+�I 21.These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used yp ALL INTERIOR HEADERS (2)2x6-1/1 UNLESS NOTED OTHERWISE r-r v) resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure for the specific site or 18.Grout when specified,shall conform to ASTM C-476 wit a minimum compressive strength of 3 000 si at 28 days mixed to provide a slum of between 8" EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c SHALL location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps „ ' P ' P g ' P Y P P BE SHEATHED WITH MINIMUM 32"(5i NOMINAL)SHEATHING published b the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the and 11 - WITH VERTICAL APPLICATIONS&STUCCO FINISHES. DESIGN MEB ind speed,by and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construct-on from them. 19.Pre-cast and/or pre-stressed lintels,manufactured by Cast rete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. DRAFT MEB The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. ON- CENTER 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. q g g P g „ �, MAXIMUM ON CENTER STUD SPACING IS 16"WHEN USING " RSD IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATE.,THE 16 CHECKED EA W SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE THICK WALL SHEATHING. 20.Provide horizontal joint reinforcing in CMU walls at 16"o c vertically conforming to ASTM A82 and ASTM A167 Type 304. ,SCALE N.T.S. E--�INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 8" MAY BE DOUBLED AND SPACED AT 12 OR 16 ON-CENTER, DATE 6.24.20 16 SPECIFICATIONS: STEEL RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED WOOD FRAME WALLS TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. JOB N0. >6-766 1. Steel elements shall be detailed,fabricated and erected in ac ordance with AISC "Specification for the Design,Fabrication and Erection of Structural Steel 1.Unless otherwise specifically indicated within these documents vertical wall framing studs may only be interrupted i.e.broken pieced or" latform-framed" when Buildings,"9th edition. SQ.FT. NA p y g( ) Y Y P (� P P ) FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MAS RY CONNECTOR SCHEDULE fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and should not be • used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except as noted below: CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ INT LOOATION DXr1M0N0 FOUNDATIONO EXT/ TEA-WALL F►OUNDATION,5 CIMU WALL TIE-BEAM/LINTEL ^ • ##••,, ' '1#, or STRAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 1018' ♦ 1� uninterrupted between points of lateral support. a)Pipe ASTM A53,A53,Type E or S,grade B ATR DIA. MIN EMBED MIN EMBED MIN EDGE MIN EMBED MIN/MAX EDC MIN EMBED EDGE DIST \41 %��"i WIN *�, b)Tube ASTM ASQQ H2.5 (5)8d PER END (12)164 ABU-44,-66 5/8" 5-1/2" 2 3" 12" 1-3/4"/6" N/A GI n n Ho 00 ,40 a do 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 or masonry Hs (4)sd PER END (10)16d/EACH LTT20B&DTT2 1/2"(EA) 4-u4"«/MIN 5-1/2^ 4"w/2-1/2"SPC'G 12" 1-3/4"/6" 12" C.L.w/MIN • I I 1ee�. 0 3.All bolts anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. Hs 2-1/2"SPC'G 2",,./4"SPC'G 3"SPACING " _ shall be pressure preservative treated. (s)Tod x t-10d PER END " (22)lOd SINGLE MGT 5/8" 5-I/2" 5-I/2" 3" 12" 1-3/4"/6" 12" C.L. *' 1 5 MTS12 (14)lOd or lOd x 1-1/2"TOTAL • 4.Hex nuts and couplers/couplings used for bolts anchor bolt and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)1Od or(24)1Oa x 1-1/2"TOTAL 2x(22)Toa DOUBLE MGT (2)5/8" 5-I/2" 9-112" 3" 12,1 3-Il2"/4" 12" C.L. : • 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), w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)larger than 2x6 shall be#2 A307,A36,SAE 1018 and Grade 2 bolts. pg)16d SINGLE HTT16/4 5/8" 5-1/2" 7-1/2" 2" 12 1-3/4"/6" 12" LGT2 (16)16d SINKERS TO TRUSS, C.L. 0 � . ; 1. (14)16d SINKERS TO>&POST 2x(18)16d DOUBLE HTT16/4 (2)5/8" 5-1/2" 7-t/2" 4" 12" 3-1/2"/4" l2" SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. H16,-16S,-16-2 (2)IOd x I-1/2"TO TRUSS,(t0)TO 2x(18)164 TANDEM HI r16/4 (1)5/8" 5-1/2" 9-I/2" 5" 15" 1-3/4"/6" N/A C.L. 0_,(�. •0 [�,% . 5.Hex nuts and couplers/couplings used for high-strength bolt ,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. �t 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, except walls that MSTA12 (10)Toa TOTAL (32)16d sirs SINGLE KM2/5 5/s" 5-1/2" 9.1/2" 2" 15" 1-3/4"/6" N/A JA V'� ,-� 4 are specified as SYP and are also not designated as a shear-wall or portal frame wall may_use SPF blocking. MSTAIs (l4)Toa TOTAL 2x(32)16d Sinkers DOUBLE HTT2vs cz)5/s" 5-uz" 9-u2" 5" SEE PLAN N/A �( �� � CORROSION&DECAY RESISTANCE: MSTA24 (I 8)1O TOTAL (20)!/4"-x 2-1/2"SDS SINGLE HDU8 7/8" 8" 8^ 3" 13.1/2" 3-1/2"/4" 13.1/2" C.L. ` lloil,%% N 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 of the wall as MST37 (42)164 TOTAL 2x(20)3%-x 2-1/2"sis DOUBLE HDus (2)7/s" g" 13-v2" 3" 13-1/2" 3-ur'l4" 13-I/2" SHEET C.L. 1 I" 9^ MST48 1 T "-x 2 1/2"SD SINGLE HDU 1 15^ specified either Iri the stud tables or relevant notes. In such instances an of the following three options may be used to resolve the conflicting thicknesses; a)The 1.All structural members of wood or structural composite Tum er either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony (46) 6a TOTAL (3o)y S 1-3/4" SEE PLAN N/A spec O Y g P Y boards/lumber,joists,posts,etc.-shall be pressure reservati a 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)3i x 2-1/2"SDs DOUBLE RDUI 1 (2)1' 15" 15" 4" SEE PLAN 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 to a thickness J P P P P PP 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 wit the ground unless specifically rated by the manufacturer/treater and approved as adequate for the cs16 (30)8d or(26)Toa TOTAL (36);"-x 2yz"sis SINGLE HDU I4 ," 9" l5" 3" SEE PLAN N/A column"wrapped"with a finish material i.e. sum,etc. and left semi-exposed into an interiors ace within the structure. Additional/ if none of the three application. sP A -6,-8 (12)Toa x 1-112° 2x)10d:-x 2Y2"SDS DOUBLE HDU (2)1" t5" IS" 4" SEE PLAN N/A PP (• gypsum, ) P P Y� aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood LTP4 22 (23)164 (16)10dHGT2,HGT3 (2)3/4" 7" 11-1/2" 3" SEE PLAN „_,/2" C.L. , (EWP)or structural steel column may be used within the allotted wall cavity. 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. LTP4 (12)8d x 1-1/2"TOTAL (16)Toa HGT4 (2)3/4" 7" 9" 3" SEE PLAN 11.1/2' C.L. A35 (12)8d x 1-1/2"TOTAL "FRAMING-and"FRAMING-TO-FOUNDATION"CONNECTOR SC DULE NOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF pJ 3.All fasteners(nails,screws,bolts,etc.)less than'/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 P f 1)USE slMPsoN AT ACRYLIC TIE TWO-PART EPDXY FOR Arr. FOUND-coNNEcrloNs U.N.O. 4 SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVALS) 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 HETA20 (12)Tod x 1-1/2" 2)ALL DIMENSIONS(ROD DIAMETER EMBEDMENT.EDGE.Et ARE MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL FIELD FRAMING with thea application and/or corrosive material. The exterior u of an material treated with a pressure preservative treatment containingammonia shall require the LGT2-MASONRY (16)161 SINKERS TO TRUSS, 3)"DOUBLE"HOLD-DOWNS REQUIRE MINIMUM 8-SPACING B EEN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE PP Y P q (7)1/4"-x 2-1/4"TITEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM T6 RIOR FACE OF THE FOUNDATION.CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED ed within these engineering documents may include the label or reference"field frame"or similar. At these confined exclusive use of SS connectors and fasteners. The use of any aterial treated with the pressure preservative treatment ACZA shall require the exclusive use of SS M (7)Toa or Toa x 1.1/2"To TRusS, CMU WALL TO THE OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PR 1.Limited elements or areas of the design(s)depict g g y locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include TSM16 MEASURED EDGE DISTANCE DOER NOT APPLY AT INTERIOR CUR ocnnoLvs ONLY[F THE MIN.EMBEDMENT 1S TO CONSTRUC,�ION. . g connectors and fasteners. (4)I/4"-x 2-1/4"TITEN SCREWS TO WALL - (8)lOd or lOd x 1-1/2"TO TRUSS, MEASURED FROM THE LOWER SLAB ELEVATION --.w stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or HTSM16 6)ALL PARTS/MATERIALS To BE INSTALLED IN ACCORDAN Wm-1 MANUFACTURER'S INSTRUCTIONS& (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL DIRECTIONS REVIEWED FOR CODE COMPLIANCE As such the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX HGD,etc.)connectors&fasteners shall not be combined. Use only S S fasteners with SS connectors. H16,-I6S,-16-2 (2)Tod x 1-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE-COMMON-SIZES U.N.0- accessories. , g �t p �J ,p (6)1/4"-x 2-1/4"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTAL; SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN 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, Use only zinc-plated/galvanized fasteners with zinc-plated/gal amazed connectors. CITY OF ATLANTIC BEACH FGTR (18)1/4"-x 3"SDS TO TRUSS, ON THIS CHART rules,codes,etc.and shall be to the executed to the satisfaction of the Building Official. (2)1/2"-x F AMITITEN HD's TO WALL 10 MIN MINIMUM8"8"SPACING BM EDGE ETWEEN META-o HEFAES OF 4-OR MOM UANCHOR LN.O.IRE MINI. hi 6" ALL FRAMING SEE PERMITS FOR ADDITIONAL 5.Regular inspection and maintenance of wood,wood-based d metal products used in structural applications and/or used in outdoor or other potentially corrosive MSTAM36 (8)lOd TO FRAMING, C _. ._ (4)IM"-x 2-1/4"TITEN TO MASONRY 11)MINIMUM 1-1/2"EDGE DISTANCE FOR TITEN SCREWS REQVIREMEN�'S AA�p CONpITIONS environments or applications is essential for continued,long-t rm satisfactory performance. 12)MINIMUM 4"EDGE DISTANCE FOR TITEN HD's �` - REVIEWED eY:,,1''n o od6�b DATE.,,�„�,r .__.. 0"1* . ,-- 0' I 739_ I � *RODS AT MAX.5'-8"o/c. 7k_...RODS�AS SH�?WN- - __--._.- *RODS AT __5'-0"o/c.- _-.. .._.__,-____----_ ,-_,.___ *RODS AT MAX.5'-8"O/C. THIS DOCUMENT, ALONCI WITH -------' -..-' ----'----- - - '-- - . +• „ - 1 i AS,5'OCIATED DOCUMENTS, IS +_ „ 61-6 6 -s { I AN INSTRUMENT OF I 2O O T2 T2 _ _.....-'------------2 2X8._..________________.___._T_ 7 -. _._.. 2 2X8.. -.. ._ T16A '--- -- ENOINEER'S SERVICE FOR THE I T16 EXCLUSIVE USE AT THE PORCH PADS TO BE: ,5 PORCH PADS TO BE. I ���r2l 8 OSB 3"/12" W/ I PROJECT TITLED HEREIN. 20"X20"x16"W/2-#4'S 20"x20°X16"W/2-#4'S ___._-. -___ .__-._ _-- ;....—..-_ -.l_51.8'_'DIA._T EDROD--ASSEMBLY... x T16 i INFORMATION DERIVED FROM BOTH WAYS BOTH WAYS T16 In THIS DOCUMENT AND/oR I CA I EACH END&2 I? .STUBBIES @ 24 O/C. N ASSOCIATED DOCUMENTS. MAY L:jNOT BE USED FOR OTHER ,Q+_Q++ s+_s++ 6#-6 to '0+_Q+• � i - - ----- i ; WORKS) OR PROJECT(,S') ----------_--_'- --'--- ------ 'i- --- ---- ---'--- T16 ----------- ---- ---- -----'- ---- - - - 16__ WITHOUT THE EXPRESS ' i iI WRITTEN PERMISSION OF THE ------ C -- --- r-�- -----I --7 ( � � ! 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I 1 OOTING W/(3)#4 CONT. LONG I I I . ¢ -------------------------' - - - .<`r' o� I �T2 �T2 ,S'T2 I I ---------------------------- - - 4 _:�_o t t - -------------.-------- ----- ¢ SIMILAR TO DETAIL 1 DIRECTION I I ST2 ,S'T2 I O � d T->----------- ----- ------- --- -A- -- - �-- ----F��-- -- ----- ---- - - ----------------------- ----- --F1�-----�---- � O--�-- � � w � c„¢ I I I I 12/ST2 EXCEPT AS I I I 1 I I AO t 11 i i E---_ � i i p 3 >__ I � A Q 5 - � P4 C14 P__� I oo I I NOTED HEREIN. I I I _ �T2 � I * i* - -- -'- -- -- - - - ---11 I * � =v -J I,---' -- - ------u-------------- --- - "+------O 1 N i I r-� I I 1 I T ----- �a F1� - F12 �;, N r--� I I 1 w I O N 11 1 1 V) � p I ----- I I I x ---- - - -- I ------------ _ __ L] w mp . .. . u .— " r " t " " ., . " s " i.__U_.-_.-- - -. ..Cx.. : , I V� CV 13 -0 2-2 13 10 4-0 12-6 I I 12-6 4'-0 13-10 .*2'-2- 4-0 U ----------- - -- ------- o - - - o- --- o - -- - - I V w ---- ------- ko „ I I I I I i I I I I I ` w I z� o 0 1 = H F--� o x --------------- _ Qt- F1 = = F1 z _ = --- - ------ � U 4 CONC.SLAB 3 aU M- .-, oo U o0 00 , w Be. ' ---- REINFORCED W/EITHER I I I I I I I I I I _ -`a _ �" -------- ----------'---------.--- -.._._ . -----'- y�<•, 6x6 10/10 WWM OR FIBER I I i i i I i i I i I I 1 can) 1-09 _.._..--N - F0�----------'--- --------------'---'- -O _��__ 0 ---.:.---'-F93---'-------------------------'--- .--- - - --- ---- -- F1.3 . _...-- -. A N A" F04 T 1 I r-7- MESH ON 6 MIL VAPOR I I I I I1-1 I-I I 1- o x °O Av' oII o I 4"CONC.SLAB d -- -------- - H N BARRIER OVER CLEAN, I I I 1 2 - I I I I I I I = ------ _ _ -- -----------------------._.-...._-- ----._-moo.� ---.---.--- --- H H �'' ____ �,, , COMPACTED FILL.SEE I I I I I -1 I I I .I I 1 1 I REINFORCED W/EITHER I I I a1 - ------ `" A F124 -- -- ---'-- --- --- ------------- ----------- -- _- -------- -----.- -'--'----------------- O O pq x .4* N I 6x6 10/10 WWM OR FIBER I M A - A -- ---.-.----------------------.----� �_4 1 I ' I N ARCHITECTURAL I ' I I , I rn I I I I I I I N ' i I � o F05(3) - O I l 12 i 12 MESH ON 6 MIL VAPOR I I O s---------- '- ' -------------. _..:. �;. ---'--- .. .n DRAWINGS AND 1 1 I I I I .c, I I ~ ---------'- - --- -- - .-_-______- _- ____.. ==z, O �. 1 I SPECIFICATIONS FOR M BARRIER OVER CLEAN, I .I ¢ -- - -------'----'--- --- ----- ----------.-----'----- ------------'--__ 1 I I I I I i ST2 I I ST2 I I I I I I w --'---'----- - - i ¢ INSECT AND DECAY 1 �, ' w E6 04 Cn ----- 3 w co I I I I I 4 CONC.SLAB I I I I I I I COMPACTED FILL.SEE I I - I M 3 � I F15(3) A�, F- _ I RESISTANCE 4"CONC.SLAB ARCHITECTURAL I � -� w _ CONSTRUCTION I I I I REINFORCED W/EIT ER I I I I I I I I DRAWINGS AND 1 c� F `� O v' ------------- --------------- -----..-.---------- -- z f +n o 9 _J REINFORCED W/EITHER _ _ I --'--'-'--'----'-'-------- -- -- ----- - -- - ------------ - c� it O 1 rKPRACTICES.PROCESSES 1 1 1 I 6x6 10/10 WWM OR FI ER 1 I 6x6 10/10 WWM OR FIBER I , i 1 1 SPECIFICATIONS FOR (-- l I p O ~' `�" -^ -- ---- -- - - -_ O O �, as MESH ON 6 MIL VAPOR I --- - --- ---. 1 I 12 AND TREATMENTS TO 1 1 1 I ( I MESH ON 6 MIL VAPOR I I I I I INSECT AND DECAY f2 I I I as ¢ (1)MSTA 12 @ H I MEET APPLICABLE CODE I I I I BARRIER OVER CLE N, I I I O O Z�.lo I L_J COMPACTED FILL. EE I 1 BARRIER OVER CLEAN, L I I I RESISTANCE o ST2 I I O Pw O 00 __ .. ------ ----------------'- ----..--.-----------.EAC_JACK..TO I w � I I REQUIREMENTS. I I ARCHITECTURAL COMPACTED FILL.SEE I I CONSTRUCTION � I I 1 � � � �p o o ---------------- --------------------2 1 #------------ -----� ----o-p----------------F�6---------------------- T.. -- ----------------------------Fq6 ---------- -------¢�-fl--- O O� H� s� 1 co I I I PRACTICES.PROCESSES 1 ¢ • U 04 p y 2 SPF p I ' i ( 1 DRAWINGS AND 1 ' I DRAWINGS AND I I AND TREATMENTS TO I I I Q Q a� --- -------------------- 2x4 POST- A -- 0- -- - ---- ----------- --- ---- -- 3�a - 2 21x4 POST TTqT:7 To 20B @ STUD ! a ZO w d r T 1 ONS SPECIFICATI ---- ---- ------ - ----- -- - N""'1 I I I INSECT AND DECAY I ( I I MEET APPLICABLE CODE I O Q 3 H q @ F i 6 U - Q- - ¢F-A Ap Q SPECIFICATIONS FOR I I I I � N ¢ � (1)MSTA12 @ � � U N REQUIREMENTS. L J O -TO_----------- ---- ------- --------_ ,: U� F10(3) 1 _____F07____ 3¢0 '-' I III,J 2O"WIDE x 12"DEE I I I RESISTANCE I I I INSECT AND DECAY I I I I ------ ---_---.__. ... -' FOT--- -. --- __. u O 8110IINTEGRATED CONCRETE I I RESISTANCE I * �U HEADER W/(1) --._._.__.__._.--_ w .. _ F07 - --- -- -'- - 1I CONSTRUCTION 1 I I U --- - ------- ------- FOOTING W/ 3 #4 CONT. -- - ------------ ---------� -------- O I I PRACTICES.PROCES ES I I CONSTRUCTION I I I �w - -- -- __ _LTT20B STUD 3 (1)MSTA12 1 MSTA12 H o U SIMILAR TO DETAIL I AND TREATMENTS O I I I PRACTICES.PROCESSES - --- AQr7-TEG-�.' .R: - __----..__'-'----- @ O I @ -- ------ - ------------ -- ---- - --- ----- w - - ril ACK TO E A CH 4A 12/ST2,EXCEPT AS I I AND TREATMENTS TO I ( I 8 10 I O F SEE DETAIL A/Sl _ ------------.._..._-- -'---____--_ Q.___.___.____ -....._._._. -.-. _-- ---___-- -------------------_ SEE DETAIL A/S1 F p 1 NOTED HEREIN. 1 I MEET APPLICABLE C DEI I I I ,S'T2 I - _-- -_--__ -� HEADER W/(1) HEADER W/(I) _ -- -- a' N RE UIREMENTS. I I MEET APPLICABLE CODE _ Q I ST 2 N I S I l Q I ) I I \ / LTT20B @STUD LTT20B @ STI)D , r.) I I ( I REQUIREMENTS. , , „I 1PLY#2 SYP 2x8 2 2x6-CONT.-1/3 04 A 0 2 2x6-CONT.-1/3 1PLY#2 SYP 2x8 r T 1 N I 00 I 1 20' WIDE x 12"DEEP ST2 n2 LEDGER AW A �' Ww ----------'---'--------F17 ------ -__'_ ---------__-.._..-'-'- --- --------------'-'--' ----- ---F 17- -'-- ._.... -------- - U. v w 04 A LEDGER 1:1I I 8110 , I INTEG TED CONCRETE i I I LOCATED AT ¢�a LSHEATH PORCH z" x a SEE DETAIL A/S1 < w z H w z H w �; LOCATED AT ST2 I I I~ _ ------- I I CEILING PER .F S ------- -- -------'- ------------ ------- ___... � E- --v� SHEATH PORCH a ------ --- ------------� ( I 8 10 FOOT GW/(3)#4 CONT. -------- - J ROOF W� Wo ' .a� O� -- -'--- SE�DETA .. _SI O `'" wo ROOF DETAIL Q/STI w o = -' a w O CEILING PER i T2 SI LAR TO DETAIL -- ---- ---- RAFTER(S)& O ., o 2 2x6-CONT.-1/3 o w `' -' 1 r 'S 1 /ST2,EXCEPT AS I CEILING z z w A w A __ - z DETAIL Q/STI O � RAFTER(S)& 1 q �' qq� R(2)2x6-0O .-1/3 04 ,( CEILING 1 I I NOTED HEREIN. I JOIST(S) ❑ 2 2X8 ❑ 2 2X8 ❑ ¢ LSHEATH PORCH d m A Q JOIST(S) c�� C4 Z� w JOIST S O I I I I I I � FASTENED TO ❑ ❑ 5 N o 2 r 5 � z W z pp 0� 2 2x8 ❑❑ 2 2x8 Q -- -J PORC PADS TO BE: O � CEILING PER ' d-- ¢ n U-. ¢ 0- FASTENED TO Q� • *1 1 7 PORCH PADS TO BE: 7 I - -- I 1 7 20"x20'x16"W/2-#4'S 7 I EA.VERT.WEB I O v v o o w o S CH w o w EA.VERT.WEB O co 20"x20"x16"W/2-#4'S L--- ------ ------J I ST2 BOTH WAYS ,ST2 O MEMBER INIT A z z '' CEILING PER `' x "j Id I MEMBER IN DETAIL Q/ST 1 a� o DETAIL /ST 1 � O - BOTH WAYS I I I 1 -a" .I TRUSS T01 W/ I Q 1 IT D I TRUSS TO1 W/ 011 co O r_ r-1 IPADSTO BE: 1 - r , r c0 (3) NAILS 1 Q 2 2x8 2 2x8 ❑❑ 2 2x8 2 2x8 1 (3).131"x3" a• 7 „ „ „ I I II____ Q 1PLY#2 SYP 2x8 LEDGER NAILS : --- - 20 x20 x16 W/ 7 7 7 -1 -- __-J *RODS AT MAX.3-10 o/c ❑ ---� ❑ I------ - ❑ 20"x20"x16"W/ ST2Mmr ❑ - I $`T2 2-#4'S BOTH �$'T,2 I I S72 2-#4'S BOTH ❑ i LOCATED AT ROOF . - WAYS I RAFTER(S)&CEILINGIT IT C 1PLY#2 SYP 2x8 LEDGER i (� co * 10 -O" 10'—0 11 L L WAYS 10 -0 10 -0 JOIST(S) OCATED AT ROOF L ' RAFTER(S)&CEILING U 4� r-� r � r , r FASTENED TO EA.VERT' 1St FLOOR STRUCTURAL PLAN � �--- -I I ---- I-- ____� I---- -J WEB MEMBER IN TRUSS TO O i� % JOIST(S)M ❑ - ❑ - ❑ ❑ -- - ❑ -- ❑ W/(3).131"x3"NAILS , ►► - ► ►► FASTENED TO EA.VERT. of \EXPA IO T. W'- + +,-0" 1T#_00# + „ '- 2" XPAN,S`IONT. S 3/16 - 1 -0 F__-� WEB MEMBER IN TRUSS TO 1 x SIGN4T.. 8 - 3 1 EXPA1'� � II � I'--� d'JI a• Q - W/(3).131"0"NAILS I �".) W-ld" N =611 *''_$'''' 6 L �" I *RODS AT MAX.5'-8"o/c.ll. CONVENTIONAL STRAPPING PER DETAIL A/ST1 *RODS AT MAX.5'-8"o/c. r� : j` - FIF I [_­1 -IT B IT C I D 2 2x -1/2 I 1 I 1 � 2x6- ONT-1/3 I 2 2 '6-CO ; T.-1/ ;._._ . ._._t_N - - -- - -------' (2)2x8-1/2' .1. _.... '' - .._ s, �=IT A ----- -- ­_-A III I0 H Q I 11 I F 11 ­k, 11 H1 I I ; - _______X_ , / v , '11 ; I I � I I A 11i I I i I: I i/, C a I._4 i i o u { ! i N ! i I I o J04 V 1 r� I L II r I 4ply 2 #2 S ! 'T08 ' I • • i '___- - - ____ W �, FOUNDATION PLAN9 -- - ��---- I JA s w/( )I ( !MIN. . 1 2x4 �2 SP I I i i I CJ05 rT"""`I`\ i ---- --- '-T08 ----MS- AI2 - AC.. I � �-4 �D JAC / 1 I I I 11 / z 1 ►► - t i► � I JA TO ER O 11 I ; S I I A 1 C5� MST ON ACH ! U q,�tW &--� 3/16 1 -0 0 -- ; O @ i ! c306--- - ---' i ----' ----------- IL (�.)l - - I I I EA POS ASE JACK HEADER ; 'I ICJ06 o r� 1"MAX. CONVENTIONAL FRAMING NOTES I I { TO TUD OW AND CS 16 i I1 I i i ' j' 110 Q V X \ - - -------- I I s I I EAC OST B ISE I i l i i I ------- -----1S T LOO VEL I W ^,41� O ' `\ ALL MATERIAL#2 SYP U.N.O. i i I TOS BEL W IN I I I , ; ! I I `9V ' I ' 1ST F 'OR L VEL. I! �/ \\ ALL RAFTERS 2x6 @ 24"o/c U.N.O. ¢ ------------------- - /l\\ - - , i I ;TL. _ i - -- - - - - --- Q C!1 I I / \ = M,Zt �� E..........I I r A I I I I 1 I d /;�. Q T I I I I I• / I i ALL CEILING JOISTS 2x4 @ 24"o/c U.N.O. ' '' \ ' I -'' __ _ __.__. _ ____ ;I___ I r ^ I O 11 I7f I I `I /,/ I ; I `' I `\\ / \1, F / CLUSTER(5).131"x3"NAILS @ EA.ROOF --- -� I -- -- J ' ._.. i i1 l- -- I -- I I _.. ... DESIGN MEB ------ RAFTER TO CEILING JOIST ------ , -- - ---- I ci I s i -- -- - --- , --------- -- (2) "DIA.xB"L.SDS FROM d 1 I! �s INTERSECTION. -'' --- ----- o i o 0 0 ! i o o I �/ --- ---- -- -- DRAFT MEB _ TOP 4X6 INTO 4x4 o I o I 0 0 0 o i I") „ -' I - --- --- it / I I CHECKED EAW (COUNTERSINK MAX. ") °O (5).131x3 TOENAILS @RAFTERS& - -- - i I - I 19 I X ------------------------------------------------ -------------------------- --- ---- --------- f / _-- CEILING JOIST TO LEDGER: _ ______ - I 1I I j ¢ I 1 MSTA24 EA.#2 SPF "TRADITIONAL HARDWARE" I - ------ O @ li q ' 9 ------ 2X6 STUD TO HDR PER DETAIL C/STI. / s (1)H2.SA @EACH RAFTER TO HEADER -:.': ::_'---_ _:_--_-_-__=-- I -- ' i Q F" , �"" �`" I I '_-_-- I �" `- a - -- ---'- ---- - MIN•(5)PLY SYP STUD O i i iCn `� I I I II I i i ; , --_._ _..__._. _ O DATE 6.24.2016 TOP PL. PACK IN WALL. _ ! 1PLY#2 SYP 2x8 LEDGER LOCATED AT 0 H 1____a A i I I i I ' ' ' E-- n U I I J I I -- I __ 11 \ ROOF RAFTERS &CEILING JOIST(S) ----- ------ r-- , I I- ! ------. 1 ! a! _ce - m 4X6 I QUAL 0 0 Ln I I O I j H rA - _ _ _ ___-- L ,�I � � - __ ,i JOB NO 16 16 6 FASTENED TO EA.(16 O/C MAX.)VERT. F. O I , I , , , FRAMING MEMBER W/(5).131 x3 NAILS N z 4 I I ; i I i I' I r- -- - 2 1"DIA.x8"L.SDS O Z . -- - -'-'-- __--. '_. I I I I II I I I ; -1 III SQ.FT A ----'---- i i /11 ; CONTINUOU o o SCREWS W/IN 10"OF TOP - - ---- - - - \ � --, 44 W H x -------� ---- ---- -- -- I I I i I I (I - ----' - ------ -----__— r � , ��;+r r 1"��' IrM 4" MIN./8 MAX. 5 ¢ o ! I � ; - - i I: --- I ¢w • � �� 2! M HDR PER PLAN. \ OF HORIZ. " ¢w i , I I i I u ri 0 0 an - --- ------- ---- -- --------- ---'--. 0 r ft • 1 ,� I I I' 1 -----I -- --- ---------- - ------- - o R� i " I 11 01 o I I I I o O \ gine'r 1 W L ANCHORAGE LEGEND O - ...-'-- - - ------'----- I L---- - ----_ ---- ! I ---- _ - - - A No 1 "DIA.x8"L.SDS SCREWS w o - --- - ---- 1 U oIw 4 -- - - WINDOW AT 8"O/C IF * w I i --- -I i -- - 'I y i I ' j1 I i i a' � a ar --_� i M N.4 1 2x4#2 PF JA K I ' I , I I , w * . +,r WINDOW-------------------.,, OPENING (COUNTERSUNK 2"MAX) 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2" _ __ _ __-__________ p i I I i s i I I i IN.4'ly 2x4 2 SPF J CKS L -_ _ _ e as Gt v / 1 M TA12 N EA H MTS' 2's OR 2 ' ' I MT 1 R .i ' w/ 1 STA1 ON CH OPENING ■ EMBEDMENT INTO FOUNDATION AND COUPLINGS O S s O O s I �� III AS REQ'D. 3"x3"x 4"ROUND HOLE WASHER ATOP J 'CK TO ADR (1 ) ) ' L I ( , i' ) ! ACK O HE i ERA 1 j �` �t"� � _ @ @ � MST' 12 @ ACH P. ST STA24 TR SS M TA24 s TR S ( ) 1 SP6 EA.#2 SPF 2X6 UPPER-MOST TOP PL.ASSEMBLY. _____._._.___..____ STA1 @ EA HPO i , ��. 44 O @ MIN.3PLY#2 - - BAS TO HE EE T1 -T0 3p #2 S 2x4 ; i T12-TO-3p #2 SP 2x4 I I -- - - 04 Ujub STUD TO SILL PL.AS POST w/ 1 HY D i I PO T w/ HYB D ( BA§E TO ADE R n I SHOWN SPF 2X6 STUDS �..` DIAMETER FULL-LENGTH THREADED ROD ANCHOR ; LO ) ; I O 1 ! I B L I W ; I '" D \ I ASSEMBLY. _� 4, X � AND 3"x3"x 10 a.SLOTTED WASHER +FENDER �J I I HRE ED R D I. � � \ r `I w/6 EMBEDMENT AND 2 EDGE AT FOUNDATION _ C o _. I co I '� g ( ASS LY I I " j -- ----- SHEET I ---------' _ ,i T12 :� �, m WASHER)ATOP UPPER-MOST TOP PL.ASSEMBLY. _ - - - - 2 ---- ----- --------- -- N --- 2x6- ON -1/3 -- - --- -- - ; p - - -.----- \"' I -'-- ! I T11 I 2x6' ON,.-1/3 I I - (2)4"DIA.xb"L.SDS FROM I i "TO „DIAMETER HYBRID THREADED ROD ASSEMBLY. --- - - ----- ------- ---------..-_.___ - --------- --._ 1 i i � - -. __ I ... - ----- --- --'-- - --- ----- -- -- -' - -----. ._...-f-- _ I BACK. I"DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE I I I T14G I _-_ ! * AT FOUNDATION,w/i-to-�REDUCING COUPLING TO J" I -'--------------------------- ---_-` - _i--- I ----- - -- - .._ I \'� I DIAMETER FULL-HEIGHT THREADED ROD w/2"x2"x$" 10 F(2)R6-CONT.-1/3 _-_ _ ___ IT D FACE VIEW ` ' WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. I IT A x - ONT 1/3 T13G 1 2 of 4 III (1)1/2"DIA.A.T.R.W/ 1 __ ___ CONVENTIONALLY I 1. \ � 9 J"DIAMETER THREADED ROD ASSEMBLY w/4" IT B ` I ---- I • 3"X3"EA S DEE OF EMBEDMENT INTO FOUNDATION AND COUPLINGS AS I STRAP ALL SECOND *RODS AT MAX.3'-10"o/c @COLUMN,AS REQ'D. 2"x2"4"WASHER ATOP UPPER-MOST TOP PL. I FLOOR ROOF BEARING rt_ SHOWN. ASSEMBLY. WALLS TO BEAMS / j B 3 2nd FLOOR STRUCTJRAL PLAN1. rA"""""`\ I HEADERS BELOW PER s> WINDOW HEADER DETAIL s, REAR PORCH FRAMING DETAIL s, „ - , „ ! DETAIL A/STI. 3 16 — 1 -0 ii i I i 11 SHEATHING THICKNESS & ATTACHMENT SCHEDULE II 7/16" THICK (MIN.) (2 /16 HEADER, ADJACENT To THIS DOCUMENT, ALONG WITH SPAN INDEX) APA- 0 TOP >- PER CALL I ASSOCIATED DOCUMENTS, IS AN ROOF SHEATHING *WALL S H E A T H I I�G* I TECO-RATED WALL SH ATHING 1 » MI OUT ON STRUCTURAL SPH4-6-8 CONNECTORS AT + , iP4 \ (3) ROWS OF W/(1) ROW OF 8d NA S O PLAN. TOP >-TO-CORNER POST I & INSTRUMENT OF ENGINEER S WIND (supported cG "O/CMAX.) (supportedt AX.) II 3"o/c AT TOP OF SH 'G(IN TO ASSEMBLY AND O TOP SERVICE FOR THE EXCLUSIVE USE SPEED&F !I1.1 (1) ROW OF V10d NAILS o 8'8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING** • 10d NAILS O.C., STAGGERED TOP >) AND AT BOTT OF I I >-TO-HEADER O MAX. 32"o/c. AT THE PROJECT TITLED HEREIN. EXPOSURE MIN.THICKNESS*** PERIMETER/ ERT APP.VV V APP. IN I O 4" O.C. AS SHOWN, EA SHTN'G (IN TO HDR.). NO (SPAN INDEX) ZONE END ZONES APPLICATION OUT STUCCO W/STUCCO ZONE ZONE I • (1)ROW OF S @ STAGGERED, PLY. ADDITIONAL >-TO-HEA ER GARAGE.OUTSIDE CORNER OF , i INFORMATION DERIVED FROM THIS -7/717" 15/ ! t t/a" OFF 1 5 • CONNECTORS REQ'D w TRUSS 1 { DOCUMENT, AND/OR ASSOCIATED 7/16" STRUCTURAL G°/12° G°/12° STAGGERED, <OF 2x6. / • UPLIFTS <1,000% FOR IGHER DOCUMENTS, MAY NOT BE USED I-RATED OSB MAY „ ro UPLIFTS USE CONNECTI SAS 0 x G TOE- OR END-NAILS (24/I G) (24/I G} (32/I G) (1) DIAL. BRACE OVER MIN. (4) FOR OTHER WORK WITHIN 3/4 2 1 Z" LSPECIFIED ON STRUCTURAL O KING-STUD TO HEADER. BE USED I.L.O. • • TRUSSES APPLIED TO BACK SIDE OF (S) OR „ �� �� (supported 4"OIC MAX.) • OF CENTERLINE PLAN. TRUSS TO >C IPS TO '• IF THE INDICATED EMBEDDED 2x10 HDRS. USE (9) NAILS, PROJECT(S)15/32" EXPOSURE 115:132 mph 7/i G G111 1 2 G/G * OF 2x4 BE ATTACHED TO SHEATHED 2x12 & ENG. WOOD HDRS. APPLIED TO FRONT SIDE WEB. CONNECT TO EACH TRUSS WEB ( ) WITHOUT THE 1-RATED. EXP.B,C,&D (24/1 G) MIN.THICKNESS{SPAN INDEX) 8d COMMON NAILING i ° W STRAP(a) ARE NOT PROPERLY W/(2) NAILS. INSTALL DIAL. BRACES ppEE EXPRESS WRITTEN PERMISSION OF HORIZONTALVERTAPP.W VER APP. iNT END • TYRE'CORNER CAST-IN-PLACE, THEY MAY BE USE (12) NAILS. OF WEB O EACH END OF CONT. LATERAL APPLICATION OUT STUCCO W/STUCCO ZONE ZONE IP GARAGE. REPLACED BY THE FOLLOWING: BRACE LINES & O MAX. 20' THE PROJECT ENGINEER IDENTIFIED r I ° (1) HTT22 •• (1) MSTA-SERIES STRAP O I INTERVALS BETWEEN ENDS. 15/32 1 5/32 19/32 G°/1 2" G"/G° 131x3" TOE- OR EN -NAIL EACU JACK-STUD TO 4 BELOW. (32/I G) (32/I G) (4O/2O) O KING-STUD r0 HE DER. HEADER. 2x10 HDRS. USE 1 1/2" 1 1/2" \_ 4 _.�, '�// , 2 i 5/8• 2x10 HDRS. USE (9) NAILS, 18" STRAPS, 2x12 &ENG. REV DESCRIPTION •• MIN. WALL SHEATHING & • BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF '10 FBC-R: MIN. 0.113" i 2x12 & ENG. WOOD DRS. WOOD HDRS: USE 24" NAILING MAY BE OVERRIDDEN OF WALL SHEATHING. NOMINAL SHANK dia., RING dia. 0.012" OVER SHANK dio., 16-20 I USE (12) NAILS. app ' RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2" LENGTH. " '§'r Eir1EiDDED STRAPS MUST I �I \ / BY REQUIRED SHEARWALL . T I WOOD-Tie ANCHORI G ROD2 /i6 THICK (MIN.) (24/16 SPA BE INSTALLED W/ ADDITIONAL CONTINUOUS LATERAL IF LATERAL BRACE MUST BE MADE OF 1 NAILING (SEE F/STi). ROOF SHEATHING PER SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL BRACE QUANTITY AND SEE P/STi FOR BOTTOM CHORD I COLD NS. JACK-TO-KING STUD PER DETAIL B/STI, AT INDEX) APA- OR TECO-RATED PC. OF #4 REBAR PER �� LOCATION DEFINED BY MORE THAN ONE PIECE, DO SO BY TABLE, W/PLY CLIPS SHEATHING-70-/0.7 W/MIN Sd'3 O 12" 0/C E GYPSUM CONNECT W/ - BRACING REQUIREMENTS. ! ASSEMBLIES, CORNER POST. ETC. EACH END OF WALL WALL SHEATHING W/ 3"/12"o/c SIMPSON INSTRUCTIONS. OVERLAPPING AT LEAST 2 TRUSSES 2 (4) ,131x3" TOE-NAILS O EA. TRUSS/ , 'SPECIFIED NAILING REQUIRED FOR MIN OUTER PO 4" 0/C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH SEGMENT, WITHIN 2 OF 8d NAILING, EXCEPT WHEN NOTED. TRUSS ENGINEER. ••• MIN, 19/32" RAFTER -TO-TOP PL. IN ADDITION TO I EVERY PLY IN ADDITION TO 2 PLY'S. LY TO SHEATHING AS JACK-/KING-STUD BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF CONNECT TO EACH \\ ENGINEERED TRUSSES OR / TRUSS MEMBER W/(2) (40/20) WITH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE ! ASSEMBLY& CORNER POST EDGES W/2x BLOCKING. STH014 AT CURB WALL 3 - CONVENTIONAL (SOLID-SAWN) ! NAILS \ ROOFING. UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & I ASSEMBLY. ROD O CORNER (DTL 2/ST2) j NOTED OTHERWISE. RAFTER BEARING POINTS. FRAMING. SEE PLAN, LAYOUT OR (i) STHD14/-RJ CONNECTOR O N //> SSOCIATED DELEGATED I MAY BE INSTALLED TO JACK-/KING-STUD ASSEMBLY- LOCATIONS. EITHER <� ENGINEERING FOR TYPE, SIZE & ! D MULTIPLE PLY POST CONNECTIONS TO-FOUNDATION & O CORNER MAY BE USED AT v q TRUSS-TO-PL, CONNECTORS ORIENTATION OF MEMBERS. I POST ASSEMBLY-TO- NON-CURB WALL (DTL �,\ STl NOT TO SCALE FOUNDATION. (MAY BE USED 1/ST2) LOCATIONS. EXCEPT AS NOTED ON STRUCTURAL P�AN(SI !I "AL.L" ROOF TRIJSSES TO HAVE: (2) 2x( ) X12 SYP TOP PL.. FASTEN PLIES ! I.L. WOOD•Tie RODS) \ _ The - -- - r- -- ------ -- - TOGETHER w/ (2) ROWS .131x3" NAILS O r LENGTH OF CS16 STRAPPING w/MIN. (10) 10d --% (1) Hr.SA Ok ! (t) SDW� SCi?E4N " DOOR(S) SHALL BE J i CASTILLO 12 o/c, STAGGERED, W/MIN. 24" LAP / I INTO EACH PLY OF SILL & HEADIER), EXTEND ATTACHED TO `� MIN. (12) .131x3" NAILS IN EA. LAP. I HORIZONTALLY ACROSS STUD ASSEMBLY& APPROPRIATE FRAMING 1+ MULTIPLE TRUSSES 11 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 STRAPS I.L.O. STHD's ' Group- NOT REQ'D WHEN USING WOOD'rie I HOLES w/ 10d. (TYP - 4 STRAPS O HEADIER) & ACCORDANCE WITH FOR TRUSSES O 24' O/C MAX .t (2)2x( ) BLOCKING (TYP). MATCH SIZE WOOD* APPLICABLE 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). i ANCHORING R FRAMI G W 16d or (2 ) tOd '• TYPICAL EXTERIOR WALL _----- _._ _--__._ _ _ ____.____-_-_ I MANUFACTURERS N /(��? ¢ 2x( ) #2 SYP SHOE PL. W/(2) ROWS ! f ".� - M =t. . .. - INSTRUCTIONS & TRADITIONAL METAL CONNECTORS i � AFI°rlaac°>po<at1°n OF.131x3" O 12"o/c, STAGGERED. � z 1 RE TIONS. / M Designers MIN. 23 23/32" APA- OR TECO-RATED HEADER PER STRUCTURAL PLAN ! H EXTERIOR STUD WALL SPECIFICATIONSf7-_4-7 T&G DECKING (24"o/c .TURD-I-FLOOR) W/ II II I N I SEE DETAIL C/STi FOR (VERTICAL) TYPI AL GARAGE DOOR OPM I G FRA I G DETAIL - U. .0. , 0 - __ SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. 6"/6"o/c 10d NAILING & APPROVED II 1 HEADER-TO-STUD STRAPPING STi NOT T SCALE / ! Engineers CO TRIJ,CTION ADHESIVE. - •». f :. •= SPECIFICATIONS. 2nd FLOOR WALL - MATCH SIZE, GRADE & _--__ I ! ___ _ --- ----.---_ ___.----_ --._.-_._..__.._..--------___ .-_ .----- IWALL SHEATHING - ABOVE 6550 Roosevelt Blvd. ----... QUANTITY OF ALL 2nd - - T,, ---- IAT EXTERIOR DECKS, L DGER j 1_3 4- SEE TYPICAL WALL�1 r• �, ! 1 / " Width Pieces: ----- - .---- FASTEN FLOOR Jacksonville,FL 32244TYPICAL INTERIOR BEARING WALLFLR STUD COLUMNS W/ + ' ! SHALL MATCH JOIST DE TH MIN. SECTION (A/STI) FOR�` DECKING PER A ST1 (I I p ( • Minimum of(2) rows of 12d (3-1/4") noils O 12" o/c. -� ( / ) f (904)•7.72.6100III BLOCKING IN FLR SYS. /,' I I � � .,: S WB !' � /� % ADDITIONAL SPECSt - LL ` 7 I 2x8) AND BE ATTACHE TO EACH • Minimum of(3) rows of 12d (3-1/4") nails O i2" o/c for 14 & TO LATERAL BRACE W/ry +AND W 1st FLR-LEVEL +' \ L ;I NAIL THROUGH A.P.A. RATED SHEATHING 16"o/c (MAX) VERT. FR MING w/ -- deeper. (4) 10d COMMON NAILS FL CoA No.i9o15RAL PLANS / 1 i INTO FRAMING W/8d AT 3" O.C. AT ALL . T-BRACE FASTENED TO 2x4 PLANK ORIENTEDEFFECTIVE PL.HT. FT ALLOWABLE STUD _ STUD COLUMN U.N.O.. _- 1I -_�Y - I I EDGES AND INTO EACH PLY D. EACH Wdio. SDS-SCREWS - " LONG IF ---- I Nalled connections require an additional row of nods When nail size I „Toa-t1 au _� 1= s i DIRECTLY ATTACHED TO FRAMING, s smaller than s ecified above min. 0.128"X3" WEB W/.131x3" a 6" LATERAL BRACES O242- t X4 P tINTERMEDIATE FLOOR SYSTEM - f DOUBLE INTERIOR PLATE, 12" O.C. / w • P ( ) 0 C. T-BRACE TO BE I 0/C TOP AND BOTTOM. 2x4 DIAGONAL vTot '-7" x P 3-1 2" LONG IF ATTAC ED Not from BOTH SIDES of 3-ply members /APPLICABLE TO MULTI-STORY BUIL I� W h W ELSEWHERE. THROUGH SHTN'G. < 3-1 2 SAME SPECIES AND FASTEN TO FLOOR TRUSS BRACE O 24" ITo 2t'-7" 2 s SYP sTuos o t2"o / " Width Pieces A�1Q 4-p 1-3/4 Width Pieces 12"ONLY. SEE PLAN, LAYOUT, OR QUANTITY OF SCREWS: -(-� � • Minimum of 2 ro { GRADE AS WEB TO BE j W/(3) 10d COMMON O/C, DIAGONAL II ASSOCIATED DELEGATED ENGINERiNG FOR II II FOR OTHER UPLIFT HARDWARE AND I O N1$" /2" Dolts O 24" o% ;too eat' ! ATTACH 2nd FLR STUDS TO 1st FLR TYPE, SIZE & ORIENTATION OF MEMBERS, I CONNECTIONS, SEE TYPICAL WALL 2x STUDS 12" j BRACED. SIZE OF MEMBER TOE-NAILS. BRACES TO BRACE TO ! SECTION AND TYPICAL HEADER i PER TABLE. i�i i / AS SPECIFIED BY TRUSS EXTEND INTO FLOOR I LATERAL BRACE STUDS OR BEAMS W CS16 STRAPS BRACING, BLOCKING & INSTALLATION 12" i » { ) / DETAILS. 1 FRAMING DETAIL. �� I/� DESIGN ENGINEER MIN. I SYSTEM (1) BAY. COM�AO iOAILS T � i 1X4. I LATERAL BRACE LOCATION N N (28 + DEPTH OF FLR SYS. IN LENGTH) ® MAX. 32"o/c W/ (11) t Od/END, SEE SCHEDULE FOR (2)2X0 HEAD AT DOUBLE INTERIOR „ NOTE: % , / /%/'� / ) ON BOTTOM CHORD TO AT EACH END 1 X12 SYP LEDGER FASTENED TO 16 o/ % f MATCH BRACE LOCATION CENTERED ON FLR SYS., TYPICAL, INT, I AND SILL (MAX) STUDS W/.131x3" GUN NAILS O EA TRUSS-TO-LEDGER / i -' ` ON TOP CHORD. i MINIMUM WALL STUD SILLS/PLATES/BLOCKING, NAIL FIRST '/� / \ ( ) PLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STU BEYOND LAST TRUSS. I CONNECTOR /'( / F & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & ; TYP ' '%'' USING WOOD Tie ANCHORING RODS PER SPECIFIEDI �� • SPACING - i 12d COMMONS AT 8" O.C. BY TRUSS -16' I '-�, i TYPICAL U.N.O. ENGINEER. ``' ' ' i I INTERMEDIATE FLOOR DETAIL B/STi N I i SIDE PANEL HEIGHT TO �/ / I SYSTEM FASTEN EXT. WALL SHEATHING PT 2x0 #2 SYP SHOE PL.. I I i WIDTH REQUIREMENTS !2. // / 1 7 W SPH4-6-8 ® MAX 32"o c I I h ft IN. w �j/ ® Q/ IL TO TOP PL., SHOE PL. & RIM or / I !! I I 7' 2'-1" v/ - x w IL H I CEILING UNE > RIBBON W PRESCRIBED "EDGE NAILING" PL-TO-STUDS - NOT REQUIRED ! z I 1! Rv,# 777-1241.....2x8 W/(8) NAILS O EACH STUD. /' ,< TRUSS WEB REQUIRING BRACIN . SIZE/SPACING. WHEN USING WOOD•Tie ANCHORING N I I I j 5 -5 1 2 IlRyi 124 _ � ECTIO OF ULTIPLE PLY. F _ " RODS PER DETAIL B/STi. I i 4 ,-2 , 2 I LEDGE DETAIL srl SCL BEAMS U.N.O. 11ry WITH 4 BRICK VENEER EXTERI - FINISH, ADD CORRUGATED G LV. h I ! STl NOT TO SCALE NOT TO GALE / FLOOR EDGE „ --------- --- - ------------------------------------------------------------------------------------ ----------------------------------------.......----------------------------_----------------------------------------------- BRICK TIES 0 24 o/c HORZ. & I , I ------- _________=___.______._------------- ---- - ------------- ------- - -- -- - ----------- --------- - --- ---- --- - -- ------- ------ J------------,/ TRUSS ON PARALLEL END WALL (NOTE: 16"0/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT ROOF/FLOOR RIBBON ON FLOOR TRUSSES NOT SHOWN • / (1) HTT5 TO ATR (TYP). HEIGHT-LIMITED FOR CLARITY,) BE FASTENED THRU SHTN'G TO CAST-IN-PLACE "J" BOLTS OR APPLICATIONS MAY USE, I.L.O. EAGH TRUSSES (2) X12 SPF 2x4 O EA. CORNER WALL STUDS. 1/2"dio X 6" EMBEDMENT HTT5, (1) PHD6 OR (2) PHD2's. IF ROOF/FLOOR SHE THI I I.L.O. 4x4 POST. (3) #2 SPF 2x4'S SINGLE TRUSS EPDXIED ALL-THREAD RODS w/ FOOTING (SEE TYPICAL WALL SECTION) - ---- --:--_-:-._ ..--- PHD2's ARE USED, MATCH HTT4 ATR = ---------- ----- --- O CORNERS DIRECTLY BENEATH WALL SHEATHING PER TABLE 2"x2"x1/8" WASHERS 0 24"o c. --- -- ------ -------- -------------------- ------------------------------- --- SPECS. IF OVER ist FLOOR BEAM, BEAM WHEN 6x6 IS REQ'D. BRACING NOTES: Q STRAP TO BEAM W/(3) CS16's (3ply 2X4 X12 SPF LEDGER » 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. Li SEE SILL PL. SHEAR CONNECTOR HTTtB & 5/8"0x5-1/2 EMBED 1 END POSTS REQUIRED). w/(4) .131 X 3" TO ,i 2. BRACING LUMBER SHALL INTERSECT r0 WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS �► MONOLITHIC-STYLE FOUNDATION SCHEDULE ON S-SHEETS) EACH INTERSECTING EPDXIED ALL THREAD O EACH DETAILS PRODUCED BY THE TRUSS ENGINEER. I► SHOWN. SEE SHEET ST2 FO : E S WB - SPECIAL S H E A R WA L L DETAIL TRLI.. MEMBER - NA .131x3" _ _____- - -___Qs.ALTERNATIVE AS SHOWN ON WHEN USING WOOD Tie RODS. NAILS O EACH _ _-___-_ - --STRUCTURAL PLAN. 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. APPROVED FOUNDATION STl NOT TO SCALE USE WHEN BOTTOM TRUSS OR 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. CHORDS ON 5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. TYPES/STYLES. TLEDGER TO DIFFERENT HEIGHTS BLOCKING. I r ON OPPOSITE SIDES III � BEAM-STRAP PER N/STi LION 0 C;d OF WALL. 7/16" A.P.A. OR TECO RATED A TYPICAL ONE- & TWO-STORY WALL DETAIL I 11 SHEATHING W/6'/12"o/c ad ST1 NOT TO SCALE I 2x4 N2 SPF BLOCKING (4) .131x3" TOENAILS III NAILING - 4 SIDES R PERMANENT ROOF & FLOOR LATERAL BRACING O EACH BLOCKING 5"< FROM EDGE OF 24" 0/C. REDUCE III- I STi NOT TO SCALE A SHEATHING/POST SPACING TO 16" o/c F EXTERIORTO TOP /LATE WALL. F PT. BEAM ABOVE Q 014 % ! SW2 AND 12" a/c FOR LOW-CARBON STEEL NUT FOR )�"o AT ;/ - ROOF SYSTEM - _ SWi• ABOVE ROUND "FENDER" WASHER ABOVE / °° /'' CONNECTED TO WALL I --- -- - - - -i1 ---- -MIXIM - •• WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLOOKERS - --- PE K OF GABLE TO THE EAVE OR SEAT OF THE 3"x3"x9/64" SLOTTED STEEL WASHER,/%, PER STRUCTURAL I - OVERHANGS s i6 O 24"o/c W/ ROD TO BE POSITIONED SO THAT SQUARE ° ��_~' _ ___ DETAILS. ( ! j EXTERIOR W LL TRUSS IS LESS THAN THE MINIMUM ON-CENTER (1) H5 OEACH OUTLOOKER TO TOP I► --- SW (TYPE) SPACING INDICATED FOR THE "X"-BRACING, A U WASHER CAN BE TOTALLY SUPPORTEC BY CHORD OF GABLE TRUSS OR ENO MIN. 7/ifi" THICK (24/16 SPAN INDEX) APA- OR ._----. BUILT-UP OR BOXED COLUMN MAY @E SINGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP >• ,--TOP PL.. �X y' i TECO-RATED WALL SHEATHING ATTACHED TO DETAIL TO BE F LLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 424 OR 6x6. AND THE OTHER (OFF-PEAK) "X"-BRACES MAY - OVERHANGS 16"->24", O 16"o/c O - � i !i i FRAMING MEMBERS & BLOCKING PER TABLE BELOW, j EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. BE OMITTED AT THE CONTRACTOR'S DISCRETION. / TORQUE NUT ABOVE WASHER TO 30-36 I j BLOCK ALL UNSUPPORTED PANEL EDGES W/ IN. I L BOXED COLUMN DETAIL ., FOOT-POUNDS AT TIME OF INSTALLATION 2x4 BLOCKING. ! STi NOT TO SCALE (2) H6 OEACH OUTLOOKER TO TOP K TRUSS BLOCKI G DETAIL FASTEN ALL ROOF SHEATHI G CHORD of GABLE TRUSS OR END \FATEN ALLROOF SHEATHINGr n/. (AFTER EPDXY CURES). I 2pty MIN. STUD END POST(PER I I '_ - J ' NOT2x4 BLOCKING AT ALL ROOF ALL TOP >. - /' I STRUCTURAL PLAN @EACH END OF I STi " L SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS W/8d ALL SUPPORTS w/8d #► / 1 I SHEAR-WALL U.N.O.. SEE DETAIL D-STI ! I- - .------------ -------------------------------------------------------------------------------------------------- ----------- -- -- ----------------------------------------------------- - LE WALL. NAILS O 4"o/c 2x /2 SYP BLKN'G BTWN NAILS O 4"o/c 4' 0" OF GAB ,FOR ATTACHMENT OF POST PLY'S. I I ! ! -- -------`- I OUTLOOKERS W/.13123" _ •ATR MAXIMUM OUT-OF-PLUMB --�"� -� 12�- TOLERANCE: Ys" PER FOOT OR 2" PER 1/2" WOOD•Tie I / TOE-NAILS O 6"o c TO I 5-1 2" MAX ROD U.N.O. (3).131x3" TOE-NAILS TOP CHORD or TOP > =•" 4► FLOOR LEVEL - WHICHEVER IS LESS. / -� HEADER PER STRUCTUti L ( OUTLOOKER --...- ---------- --- -- ---- ------------ -- - - �► WOOD Ti•Roo -'�/- ------------- - -- -- ----- PROVIDE FULL I BLOCKING-TO-TRUSS DROPPED (-3-Js") TOP CHORD Z2x4 BLOCKING AT ALL ROOF CO TI A - - - ----_...-_. �� KING-STUD ASSEMBLY PLAN OR TRUSS LAYOUT SHEATHING PANEL EDGES WITHI I p2 SYP DBL OP cHOR . _NVEN ON L OVERFRAMING CONSTRUCTION NOTES '.._ �► SHEATHING COVERAGE TOP > 4'-0" OF GABLE ALL. ! WOOD TIE ROD PER AT OPENINGS MAY SERVE 2x L' OR "T" BRACING ON VERTICAL i ON MIN. ONE PLATE. II ;I I II /STi AS END POSTS AT --- ----- ---------------_ - ! 22 SYP VER 2x WEBS AS SPEC'D BY TRUSS ENGINEER. 1 1 NAILING INTO TOP PLATE I i1 ! SHEAR-WALL ENDS L O BTM TO TO MIN. 2x4 X12 SPF O MAX. 24"o/c W/ (3) .131x3" TOE-NAILS o RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS ® 24" 0/C ATTACHED TO RIDGE & VALLEY NAILER W 0 PER A/STi. !' ; i I i OU TC / (3) .131x3" TOENAILS. -I ! w (3) .13123" NAILS ' 131x3" NAILS O s"o/c FROM BRACING VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W/ (4) •131x3" NAILS. - INSTALL DBL 2x ! I, i (2)MSTA24 W/( )10d / T -NAILS PER END. TO WEB. ABSENT OF SPEC(S) ON I ; AT EACH » BLOCKING NV _-__- __ EACH END E CH 2x p2 SYP DOUBLE TOP >ASSEMBLY RAFTER CRIPPLES - 2x4 2 SPF CRIPPLES ® 4' O/C (MAX HEIGHT = 6'-3"'). LC) 1 �! SHEAR-WALL, PER 5-1/2 AX FIRST TWO STUD I TRUSS ENG., REFER TO"EXT• WALL • W INTERMEDIATE SHEAR I BEAM TO POS. 2x4 /2 SYP 'X" BRACING. LOCA O PEAK &SPACE STUD SCHED." ON STRUCTURAL - SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4 $PF 2' 0/C (MAX HEIGHT = 6'-3" ). l! INTERMME�DIATE FLOOR FASTENERS, PER DETAIL ASSOCIATED TABLE. !IL SPACES.!MATCH " » 1 1 I 1 1 1 » " „ LO -CARBON STEEL ! SYSTEM-APPLICABLE ! ADJACF T EQUALLYEACH WAY AS SHOWN BELOW. EXTEND X DRAWING, USING WEB LENGTH/HEiGHT 2x STUDS CONTINUOUS FROM FLOOR IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE W/ .131x3 NAILS ® 4 0/C (MAX HEIGHT = 9-10 ). �� ry W II A/STi TABLE, TYP. ,I %BEA ABO BRACES I ARD I F I H I I 1•= COUPLER W/MIN. V BUILpuNGS ONLY. III FRAMI (#, PER M vE NW M N. 8 ROM GABLE WALL AND L.O. >" E GHT�DOUBLE AND/oR SYSTEM 70 UNDERSIDE of DBL TOP > IF 2x4 T BRACE IS nTTACHED TO CRIPPLE w/ .131x3 NAILS 4 0/C (MAX HEIGHT - 11 -2 ). .► c•i THREAD ENGAGEMENT II 1 IA / ATTACH TO 2x4 VERT o MID POINT W/(3) .131x3 TRIPLE L s/T•: AS REQUIRED TO ASSEMBLY(O OUITLOOKERS). SEE IF CRIPPLE DOES NOT EAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 f{2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED 3 .131 x " I I 4 -------- -- I SIZE/ IDE �B r � t o I I 1 FROM EACH ENGAGEMENT a 11 I i I SPECIE$ FROM Plc i2 SYP 4x4 POST NAILS FM EA SIDE OF X BRACING. IN. (3) EVENLY MAINTAIN MAX o%SPACING WHEN STRUCTURAL PLAN. TOE-NAILS TO EACH TRUSS TOP CHORD. W/ { ) 3 i STUD HEDULE. "X" BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON 1 I ROD. (OPTIONAL, -COLUMNS TALLER THAN 10' OR I I I I I I� ATTACH CRIPPLES TO RAFTER OR RIDGE W/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING W/ (3) .131x3" TOENAILS. LOCATE.AS REQ'D) II I INTERMEDIATE .HEA, FASTENERS, PER SILL > I I I I THOSE SUPPOR NG ENGINEERED MAX "X" BRACE SPACING bi TOP CHORD GABLE RO ENGINEERED ROOF TRUSSES - RIDGE - MIN. 2x8 SYP/SPF I WooD•T;e ROD. - l�"dio. SHEAR CONNETOR SCHEDULE oN S-SHEET(.). 1/2" dia. (2) MSTA30 W/(24) IOd WOOD PRODUCT: USE PT y2 <412 PITCH - 8-0 o/c TRUSS E USE M N 2 S /SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). z M WOOD Tie NAILS NAILED TO PLATES ! SYP 6x6 POST. (U.N.O. ON -42 <112 PITCH - 6'-O"o/c CONVENTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO CQMMON TRUSS ® ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END W/ (3) .131x3" TOENAILS. A307 THREADED STEEL RODS � �� U.N.O. 7/16" THICK (MIN.) APA- BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING W/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/STi° ("ATR") LOCATED AT TRDTN'L MTL CONNECTORS WOOD*Tie ANCHORING RODS I FACE BOF KI LL,ON INSIDE STRUCTURAL PL N) TECO-RATED WALL SHEATHING. " 0 ` - J CORNERS, EACH SIDE OF i EXTRA ROD REO. FOR SHEAR-WALL HOLD DOWN IN _----- _______ -- ------- ---------.-----------. -- MATCH NAIL SIZE/SPACING _-_.____ _ -_-_. SEE TRUSS DETAIL VALCONVF1103 (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. 4% rd OPENINGS LARGER THAN 6', I ADDITION TO ANY RODS USED FOR UPLIFT. DESIGNATED FOR WALL BELOW "INDEX" SHEATHING t/4" FROM EDIATE AND 6'o/c (EXT. WALLS) or ! 1 2x4 #2 SYP LATERAL BRACING GABLE. BLOCK ALL PANEL EDGES. NIn BOTTOM OF SHOE PLATE FOR SILL PLATE 4'o/c (INT. WALLS) II POST TO SLAB ONNECTiON WITH w/(3) .131x3" NAILS INTO EACH BALLOON FRAMED MATCH EDGE NAILING MATCH EDGE NAILING MOISTURE PROTECTION AND TO SHEAR TRS - THEREAFTER. SEE DETAIL i - - i I BEAM ABU44 OR ABU66 W/(12) 16d TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO •' BALLOON FRAMING MAY BE USED WITH PATTERN FOR x PATTERN FOR -- ----------------------- 2x4 #2 SYP "CATS"O CREATE OVERLAP ONTO DOUBLE CONNEC 0 F/STi FOR USE AT ENDS OF 8d COMMON HOLD DOWNS EACH END OF EACH SHEAR-WALL SEGMENT ABOVE SPACING & LOCATION of ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW(BEL 2 2 SYP CONTINUOUS X PLATE O TOP OF WALL. SEE TABLE FOR II & ATR OR (1) TTt6 & ATR. BOTTOM CHORD of GABLE TRUSS w/ �, FR0 TOP >OF SHEAR WALL SEGMENTS. ,! NAIL SPACING SPECIFIED SW(BEL 12"o/c ATTACHED TO OUTSIDE FACE OF SHEATHING TO APPROVED SHEAR-WALL 1st-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS Q�� ADJACENT "X" BRACING. (2) H2.5's, H5's OR EQ. FRA LNG. IN EITHER APPLICATION. WALL AT SHEATHIN TOP SHEAR-WALL TO ADJACENT, AT SHEATHIN TOP TOP >S W/(4) 12d BE "FLUSH" W/SLAB EDGE. FASTENERS AND I DESIGNATION FRAMING is M BE CONTINUOUS FROM THE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD OF INDICATED COMMON NAILS & r- w • . 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. TRUSS CONNECTION. ATTACH TO EACH �� SPACING. PANEL PANEL TRADITIONAL WOOD Tie TRADITIONAL WOOD Tie I x 3" NAILS FROM TRUSS BC \ - - - ---------- - _ FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP >ASSEMBLY W/ ADJACENT, AND CONNECTED T0, TO THE TO 2x AND FROM 2x TO EDGES FIELD HARDWARE RODS HARDWARE RODS __ _ ADJACENT TRUSS W/ i ! A T ) FASTEN STUD /LYS �� p OF GABLE TRUSS. SEE ! .131x3" TOENAILS O 6"o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. A I TOP >- MATCH EDGE (3) 10d COMMON S{�1/ WALL SEGMENTS X15 LONG. WALL SEGMENTS _ (2) CSi$s ACROSS WALL SEGMENTS > i STRUCTURAL PLAN. GABLE TRUSS IS USED, IT MAY BE APPLIED TO ' I TOGETHER PER DETAIL MSTA12 STRAPS O 48"o/c OR LTP4 I NAILING PATTERN FOR TOE-NAILS. I i�l ! ENCLOSED 6-o/c 12'0/c NONE REQ'D. WALL 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE ii \ \ \ � THE INSIDE OF THE WALL STUDS AND THE B.C. ! ! I- _ I D-STI. // \//\//\////\//\ PLATES O 32"o/c. / SPECIFIED SHEAR-WALL 2x SIMPSON "AT" (ACRYLIC TIE) SEGMENTS < 15' LONG: (1) REQ'D. WALL HEADER OR STUD REQ'D. WALL \/\ /\/\/\/\/\ \/\/� - ATTACHED TO EACH STUD WITH (3) .131 X 3" / ! ' I \ \ \ \ \�\ i' ENG. TRUSS -------- MUST MATCH OR EXCEED 2-PART EPDXY, INSTALLED w C° / FOUNDATION - i HTT16 OR (1) PHD2 SEGMENTS < 15' COLUMN BELOW w/ SEGMENTS < 15' //\// \//\//\//�/ PLATFORM FRAMED y / AND THE T.C. TO THE TOP PLATES W/.131 X ENG. TRUSS - - -- -- - ENG. TRUSS PER -< MONOLITHIC-STYLE I ARTIALLY LONG: (1)J¢"dio 1st FLOOR LONG: (,) J¢"dia 1 //\\\'\ \ \\�\��/ •• BOTTOM CHORD OF GABLE TRUSS MAY BE �ry % 3" O 4"o/c IN (2) STAGGERED ROWS. •• - = LENGHT OF SHEAR-WALL. INSTRUCTIONS.MANUFACTURER'S p A Li _ FOUNDATION SHOWN ! ENCLOSED 6'o/c 8"o/c WOOD'Tie R00 HOLD-DOWN AT BASE WOOD'Tie ROD I ��%///\// /\//\ F / SHEAR-WALL CONSTRUCT SHEAR-WALL - CONSTRUCT mZ I FOR CLARITY, SEE ���\\'\\jj\/\\�' FOOTING (SEE F91"LTINSTNCES:OVERTCAiN WALL FRAMI T // IF 1st OUTLOOKER IS PER SPECIFICATION. EIT PER SPECIFICATION. EITH # Q R P 1 i � --I I SHEET ST2 FOR I SW2 „ (1) HTT4 0 (1) HD2 O Y2 d o (2) CS16'?ACROSS (1) X2"dio ----- ---------1-1-------------------------------------------------------1------------- �\</., FOUNDATION PLN FOR >32" FROM FASCIA OR BOTH SIDE(S) MAY I OR BOTH SIDES MAY BE I w p w ; ENCLOSED 4 o c 12"o/c WOOD•Tie ROD FLOOR SYSTEM TO WOOD'Tie ROD BE CONTINUOUS FROM FLOOR BELOW TO TOP �� /' / BOARD, DOUBLE ist SHEATHED. I EDGE OF 2x NEED NOT SHEATHED. O F_ APPROVED FOUNDATION / SIZE) PLATES IMMEDIATELY ADJACENT, AND i OUTLOOKER ONLY. BE FLUSH WITH EDGE � TYPES/STYLES. HEADER OR STUD •+ COL. BELOW w/ 1st CONNECTED T0, BOTTOM CHORD ABOVE. %� OF TOP >. ch U E Q � ACLOSEDRTIALL 4"o/c 8"o/c FLOOR HOLD-DOWN PORCH POST & BEAM THIS DETAIL PROVIDES 'N ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A 7 ' U ENCLOSED AT BASE CHA G I PAT HEIGHT N SHEAR-WALL TO A HOZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA D m 0 MIN. 2" EDGE ' L' ! SWl (1) HTT5 OR (1)PHD6 (1) %"dia wooD•Tie (3) CS16's ACROSS (1) %"dia WOOD"Tie STl FRAMING DETAIL U.N O. AN ENGINEERED TRUSS AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS. AND MAY BE USED I.L.O. FRAMING THE In DISTANCE Q SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON j ENCLOSED 3"o/c 12-o/c ROD (MATCH HTT22 FLOOR SYSTEM TO ROD STi NOT TO SCALE I NOT TO SCALE $ - - SHEAR-WALL CONTINU S TO THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL I S-SHEETS) FOR SILL PL.-TO-FOUNDATION EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 I TYPICAL GABLE END FRAMING DETAIL U.N.O. SHEATHING. THIS DETA IS NOT APPLICABLE WHEN CONVENTIONAL _ SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVEN71ONAL 1-- -q;j- 0 W/ 3"x3"xy4 COL. BELOW w/ 1st EMBED./EDGE DIST.) -------.------------- ------ ----------------- -------_.. ----------------------------------------------- --------------- -•--.-------------- ROOF FRAMING IS USED. TAI F STi NOT TO SCALE C ACHORAGE WHEN USING W000'Tie ROD.. ------�------------- . Li PARTIALLY R - A FLOOR HOLD-DOWN w/ 3"x3"xYa" ENGINEERING I ENCLOSED 3"o/c 8"o/c AT BASE ROUND-HOLE FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGU �� WASHER ON CONSTRUCTIG A GYPSUM CLN G DETAILS OR MAXIMUM a/c P TI 0 1 OPTION 2 V) B W00 D*Tie DETAILS & SPECIFICATIONS MIN. 15 8d AILS E CH E D OF EACH STRAP. DIAPHRAGM. REFER GY REPORT ICC ESR SPACING OF BRACING EXTEND HEADER TO KING STUDS INTERIOR SHEAR-WALL ,• UNNING PARALLEL r0 TRUSS ABOVE INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE D � I 0 STl 1338 & ESR 1046 "GYPSUM BOARD NOT TO SCALEALL INTERIOR & EXTERIOR APPLICATIONS,". SEE H.I.B. '91 and BCSI 1-03 EXTEND ONE STUD TO TOP OF NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16" THICK APA OR TECO-RATED WALL UNDER-EAVES(SOFFIT) TO FOR ADDITIONAL ENGINEERED HEADER, INSTALL REMAINING STUDS MATCH EDGE NAILING ry r- ------------------------------- --- ------------------------------------------------------------------------ --------------------------- Y IF IDENTIFIED A H THE STRUCTURAL BE EITHER VINYL SOFFIT WOOD TRUSS HANDLING, 0 ----------------------- ---------------------------------------------•-----__.__. -------------------------------------.--------------------------_ -------------------------------- ------J SHEATHING ONLY DEN ED S SUCH ON E S CTU AL PLAN AS JACK STUDS AND TRAP EACH _- -- -- --- -- -- - PATTERN F ---------------------------------.----.------.._._.___.__.__.. N S E C TEN OR - ROOF/FLOOR SHEATHING U MATERIAL, RATED &I STALLED INSTALLATION AND BRACING JACK TO HEADER ON UNSHEATHED °°° ° ° ° ° ° ° ° ° ° SPECIFIED SW(BEL 2x4 �2 SYP NAILER TO 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12'x12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE ESIGN � °° ° ° ° o ° ° ° ° ° ° �1W F� BOTTOM CHORD OF TRUSS � 0 2x #2 SPF BLOCKING, AS REO'D FOR RADIUSED-TOP I 3) TOP PL SPLICES IN SWi & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48" LONG W/ MW. (24) EVENLY-SPACED 10d NAILS. PRESSURES FOR THE ECIFIC % SIDE W/(1) MSTA24 PER PLY. ° ° ° ° HEADER PER STRUCTURAL PLAN. AT SHEATHIN O-i0 TOP ! O 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. �, �6" HICK �% /� _i� �� 1x4 SYP CONTINUOUS BRACING °°° ° ° CHORD OF INDICATED 1 16" W/ 10d COMMON O 3 o/c. PROVIDE FULL-DEPTH �IA / / / / / / Z SHEATHING OR STRUCTURAL HEADER, ADJACENT TO II EACH SPLICE. (MIN.) APA- OR TECO RATED / R \ W/(2) 10d TO EACH TRUSS, _ ____ ° °-° - TRuss coNNEcnoN. MAX 7/16" THICK (MIN.) (24/16 BLOCKING BETWEEN JOIST/ / / / / / / V) N �- W " TOP PL. - PER CALL SPH4-6-8 CONNECTORS 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMU WALLS SHA USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR �' Q- \ DO NOT SPLICE - OVERLAP °° FASTEN TOP PLATE TO HEADER FI I I I SPAN INDEX) APA- OR TRUSSES ABOVE tat STORY - SHEET-SIDING w/(1) ROW OF 8d 2 SHEATHING w/6"/6"o c / 1 / 3 / 2 wl 2}ROWS of t6d NAILS O °1.1 I°I° SHEAR-WALLS. ATTACH / / / / / / OUT ON STRUCTURAL O TOP PL-TO-HEADER O ` SHEAR-WALLS WITH MINIMUM ATR EMBEDMENTS(INTO LINTEL OR TIE-BEAM) INCREASED TO 12" FOR 1 2 dio AND 15" FOR 5 8 dia RODS. JOINTS MIN. (2) TRUSSES. 3 o c TYP. I TECO-RATED WALL NAILS @ 3"o/c AT TOP OF AX PLN / " /" 6d NAILING. BLOCK A �% / `�� S I I .� °° / ( ) °° °° I I SHEATHING TO BLOCKING I SHTN'G (IN TO TOP >) AND AT I MAX. 32"o/c. 6) AT LOCATIONS WHERE AN INTERIOR WA IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL DGES. *---t ;` EXTEND BRACING TO END H. SEE CALL-OUT „° ° I I I I ENG. TRUSS SHEATHING W/ 3"o/c 8d / / / / / / / / BOTTOM OF SHTN'G (IN TO HDR,).I F � I ABOVE. REFER TO DETAIL W/ST1 FOR OPTION... , �F3RACED WALLS & A TACH° 1°° ..I 16" MIN. FOR 1 STORY �NAILING. BLOCK ALL BL Sd NAILS O 6"o/c AND DESIGN R W °° ° . °° I°I°I °I° 24" MIN. FOR 2 STORY ATTACH SHEATHING x UNSUPPORTED PANEL BLOCKING TO TOP PLATE / / /„ / / / / / NO ADDITIONAL PL.-TO-HEADER Ij I PLAN AT SPECL FASTEN SHEATHING TO HEADER W/ _- _ CONNECTORS REQ'D W/ TRUSS i31z3" TOE- OR I F TYPI A SHEAR- A L ASSE BLY DETAIL OPENING. °' 8d NAILS IN 3" GRID PATTERN AS °°I 101`. TO NAILER W/8d EDGES W/2x BLOCKING. W/0.131x3 TOE NAILS O __ UPLIFTS 0,000f FOR HIGHER C L W L M , I.`°° SHOWN & 3"o/c INTO ALL FRAMING °° ° COMMON O 3"o/c. 4"0/C IN (2) STAGGERD UPLIFTS USE CONNECTIONS AS END-NAILS O KING-STUD 1 7"/7"o/c 5d COOLER °°° MEMEBERS STUDS. BLOCKING, AND °I I°!° ! SHEAR-WALL - CONSTRUCT ROWS. DRAFT M E B SPECIFIED ON STRUCTURAL PLAN. =---=IJ= _===U TO HEADER. 2x6 HDR. II STi NOT TO SCALE NAILS OR X16. 1-Y" CONTINUOUS BRACING S SILLS) (TYP. I I .+ I PER SPECIFICATION. I I `\ USE (6) NAILS, 2x8 & I i I DRYWALL SCREWS APPLIED TO THE BOrT01t1IOF THE -I°I I°I° IF THE INDICATED ATTACH SHEATHING I SHEATHING BE ON OPPOSITE DOUBLE TOP > LL WINDOW HEAD - APPLICABLE ONLY � 2x10 HDRS. USE 9) I °``° °° (° ,I EMBEDDED STRAPS ARE TO TOP >'S W/8d SIDE OF WALL BOTTOM i CHECKED E A W •131x3" TOE- OR � I ! TRUSS BOTTOM CHORDS MAY B BOTTOM CHORD (AND, 1°I I°I NOT PROPERLY WALL NAILS. 2x12 & ENG. INTERMEDIATE COMMON O 3"o/c. CHORD NAILER. END-NAILS OKING-STUD WHEN WINDOW DOESN'T ATTACH � I' (1) WOOD ROD ADJACENT TO BRACED BY EITHER METHOD - SUBSEQUENTLY, THE GYPSUM CLN'$ °°°` " (NON-CORNER) I°° i CAST-IN-PLACE AT °°°° PORTAL FRAME DETAIL MATCH °I I I°I° I TO HEADER. SEE TABLE FOR WOOD HDRS. USE (12) I IS ATTACHED TO THE BRACING FOUNDATION POUR, SCALE N.T.S. TO HEADER. 2x6 HDR, USE DIRECTLY STUD POST IF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING TYPICAL. SEE STRUCTURAL P 1 1 THIS DETAIL PROVIDEi AN ALTERNATIVE METHOD OF ATTACHING A (6) NAILS, 2x8 &2x10 SIZE & CONNECTION(S). NAILS.. I RATHER THAN DIRECTLY TO THE .... °I°I I°I° THEY MAY BE CONVENTIONAL LUMBER (2x8. 2x10. TOP PLATE MAYBE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGIDHEAR-WALL TOA IZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA TRUSS-TO->CONNECTOR: --� �-------- I TRUSS THE MAXIMUM o/d SPACING STUDS PER MAX.MAX °°°:: FOR ADDITIONAL INFORMATION, ( REPLACED WITH HTT22's HDRS. USE (9) NAILS, 2x12 _-_-- 2x12• ETC). (1) WOOD•TIE ROD ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT ) STRUCTURAL PLAN. HEIGHT CONNECTORS, ETC. °I°I---I°I° SEE TRUSS SCHEDULE ------ (1) MSTA-SERIES STRAP ° ° ° ° o +• SH ENGINEERED TRU AND MAY BE USED I.L.O. FRAMING THE DATE 6.24.2016 & ENG. WOOD HDRS. USE - - I O / ) STRAP TO HEADER ON 10'-1 ° ° ­5L.4- TYPE (DTL A/STI) --1 4 ----- -- O EACH JACK-STUD TO ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT 1 2x4 2 SPF LEFT). OF THE BRACING IS 24". °°°° ° Imo°-�°i SHEAR-WALL CoNnN S TO THE UNDERSIDE OF THE HORIZONTAL PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF (°r °I° •• SHEATHING. THIS DE L IS NOT APPLICABLE WHEN CONVENTIONAL (12) NAILS.. HEADER. 2x6 HDR. USE UNSHEATHED SIDE W/ 1/8" FOR A PANEL SPLICE (if needed). I 1 EMBEDDED STRAPS INTERMEDIATE WINDOW HEAD - 12" STRAPS. 2x8 &2x10 (Lal• LVL. PSL. ETC.) \� PORCH BEAM TO SUPPORT TOP > W p ' DIAPHRAGM METHOD CONTINUOUS WOOD BRACING METHOD (1) MSTA24 PER PLY. �° PANEL EDGES SHALL BE BLOCKED, .0 ROOF I°IG MUST BE INSTALLED W/ FRAMIN STUDS /SHEAR WALL JOB NO, 16-166 APPLICABLE W/DETACHED ADDITION, (i) WOOD-Tie ROD SHOULD °° & OCCUR WITHIN 24" OF 1°I°I I°I°I ADDITIONAL PC. OF ,p4 jFRAMING PER PLAN WOOD•Tie ANCHORING RODS. PE TRANSOM(S) ONLY. SEE TABLE HDRS. USE 18" STRAPS, ""�.p'" BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN 7/16" THICK (MIN.) (24/16 SPAN MID-HEIGHT OF WALL, I°° --I REBAR PER SIMPSON OP TI O 4 S FT DETAIL B/STi, EACH SIDE OF 2x12 & ENG. WOOD HDRS. �,\\ �>, PORCH BEAM AND (i) MSTA24 SHOULD USED WITH "PARTIALLY ENCLOSED" BUILDING TYPES) INDEX APA- OR TECO-RATED °°°° °I°I I°I° INSTRUCTIONS. " FOR SIZE & CONNECTION(S). � y EACH OPENING, WITHIN 2" OF USE 24" STRAPS. i BE ATTACHED TO (1) SIDE of EACH ) 1°° I PTI 0 3 INTERIOR OR EXTERIOR SHEAR- LLS RUNNING Q N A „<.°° °° INTERIOR SHE RUNNING PARALLEL TO TRUSS ABOVE JACK-/KING-STUD ASSEMBLY. ! I\11, 'i 1 ,,� TOP >CENTERED ON THE JOINT. WALL SHEATHING. BLOCK ALL 16 MIN. FOR 1 STORY *111 I°1° PERPENDICULAR TO TRUSSES ABOVE W/HEEL ORI It JACK- &KLNG-STUDS) (1) SPH4-6-8 CONNECTOR I' \, �-, UNSUPPORTED PANEL EDGES W/ °°° °° 24" MIN. FOR 2 STORY 1°° °°I VERTICAL WEB 6" TO V-6". + 11 \. - P TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAIL 1c rr( e� O SINGLE JACK-STUD TO � � 1i' \ 2x BLOCKING. HORIZONTAL °°°° ° °I°I I°I° STHDI4B,J SHOWN A`� L,�I PER CALLOUT ON HOE PL. USE (1) LTT206 ���, \ STl NOT TO SCALE APPLICATION REWD w/STUCCO '• 1/2" dio. ANCHOR BOLTS 1,{{ i I IN PROPER P•j'f s r I s I�'7�!a1 STRUCTURAL PLAN. PORCH BEAM MAY BE NO \ EXT. FINISH, i.I I''• APPLICATION WITH C E O DOUBLE JACK-STUDS TO I AROUND TOP PLATE PROVIDED I\ - W/T MIN. EMBEDMENT& I j ^�, f it WINDOW SILL - SEE TABLE FO FOUNDATION. USE (1) THE TOTAL DEPTH OF THE �.;, I ------ --.- -_---- - .--_-- - -- __------- .- - ---------- -- .----.-..---I.-- --:�- °° 2"x2"x3/16" WASHER (TYP). CURB WALL - FLOOR °lam' a nn Hb 1+Err% SIZE & CONNECTION(.). HTT16 O TRIPLE (OR MORE) ! (2) STHD14 - EMBEDED I I I I PLACE `', • INTERMEDIATE SHEAR I BEAM IS >9-1/4" UNLESS , � 4\ FASTENERS PER SILL PL. DO S AND JACK-STUDS TO /� • N NOTED ON THE STRUCTURAL _ �� \, STRAPS 14" INTO 3ply 2x0 /!2 SYP I I.: EMBEDMENT LINE" 2x4 RIBBON ARD SHEATHING P i WINDOW(S)WO ! °° PT SILL >. I : . 1 FOR FLOOR A - i neer3 FOUNDATION. - / _ FOUNDATION. USE S A CURB ° ;�__N AT BASE OF CURB SHEAR CONNECTOR SCHEDULE __ OOR(S) SHALL BE I WHEN LOCATED AT A CURB ° ° a WALL. U S TOP CHORD ,. e o 1 1 ON S-SHEET(S). - -n ATTACHED TO 1 ..Z.r.l_._. I i �� 11 ATTACHMENT. 1 I 1 I i \ ii INTERMEDIATE WALL (DTL 2/ST2) AND , l FLOOR ` +• • APPROPRIATE - %/ �' d FRAMING MEMBERS i i i ANCHOR BOLTS PER I --j- �; I SEE ST1 FOR VERTICAL WALL CONNECTION. THIS DOCUMENT, ALONG WITH j• 4" CONIC SLAB W 6X6X10 10 WWF #5 HORIZONTAL. ASSOCIATED DOCUMENTS, IS AN it SEE ST1 FOR VERTICAL WALL CONNECTION. OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): INSTRUMENT OF ENGINEER'S ____ __ SERVICE FOR THE EXCLUSIVE USE I 4" CONC SLAB W/ 6X6X10/10 WWF MAYBE USED #5 DOWELS @CORNERS & 24"o/c OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDGE ------- THEREAFTER BEND #5 HORIZ. 6" FROM END #5 HORIZONTAL. AT THE PROJECT TITLED HEREIN. CLEAN, W LL COMPACTED TREATED FILL ----I 48" MIN. OF VERTICALS. INFORMATION DERIVED FROM THIS Q � SLOPE GRADE -_- _:_-- ALL DOWELS @TOP & BOTTOM, TYP. VERTICAL REINFORCEMENT : 5 DOWELS I � = z SLOPE ------ II _ (1) #4 REBAR CONT. @ HEADER COURSE EMBED MINIMUM 6" INTO FOOTING ( ) # DOCUMENT, AND/OR ASSOCIATED ---- @CORNERS & INDICATED o c SPACING 00 � � DIMENSIONS ARE � �---�-_ - � -' �� / DOCUMENTS, MAY NOT BE USED i I /48 INTO SLAB GROUT ALL CELLS THEREAFTER - BEND ALL DOWELS @TOP & #5 HORIZ. 6 i o GRADE MIN. DISTANCES -- II 4" 1 STORY SOLID) ( BOTTOM, EMBED MINIMUM 6" INTO FOOTING FROM END OFFOR z .� i �) cn �I _ I I DIMENSIONS ARE #5 VERTICALS ^°= _ = °� M N• VERTICALS. PROJEOCT(S) WITHOUT THE N I!! CLEAN COMPACTED i __ 6" MIN. DISTANCES / 72 INTO SLAB (GROUT ALL CELLS SOLID) EXPRESS WRITTEN PERMISSION OF I -- I I .. 1 2 STORY i' 0 `_- 1 • • SAND FILL j @ 24' 0/C _ __ ---- - HE PROJECT ER IDENTIFIED ° ----- ----- --- - T T ENGINE D _III - III___-- I I _- , 161„ _ BELOW. Z II ** EMBEDDED STRAPS _- =a= _ = - - _ IISLOPE OF W/0 BRICK MUST BE INSTALLED w/ I ! _• i -__' ! • --I I (TYP. VERTICAL REINFORCEMENT : 4 DOWELS @ (TYP. HORIZONTAL II __ ( _-_ ( I--__I I _ I 15 VFRTI{'AI S Cca �/� �pn�t�tr = REV DESCRIPTION # REINFORCEMENT): (2) I I I ---- TO 12 COURSES: 24 o/c ! ! �1 ADDITIONAL PIECE OF #4 { - - GRADE 5 _______ ( ______ CORNERS & 48"o/c THEREAFTER BEND ALL _._. __ ADD CLEAN FILL AND COMPACT I - I — (TYP.) 3 W BRICK REBAR PER SIMPSON I I!! DOWELS @TOP & BOTTOM, EMBED MINIMUM 6' W1.7(MW11) LONGITUDINAL __ I I--.__I �. 12 < 13-1/2 COURSES: 16"o/c ( _ 6 1 - WIRES SPACED @ 16 0 C I - - I 1 (M LIFT 13-1/2 < 15 COURSES: 8"o c - INSTRUCTIONS. II I I - I INTO FOOTING /12" INTO SLAB (GROUT ALL �� / II I / II -_. I PROVIDE HORIZONTAL I � I__--_---- '_-- _-- _--___- --_-._-- --___- II t TRY FOOTING SIZE * MAX. STEMWALL HEIGHT: (5) CELLS SOLID) ---- --- -----.-- _.._ 8" CMU; FILL ALL CELLS I ---I t --I-I i 1 REINFORCEMENT WITHIN 16 f_ SOLID. I ___ _ w/o BRICK 12" WIDE w 8" COURSES. FOR WALLS > OF TOP AND BOTTOM OF I I ) ( III III- w/ 3 000 si GROUT. I � I I I I I 3 / (2)#4 OR (2)#5 CONT. 1 STORY FOOTING SIZE —� _ p ADD CLEAN FILL AND COMPACT W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) # » W/O BRICK 16"x10" W/ (2)#5 CONT. OR (2) # MASONRY STEM WALL. I� III ---. III--I II �. j TRY (5) 8 COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # t ---- I I---I I I IN 12( W/O BRICK 16" WIDE W/ (2)#5 CONT. OR (3) #4 DETAIL 1 A/ST2 OR 1 B/ST2 STOR (MAX.)( ) LIFTS 4 III III I I ! LAP ALL REINFORCEMENT MINIMUM 40 __ _ W/ BRICK 24" WIDE (INCLUDING LEDGE) w/ (3)#5 OR (a) # DEPENDING ON WALL HEIGHT. w/o BRICK 20"x1o" W/ (2)#5 CONT. OR (3) # 8" CMU; GROUT ALL CELLS II __) - ----#5 HORIZ. NEAR MID-HEIGHT. dIAMETERS AT ALL JOINTS. -I --- I I_ - I I - I I W/ BRICK 24"x10" W/ (3)#5 CONT. OR (4) # SOLID. MAX. (10) COURSES. _ IIS j --- The -- - 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL II - , ! ! I I I !- -�I �_ -I._� I_ ! ST2 NOT TO SCALE ST2 NOT TO SCALE ADD CLEAN FILL AND COMPACT ! (TYP. HORIZONTAL I I III ! t I CASTILLO I' C IN 12" (MAX.) LIFTS. III I i I I t REINFORCEMENT): (2) II #5 HORIZ. @EACH I _ _ _ W1.7(MW11 LONGITUDINAL 4th COURSE Group ' -'--- I II (----_III- -I (STANDARD FOOTING SEE DETAIL BELOW WIRES SPA ED @ 16" 0/C. I---III------ -1 1 1------III - i ** EMBEDDED SEE ST1 FOR VERTICAL WALL CONNECTION. _ _ ___ _ .- PROVIDE H RIZONTAL — � A Florida Corporation i .. - i I STRAPS MUST BE - -- - -- - ---- _. ,_ REINFORCEMENT WITHIN 16" OF II __ _. --- , Designers INSTALLED w/ __ I {----- -- I ADDITIONAL PIECE 5 1/ 5 1/2" WIDE CONC. SILL TOP AT MAIN * MAX. 2 COURSES I TOP AND OOTTOM OF -- �-----�,I I ��- Engineers I SLAB LEVEL. TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL III I I I ( MASONRY $TEM WALL. _-_.._ _. _-12 d. X 24 - -i - w. 2,500ps1 CONC. g SI #4 REBAR PER WALL CONNECTION. i I- ---i ----( I III I I I / (3) #5 REBAR EXCEPT: 655oRooseveltBlvd. I SIMPSON VARIES; MAX 7 1/2 (HEIGHTS EXCEEDING �• FOOTING w ' I� INSTRUCTIONS. ** WIDTH BY MORE THAN 2 REQ ADDITIONAL (1)#4 CONT. IN SOLID GROUTED ! I i ! I A-F-=-STORY WITH BRICK USE 12"d Jacksonville,FL 32244 -- - U-BLOCK COURSE _ __ .____ _ "904)772-61oo _ J ANALYSIS) - ---- --- -- I J � i I FL CoA No.290;<5 --- --I�I I-------I I I-- __ ° II TYPICAL SLAB o • °� i Z OVER06CMSL AB OR BARRIER OVER � CLEAN, W LL COMPACTED, TREATED FILL TYP. VERT. ------------_ o SLOPE REINF. '(� T— 1 TRY FOOTING SIZE Lj M Q_ GRADE —�i= t W/0 BRICK 16"x10" W/ (2)#4 CONT. W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. �w ____ I I I I_ (I I I I _ (TYPICAL FOOTING - SEE 1/ST2 FOR l- CLEAN COMPACTED STORY I Z cn I _ I SIZE/REINFORCEMENT W/O BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. p • . SAND FILL - III - --- I I I ! 11( W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. � TYPICAL FOUNDATION i 1B 10<15 COURSES STEM WALL FOUNDATION > IMENSIONS ARE FOR STEM WALLS WITH 10<15 COURSES & GW, GP �i IN. DISTANCES <10 COURSES T A FO ATI SW or SP SOILS to 30 PSF LATERAL LOAD LL U DATION # �y I� ST2 FOR STEM WALLS WITH 6<10 COURSES LL 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE [� ! ST2 NOT TO SCALE ST2 I_ __ NOT TO SCALE -- ---- --- -- -- ---------------=- ----- -- - - - I---------- -- ---- --------- - - ---------------- - ._..... _ _ t OVERLAP SLAB / SLOPE 3/4" X 12" 4" CONIC SLAB W/ 6X6X1O/10 WWF IRECESS SLAB 3 4" FOR iI / THRESHOLD EXP. JOINT AT GARAGE DOOR OVER 6 MIL VAPOR BARRIER OVER !I 1-1/2" DEPTH = STUD + 1 1/4" (FROM 4" CONIC SLAB W/ 6X6X10/10 WWF CLEAN, WELL COMPACTED, TERMITE Iit OUTSIDE FACE OF BLOCK) OVER 6 MIL VAPOR BARRIER OVER TREATED FILL ! RECESS SLAB 3/4" FOR SGD n 4' CONIC SLAB W/ 6X6X10/10 WWF CLEAN, WELL COMPACTED, TERMITE v 4" CONIC SLAB W/ 6X6X1O/10 WWF --- - ------ - -- OVER 6 MIL VAPOR BARRIEER OVER TREATED FILL �! (OVER 6 MIL VAPOR BARRIER OVER ! i -! i_! 1 CLEAN, WELL COMPACTED, TREATE FILL z CLEAN, WELL COMPACTED, TREATED FILL TYP. SLAB =1 I 1 I1 I I I ----I l(I .. -� 11- f I I----I►1 IN , - _ SAW ----- I-- II T===T rl I it=--II i --- - -- 1" DEEP TWHILE CONCREITDE, IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) I--------- li 5` _ W CLEAN COMPACTED I— TYPICAL FOOTING - SEE 1/ST2 FOR ! _ --III(_----I I -- I I I I ----- I I I I a wr 7CONSTRUCTION PLANSrt 5 � 7 _ fte,R FORT t - a ' OceanGate Individual lots M".Mi ,, t-< - Sof z ' a I ATLANTIC BEACH, FL el E BY: PREPARED FOR: .,• ;�. o.> " z PREPARED .1 y t �~ �° Q ��, ! � * .. -- � ft: � ' i Jho BEACHES HABITAT FOR SSK . . r O 0 Z;. CQ n GENESIs GROUP SECTION 38 TOWNSHIP 2S RANGE 29E Y = FROM VISION TO REAiI Y HUMANITY o0 Ui y/ 9822 TAPESTRY PARK CIRCLE, SUITE 201 ~ 'o JACKSONVILLE, FL 32246 1 fi7'I FRANCIS AVENUE �n= „n. U. LOCATION MAP _o *o (904)730-9360 Fax: (904)730-7165 �- ATLANTIC BEACH, FL 32233Lm SHEET INDEX z' r: 0° UNIT TYPE: L,o Yoo = 1 COVER DUPLEX: i TRA "K / W • i STORMWATERMANWAMENT / �' ;� 2 COMMUNITY PLAT _ Block 5,Lots 29-30 2 a FAOILlTY 1 TRIPLEX: / / / 3 4 0 -� :�, 3 FINISHED FLOOR ELEVATIONS <<` Q i / 5 -,-` 4 TYPICAL GEOMETRY PLANS «` W Block 1: Lots 1-3,840 ; a e z � 4 r B �_ ppR Block 2:Lots 1-3,8-10 / TRo 5 TYPICAL UTILITY PLANS m / 9 ,,�,. / /+a 6 TYPICAL LANDSCAPE PLANS Block 4: Lots 1-3,8-10, 11-13, 14-16 ! S / / /• '/2 QUADPLEX: ' / 3 -� 5 Block 1:Lots 4-7 � � / Block 2:Lots 4-7 3 / ' Block 3: Lots 1-4 , m / e 3 10 Block 5. Lots 1-4,5-8,9-12, 13-16, n,. 9/ / �•. f + '2 �! ; - - 17-20,21 24,25 28 •--^.• /� � o 13 R/VE 14/ l TRAM� sv O NR�SE TRACT B- HE�fBORHOOD PARK W W i 29 1?C�% =27 Q y� GAS DRIVE 1 '. 0CT 23 2� 25 2S ' 0� w Q ' 11 +7 +S ,9 20 21 ' 1 TRACT F �C'. W 1 ' 141115. 15 ' y V : ,3 , o 12 � t�t � � t 1 ` FILE COPY V o Z 1 2 , - I m '1 � ! p SUNRISE COVR ._ — PROJECT REFERENCE: - - - - PROJECT MAP REFERENCE GENERAL NOTES,CONSTRUCTION g ` - - DETAILS,AND DETAIL GRADING PLANS FROM u THE PERMITTED CIVIL ENGINEERING SET. '� O MAYPORT ROAD _____ ------ ------------------------------------------ ---------------_-- -_-----------_-----_--- ---------------------------------- t 7 m 01 T 68.0 8 1 68.0 �r 68.0 Z .0 68.0 Z o I 1 2 3 a 5 co 1 8 9 10 1 2 13 a 5 6 1 s n o9 ry °f N 1 �° °' w - _ to �' _ � a _ - -- . • � I n I I 0 0 o PITi .c •c �c '� m to to m \ PFPGN' = LA o s S S . . -L .. J..9- 1. .1. 1 .1 IM D SANDY BEACH LANE m SUNRISE COURT _ . . T . ' .I_ . . T :D)r�OD Atll v n( 1010oe C 0` 5•g m i l l 11 z 1 Wa ; TT o nn 1 it7Yoe \ O 1 °° 1 1 s I s 1 - V' fU 1 Q s 3 Z O C Q . Y Qo D o D Q O o C ` 1; 0 p 105 Ocmn Gate Dr m 1 2 3 a 5 6 1 a 9 10 1� 12 13 1a 15 r6 68.0' 8 .0 68. 68.0 68.0 O = o 1 - - C I q^J ~ � m � / \ � 2� �' � -� ' Z= ALL Q OCEAN GATE DRIVE 25 �' a / a N V >03 W � � 2 \ ° .Y i'•- mom, _ - - - p 23 W°LL V oWL: \ 4 a W TO \ NES ksoll \ 4 / f .,000, F COPY ;i At 40 loo, /'SITE DATA SUMMARY - LOTS 4-7 (QUADPLEX BUILDING) PARCEL SIZE AREA - SF: 0 4 / SANDY BEACH LANE: OCEAN GATE DRIVE: SUNRISE COURT ..A 9 ��`'� � c� Q V Q�� 102: 2329 106: 2329 121: 2229.5 102:2229.5 Z �Goo, 106: 1598 110: 1598 125: 2229.5 106:1634.5 �w`��S 110: 2329 114: 2329 129: 1634.5 110:1634.5 a ` Y `'` /' 114: 2229.5 118: 2329 133: 1634.5 114:2773 }W ` a 1 5 �';20 `�� \ Q A 5� 118: 1634.5 122: 1598 137: 2229.5 Q lx/ �' 122: 1634.5 126: 2329 141: 2229.5 0 a o � Q / /�' 126: 2229.5 130: 2329 145: 1634.5 W Z 130. 2329 134: 1598 149: 1634.5 9 Q a�` \ �A a \ /, / 134: 1598 138: 2329 153: 2229.5 0 W 9 138: 2329 142: 2229.5 157: 2229.5 W V 142: 2329 146: 1634.5 161: -1634.5 0 0 \ /� 146: 1598 150: 1634.5 165: 1634.5 W N \ 14 /� 152: 2329 154: 2229.5 169: 2229.5 1�_ 156: 2229.5 158: 2329 173: 2229.5 y 160: 1634.5 162: 1599 177: 1634.5 164: 1634.5 166: 2417 181: 1634.5 168: 2229.5 101: 2038 185: 2229.5 O.C.D: \ G � ` �i GRAPHICSCALE / �� � /�• 172: 2329 105: 3116 189: 2229.5 205: 2229.5 D a T so s 176: 1598 109: 2229.5 193: 1634.5 209: 1634.5 ` rasr t /�• 180: 2329 113: 1634.5 197: 1634.5 213: 1634.5 , c 1��, n \/�. 117: 1634.5 201: 2229.5 217: 2218.52 p b -- - - — -- _ 00 -------------------- I I I I I I I I I I F E:14.16 FFE14.16 FFE:14.16 F E:14.6 FFE:14.36 E:14. FFE:1426 I II I I I ' d d - -- - - - - _ - - -- I > � . .qL T . . — — — . _ ft 00 I I FFE:14.36 j =Ts I I I0. zoo J aga BO Y .J . Ir \ I F :14A6 FFE:14.46 E:14 F E:14 66 F :14 86 ; 0 V1= N!oIle �- f a Mm ' �0 \ /\ FFE:U.46 1 \ W 0 "�°e _ Lu ' ' < FFE:14.96 \/ / Q a / FFE:14.96 FFE: 4.78 Z FFE:14.36 IL / O \ FFE:14.56 rn FFE: 4.56 �, ./ '. 1 Z /_. _ o 0 \ �. /•/ j o LLL L. z GRAPHIC SCALELO w e a wm 40 'Z u ixh PO fR TEST►ODDER 3 3 v- L GRAPHIC SCALE 0 FRONT F BUILDING FRONT OF BUILDING 1 4' 2 5.50' F16-50 'n 2 75' T oI'l6. 0' J� 2 .7 o� �f 16.501 25.50 o o o -� 0 1 W �? 1 - - ( I o -16.5' 0 1 _ ' 0 '16.5' _ - 16.5' 0 20 z 20, °' -- - rn 20 5-7' UTILITY EASEMENT I 20 5-7' UTILITY EASEMENT y c0 - - >e 16.5 16.5 - _ > f - co 0) 1 20 5.5' 5.5' 20 N € N J5.75' w Ln ,' to - w IN I N I m �, � I I rN I Z U N � -04 0) I O r*1 i I �p $ I � o M to W 1 � , O ho. — Ncjn 0 O U! "orri i f Tl � rn / g, � I"' ' c0 "' c.0 c0 °0 a : rc0v '0. N 11 , N 3.33 !� 3.33' 11' N __ _ 11-- We _ i 0 11 / — O 4' 100 I Op 4' 4 CA O V i; I� - o Y �ao 16.5' aMo W I I O 16.5' in O I y o I `�' r� 4' ;o IL 0 13' 1.17'1 1.33' '`° 0.5 3► 16.5 3'11.'17' 3'I 14.5 2 5 � a 1 g' ;4 1 g' s' ,18;�, Z`y �y W- -iv� rm x 5' UTILITY EASEMENT 5 UTILITY EASEMENT QQ ;' '�-" we'; U�. N I °. W 20 75 x�1922.1719.83 ' _ 12 r '`' PORTABLE `r W PORTABLE �a TOILET TOILET a m 8'X16'DUMPSTER 8'X16' ALLEY PARKING AREA DUMPSTER ALLEY 8'X'!6' � PAD CONSTRU TION POD INCLUDES PERVIOUS PAVERS PAD CONSTRUCTION POD 3s QUADPLEX BUILDING TRIPLEX BUILDING ' SITE DATA SUMMARY - QUADPLEX BUILDING EROSION CONTROL NOTES AND SPECIFICATIONS: SITE DATA SUMMARY - TRIPLEX BUILDING OVERALL DEVELOPMENT INCLUDES SILT FENCING. 1.ZONING: SPA CONTRACTOR SHALL REFER TO GENERAL NOTES, 1.ZONING: SPA REQUIRED PR VI ED CONSTRUCTION DETAILS AND DETAIL GRADING PLANS REQUIRED PROVIDED Z W FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2.MINIMUM YARD REQUIREMENTS PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 J 2.MINIMUM YARD REQUIREMENTS 11' FRONT PORCH 8' 8-11' MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 8' 8- a d• W FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. 12' 14-17' }• F-• FRONT BLDG. 12' 13--17' INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5 5.75, � Q SIDE 5 5.!' LOT. 20' 35-43' ~ REAR 20' 26 43' REAR MIN. LOT WIDTH 84' 84 MIN. LOT WIDTH 68; 92 '!e a Q MIN. LOT DEPTH 92' 92 MIN. LOT DEPTH 92 O 0 W MIN LOT AREA 7,725 SF 7, 28 SF MIN LOT AREA 6,250 SF 6,256 SF W 0 MAX. OT OVERAGE 4-7 65% 52 7% - 4075 s# - BUILDING AND CON C. MAX. LOT COVERAGE (4-7) 65% 47.4% - 2,965 sf - BUILDING AND CONC. 0 _ 0 L C ( ) 8.6% - 1080 sf IMPERVIOUS PAVERS (50%) W Cy 9. % - 1440 sf - IMPERVIOUS PAVERS (50%) 56% - TOTAL F" 62 ° - TOTAL y . a OUTSIDE UNITS INTERNAL UNIT A INTERNAL UNIT B OUTSIDE UNITS INSIDE UNIT LOT LOT SIZE: 2,229.5 SF LOT SIZE: 1,634.5 SF LOT SIZE: 1,634.5 SF LOT SIZE: 2,329 SF LOT SIZE: 1,598 SF nn- Y BUILDING: 640 SF BUILDING: 730 SF BUILDING: 858 SF BUILDING: 640 SF BUILDING: 7 : 2 SF 0- PORCH / AC: 240 SF PORCH / AC: 231 SF PORCH / AC: 240 SF PORCH / AC: 230 SF PORCH / AC: 165 SF K 104 0 SIDEWALKS: 92 SF SIDEWALKS: 104 SF SIDEWALKS: 56 SF SIDEWALKS. 40 SF - SIDEWALKS: PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF ( 0%) = 180 SF PAVERS: 360 SF (50%) - 180 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = 180 SF A'�*""°E" TOTAL IMPERVIOUS: 1,164 - 52% TOTAL IMPERVIOUS 1,196 - 73% TOTAL IMPERVIOUS: 1,243 - 76% TOTAL IMPERVIOUS: 1,164 - 50% TOTAL IMPERVIOUS: 1,212.5 - 75% IA GRAPHIC SCALE " - FRONT OF BUILDING f men- to It ` N Fw— ID I I i ! 1 aE _ �' �° Z WATER LINE LL n I ' ,d Q SERVICE °a 1" WATER LINE J I I SERVICE I 4" SEWER SERVICE @ 0 W Z --- 4" SEWER SERVICE © I 2% MIN. W/ CLEANOUT Yo. I I <; C 2% MIN. W/ CLEANOUT I ,�, I Dow I I o iuAo i T I _ T Ile- IL 'me 4A AAs I I I31 ' m WoY� Q II I I I ill ,I vo a _ Vnag >°�� . W r wM-- --w---+— ad REF. DOUBLE WYE REF. DOUBLE WYE PLAN DETAIL SAN PLAN DETAIL sm - S�N � s�►+ s� 8" PV 8" PVC g" PVC S.S. (TYP) WATE MAGIN (TYP.) 8„ PVC S.S. (TYP) WATERMAIN (TYP.) � TRIPLEX BUILDING QUADPLEX BUILDI v� H zz � x UTILITY CONNECTION NOTE: a J 1. UNITS THAT ABUT ALLEY SANDY BEACH LANE HAVE Z WATER AND SEWER UTILITY CONNECTING FROM THE NEWS w 0- ALLEY SIDE OR REAR SIDE OF THE UNIT. O H ~ 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 Q NOTESQ A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH F O Q W CONNECTIONS TO EXISTING UTILITIES. '♦ V B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. y '[ O C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. V L E G E N D J a s mom o�sanPTloN a ro PROPOSED WATER UNE PROPOSED SEWER LINE o SEWER CLEANOUT .; '. T moo" ® Fil FO WATER METER 5 6� b GRAPHIC SCALE FRONTso OF BUILDING a p FRONT OF BUILDING I inch-go tt CC CC GV cv — - ---—- — I I --_-- — I n N r IL TIE I - I � I � i I I I m z`If T W;o o,s I yda ° t3 I �- I = No° UG. QV T i i I _ _ I I I I I I u Z> �� m I I i OI W° goMe o = 1 I V a 14to W to te - . . - . - . - - . - - . J I- - . - . _ . .- ..- _ .. - . _ a: � o � a W Nn W m ALLEY ALLEY QUADPLEX BUILDING TRIPLEX BUILDINGS ASCE fR PL ANT L 15T SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS SHADE TREES Acer Rubrum Red Maple 'Flame' 65 ga 1. 15' ht. 5' spd. 3" cal. }= Quercus vire iniana Live Oak 65 ga 1. 12 ht. 5 s d. 3 ca I. Ulmus parvifolia Drake Elm 65 gal. 1 14' ht. 4' spd. 3" cal. Z J W UNDERSTORY / ORNAMENTAL TREES ( LTERNATIVES) W Q Callistemon viminalis ' Red Cascade, Red Cascade 5ottlebrush (Weeping) 30 gal 8' ht. 2" cal. min. - Standard a Z Z Q Gercis canadensis 'Forest P ns Forest Fansq Redbud 30 W al 8' ht. 2" cal. min. Q � � Chionanthus vir inicus Fringe Tree 30 ga 1 8' ht. 2" cal. min. Z 0 J d Fei joa sellowiana Pineapple Guava 30 gal W ht. 2" cal. min. J k Q Ilex Vomitoria Yaupon Holly Tree Form 30 gal 8' ht. 2" cal. min. a Magnolia soulan lana 'Jane' Jane Ma nolia 30 gal 8' ht. 2" cal. min. SHUT HLIG" a Prunus x yedoensis Yoshina Cherry 30 gal 8 ht. 2 cal. min. 6 �7