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205, 209, 213, & 217 OCEAN GATE DR - SFAT DRAWINGS CONTACTS DRAWING INDEX � PROJECT OWNER: ARCHITECTURAL DRAWINGS 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 i A-103 FOUNDATION PLAN ARCHITECT: A-104 ROOF PLAN Beaches A-105 FIRST FLOOR ELECTRICAL LAYOUT PLAN JULIANNE N. OVERBY, RA � LLIAN STREET A-106 SECOND FLOOR ELECTRICAL 24 2 PU TRCAL LAYOUT PLAN 5 JACKSONVILLE BCH, FL 32250 A-200 EXTERIOR ELEVATIONS _ 0 jnoverby@att.net A-300 WALL SECTIONS AND DETAILS fir HI1anI�y 904-704-8628 ph 205 OCE N GATE DRIVE ( UNIT IAI) A-301 STAIR SECTION AND DETAILS BEACHES HABITAT FOR � 209 OCE N GATE DRIVE ( UNIT ' ��) HUMANITY 797 MAYPORT ROAD 213 OC E N GATE DRIVE ( UNIT ,C,) ATLANTIC BEACH, FL 32233 (904)241-1222 FAX: (904)241-4310 i 217 OC E N GATE DRIVE ( UNIT 'D1) ARCHITECT: Julianne N. Overby, RA ATLA14TIC BEACH , FL 32233 Architectural and Interior Design Julianne N. Overby,R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL AR-0017060.FL.ID-0621 0000% 001Mft% 001=% QUADPLEX =ADD2BUILDING TYPE Q oo v p 2 STORY, 3 BEDROOM z Z Z Z N ATTACHED SINGLE FAMILY HOUSES > > > > M %ftwo %moo %ftoo WwwwL PERMIT SET >_ > > DATE SSUED: SEPTEMBER 2°I 2015 p o o in V . . Wwwwa _ : x - Qaaam REA CALCULATION SUMMARY Z Z Z Z I— aaaaz V VVV - � BUILDING AREA (A) BUILDING AREA (B) Q O O O ~ FIRST FLOOR A/C: 565 SQ FT. FIRST FLOOR A/C: 805 SQ FT. Lr) 0) M r**ft Q SECOND FLOOR A/ 605 SQ FT. SECOND FLOOR A/C: 553 SQ FT. p o TM r TOTAL A/C: 1 ,170 SQ FT. TOTAL A/C: 1 ,358 SQ FT. cV N N N GARAGE: N/A GARAGE: N/A PROJECT TYPE: QUADPLEX-ADD2 FRONT PATIO: 120 SQ FT. FRONT PATIO: 99 SQ FT. onre issued: sePTennseR 21, 2015 REAR PATIO: 55 SQ FT. REAR PATIO: 40 SQ FT. RevisioNs: STORAGE: 25 SQ FT. STORAGE: 25 SQ F1". • I 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/ 553 SQ FT. SECOND FLOOR A/C: 605 SQ FT. OCCUPANCY CLASSIFICATION: R: RESIDENTIAL SHEET TITLE TOTAL A/C: 17358 SQ FT. TOTAL A/C: 11170 SQ FT. GARAGE: N/A GARAGE: N/A TITLE SHEET FRONT PATIO: 99 SQ FT. FRONT PATIO: 120 SQ FT. CONSTRUCTION TYPE: TYPE -B (WOOD FRAME) AND REAR PATIO: 40 SQ FT. REAR PATIO: 55 SQ FT. SPRINKLED: NO SITE PLAN STORAGE: 25 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 BUILD NG IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. (359-011). BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 26'-3" 2004 - 704.4 �a ti PERMIT SET F GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER OHC OVERHEAD CABINETS UC UNDERCOUNTER 2. PROVIDE 1 HR. FIRE SEPARATION BOTH SIDES PER DESIGN NO. JH/WA 60-09. AFF ABOVE FINISHED FLOOR OPNGOPENING VOL VOLUME SEE BELOW FOR DETAIL. AHU AIR HANDLER UNIT OPT OPTIONAL WC WATER CLOSET CH COUNTERTOP HEIGHT R&S CLOTHES ROD AND SHELF WD WOOD DR DOOR REF REFRIGERATOR WH WATER HEATER DW DISHWASHER SD SMOKE DETECTOR BLOCKING NOTES: - IN FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 FLR FLOOR SGD SLIDING GLASS DOOR 1. INSTALL GRAB BAR BLOCKING O S HB HOSE BIB SH (#) SHELVES ( UANTITY) BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. MC MEDICINE CABINET MIR MIRROR '-0 STAIR NOTES: 73 " 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MTL METAL 2. RISERS MADE OF 1x8 GLUED & SCREWED TRIMMED AS REQUIRED SEPARATION SEPARATION SEPARATION ( ) WALL WALL WALL 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 !1 11 20 0 I � .. . . Beaches 5. TOP OF HANDRAIL INSTALLED @ 34 - 38 ABOVE FINISHED FLOOR / TREADS AS MEASURED FROM NOSE OF TREAD. ("0 WINDOW SIZE NOTE: A-200 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY C WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE 10'-0" 6'-6" 6'-6" 10'-0" rHu tilt GROUND AND 5.7SF OF THE SECOND FLOOR. ° o o ° BEACHES C) PATIO N UTILITY UTILITY � N PATIO o HABITAT FOR DESI16�i i'kip. I'�l'A�611-x9 1 ! NON-51"MMETIUMA;LQAJD-BEARL'�TQ NVA .L 5E'UBLY;FULL DESIGN;LOAD 3'-6" 2'-5" 4'-8" /2668 8'CLG. I 8'CLG. 2668\ 41-811 21-511 31.611 HUMANITY T. T__ 797 MAYPORT ROAD 3 Slue*:A Go 3052SH 3052SH � TRASH wl c0 / EGRESS EGRESS r tco ATLANTIC BEACH FL 32233 o I / I \ (904) 241-1222 FAX: (904)241-4310 & A/C I I TRASH = ~I BEDROOM #1 = = BEDROOM #1 I g� AIC _ o O - 01 = N N _ I ARCHITECT: M1 �' 8'CLG. 1 I 1 8'CLG. I;' I _� a0 �'4 rad Sxadv-' 1321.1�"bf 4"solid 3av3 uaod.s#uls Ic>catad lfi"oc=with�a top plates and a.single bota. ply. 00 O Q I �_ O O �— 1 O �. ® atilDIn(0Pi6I�� Glassfiber barbMiction,c4MB #v SSA-Alfill Glass Fiber Ins aaart m t . lc�m I 4'-6" 4'-10" - 7'-2" 7'-2" 4'-10,1 41.611 I 9_011 111.011 Julianne N. Overby, RA 3.Gxpsaar't'f�'aitbazrd;Side A-Sig"Type X gypsum�ul�a board,oriented velticaltg and fastened with 1-34"cup-brad .t pails,spaced a" LLJ oc atboard edges and mi field areas,or 1-1'2"''Type S dinvall.suews,spaced.S."qc at board;edges_and its fi d areas of beards. � Architectural a Interior Design and i n Gypsnar"ta>thing,Side B:578"Type��gypsim sheathing fastened ti�ith 1- <4"lastg raaf tg i s spacecl.'4"'tic.Sheathing,e. joint shad 11 1_011 9'_0" �I I �1-en Itm Hab t t fo staggered from those ase opposite sides.�tlxe wall: � 5068 5068 � V Julianne N. Overby, R.A. Eibm—cement.Exten6r Siding;SAC'thick Hardipanel vettical.siding.applied m per manufacturer's indallatioa.instt frons. �� BI FOLD � I FOLD // 2452 Pullian Street N 1 \ CLN_ OSET �, �, CLOSET / 1 N � � Jacksonville Beach, Florida 32250 LU 1 3068 \ — — — — N — I CV — — — — — / 3068 1 W � 0 904-704-8628 PATIO 2 Z 1 R&s R&S 1 Z �, PATIO Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 N A-300 W I MIR ATH ' 00 ROR I w x 0 c� 1 -^' ° I cn CID !1 ! 11 1 " v,1 `; � O � 8'C G. 8' LG. _ � p N � m � - 7 ,61-4 3-10 9-10 �. M = 42" cfl Zo 42"VAN I = M TRASH & A/C 31 11 \ 51_4! �12 m co VANITY 11 v 31_211 1_211 't 41_611 m I 51_411 / 31 011 - TRASH &AIC I 4 6 I c� M / — — —Z Z — M o \ PRE-FAB I PRE-FABFM 11 N o=o o I 3 X3 d 37 OWE X 'd b UTILITY co N UTILITY \ = I �' \ oo CL R ' / �' I = / 8 CLG. - 000 - \M CL R / N 00Zip 8 CLG. `I/ X111/ `III \\ M N Li R F I U 306_ 8 �_____ 3068 V I REF M / 61-D" J 2X6 WALL (= I I =) / W W W W i O PANTRY PANTRY °1 91.411 > > > LL 8'CLG. = 0 = V CL . X78 ao •• WOOD FRAME CON5TRUCTION 00 E A v F- � _ _ � REF 10 U I REF _ _ I = O � IZ o� H R = F— O N O 0 n COO JO � N I° I =I N � co p ; o � Z = CODE COI"IF'LIANT WINDOW INSTALLATION METHOD (F5C-R103.8) " Z 1 I O 1 m101 1 O I � co) ( Q Q Q Q V WEATHER RESITIYE BARRIER CWRB)APPLIED PRIOR TO THE WINDOW INSTALLATION D 7 CI cn Q m CY) Co = IV - - 1 11 I I 1 n L0 IV — = CD M m Q FLASWING APPLIED QYM THE FACE OF THE MOUNTING FLANGE. EAR a fn m 8-2 8-6 m (!1 I a0 �. STEPS TI A A-200 1 11 KITCHEN KITCHEN �, W W W Q pIN WATER ewwr NCs FASHION, WIWROMW UANCM JAMB 2-41l 3068 8'CLG. I O I 8'CLG. � 3-2 W T WALL L AT THE W3 TTOWFAI�S o / v _, KITCHEN _, v \ _ �. W 3068 THE TOP,INSTALL TWE WRO 1 = I = �I ED V CLG. 0 LID � =I � (n O TO THE FACE OF TWE CV co _ o I .. I KITCHEN I o .._" \ SHEATWff+iA a SEALANT BEAD cn M BATHROOM - o o I „ 10 _ I ,. I p o BATHROOM M �, a a a a FLAWE. O , DW I ( I $ CLG. I D 1 o � D 0 V V APPLY SILL FLASHING(4or&") BEW�MIOUWING I i i N 8'CLG0 . O I ---- I U U I w 0 ---- I I N (0 ` 8 CLG. N APPLY BEAD OF SEALANT -o o- AT BACK OF WINDOW G (0 LU - _ _ O A-200 — FLANCsE TO HEAD+sOTH — — — — — — HVAC O �� - 10 I O I - O � LL. VAC JAMBS.AIpPLY A SEAL TWE WINDOW FRAME TO OPBNMG. - qq; 0 DISCONTINUOUS BEAD TO APPLY A%"NOM.DIA.TO TWE BACKSIDE — E , O O O O , m Z Z BOTTOM FLANGE LEAVING (INTERIOR)OF THE WINDOW FLANGE,IN LINE H O N DW I DW N O M 1-1 M(a R W 2'GAPS. WITH ANY i"�-PUNCHED HOLES OR SLOTS. I , , F F 1`1I 1 11 ! 11 1 112X6 WALL Z q)SET WINDOW USW rs PAN HEAD 7- LG. I 7-8 G. 2-6 7-4 4-2 Q - - WWWQ SCREWS TO FACILITATE FLASHING 41-21 71_0" 2l-6n INSPECTION. W — — — — — — H INSPEC JAMB FLASHING 6 JAN5-FLASHING SEALANT DEAD BETWEEN W H HVAC H V C W H APPLY CONT.SEAL TO THE MOUNTMG FLAMAES AT FLASHING:AND MOUNTING:FLANGE. — — — — — — � 00 APPLY BLAD OF SEALANT THE TOP(HEAD)AND SIDES!JAMBS)d=WINDOW. - A 1_211 41_211 51_811 2!_6n I 21_611 61-0" 4'-2' 31-1 0" 1 W 0 ®AT HEAD EMBED JAMB FLASHING OTO SEALANT AND FASTEN /�\ _j -1 `F Q 00 W M EC H O O O M PLACE. (FLASHING GOES OVER SEALANT). /' \\ M ECH co � � O APPLY HEAD FLASHING ®! 7'-8'CLG. O � LL _ O U_ REMOVE PREVIOUSLY APPLIED /y N O m N CV N O m TAPE,ALLOWMCa WRB TO LAY / - / 'I LO FLAT OVER HEAD FLASHING �/ ��/"I = = GREAT ROOM 8 ' 8 GREAT ROOM APPLY NEW SWEATHINrs TAPE iLO OVER IAGONAL CUT-SEE /�• 1�---� )ASET CURE WR$ TO G 8'CLG. 8'CLG. STORAGE/J 7 7 I N N N N HEAD - ' O VAR ES _ I _ _ VARIES O / O® /'„yy(,.: ,.; O 1. 41_ „ 21_211 _ 6 6 - 21 611 k-1 011 O `” `�' Q `�' `" PROJECT TYPE: QUADPLEX-ADD2 - J - ' Ln o 5 J a 5 o icy 8 ' FLASHING AT HEAD EXTENDS I" 8 Q Q 0 . BEYOND JAMB FLASHING. _, 4 I _ 0 I _ Q I I 4 1 7 N 3 I o J O o ° I 3 0 7 DATE ISSUED. SEPTEMBER 21, 2015 �.< 1 N •� 0 / OHEAD FLASHING fi 1 Q O � Q O I I 6 SEALANT �- ` Y.; . / I EMBED BOTTOM OF TWE HEAD J a 2 � , 2 J a REVISIONS: F,�L APPLIED SEALANT�SW It*GMs 5 Q a 1 1 Q � a � I 1 Q Q 5 O�SEALANT).EXTEND HEA0 4 I I v a GREAT ROOM GREAT ROOM i� CL- ' � _ � 0 I I 4 FLASHING BEYOND EAC14 JAMB � 0 FLASHING.FASTEN IN PLACE. 0 3 3 I cfl Q O - 8'CLG. 8'CLG. N -1 Q O A I 2 I `' E_ ° % N t= I 2 ,IAMB FLASHING: i .:,;1>% ( I 1 I Q I Q I 1 EXTEND JAMB FLASWMG TO / '` I J a N OVERLAP SILL FLASHING. TUCK TOP I /� " , OF JAMB FLASWMG UI0ER TWE FLAP \/ OF WW AT TWE HEAD.SEE DIAGRAM. 0 �� // I /i SEALANT _ c 2 00 / \ \ I 0 c00c \\ A-300 0 �- 00 // 00 INn _ SILL FLASHING O O - O 5WIM AND ADJUST UNDM TO ACHIEVE SQUARE, r' �— N �' a `:✓ PLUMB,AND LEVEL.CONDITION. USE CORR051ON N \ SHEET TITLE I RESISTANT FASTENERS. FASTEN WMDOM PER , N 2852SH 2 52SH Q I WINDOW MANUFACTURER SPECIFICATIONS. i \7 2852SH 2852SH l! N 9 ATH SISTA T '-2" 4'-0" 31-211 61-811 2 // 3'_2'1 4'-0" 6'_211 FIRST i I wE ER-RE - N I 5ARRIER -WRB O O \ ' 1 _ i A AT A 45 DEGREE ANGLE,CAREK"Y CUT Ti4E \ 1 O BARRIER ON A DIAGONAL. GENTLY RAISE TWE (Y) O I / - / SEE NOTE 2 1 TOP EDGE OF THE BARRIER UP AND TAPE TWE � O FLOOR P TOP CORNERS AND CENTER TO THIS EXTERIOR 2 3 SEE NOTE 2 I / ch WRs SURFACE ABOVE. I 1 HR. FIREWALL 1 11 1 HR. FIREWALL 2852 2852SH o I BOTH SIDES 1'-0" �\ INTERIOR VIEW �, _ 1 A-301 A-301 _IT1 I i i TOP LEFT CORNER OF WINDOW - BOTH SIDES 1 1 rO - 2852SH 52S 6-8 - o 1 C M °� r°-i r°� 21_8" /�1_0" 31_211 61_QN 61_�" 31_211 41_011 21_11 r°� r°� r° N O J LJ LJ Q �} v LJ LJ L GENERAL NOTES ' NOTES: co 1'-0" SEE NOTE 2 1'-0" 10'-0" 10'-0" 1 HR. FIREWALL 10'-0" 10'-0" - . `D sill pan flashing 1. flashing to be fiexibieself-adhesive type(min.4'wide) O FRONT PORCH FRONT PORCH C) SHEET NUMBER 2. cover ell to at least depth of window,plus 2'onto face of wrtL�''� r°-1 BOTH S I D FrS°� �E�] M slopedisum 3. �y,e p�shall{ilr water to the e]Sierl{A over sill flashing J 1 11 1 1 L 1 11 1 "L Clonal///\\\ the 1 -0 1 -0 1 -0 1 -0 sill plate 4. install flashing around remaining window unit - - 5. weather resistive barrier to form water shedding laps see note ' SILL PAN FLASHING ba�res�ave NTS (optlona1) UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' wall sheathing Prepared by 1:30AF Firet Coact Chapter 9-I,-2�i3 1 F RST FLOOR P A PERMIT A-101 SC LE: 1/4" = 1'-011 A-200 SET GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER R&S CLOTHES ROD AND SHELF AFF ABOVE FINISHED FLOOR REF REFRIGERATOR AHU AIR HANDLER UNIT SD SMOKE DETECTOR BLOCKING NOTES: CH COUNTERTOP HEIGHT SGD SLIDING GLASS I OOR 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 DR DOOR SH (#) SHELVES (QUANTITY) , BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DW DISHWASHER UC UNDERCOUNTE FLR FLOOR VOL VOLUME STAIR NOTES: HB HOSE BIB WC WATER CLOSET 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET WD WOOD 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR WH WATER HEATER 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MTL METAL 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) OHC OVERHEAD CABINETS 73'-0" 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS OPNGOPENING MEASURED FROM NOS F TREAD. OPT OPTIONALEPARATION SEPARATION SEPARATION Beaches 1 '- " 20-011 201-0116-6 WALL WALL 16 6 WALL WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING O HE GROUND AND - l L. HE SECOND FLOOR. 5.7SF OFT S otani BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 I � ARCHITECT: r N. Overby, RA Julianne Architectural and Interior Design i I Julianne N. Overby, R.A. 2452 Pullian Street acksonville Beach, Florida 32250 9 4862 04 70 8 � 6'-6" 6'-10" 6'-8" 6'-6" 3'-6 6'-6" 6'-6" 3'-6'" 6'-6" 6'-811 6'-1 0" 6'-6" Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 �% �1 . --------- --- ------------ ------------ ------------ ------------ ——--————————— M 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH3052SH 3052SH T M EGRESS EGRESS I EGRESS EGRESS EGRESS EGRESS I EGRESS EGRESS l 1_ 11 , " , �, ,_ H ,_ „ , 11 , „ 1-1019 Z Z Z N 910 10-2 3� 134 134 32 10-2 9 = N BEDROOM #2 BEDROOM #1 I - '111111111111010" 111111111111110' %ft"ftwowww000 8CLG. 8CLG. J = BEDROOM #2 oo BEDROOM #3 I co o o , o o I , BEDROOM #3 00 BEDROOM #2 = W W W W 1 co 8'CLG. 8'CLG. i I 04 o 0 LL 0 0 I 8'CLG. 8'CLG. U) u � �j_. 04 > > > LO LO LO Ul) 00 N 1 m I °° I I I N I I 1 I ti 3'-1011 3'-1011 1� 3'-1011 3'-1011 Q 0 V 0 068 eO68 1 / /30%6 306 o W W W W - ��6' O�Op = �6'� pO�O co W R&S - - R&S — — R&S _ f N R&S Q Q Q ATTIC _ (— —1 ATric I I ATric _ ATTIC a ACCESS ( I AC ESS I 0 1 1 0 I AC ESS I ACCESS � _ CD (D 0 0 V N �— — — L—- � ao _j ' ao — � I 3068 N co = 3068 co cQ � 1 „ c'7 1 11 1_ „ _ 11 ,_ „ / 13 15 0 0 0 �_ 15�4113 _ 6'-8" 2'-0" 3'-8" 3'-10" M 3'-4" LO Z Z Z Z 3-4 3-10 3 8 0 6 8 (3— �n _ in \ o / 12 _ 1_ 11 1_ 11� I v I 0411 _ m 41 011 12 1_ 11 , 15 - a a a a Z 4 = = 6-8 _ 11JWWQ - 15 BATHROOM 1 I v 1 BATHROOM 14 W ., 14 ( s'CLG. 10 = I O 0 1 = 10 I 8'CLG. I 13 V V V J 13 9 cup I M LL � � M U_ co 9 12 •�t o C nE I I m 3068 3068 m l 8 04 >< 0 N 12 0 O O O 11 _ — — = 7 , 11 Q 10 1 00 o VERIFY i 6 ON C I oo ( �,, 6 VERIFY J I CO 10 l 9 I LL M TUB R.O. 5 � I cc LL � � �, 00 I � 5 TUB R.O. N 1 9 0 8 = 1 — `gym l � 8 N N N N 7 , 4 `� 1 BATHRO THROOM I 4 7 _ 0 / 3 8'CLG. 8'CLG. 0 1 6 0 PROJECT TYPE: QUADPLEX-ADD2 6 I o rr- I I o , 00 5 I o0 0 �� ` o VERIFY VERIFY o / �� M 0 o I 5 DATE ISSUED: SEPTEMBER 21, 2015 0 cn I CO O 1 TUB R.O. I TUB R.O. to 0 m I OAC 4 . Cn 4 I It - �' \N `" / 3 REVISIONS. 3 1 MASTER , MASTER 2 BEDROOM BEDROOM 2 01_4„ 31_`+11 21_ „ I 811 31_6" 91_411 � CLOSET o 8'CLG. v 8'CLG. 0o 1 CLOSET � 8'CLG. o O _ ° IU) coI I NO 8'CLG. 1� BEDROOM #3 0 co - I I co o o BEDROOM #2N ca Ga - - - - - - 8'CLG. 0) CD IL I 0 LL ' 8'CLG. - - - - R&S m l I I m R&S 1 1 3052SH 3052 , 11 6'-8" 3052SH 3052SH 1 I 6'-811 SHEET TITLE EGRESS WINDOWS o I 1 _ EGRESS WINDOWS c� I -1 SECOND 3052SH 3052SH EGRESS WINDOWS 3052SH 3052SH d 2X6 WALL FLOOR EGRESS WINDOWS PLAN 10'-0" 3'- " 6'-6" 6'-6" 3'-6" 6'-6" 6'-6" 3'-6" 6'-6" 6'-6" 3'-6" 10'-0" 71Z 7K 1z 20'-0" 16'-6" 16'-6" 20'-0" SHEET NUMBER UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' Ha.bitat H m 1 SECOND FLOOR PLAN- PERMIT SCA 1/4 = 1'-011 �� A 102 LE SET i SLAB NOTES: LEGEND.• 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM -4" INDICATES A STEP-DOWN OR RECESS IN /,, EL. 0'-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED Z// CONCRETE SLAB W/ MINIMUM DISTANCE FLOOR ELEVATIONS. DENOTED N ASSUMED MINIMUM SOIL BEARING ++ 2. THE FOUNDATION IS DESIGNED FORA SSU 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. . 0 q 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) CL SEPARATION Ct SEPARATION Ct SEPARATION 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS WALL WALL WALL ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB ALL LOCATIONS. 20'- " 16'-6" 16'-6" 20'-0" Beaches 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. /2„ / 2,+ 6. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE 16'-5Y2" 100116'-5y2" for: ..H.U ! FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) �2'+ anity / 2„ „ „ ,+ „ NOTE: ------ ------ __________ BEACHES ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF = EQUAL EQUAL r 6'-6” r 6'-61" r EQUAL EQUAL HABITAT FOR TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. =N Iw I ( I ( w I N % ) o o, _ HUMANITY I lip w ) _ I ( (n w �' I 797 MAYPORT ROAD — _ ATLANTIC BEACH, FL 32233 —-� (904) 241-1222 FAX: (904)241-4310 I SLOPE I------------------� r----------------- SLOPE I I I I I _ ARCHITECT: C) co I I I ' I I I M i co I I I I I I - Julianne N. Overby, RA 11'-0" I I ' I I 11'-0" ++ Architectural and Interior Design 1 E /2 I I I I I 2 Julianne N. Overby, R.A. " " 2452 Pullian Street \ / Jacksonville Beach, Florida 32250 \I ++ ----------- 904-704-8628 i Email: jnoverby@att.net I I I I I I I I FL.AR-0017060.FL.ID-4621 w 8'-11�2 �2 I %28+_11j2 ��o w wI = � � I N I I e I I S I I °C I I I I -1 n °° S I I I I 00 _ m MIN � i i I --- --- ---� IIS I I SII r I I w (0 I I l cn I I U) 1 1 I CO w I _ I o M N _ Ilo I I oil = D M N 11 MI I oIo vI I I � I � � W W W Z I z > LL o o •. I I I 1 > I I > I i p / I I I CL I I a_ I I � O �� I I o ( I o I I A-° I p p p p V IJI I I > ' ' > i I I -�o I Q ° '�i° I I Io I I �° I I I ti� I W W W W I �, �J I I I I -9 x 7,- II ��I � I s � I aaam I J, � I Q,� I L/_� I Jp'J� I 0- ,i Z Z Z Z I -` I I I I I I `�O I Q Q Q Z I I I I I I I = �� II W VW VWLU ix IXI V I V--N V CD q OO O O ~QJ M I I Q I I I I I I I I NM M 1` 0 O r r I +0,_0„ I I I I +0,_0„ N N N N I I I I I I I I � FINISHED I I I S I I I FINISHED I FLOOR FLOOR PROJECT TYPE: QUADPLEX-ADD2 I I I I I I I I - I I NAVD FFE = 14.56 I I +0'-0" I I +0'-0" I I NAVD FFE - 14.56 I DATE ISSUED: SEPTEMBER 21, 2015 I I I FINISHED I I FINISHED I I I REVISIONS: I I I FLOOR I , I FLOOR I I NAVD FFE = 14.56 I I NAVD FFE = 14.56 I I I I I I I I I S I I I I I I I III I I I I I I I I I I I I I I I I I S I I I I I I S I I I I I I i I I L----------------- -----� SHEET TITLE FOUNDATION N I I I I N PLAN Q- -01-1/211 I -01-1/211 °- I-------------------� ° C) -' o C4 CV N ❑ ❑ ❑ ww -0'-1/2" -0'-1/2" ww ❑ ❑ ❑ 0 0 U) SHEET NUMBER ❑ ❑ ❑ ❑ Y2" EXPANSION MT. �� 1/2" EXPANSION MT. 1 EXPANSION MT. I 1 EXPANSION MT. � 19'-1 16'-5" 16'-5" 191-1111 on 103 UNIT ' ' UNIT 'B' UNIT 'C' UNIT 'D' Ari FOUNDAT11 N PLAN ` PERMIT A-103 SCALE: 1/4" = 1'-0" 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 12 EACH TRUSS ROOF SLOPE HURRICANE CLIP @ EACH TRUSS VARIES - SEE STRUCTURAL DRAWINGS S ROOF LAN (2) 2x PLATES - SEE STRUCTURAL Beaches (1) LAYER OF 1" DENSEGLASS EXTERIOR GOLD FIREGUARD CL SEPARATION CL SEPARATION (t- SEPARATION ATTACHED PERPENDICULAR TO UNDERSIDE OF TRUSS TAILS WALL WALL WALL TTA WITH 17/8" 6d COATED NAILS AT 12" O.C. OR 13/4"TYPE 'S' DRYWALL SCREWS AT 12" O.C. nR EXTEND FIRE SEPERATION THROUGH EAVES AT EXTEND FIRE r u. � FIRE-RATED WALLS SEE PLAN FOR(6) LOCATIONS SEPARATION METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIAR-30 MIN. BLOWN-IN --------- ----- ----- --------- BEACHES VENTED VINYL SOFFIT -411 INSULATION �--- p a HABITAT FOR TYP. INSTALLED PERHUMANITY MANUFACTURERS SPEC. I 1/2 GYPSUM WALL BOARD MUD AND TAPE ALL JOINTS AND -- —_--- _ ------ --------- 797 MAYPORT ROAD �� ATLANTIC BEACH, FL 32233 VINYL F CHANNEL FASTENER HOLES. SAND ALL R-19 BATT INSULATION SURFACES FLUSH. (904)241-1222 FAX: (904)241-4310 z z 12 � 12 ,L w w LL HURRICANE ROD SYSTEM 3 o w w o 3 ARCHITECT: SEE STRUCTURAL DRAWINGS � o o 0 I N. Overby, RA("'A SOFFIT DETAIL Julianne � A-102 SCALE: 3/4" – 1'-0" Q----- � Q--- � Architectural and Interior Design FIBERGLASS FIBER LASS Julianne N. Overby, R.A. AS 2452 Pullian Street HALT ASP ALT ____ r SHI GLES SHIN LES r Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net W 0 I I FL.AR-0017060.FL.ID-4621 C-9 N CN I METAL ROOF EXTEND FIRE r EXTEND FIRE METAL ROOF—/ I r M I BELOW SEPARATION SEPARATION BELOWCN Z Z Z Z N I I ' M NO PENETRATIONS , NO PENETRATIONS NO PENETRATIONS 1 WITHIN 4'-0" OF THE WITHIN 4'-0" OF THE WITHIN 4'-0" OF THELU W W W ..1 I 2 HR. FIREWALL 2 HR. FIREWALL 2 HR. FIREWALL I > > > > UL. p 0 0 0 V W W W W �— F-- F- I FIBERGLASS � WM ASPHALT I a Q Q W I SHINGLES I Q I S Ii ZZZ III F- I 41-011 41-011 A 41_011 41-011 �� 41-011 41-011 1 I 48 OFF 48 OFF I Q Q Q Q Z I RIDGE VENT RIDGE VENT I W UJ LU LU Q z z I V I LL > ' . RIDGE 'L > I 0 0 0 I0 o0 12 I Q 12 o o I LCA 4 4 I O Q r r N N I N N N N I � � PROJECT TYPE: QUADPLEX-ADD2 I DATE ISSUED: SEPTEMBER 21, 2015 I FIBERGLASS I REVISIONS: ASPHALT SHINGLES 12 12 4 4 I I SHEET TITLE 1 FIBERGLASS FIBERGLASS ASPHALT ASPHALT ROOF SHINGLES SHINGLES PLAN I c� METAL R OF ---------- /—METAL ROOF c, I BELOW EXTEND FIRE I a' BELOW I � SEPARATION � ------------- ----- -- — EXTEND FIRE 11 EXTEND FIRE N METAL ROOF ------------------------- SEPARATION 1 SEPARATION SHEET NUMBER II BELOW II c� METAL ROOF---,,,, -------------------- ( BELOW ————————————————————UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' ri ROOF PLAN PERMIT A-104 SCALE: 1/4" = 1'-019 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 MOUN ED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET -69- SWITCH SWITCH-THREE WAY Beaches a--i PUSH BUTTON SWITCH ® DOOR BELL CHIMES at i :- Hu O-� CABLE TELEVISION OUTLET r nity -0- LIGHT FIXTURE-CEILING MOUNTED � 20 XHHW AL ' LIGHT FIXTURE-WALL MOUNTED ' BEACHES I Q HABITAT FOR SMOKE DETECTOR-CEILING MOUNTED ❑ HUMANITY 150 AMP PANEL SMOKE DETECTOR-WALL MOUNTED 797 MAYPORT ROAD EXHAUST FAN / � � ATLANTIC BEACH, FL 32233 ELECTRICAL METER - .� - (904) 241-1222 FAX: (904)241-4310 AND 150 AMP BREAKER o ELECTRIC PANEL ` m 3" CONDUIT, RUN TO POLE a QUICK DISCONNECT D m n lm m ARCHITECT: i�i 10 CO -.4EXTERIOR WALL ELECTRICAL SERVICE RISER > y m -i > m FLOOD LIGHTS- DUAL HEAD Z m � i� L T I LI \NA m � N. Overby, RA Julianne 1'x4' FLUORESCENT (PREWIR ) ( IRE FAN) Architectural and Interior Design CEILING MOUNTED LIGHT r FIXTURE Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 / \ r 904-704-8628 �_/ \=_� Email: jnoverby@att.net r777777O FL.AR-0017060.FL.ID-4621 _ ^ 000-111111b V,T IN, M 1 Z Z Z ZFL— N /� >oel » > N i 1 /' / �� 01'0001� UWWWW I An >> > LL. 90 LE �' W Ix z > a ° 0C DC OC = OooK , I _ ' I i w0 ;U Ma —' r\�' I � � � I _ , Amo ZM - I I IM 0 1 1 WWWW ' I \. ► W Q G I _I I aaam � _ a d - Z Z Z�Ylll= I Z LW. W a a Z 0 - _ - VAC - _ - AF I 1 V W W W W— — — � HVA I IV V V WH --� ° 0000 HVAC H � - - - - - - - - - - W HVAC WH / �yNNN _ _ = PROJECT TYPE: QUADPLEX-ADD2 0 DATE ISSUED: SEPTEMBER 21 2015 Oo • REVISIONS: ► I I � LIGHT LIGHT (PREWIRE FAN) lol I I (PREWIRE FAN) r I r LIGHT LIGHT (PREWIRE FAN) (PREWIRE FAN) i �TO LIGHT � TO LIGHT I � ABOVE ABOVE%��Ijjo L1111111 i 1 SHEET TITLE r TO � / � � � T G / T HT S FIR T FLOOR ABOVE \ / ABOVE \ ` , � I ELECTRICAL \\ _ LAYOUT PLAN koo SHEET NUMBER L�J L❑J L❑J i L J L J L J L❑J rL LLJ LLJ I UNIT 'A' UNIT 'B' I UNIT 'C' UNIT 'D' 1 FIRS FLOOR ELECTRICAL LAYOUT PLAN- PERMIT ��05 SCALE: 1/4" — if—Owl 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. 4H� 110V DUPLEX-AFCI OUTLET � 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET -6r SWITCH Beaches t4'- SWITCH-THREE WAY o-� PUSH BUTTON SWITCH Hab � DOOR BELL CHIMES O-i CABLE TELEVISION OUTLET � � for Huma►nity� 0 LIGHT FIXTURE-CEILING MOUNTED 20 XHHW AL �+ LIGHT FIXTURE-WALL MOUNTED ------- -� HABITAT FOR BEACHES Q SMOKE DETECTOR-CEILING MOUNTE a SMOKE DETECTOR-WALL MOUNTED � HUMANITY 150 AMP PANEL 797 MAYPORT ROAD EXHAUST FAN ATLANTIC BEACH, FL 32233 ELECTRICAL METER (904) 241-1222 FAX: (904)241-4310 AND 150 AMP BREAKER o ELECTRIC PANEL � i 3" CONDUIT, RUN TO POLE QUICK DISCONNECT � ARCHITECT: EXTERIOR WALL ELECTRICAL SERVICE RISER � � FLOOD LIGHTS - DUAL HEAD � Julianne N. Overby, RA 1'x4' FLUORESCENT Architectural and Interior Design CEILING MOUNTED LIGHT i FIXTURE Julianne N. Overby, R.A. 2452 Pullian Street i Jacksonville Beach, Florida 32250 1` 904-704-8628 i Email: jnoverby@att.net ? FL.AR-0017060.FL.ID-4621 t = Z Z Z N E r ---------- ------------ ------------ ------------ ------------ — -- ------ 0 i 0 > > > > � o--� �--o LIGHT � LIGHT � QE LIGHT/ LIGHT n LIGHT/� ) � � �LIGHT(PRE N) CP I AN) (P �RAN) (P I��sCN) � (P fl IR }{N (PRE FAN) Q -, o • , - - _ , 10, LU 4 o , z z � aUj wwwZ O O O Q TOM TOM TC TO � � ELOW � I ' (� iLBELOW � � � TO - SwITC � , � � , � W T W PROJECT TYPE: QUADPLEX ADD2 BELOWI TNI � � � ,� � DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: Ll SHEET TITLE � SECOND FLOOR L - - - LIGHT ; � � G�� ELECTRICAL (PREWIRE FAN) I � (PREWIRE FAN) � LAYOUT � PLAN UNIT 'A' UNIT 'B' UNIT 'C i UNIT 'D' SHEET NUMBER A- 106 2 SEC ND FLOOR ELECTRICAL LAYOUT PLAN- �,�, PERMIT -106 SCALE: 1/ " = 1'-0" �� SET i I I I I ,Beaches H b ATTACH 2" METAL C—CHANNEL TO TOP OF OSB SHEATHING, USE FIRE—TR ED • GYPSUM LINER PANEL forHu�anity CL PLYWOOD WHEN AT A MINIMUM SEPARATION WALL DISTANCE OF 4' FROM FIRE WAL LiPRE—ENGINEERED BEACHES WOOD ROOF TRUSSES FIRE RESISTANCE RATINGS — ANSI/UL 263 w HABITAT FOR *1 U .A. Design No. 0336 HUMANITY Cn NOTE: NO ROOF PENETRATIONS000, December 06, 1996 of 797 MAYPORT ROAD • Exposed to fire from separation wall side only WITHIN 4'-0" OF FIRE WALL "' a ATLANTIC BEACH' FL 32233 Nobearing Wall Rating 2 Hr ••° Finish Rating — 120 Min Z (904)241-1222 FAX: (904)241-4310 ALIGN TRUSSES WITH INSIDE EDGE OF FRAME WALL A 3 3. SEPARATION WALL: (Max Height — 44 ft) * 6 CONTINUE " GYPSUM WALL 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1" long legs ARCHITECT: BOARD TO ROOF DECK NOTCHED -30 BLOWN form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 ' AROUND WOOD TRUSS MEMBERS. CELLULOSE O.C. 1 Juhanne N. Overby, RA APPLY INTUMESCENT COATING AT INSULATION 2. Metal Studs — Steel members formed from No 25 MSG galy steel having r - ALL PENETRATIONS. .~; - r '�: .} r-. ' .,.•„._ ,... "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8". • •��s• • y• •---• "• �• •••• _• -; Architectural an Interior Design f 531 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels, A Julianne N. Overby,R.A. supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" " - - •• • •" " 2452 Pullian Street 1:0: shaped studs. 2 4 w cj Jacksonville Beach, Florida 32250 I 1/2" GYPSUM WALL BOARD CANADIAN GYPSUM COMPANY — Type SLX. 904-704-8628 Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 1 .063" USG ALUMINUM ANGLE CLIPS •`.� " UNITED STATES GYPSUM COMPANY — Type SLX. — SPACED AS REQUIRED `• "THERMARBER INSULATION 2 3 FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) '. ' • r I 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at :.'x 2 LAYERS 1" USG GYPSUM mid—height where necessary for clip attachment. Min 3 4" separation between I ( ) 9 rY P / P 6 M LINER PANEL wood framing and fire separation wall. F F F M R11/19 FIBERGLASS 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, BATT INSULATION 1" (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" ,�` Z Z Z Z N long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4 ¢ _ n n N (Optional) Joints covered with paper tape and joint compound. Nail heads %ftwo %..o M • 1/2" GYPSUM WALL BOARD OVE2 # covered with joint compound. SPF WOOD STUDS ® 16" O.C. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 5 �j = 5 W W W W J T 2-1/4" legs Clips secured with Type S screws 3/8 long to H studs and > > > > LLI -- " with Type 'W screws 1-1/4" long to wood framing through holes provided in ti 2 METAL H—CHANNEL clip. 23 32" T&G PLYWOOD 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space MIN) AIRSPACE li / METAL ANGLE — SPACE AS REQUIRED " " y 0 D D a V SUBFLOORING GLUED AND _; ; clips a mas of 10'-0" O.C. vertically between wood framing and H studs. SCREWED OVER PRE—ENGINEERED 1 2x SILL PLATE 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space W W W W WOOD FLOOR TRUSSES clips as described in Item 6A for upper 24'-0". Remaining wall area belowFm Fm Fm („= W x' requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" SECTION A--A a Q Q s y studs. *Bearing the UL Classification Mark 0 CD ZZZ1-Z � PRE—ENGINEERED WOOD W W W W R TRUSS SEE STRUCTURAL DRAWINGS : V 000F" r r' O I O O N ; x 1/2" GYPSUM WALL N N '• BOARD j PROJECT 1 :. OJECT TYPE. QUADPLEX-ADD2 Y 2x6 STUD WALL @ 24" 0.C. DATE ISSUED: SEPTEMBER 21, 2015 1/2" GYPSUM WALL W/ R-19 INSULATION REVISIONS: 12" BOARD OVER 2x #2 SPF .063 USG ALUMINUM ANGLE CLIPS WOOD STUDS — SPACED AS REQUIRED NON-COMBUSTIBLE SIDING OR "AtR11 FIBERGLAss BATT 1/2" GYPSUM WALL BOARD STUCCO OVER APPROVED ATTACH 2" METAL CHANNEL TO INSULATION 2x4 STUD WALL @ 241, O.C. HOUSE WRAP VAPOR BARRIER CONCRETE SLAB W/ 1PASLODE91" (3/4" MINIMUM) OR EQUIVALENT ANCHORS ® 24AIR SPACE W/ R-13 INSULATION FIRE RETARDANT .. O.C. MAXIMUM I (2) LAYERS 1" USG PLYWOOD SHEATHING. EXTENDED r •' LINER PANEL 2x SILL PLATE W �_ _ _ _ _ N GYPSUM 4'-0" HORIZIONTAL DISTANCE BOTH SHEET TITLE FOAM SILL SEAL •• OF SEPARATION WALL SIDES OF FIREWALL b, 1 0100 WALL . 2" USG 'C' RUNNER SECTIONS i wi 2" USG 'H' STUD . ' .• a . a . . • °•• 2X6 STUD WALL @ 24" O.C.• • • . . • . . . • 4 . AND • • ' >a W R-19 INSULATION A* a. a n / • , a .A (2) 1 USG GYPSUM LINER PANEL • DETAILS • ' '• •a• (SEE SECTION THROUGH CONCRETE GRADE BEAM SEPARATION WALL) SHEET NUMBER CL (SEE FOUNDATION PLAN) SEPARATION WALL ' r 1 WALL SECTION- r2PLAN DETAIL. A-300 SCALE: 1" = V-0" A-300 SCALE: N.T.S. i\ PERMIT SET i II I I i STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL i CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. i 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. E i FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16 OSB OVER Beaches (PROVIDE ADDITIONAL 15# FELT LAYER @ 2: 12 SLOPE ROOF) PRE—ENGINEERED ROOF TRUSSES Hab t.a. . I — SEE STRUCTURAL 12 '. ROOF SLOPE BLOWN—IN CELLULOSE 8c INSULATION VARIESforHu. anity BAFFLES BETWEEN EACH TRUSS SEE ROOF PLAN HURRICANE CLIP @ EACH TRUSS BEACHES SEE STRUCTURAL DRAWINGS HABITAT FOR (2) 2x PLATES — SEE HUMANITY STRUCTURAL ' 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 METAL DRIP EDGE OVER METAL j ARCHITECT: Julianne WRAPPED 2x6 FASCIA N. RA VENTED VINYL SOFFIT INSTALLED Architectural and Interior Design PER MANUFACTURERS SPEC. R-30 MIN. BLOWN—IN Julianne N. Overby, R.A. VINYL "F CHANNEL INSULATION j 2452 Pullian Street 5/4 x 6 FIBER CEMENT F R E I Z Es Jacksonville Beach, Florida 32250 I BOARD 1 /2 11GYPSUM WALL 904-704-8628 BOARD. MUD AND Email: jnoverby@att.net R- 19 BATT INSULATION TAPE ALL JOINTS FL.AR-0017060.FL.ID-4621 HURRICANE ROD SYSTEM — SEE AND FASTENER STRUCTURAL DRAWINGS HOLES. SAND AL Q SURFACES FLUSH. V 0 I 7/16" OSB OVER 2x STUDS SEE STRUCTURAL DRAWINGS 23 32" T&G PLYW OD VERTICAL SIDING / N SUBFLOORING GLUE AND (BOARD & BATTEN LOOK = ) SCREWED OVER PRE—ENGINEERED TO BE INSTALLED PER � SC0 WOOD FLOOR TRUSSES "' MANUFACTURES SPECIFICATION WW W W J l > > LL DAMP PROOF BARRIER LAP OVER FLASHING & SHIM 1 P.T. 5/4 x 8 O V CONTINUOUS TRIM 4 STAIR DW W STUCCO: INSTALLATION MUST A-301 SCA : 3/4" = 1'-0" W A30 � � � � � CONFORM TO FBC—R703-6 2x SILL PLATE C.7 (D CD 0 V s Z Z Z Z 11iii= .. .. ' W W W W Q 1 /2 GYPSUM V V V V J WALL BOARD0 000 Q REINFORCED CONCRETE SLAB & O �yNNN FOUNDATION — SEE STRUCTURAL 2x PRESSURE TREATED PLATE DRAWINGS PROJECT TYPE: QUADPLEX-ADD2 OVER FOAM SILL SEAL — SEE DATE ISSUED: SEPTEMBER 21, 2015 STRUCTURAL DRAWINGS FOR6 MIL VAPOR MAST ANCHORAGE BARRIER OVER BEDROOM / REVISIONS: CLEAN, CLOS / EXTEND HOUSE WRAP BELOW FINISH COMPACTED AND s'cLG. / FLOOR. SECURE WITH STARTER TERMITE TREATED / : STRIP SOIL FINISHED FLOOR Flk FINISHED GRADE ° O SHEET TITLE ° 3-4 �1 �o Q J a o C LL :f....... 2 2 •� STAIR SECTION D o ° ° �� \ '��` 5� p DOOR �-� TAND O �'� \\. °°• �• _�� i� AH UNIT LL. TILT TN N DETAILS 1/2" GW&,/ H W H � ...... INTERIOR STORAGE 8 CLG. U') CN M (CONDITIONED) M _T4 4 4'-6" SHEET NUMBER PARTIAL WAL A-301 W/ WOOD CAP WALL SECTI N 2AIR, SECTIONS r3�� GREAT ROOM SECTION A-301 SCALE: 1 = 1'-0" AT SEPARATION WALL A-301 SCAL 1/4" = 1 -0" A-301 SCALE: 1/4" = 1'-0" PERMIT SET � . � I . � . I - - , I , - � , ,:. . i I � I . I I I I � � It�. � . I � , i t � * , I � . I I . . I . I I . . I . � I � , I I I I . I I I I , . � .� � ,. � I I I I .: - _____-- - 1101111000� I __ I I THIS DOCUUEN ALONO WITH . I . I I I I , . ." � I ASSOCIATED DOCUMENTa. I,5 (, I . SPECIFICATIONS: (continued) I GENERAL NOTEI�): I ...4 a I � I EZ . AN INSTRUMENT OF I 1, . �, � I I I . I I I � .I � � . ENCINEER',5 SERVICE FOR " OTHER FRAMING I CODES & DESIGN STANDARDS: I DESIGN LOADS: I "I THE EXCLU,51VE U,5E AT THE 1.All notes,drawings,det ils,tables.,-feferences and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or � I , I ,�/ -�/ ./' //-// _'P/1 � //;�_///11//,��V/;////,.�/�,�,�///�.,�, X ",/// ,Z .// /.'/ . Z, PROJECT TITLED HEREIN. . bor and/or materials shall only be . . .///;/./// ./ service contributor prior t! initiating apristruction of the structure depicted herein or providing labor and/or materials for the same. La . // �/.,/ //./// &� ;/ - / -// //��,;�//01' //z/, / /'// . ' .//.-,-//Z-//.'.-_�- .-,. _,"�,,�.,�.//.'-.�,/,/.��. ;�, XK,/-, . furnished by those person,' and/or entifibs with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a 1.All structural(dimensional/solid-sawn)framing members,exc-1pt as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. 'Florida Building Code-Residential 2014 � ROOFS I . MI: �/..I . R ,,,/ ,/. ./.--,, INFORMATIO,'V DERIVED FROA1 11 . I � .1 ,�,/ // I , I . I //.�/ I IX � THIS DOCUMENT. ANDIOR thorough knowledge of ar;Aicable 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 I . <//, 1 2.All engineered w d beams shall be Trus Joist/I-LevelAVeyer�aeuser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in . I/ ./, //.1�1 . I 00 I . .. . //.,V,,, . ASSOCIATED DOCUMENTS, MAY " ..// // I . I I DEAD LOAD/SHINGLES 7#/sf / I // ZONE It Ill /.',, // I . . . ;1 NOT BE U,5ED FOR OTHER I accordance with the manufacturer's specifications,instructions and directions. I //.' / �. / 2.These engineering documents have lle-'en prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 ASCE 7-10 DEAD LOAD/TILE 20#/sf /// /;/ . . / �/.;/;� , I - . I /./ /// . . . //... I WORK(S) OR PROJECT(S) . I I DURATION FACTOR 1.25 i ,//, . . I . . /' and 1610 of the Florida B:-,ilding Code,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 NDS-05 .,// .. ... I. " ��., . / ,//./ 3.All engineered wood posts or columns shall be Trus Joist/I-Level/Weyerhaeuser brand TimberStrand LSL 13E or Parallam PSL 1.8E solid members,as specified,or //., //. , � WITHOUT THE EXPRE,5,5 .. -Residential. The engineer's scope of work is limited to only providing the necessary analysis, TPI 1-07 � I . FLOORS � �1/1�1 �-11� I / .�, /�/."//��//." . /// I I '//. ." - // ///I // along with Tables R301.5 R301.6 aiid' -up or pieced together to form .,// ,�l.;//`�*//�.,./"`/-"//��/``//�/��.,�//� ' I WRITTEN PERML5,510N OF THE . IR301.7 of the Florida Building Code equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built .1 N . _ .1 ./., - .---.---- ' ACI 318-05 LIVE LOAD 40#/sf Z / ;�/-//�/�WVW��'��- ��-�/�' ,//� drawings,details and spec.-fications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the � ;�// ,////, . / I.. / ./ . I , 11 the specified dimensions;they must be solid,one-piece member;,. Post or columns specified within these construction documents as dimensional/solid-sawn members- 2 � / ,/� �. 0///�,//////�,. / ZONE"I" �/,�� E� '. . //*�*////`�`-//` , = aforementioned sections o,F'the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the WFCM-01 I DEAD LOAD 12#/sf(Includinf-,,Cln'g Below) W5 ;,/� //`/"',/,/.1"///.,�. //// / -, RE V�'DENZIEBOREPMWO IV . 1//1Z_.///;�,/X/V, ;/,/, i.e.4x4,4x6,6x6,etc.-may be replaced by a similar-sized(e.g a 5.25"x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or I ( ;a �., . /;//. DURATION FACTOR 1.00 �;,111 './ . /. //-' = �;�� t) //. engineer's scope of works ecifically excludes engineering functions delegated to others[i.e.roof ancUor floor truss design,engineered wood products design(except EWP ,. ,/ / - � I /. . . ki documentation required by the engineer. I .. /I/ 41JINr I ....... 1., . I specified herein),etc.] as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, . DESIGN CRITERIA: CEILINGS/ATTICS 1// N // I I - I � /,,�/ �// "I" / I / I . LIVE LOAD/NO STORAGE I 0#/sf(Non-concurrent) /// / ;1 1///"//``.,.- //./ I ,-,k specifical' excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture I . /- ////� ,,//. I I the engineer's scope of we 4.All nailing shall be with"common"nails,except as erwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by //�, I ZONE " ,//, . ' BUILDING TYPE ENCLOSED �//-" I I//11. ,///// I .11, ,/// 2 - I . .1� oth LIVE LOAD w/STORAGE 20#/sf(Concurrent) . . protection,infiltration anc/or resistanee;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further warrants that the the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails I �_ '. ///-�;�,�//// ,. I- . DEAD LOAD 5#/sf � �,�// ,//, ./.�, ,// _//Z,�/- '.1 /�,/ - I structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections ofthe code and makes BASIC WIND SPEED 130 mph(3 sec.gust) I I //////��. . 1// /I . or screws. . I I . /'- �/// /., . .'. . 3 - no other claims,warranti ents with regard to their fitness for any purpose. Any data included within these documents that address � . EXPSOUIRE CATEGORY C WIND ;�.Z//;;�/./ Z/ , / .... 1, '. . . , 6,or guaranteis relative to these docum I I ,/////, .. I /. /// / / ... 1.'/ � . I v /.,�. < �,//., . . 'I./ I � 11 . ,// ... . ,. ' BUILDING CATEGORY 11 LOADING 1. .�// ,/,// / ./ /., .. / elements beyond the specific confines ofthe aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be 5.All engineered components,including roof trusses,floor trussi s,I-joist,etc.,shall be installed in accordance with the manufacturees specificatioqs,instructions and I � - �� . ././,< . './ ,1 -4 I- .. 11. /. / - � I � . responsibility of the approoriate entity--i.e.owner,architect,contractor,ancUor building official,individually and collectively-to design,account for or otherwise verify as INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR 1.60 X* ZONE /�� E / . � I � . � X ,.I., I .;�, ZON . ., 6 directions. SIESMIC N/A I X A/// . "I" . � I . . I I / . I.. . . 16 appropriate for the intendc'.J purpose. ; � . I 11 � I I % I . I 1� I, ,/.. . ........ 1< The I / . I I I. I . 1. �///;�;/ .. I . I . . Z///`/ /. I . . 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOT required except when specifically identified as such). , FOXKir I/ . , ..,I . - I � /. . . I . . , /. � ... , I I . I . 3.The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding orthe associated effects . I I ... '/' , ." , ' Sheathing may be either OSB or plywood,unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly I � I � C ,/ ..,/ GABLE///,./I<,_ � 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 I I blocked. Use of"ply clips"or similar edge support is required it unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. . : ZONE"3"-CORNER � M I � appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" I I I . I I 1 ,�LZ4 ZONE(S),TYPICAL . Group the minimum prescribed by FEMA,As prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved I i J by the local controlling authority. FuAen-nore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofand wall I � . ! � A Florida Corporation ....,I � � I ; � . ,.,, . sheathing shall not be less than 7/16"thick. Floor sheathing sha I not be less than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some I ROOF PLANNIEW 0 ZONE"I"-INTEIUOR ZONE(S) .".t. � * , . I"V"unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. . I I � Designers :,--.'?;;, I 1 ; I . I � design loads require thicker panels;see sheathing specifications or specific minimum panel thicknesses,required span ratings and fastening information. � I .1 I I . 01 . . � I . I I �� . //' ZONE"T'-END/EDGE ZONE(S) . Engineers . 1_ 4.The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced , �";,.; . I -�. , . � � /;� . r ,.,�,. -stone venee,. finish,the APA( www.apawood.org recommends the use of either 15/32".thick,32/16 span-rated I I � El ...;" .ee 7.At exterior walls clad with a stucco or an applied % "EZ" DEVMNSION: 6!i5o Roosevelt Blvd. I" herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) I I _.__!P- I -.'�..'Z' ., __..;�!,D�, i I sheathing(Exposure 1,PSI/PS2) 2r 7/16"thick,24/16 span-rate d Structural I rated sheathing when the sheathing is installed with a vertical orientation(long axis . - Jacksonville,FL 32244 "I.,--'1�;�-...?..*, or documents,nor of any inconsistenoies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of these engineering _ I � ZONE"3"-CORNER ZONE(S) I . i......',��..,'t�,,� , � . . "..�,. parallel to the studs)on the wall(see Technical Bulletin TB-202 for additional information).The discretion to enforce the aforementioned recommendation is at the sole I . ** 51-311 ** Im I 1 (904)772-6100 ... ... documents be found to include an erioit or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you-have FIRST verified the I I I �_-- . - . . FL CoA No..29015 1 1 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 - I I I . I I I I . suitability of the nonconforming materials with the Building Off cial.having jurisdiction over the project. Failure to do so may result in the need to significantly enhance . - 11 I I � I � I for the additional services L,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 � I . �, I , I I the construction of the exterior walls. � I � . I � I engineering documents or-addendum dwreto. - . � . I . � . . I � 1� .I � � � y I 10 I � . I . I I � I I ,�. . � I I I � I I I �� I . � I . 1 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manufacturees specifications,instructions and I 1, 1 5.These engineering docu',.nents 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 directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications ofthe connector(s) I . I I I I I � I I I �� . ... 1 �.4 clv� C/� execute(a)subsequent strACture(s)oe 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. I I I \ I\,�-�\- A F 7,T...I � � I I I - I . � . I . � \� I . 1 I�. . I I I . � I , , ' . I I . 1. I ) I-�x /I � I . 4..i � I I <, I I I I f I/ 1 6.Use of these document:; or any p�j:gose constitutes the understanding and acceptance of the terms and conditions outlined herein. � � I " /�/ � . I . I I I. . I I I I � I I -� I I . U Oil I I � . � FOUNDATIONS,CONCRETE&MASONRY I I I 1 7.Verify structure orientz -Ion with ar�hitectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. . I . . I . I C, F-4 . ,. I I �� . ss� I I . *. . . I I I- I I" I I . > 0-4 . I - I I . .. I � � 1.The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design . . I . I . 8.Any discrepancies betw_%,en these cogineering d hitectural drawings,site plan,survey and/or other data or information shall be reported to the parameters and accepted engineering design procedures and is h ised upon the best information available at the time of their preparation. The�design(s)depicted herein . . . . � � . I I E-4 = engineer before the comm-.ncement of 4onstruction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during . . 1� . . I is/are intended to minimize differential movement resulting fron i the heaving of expansive soils and/or settling of subsurface soils. it must belrecognized that the I . � I I I ,/ � . . . � 1� I �, construction,construction should ceasi until such time as the discrepancies have been resolved. � � . � 11 1, I . I/ I , I . � , I I foundation components will experience movement throughout tf e useable life of the structure. Subsequent owners and/or occupan�_-i-�A`the structure shall be apprised of , I � I I . I I I /I CA I '. I . � � . . I I I /�, - . I . � , . I . . ! the soil conditions present and be advised to maintain good prac ice in the future with respect to surface and subsurface drainage,maintenance,the construction of I 11 , . , I 0 9.These engineering doct--nents'have.been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations partitions above floor slabs,finish work on or above the floor sl b and the locating or constructing of secondary elements near the structure that could affect future . . �I / � . I I I I I I . . I U and other specific infb=,-.ion-which.'has been replicated into these engineering documents. The engineer is not responsible for the accuracy ofthe replicated information . _� . . I I I I performance. I I . I . I . - I I I 'r, or for claims arising from,,.he use ther6of, I I I I . I I . . I � I I �` . .. ___x /. . . . . 0 11 � � . I I I � I I I I I I . - \ I u V� I I I ,It I I I I - /1, 1�1 . I I 1� I 1. 2.The foundation design(s)depicted within these engineering d ,cuments has/have been prepared based on a relatively flat,well drained building site featuring . I I -, . .. I 0.Unless specifically de-,icted withiV?these engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems I I . . � �_ . . . I I �:) Z exclusively non-expansive soil with an allowable soil bearing ca 3acity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sfper foot of depth I I % I / \ I f /� I . ' * ' � � I I �../ k\,�,�,\\�,� 1�\NL'�\' .1 I cldn that may be intended by 0 bers and d 0*41d affect the performance and/or serviceability of the structure depicted herein. . . . with a level back slope. Should site conditions be adverse to-or'otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and I I . I . I I . I � � 0 I I , I to . . . � � . I I �. . .4 0 1 . I the engineer shall be promptly notified of the conditions and no-brther construction shall occur until the engineer has provided additional direction. I � � � 0I_llllll( ., 11.These engineering doc�iments should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall .. � I � I �, I � � I E`IIIIIIIII1 framing shall not be assurl.ed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or refe.rences included in the architectural h and have been anchored to the floor I I I I . I I . 3.Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strengt ... I I 1. 4.4 I I I drawings. I . � �� . I I. system above or otherwise properly braced or shored to prevent Jamage to the wall. . I I I I I � I I I . . . .4!� I I I 11 . I I � I I . I I .- � � I . � � , . �� U 12.These engineering doc.iments include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.ofheaders,beams,columns,posts, . . I I . llf� I I . . . . 4.Refer to the Geotechnical Engineer's report for all soil and/or iite preparation requirements necessary to achieve the required minimum 2,000#/sfsoil bearing capacity. . I �_lllllllll1 studs,joists,rafters,sheat:ing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on the In the absence of a geotechnical engineer's report,the site and scil shall be prepared to the satisfaction of the Building Official. � � I I I 1,t . . . . � W W. associated architectural dmwings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded or enhanced, I I I . 0II� within reason,at the discr-tion of the.user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. 5.All foundation pads depicted within these engineering documCnts shall be formed to the dimensions as indicated and substantially centered beneath the associated � I FLOOR PLANIVIEW �:) V% U . . � I I I . . I I . , 1 . . . 41 1 . I . I I . I WN r= W 13.These engineering doc,iments include multiple pages with cross-references. All pages of the engineering documents should be reviewed and -1 ZONE"4"-INTERIOR ZONE(S) � � I I understood before using column or wall,unless indicated otherwise. I I F W P-4 the documents for any pui pose. If(4)3�ge(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before I I "EZ" DIMENSION: 1. 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 stepsJogs and elevation I I � I ", ' CA . I � proceeding with intended,"Ise. , ` I ome of these items may change E-/�/] ZONE'15"-ENDIEDGEZONE(S) I I . ,." ,A,lit I � I . changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that s I . ** 51-Y ** ... . . > V% 11 ., k . . � I 'I. . during actual construction. The design(s)depicted herein can or ly address the proper foundation configuration as specifically depicted herein and could require .. I - . I (= V� 14.It is the intent of the et gineer that.the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having I 1. I . � .' additional analysis and effort should field revisions merit. I I � I I I I q1t W jurisdiction over the consV uction.and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and I . . 11 I � I � methods of constructing th,e structurb-depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion ofthe structural I . . I � I ; � MAX. ON-CENTER STUD SPACING (in INCHES) � rllli F� . I t . �, I . � It standards. Under no circumstance shait these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been 11 �:) I (Z) I . system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore � I I approved,and c)(an)appi-bpriate perinit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)ortheir designee(s). the walls throughout the construction process to maintain the integrity of the design(s). . I I � I I . I . I I: I�, - END-ZONVINTERIOR ZONE: . I Furthermore,all construct:on arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible forthe . I I � I WIND 130/C FLEXIBLE FINISHES (NOTSTUCCO) � r4 I Z � I , urther. No Certificate of Occupancy(or similar statement of I I ., Mn.Rf.Ht. <30' W , issuance of any permit(s) :nd shall Oa�s each required inspection before the construction progresses f . . 8.The building site shall be cleared of all top soil and organic in atter beneath the planned structure location,as well as for an additional five feet or more beyond the � I I 1,,�; I .. I I FINISH F[EX. 2x4 . 2x6 2x8 X . I completion)shall be issued for'the strilcture depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any purpose,Vintil such perimeter thereof. Unless otherwise indicated,all footings and I[at concrete shall bear upon non-organic,undisturbed soils compacted to a density ofnot less than 95% � \1 �, I Fssssssl 1.-4 � ' time as the authority(ies)having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound and in compliatke with all . PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP of Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of not less than two feet(24 inches)below the bottom of the footing br slab;Or,upon clean I I (NOMINAL) applicable laws,rules,codes,etc.,and-consistent with the drawings,details,tables,references and specifications depicted within these engineering docurnents-. I GW-,GP-,SW-,,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic,undisturbed soils(with the compaction COMPONENT & CLADDING PRESSURIF,S (in psf)-Vsd or "ALLOWABLE: �' 1 81 . 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 124"/24" .4� c) . . I I � I , I a� I 9 . . . I ,��,, ,��. thereof verified as previously referenced)and added in one foot '.12 inch)lifts and each lift shall be compacted to a density of not less than 951%ofModified Proctor WIND 130/C 91 124"/24" 24"/24" 24"/24" 24'0/24" 24"/24" 24"/24" 24"/24" 1 1 -e6ntractor(s)and labor contributors executing the design(s)depicted within these engineering documents to deteirm in""etthe p(gper ROOFS(all values negative-i.e."UPLIFT") WALLS(incl.Windows&t)oors) I Q� <:� 15.It is the sole responsibility of the I Maximum Dry Density(ASTM D1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering.report specific to the PITCH .>6/12 - +_ 10, 1211/16" 12'1/16" 24"/24" , 24"/24" 24"/24tt 24#1/2411 2411/2411 erection procedures and sequences te4uired to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insurePhf,-'§6_Tlhdness i , r'-) " 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" llli . 4 ' - building site or at the direction of the Building Official,as deem-.d necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the Mn.Rf.Ht. - 15' ZONE"311 i Z014E 171 ZONE"Ill OVERHANG OVERHANG END ZONES INTEN.-R 26iTES - Ill 10"/12" 10"/12 r of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)ane tabor � 1, AREA(in sq.;.) CORNERS i END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE NEGATry POSITIVE Z aintain a safe,plumb and level structure during the construction process,until such time site be prepared to a lesser degree than that which is outlined hetein. I I - I � I 12t 6"/8t' 8"/12" 24"/24" 24"/24" 24"/24" 24t0/24-1 1 24"/24" contributors to provide appropriate and adequate temporary bracing necessary to rn out these 11 <10 25.85 -25.85 -22.10 � -37.46 1 -37.64 -29.60 22.10 -23.98 22.10 14' N.P. N.P. 12"/16" 24"/24" 24"/24" 24"/24" 2411/2411 �� V) W as all of the structural elements and,cmiponents depicted within these documents are properly installed,inspected and approved. Bracing shown through 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 ' 161 N.P.. N.P. , 12-1/1611 16"/16'1 16"/24" 24'1/24" 24"/24" (..� . . . I . , I engineering documents is permanent bracing and should not be confused with or substituted for the aforementioneO temporary bracin �� t 50 -23.23 23.23 1 -19.48 -34.84 -34.84 -24.91 19.67 1 -21.54 F 19.67 18.5' N.P. N.P. 811/8tt I 8-1/12" 12"/12" 24"/24" 24'724" �� :) ON 1� . � . . I I 1.-1�_ � - o I . ' I � I I� I . I,_�,�-,,�;,g�_M�A �� - .C >100 -22 -22.10 1 -18.36 -33.72 -33.72 18.73 1 . . I , _ " � (minimum)6mil polyethylene(visqueen)barr ier installed in acc)rdance with applicable codes and standards. Slabs shall be reinforced with ei her 6x6 WI AxI.4 1 1 1 . � I I I . � 11 11 I I I I. I � 11 I WWM,lapped not less than 8"at edges/ends,in conformance w th ASTM A-1 85,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of I I I .10 -23.04 1 1 -20.60 _ 18.73 19.51 N.P. N.P. 8'1/8f' 8'1/8-t 8"/12t# 24-72411 2411/24tl 16.Yet-to-be-installed building mat$rials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within � � � W W __ . I ��'. A 1/2411 2411/24t' , . lb.per cubic yard of concrete,complying with ASTM C-I 1 16. 1 � V_ 20.5' N.P. N.P. 1611/811 811/811 8'1/8t' 161 these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable liverloads ofthe � I 1 . 11 I I I.1,�,� . - I U W W . I __0�11. I � I . 1 21.5' 1 NOP. N.P. 6"/6" 61l/8" 811/8" 1611/1611 24"/24" 1 _1001� I I floor or roof;Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. I � �e_ 1�_' I i __F_�� Essssssi . �4 � -Z.-I- � - I . 10.Minimum compressive strength of all concrete used for foun ations,slabs,etc.shall be 2,500psi at 28 days. -, _1 1 22.5' 1 N.P. , N.P. N.P. 6"/6" /8' 16"/16" 24"/24" , I I I I I . .��Op` .1 11 * 17.All materials s ecified 11 within thes'b engineering documents shall be installed properly, in a workman-like manner and in accordance with the directions and instructions . . I � � . � . - 1,�'__i�-I" � i ,� 0 P...i �4 1 . 1. I . p . I 1.Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive ftrength of not less �_ � I I I provided by the manufacb.,rer,or as otl4erwise indicated by the code or associated product approval document. . � .. . . e� I . � I , V� C/� .t than 3,000psi at 28 days. � I . I I I I I I I � I P-1 r" �:) g:4 , . . . Ire I . I I t I I . . . . I I- MAX. ON-CENTER STUD SPACING in INCHES) �sssssssl 18.These engineering doe.iments have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated 12.Reinforcement shall be detailed in accordance with ACI 315 Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: I I I . 1� ( . r...lli W . .. '�f ta ar and methodologies are a)Concrete cast against earth: I 1 3 of I I I I . I END-ZONVINTERIOR ZONE: I = standards and design met'-:)(Jologies r erenced therein)applicable at the time of the preparation of the documents. As the applicable code,s nd ds routinely updated and/or.1;ipplemenWd,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and I I I I I I i � . I N 4 > I b)Formed concrete exposed to earth or weather: I'/2" � N WIND 130/c BRITTLE F I N I S H E S (STUCCO,et al) . I I , or construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective 1 3 of �� M�.Rf.Ht. <30' V% enforcement agency(and ubsequentlylused f d shall be returned to the c)Interior slabs,walls,etc.: /4 . 1�' J - 2x4 2x6 2x8 .2x10 ' 0 date of the edition of the c-)de,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void an I � FINISH BRIT. . I I I I I . '. I I � I I M U engineer,who may subsecuently be cofitracted 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 be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal I � . I I PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF, #2 SYP #2 SYP #2 SYP I : I methodologies. In no cas('..,shall these documents be used for permitting or construction more than one(1)year after their date of original issue. (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching comer bars shall be used. All longitudinal . I (NOMINAL) . � - r___1 1._4 1 . I I ,I; I , ) .C; . I � I I �I . 81 16"/16" 16724" 24"/24" 24"/24- 24"/24" 24'1/24- 24"/24" C/� I . �. . (horizontal)reinforcing shall be lapped at splices a minimum of 0 bar diameters(20"minimum lap for#4 and smaller reinforcing' .u,.I all vertical reinforcing shall be � . 91 12"/16" 12'71611 241t/241t 241#/2411 2411/2411 2411/241$ 24"/24't N ,� . 19.Engineering documenti such as thege depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme lapped at splices a minimum of 25". . � . I I LECEND - I 101 1 10"/12" 10"/12'1 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" care and code-required faCtors of safei',;4iav been applied throughout their preparation in an effort to minimize the potential for errors,omissions ancVor conflicts. � . . . I I I W WN . J y e � I I I . Ill 60'/811 811/810 20172411 2411/2411 24fl/2411 2410/2411 However,the very nature:)f the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability ofthe 14.ALL concrete operations-including but not limited to mix d sign,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done 1 (2)2xI0-2/3 HEADER/BEAM CALL-OUT � . - � �� (7.) �� . engineer to foresee every ..:ootential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require additional effort in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." I � 1 #4 16* 1 12' N.P. N.P. 1811/2011 2211/2611 24172411 241724" 2411/2411 1 C) F...4 . . I it I once construction has com�menced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as � I I . NUMBER OF KING-STUDS EACH SIDE OF OPENING 1 14' N.P. N.P. 8"/12" 12"/12" 12'1/16t' 1 24'1/24" 24"/24 1. I depicted herein,causes th�- engineer to be unable to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. I � I I NUMBER OF JACK-STUDS EACH SIDE OF OPENING � � 161 N.P. N.P. 1 6"/8" 81'/81f 8VI211 16't/2411 2411/2411 Q) N . U I . 1 I . 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) 18.5' N.P. N.P. N.P. .N.P. 6"/6" 12"/16" 2411/24" 1 I I � I . . � I I 1 20.These engineering I do('-iments and li�e designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. . I � I I I . NUMBER OF PLIES IN I HEADER 1 19.5' N.P. N.P. N.P. N.P. 5"/611 121f/1211 2410/24tl 1 . I . I . 16.Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive I � . kn I I For cause,upon notice,th documents shall be returned to the engineer in their entirety. Reproductions of I the documents,the design(s),ideas and/or elements contained strength of 2,000psi(f in= 1,500psi). I I I I I I I I I I I 11 20.5' N.P. N.P. N.P. N.P. N.P, 8"/12" 1 1 6"/24'- . I I W �= �.4 P4 1� herein are prohibited witl )ut the expr6ssed written consent of the engineer. I � � . ALL EXTERIOR HEADERS 1 (2)2x6-1/2 JUNLESS NOTED,OTHERWISE . 21.5' 1 N.P. I N.P. , N.P. I N.P. I N.P. I 811/8" 16"/16" . I .... I � . I . I . � I . I 1. I I . 22.5' 1 N.P. I N.P. I N.P. I N.P. I N.P. 1 8"/8-1 16716" 11 .. .. 17.Mortar shall conform to ASTM C270 and be Type S. . � ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE . = N 4--� CA I It � 21.These engineering do( iments have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used . I I I EXTERIOR STUDS SPACED AT GREATER THAN 1611 o/c SHALL . I I I I I I I .I resources reasonably avai able to him.,�ased upon the information relayed by the client,to determine the appropriate wind speed and exposure for the specific site or 1 18.Grout,when specified,shall conform to ASTM C-476,with i minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" � � 1, I 11 1 19 5 � '. I I I I . . . I BE SHEATHED WITH MINIMUM n",Q"NOMINAL)SHEATHING I � location of the constructica depicted fi;�rein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps and 11 It. I I I . I . .� I . I - � WTTH VERTICAL APPLICATIONS&STUCCO FINISHES. � published by the local cor-.'rolling authdifty and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the I I . . I .� I. I I I I . I �. . I � I I wind speed,exposure and other designip'riteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrtte,shall be provided over all openings in CMU walls,unless specified differently on the drawings. I I I I .1 I .1. I I DRAFT MEB The engineer shall not be 'iable for Q7,.claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provi.ded to him Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. � . � � . I I 1, � I � � I MAXIMUM ON-CENTER STUD SPACING IS 16"WHEN USING I-" I I . .I by the client(or others),o:for the accurtcy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. �. I � I � . . 11 "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THE THICK WALL SHEATHING. . 1 16 - I CHEeKED EAW - . � I . . . I�. 11 I I SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE � I I I . . I I I I I � � . ,. . 1 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM A 1 67 Type 304. . I I I ;3CALE N.T.t5. I I I I . � . � I I I . I I � ...I.. I . 1 . . I I I � I I ( )INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 811 1 1 I � I � I � I � I � SPECIFICATIONE,-. i I I I . I . � I I I I I I . � I I I I I . � . MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, I DA TE 10.9.2015 .- . I . I It, .� I .I STEEL . . . I I I . I I . RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED . . � I � I . . . I . .1: I � . I I I I . � I � I JOB- NO. 15-199 . I � I I . WOOD FRAME WALLS ; . I . I .I I I I -1. . � I . . I TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. I � I . � . I � . .4 I I I I I I. 1.Steel elements shall be detailed,fabricated and erected in accc rdance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel I . . I I � I � I , I I (�Q I . I I . I MING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASON ' CONNECTOR SCHEDULE . I I �I , .VT. NA 1.Unless otherwise specif7cally indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-framed")when Buildings,"9th edition. FRA I �I � I I . i . I I . I . fully-braced by an intersei,ting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and should not be . I I I I I I - I � NAILS/SCREWS TO HARDWARE/ ASTIM 307 INT ATI 11 I ProOe4�Einine"er'.., . 2.Structural steel shall be ASTM A36,except as noted below: CLIP,TIE FASTENERS I OMIEXTIMONO ,POUNDATIONS RX7,119THM-WALL POUNDATIONS CAIU WALL TIE-BEAM/LINTEL I %,,, .. I -�-!.-% ... used to support platform taming unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuousand I I I (SAE 10 1 8) � � !� _�,Ill- 11", �I I 1. orSTRAP orNAILS I FRAMING MEMBERS CONNECTOR , 1 -4 ,, N�,%. �.�-- . %� �.., � . a)Pipe ASTM A53,Type E or S,grade B . YIM BED MIN EMBED MIN EDGR MIX EMBED MIN 1,VAX BDUAMIN EMBBD EDGE DIST I I I . 1. � I I" � 1. I � I - I ATR DIA I? I I � . - - I I . I . - ' :-' - - uninterrupted between poiats of lateral,support. . I . '_/I " Pvq wa- 4- - I I I I b)Tube I ASTM A500 I . I I H2.5 (5)8d PER END (12)]6d ABU44,-M 5/8" 5-I/2 .M? 3" 1 12" 1-3/4"/6" N/A E a Lb et.t i I;th- d b, , P , k . . � . , A 11 I I -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 m � I I . HS (4)8d PER END (10)l6d/EACH LTT'20B&DIM 1/2'(FA) 4-1/4 MIN 5-1/2. 4"w/2-1/2"SPCG 12* 1-3/4"/6" 12" C.L.w/MIN � vi&�ic V� . . :T1 � . 2.All top asonry 2-1/1 PC`G 2"w/4"SPC`G I I T� in.�I. nginee.� N10 � . 1 3"SPACING If I I XN_ ; � 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. HS (5)10d x 1-1/2"PER END (22)10d INGLE MGT 518" 5-1/2 5-112" 3- 12* 1-3/4"/6" 12" 1 M VO I shall be pressure preservative treated. �. I I I . I . � MTS12 S C.L. en- N 0. g�q, 4?',I 1'0... , I _ . . I I 1 (14)10d or 10d x 1-1/2"TOTAL 2x(22)10d DOU13LE MGT (2)5/8- 5-1/2 9-1/2" 3- 12" 3-1/2"/4" 12" 1 � . I tl,. �04 ,,, I __ I . 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM I I HTS20 (20)1 Od or(24)1 Od x I-1/2"TOTAL I C.L. � I , : L I 11 I". 1 3.All vertical wall framin .(studs)-including"jacks"and"trimmers"-through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/ortable(s), , I (18)l6d SINGLEHTT16/4 5/9, 5-1/2 7-1/2" 2' 12" 1-3/4"/6" 12" 1 ), , - I C.L. . N � I Z-;l 9 A307,A36,SAE 10 1 8 and Grade 2 bolts. I . � � I (I 6)16d SINKERS TO TRUSS, I � - w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)largerthan 2x6 shall be#2 1 LGT2 2x(I 9)16d DOUBLE HTT1614 (2)5t8- 5-1/22 7-1/2" 4' 1 12" 3-1/2"/4" 12" i I \I, . . . , � I . (14)16d SINKERS TO>&POST C.L. . . I - �� ied on the framing plans and/or details. I - H16,46S,-16-2 (2)10d x 1-1/2"TO TRUSS,(10)TO>/POST 2x(I 8)16d TANDEMHTT]6t4 (1)5/8* 5-1/2 9-1/2" 5. 15" 1-3/4"/6" N/A 11 , N100Sn- _ L SYP lumber w/maximum 19%moisturte content unless otherwise noted or specif .. . q , -z_� : . . I . 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. I ,X . * . I I I � MSTA12 (10)10d TOTAL (32)16d Sinkers SINGLE HTT22/5 5/8" 5-1/2 9-1/2" 2- 15" 1-3/4"/6" N/A I . C�Ac�%s I - . I. I - - I . I '... 11 . " . . . I . -& �1� 4.All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that � I . I .�., 'P, \\ I I I MSTA18 (14)10d TOTAL � 2x(32)16d Sinkers DOUBLE HTI`2215 (2)5/8- 5-1/2 9-1/2" 5- SEEPLAN N/A *1 N 'i 4r� " �, . - r%.. I N I are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. MSTA24 (I 8)10d TOTAL (20)Y4"-x 2-1/2"SDS SINGLE HDUS 7/8' 81, 8. 3- 13-1/2" 3-1/2"/4" 13-1/2" 1 C.L. . r-..% I . -_ -_1XV,"N - .. I CORROSION&DECAY RESISTANCE: I - " " I � I I . . � I I . I . I I MST37 (42)16d TOTAL � I 2x(20)Y4"-x 2-1/2'SDS- DOUBLEHDU8 (2)718 8 13-1/2" 3 13-1/2" 1 3-1/2"/4" 13-1/2" 1 C.L. 05HEET 1 5.In some instances,these engineering d6cuments may include a specification for a column within a wall where the size of the column exceeds the thickness ofthe wall as 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony I I � . MST48 . (46)16d TOTAL (30)Y4"-x 2-1/2"SDS SINGLE HDIUI I 1. 9. 15* 1-3/4" SEEPLAN N/A I I I � . . specified either in the stud table(s)or refevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The boards/lumber,joists,posts,etc.-shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for I MST60 (56)l6d TOTAL -2x(30)Y4"-x 2-1/2'SDS DOUBLE HDU I 1 (2)1- 15" 15" 4- SEEPLAN N/A I . I - thickness of the adjacent viall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-outto athickness � � CS16 . (30)8d or(26)1 Od TOTAL (36)Y4"-x ZV2'SDS SINGLEHDUl4 1. 91. 15" 3" - SEEPLAN N/A structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate forthe - I similar to that of the colurin 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 application. � � � . I I I I � SPH4,-6,-8 (12)10d x 1-1/2" . I I I 2x(36)Y4"-x 2%"SDS DOUBLE HDUI4 (2)1- 15" 15" 4' SEEPLAN I N/A I- � I � I � 1-1 HPAHD22 (23)16d I 1 (16)10d HGT2,HGT3 (2)3/4- 7" 11-1/2" 3- SEE PLAN 11-112" 1 column"wrapped"with a 'nish material(i.e.gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none ofthe three I . I I L. I . I aforementioned options ar..-considered tobe practical,the engineer may be contacted and requested to provide additional analysis to determine ifan engineered wood asonry shall be pressure preservative treated to resist decay. . I . LTP4 1 (12)8d x 1-112"TOTAL 1 (16)10d HGT4 (2)3/4- T' -1-9- i 3" SEE PLAN � 11-112" :1-C. (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 In I I I C.L. I . . . I . � I A35 (12)8d x 1-1/2"TOTAL "FRAMING"and"FRAMING-TO-FOUNDAMON"CONNECTOR SCHEDUL OTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF I i of 4 1 1 � I I -r and in cont -dipped galvanized(HDG)or META20 (12)10d x 1-1/2" � (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY � I 1 3.All fasteners(nails,screws,bolts,etc.)less than V2"in diametv act with pressure preservative treated wood shall be either hot (12)10d x -1/2" � 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO-FOU .CONNECTIONS U.N-O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) I . I . I I �. stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility HETA20 1 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGE,ETC.)AREE IMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL I . . . TW I FIELD.FRAMING I I . � I - with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall requirethe . LGT2-MASONR,y (16)16d SINKERS TO TRUSS, 3)"DOUBLE"HOLD-DOWNS REQUIRE MINIMUM V SPACING BE`IWE TR ANCHORS U.N.0- ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE � � � � . I � . (7)1/4"-x 2-1/4"TTIEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE EXTE R FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWfNG(S)AND ASSOCIATED . I I I � . I exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use ofSS (7)10d or 10d x 1-1/2"TO TRUSS, CMU WALL To TEE<OF THE AIR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR ___-- I � 1.Limited elements or areas'of the design(s)depicted within these engineering documents may include the label or reference"field frame"or similar. At these confined MTSM16 (4)1/4"-x 2-1/4"TTTEN SCREWS TO WALL 1 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCA- S ONLY IF THE MIN.EMBEDMENT IS TO CONSTRUCTION. locations the engineer has'Ldetermined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include connectors and fasteners. � (8)10d or 10d x 1-1/2"TO TRUSS, I MEASURED FROM THE LOWER SLAB ELEVATION I I I . . - I HTSM16 1 6)ALL PART'S/MATERIALS TO BE INSTALLED IN ACCORDANCE WITH ANUFACTURER'S INSTRUCTIONS& . . stairs and/or landings,pla�,t shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or , I 1 (4)1/4"-x 2-1/4"TTrEN SCREWS TO WALL DIRECTIONS I ed 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..-.-.'.-,�, ---',-fasteners with SS connectors. I H16,46S,-16-2 (2)10d x 1-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE"COMMON"SIZES U.N.O. accessories. As such,the�-mgineer has deferred to the contractor or other person or entity responsible for the execution of the construction depict Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. (6)1/4"-x 2-1/4"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTANCE SH ON PLAN SUPERSEDES MINIMUMS SHOWN FFICE COPY ' I her own design for elemerts or applications specified as"field framing"or similar. The design(s)and execution thereof shall be in conformance with all Applicable laws, I I FGTR (18)1/4"-x 3"SDS TO TRUSS, ON TTUS CHART -OR MORE REQUIRE MINIMUM 6.I I I I LL FRAREVIEWED FOR CODE COMPLIANCE 0 1 1 1 1 , I I =(2)1/2"-x 5"TITEN HD's TO WALL � 9)MINIMUM EDGE DISTANCES OF 4 . I rules,codes,etc.and shaF-be to the executed fo the satisfaction of the Building Official. . 10)MINIMUM 8*SPACING BETWEEN MErA-or HETA-ANCHORS U.N.O. . , I I J , 1 5.Regular inspection and maintenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or other potentially corrosive � EA M:3 6: 1(8)10d TO FRAMING, I 1)MINIMUM I-1/2"EDGE DISTANCE FOR TITEN SCREWS . - 11", . . I environments or applications is essential for continued,long-term satisfactory performance. . "MEN TO MASONRY 1 12)MINIMUM 4*EDGE DISTANCE FOR TITEN HD's 0 CITY OF ATLANTIC BEACH � I � �. � - ____ M � � __0__ . . . .1 SEE PERMITS re"9%W a I %01VPW6 I I I I I I I I I � I � I I . I � REQUIREMENTS AND CONDMONS I I I I I I � i FqENF 1 A 11__ I � I I I I I I . �. 1% . . . I I I I I I � D BY.- I , . I I I REVIEWE .C., .IDAMIL&fir � I I .; . . I I I I .. I 11;� . I ,; - . , ___ � I . r r rr *RODS AT MAX.5'-8"o/c. stns DOCUMENT, ALoxd WITH t 9-0## *RODS AT MAX.5-8"o/c. HOW�I R ASSOCIATED DOCUMENTS, 1,9 AN INSTRUMENT OF 6 _6••+ -- ENGINEERS sERVIG'E FOR THE 6 -6 --- T1s ' EXCLUSIVE U$B AT THE T16 (2)2x8_1 ; PROJECT TITLED HERBIN, 20 -0 (2)2x8 OSB 3"/12%8 ��%/ 00INFORMATION DERIVED FROM T2 I rrPADS TO BE: S /ST2 PORCH PADS TO BE. ( TDEIN-gOI2AS�EMB THIS DOCUMENT, AND/OR PORCH rr rr rr r n n n 20 x20 x16 W/2-#4 S - i - - - - i jn rr T1s _ ,A99WIATBD DOCUMENTS. MAY 20 x20 x 16 W/244'S T16 N ( EACH END&2 STUBBIES @ 24 O/C. N BOTH WAYS I I NOT BE USED FOR OTHER BOTH WAYS WORA(S) OR PROJEG'r(S) + .+ + •• +_ •+ _ •, ------ -- ---- --- - ------ WITHOUT THE EXPRESS 10 _p 6#-6 6 6 10 0 4 a I T16 ------------- -- ---------- 16 WRITTEN PERMISSION OF THE PROJEOT ENOINDER ID IBD I t I i I I BELOW, r --- r—�- ----1 O T16 16 O J L_.� I I i I I j REV DESCRIPTION C) r 7 I 8 10 I I 8 10 I 7 wl Ii I ! " ST2 ST2 I I ( ST2 ST2 I Q I1 16 > MEB2.24.2015 I ( I T16 i i o 0 1 I c ( I O II = _ II = I q q 1I 2 _ L---- --------- II 1s `° 1 ,. ------ ---J I T16 r7 I--- I { I I I i i xx 3 d ,ST2 ST2 `` F- T16 H E~ 1s ¢ 4 - ¢ O � Ir A I ' / COA A A _ The r8ly 0 8/10 1 1 I 8/10 I 2 Q 16 O *ATTENTION* .: � T16 I I rx C>~ I I � • 2.. I I I. + + ++ * x S T2 _ ATTENTION o , , I I o * REFER TO DETAIL B/S 1 FOR CO ST2 ST2 9 -0 11 0 , �-----------� L___-------- CASTILLO . I N I � I I - REFER TO DETAIL B/S1 FOR -- - -----------� �-- --------� I _ --------- "BRACKET"ENGINEERING .1 I I I I RACKET"ENGINEERING , B T16 I I 16 AT REAR PORCH FRAMING. a • ,+ c� I , - I I I AT REAR PORCH FRAMING. z I I 11 0 I I I Group : 04)114 .. I --- -- 16 — I ---- r ( ( T16 _ _ 2 MTS 12 s 1-TO-3ply#2 A Flottida Corporation ;': ••;s .� +. � 2)MTS12 s @ M1 TO 3ply#2 O @ P Y <•:;" >- ._,._—— 9 0 � Designers SPF 2x4 POST I HhBRO, 1 I`2x4 POSE w/(1)HYBRID Eli------� -------, i I , x Engineers n " (2)2x8-1/ A I ( ( 1 I (2)2x8-1/2 a � n ----� -- ,•••�•-' - 7 I I A --- Ito - 555o Roosevelt Blvd. .. " I ( I I ST2 � �. �— Jacksonville,FL32244 ... \ ` �•' U I I I I 1 ( ( ! 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O� v, ¢ - O a ua 1 i A A A I ST2 ST2 I A I ! o04 �T2 ST2 ST2 1 ( SIMILAR TO DETAIL I , ( DIRECTION p A I u ---- * I I * ) -----u x 1 12/ST2,EXCEPT AS I I ( 1. I 1 - _ - _ --- Ii � AA I cw z I1--------------- _ NOTED HEREIN. I I { Z I 11 ,� I ST2 --------------� I I � i ( I ( r 1 ( ( ( N ------------- Q N II - -- -- II W r—I �. I. 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( ( { I rr ARCHITECTURAL ( oP a N I RESISTANCE I 4 CONC.SLAB l-- 1 = v� �, - w - A v� _r pa I RESIS ( I REINFORCED W/EIT ER I 1 I I I I I s DRAWINGS AND N O a rn ti, • I I ( INFORCED W/EITHER �-_ { - _ O . CONSTRUCTION I 1 -1 I v, O O a Q 6x6 10/10 WWM OR FI ER I I I I I I I SPECIFICATIONS FOR O __. -_--- - (1)MSTA12 � m { - 1 ,I 1 I I M OR FIBER 1 I O _ @ o r- PRACTICES.PROCESSES 1 6x6 10/10 WW GG = w -- JACKT W4 w A O ( ( I I ( ( MESH ON 6 MIL VA R I j I MESH ON 6 MIL VAPOR I I I 1 INSECT AND DECAY 12 I � pq O w O � 12 AND TREATMENTS TO BARRIER OVER CLE N, ( I I I I I I I RESISTANCE _ i ( I I I BARRIER OVER CLEAN I T2 I I O o O o Q ¢ O O H • IMEET APPLICABLE CODE I COMPACTED FILL. E J I s I O ¢ H 2 1 #2 SPF TT2OB STUD U ¢ h O • , 1 �T2oI �J I I I ( CONSTRUCTION I E•-� O E•-� 2 1 #2 SPF r,, A v�Qp p Y @ Z�„ ¢ 1 I _I REQUIREMENTS. I I COMPACTED FILL.SEE - I U rx P Y z a� 2x4 POST n2 I Q ARCHITECTURA I I I ( PRACTICES.PROCESSES I I I ¢ z w 2x4 POST _ ,.a -•O A A ( I 1 1 < ( ( DRAWINGS AND , 1 ARCHITECTURAL I I D TREATMENTS TO i Q ~ a O O H O- AN I I A i~ U ¢ a N DRAWINGS AND ( O 1 MSTA12 3 ( I ( SPECIFICATIONS F R MEET APPLICABLE CODE 1 I c\v ¢ #EA O @ O F10(3) i SPECIFICATIONS FOR I I I A U -FOT w ( I r. �� ( I INSECT AND DECAY REQUIREMENTS. L� W O 20 WIDE x 12 DEEP I I INSECT AND DECAY I I I x 1 U L J I I I RESISTANCE I U HE W/O O INTEGRATED CONCRETE 1 I I RESISTANCE ( 1 i I O LTT20B STUD ¢ O O CONSTRUCTION NT. CONSTRUCTION ( w r T @ T as (1)MSTA12 @ (1)MSTA1 @ m _-- - w FOOTING W/(3)#4 CO E PROCES ES I I I I I 2 ��T- .. ( PRACTICES. n � --- SEE DETAIL A/S1 O �1 SIMILAR TO DETAIL AND TREATMENTS O I I ( PRACTICES.PROCESSES N I I r8110 T T I SEE DETAIL A/Sl _ - HEADER /{1) -- -- _-�--- 8/10 12/ST2,EXCEPT AS , AND TREATMENTS O I I ST2rTT HEADER W/(1) MEET APPLICABLE C DE ( I .n ( �. --m- --- O LTT20B @ STUD @ T -CONTA/31" I = LTT20B S " I NOTED HEREIN. MEET APPLICABLE CODE _ Z 2 2X6-CON . /3 1PLY#2 SYP 2x8 T2 _ REQUIREMENTS. I I I I I 2 2X6-CONT. 1/3 - -- SASE Tt} IZ.. r �' ,S I 1 I REQU REMENTS. I _ 1 I 1PLY#2 SYP 2x8 a .. -- - - w A w A LEDGER 1 xEQUI N p I , I w A w A --F17-- � Co rr I ST2 C LEDGER ¢ �¢ H LOCATED AT I 20 WIDE x 12 DEEP _ I 3 0 SHEATH PORCH o SEE DETAIL A/Sl HEATH PORCH 8/10 I i I °° AQ ww -- ---- - o w A ROOF INTEG TED CONCRETE LOCATED AT Q a �� CEILING PER � �N W A '� w � � S 1 1 I I I I ROOF w a o d x - — x o CEILING PER x •, ST2 I 8 10 FOOT W/(3)#4 CONT. l----- - -- --- -- -- x w DETAIL Q/ST1 w o QF(2)2x6-CONT.-1/3 —_ _. �_P IQ O DETAIL /ST1 O RAFTER(S) RAFTERS & wz Q �- ---- --- ---- -----� LI SI ILARTODETAIL O O Z a' w A z CEILING 1 I I ,.. ►ST2 I CEILING- w x JOIST(S) 1 /ST2,EXCEPT AS a z W A � � W A c� w A 2 2x8 O 1 � JOIST(S) � � �� 2...2x6-CON 1/31 � � ■ (2)2x8 ❑ 0 ( NOTED HEREIN. I 2 2x8 2 2X8 ❑ W A � SHEATH PORCH w � g 1 • FASTENED TO FASTENED TO � o � x � a SHEATH PORCH ( x ., CEILINGPER o w A w o w o A EA.VERT.WEB ( POR H PADS TO BE. O p I z o i -- -J I EA.VERT.WEB WW • _- ___ 7 7 I o DETAIL Q/STI x x u CEILING PER x � MEMBER IN L------ 7 � I I 20 x2 x16 W/2-#4 S I = IT A � z 7 PORCH PADS TO BE. U ----- -------� I T2 ST2 O MEMBER IN � W W NIT D I „ r L--- - S B TH WAYS z � o rx DETAIL Q/ST1 O rx TRUSS W/ TRUSS TO1 W/. O �''� -<� 20"x20"x16 W/2-#4 S % I - r, 2 2x8 2 2X8 ❑ 2 2x8_ 2x8 (3).131 x3 3 .131"x3 Ott BOTH WAYS _ " co O - NAILS W I - I 1 r • NAILS Cp O • c _ .1 B r 1PLY#2 SYP 2x8 LEDGER r , r I *RODS AT MAX.3'-10"o/c. "1 ti r7� n rr rr 7 I 7 ( --- - -- �-- --- ---I LOCATED AT ROOF Q Cl) -_ --I 1------ ---1 20 x20 xl6 W/ 7 20"x20"xl6"W/ ❑ ❑ I (_ --- ❑ ❑ 2-#4'S BOTH RAFTER(S)&CEILINGIT t3 1PLY#2 SYP 2x8 LEDGER ST2 ST2 I I ST2 2-#4's BOTH ST2 I + „ .. JOIST(S) ; LOCATED AT ROOF W • • - ( W WAS 10 -0 10 -0 O - •, 10 -0 -1 L _ .1 FASTENED TO EA.VERT, RAFTER(S)&CEILING to o L - STRUCTURAL PLAN o r r r 1st FLOOR WEB MEMBER IN TRUSS TO1 2 JOIST(S) ---I I----•- ---I " I---- ---� ---- - ❑�---- ❑ ❑ W/(3).131"0"NAILS FASTENED TO EA.VERT. L ' ❑ ❑ ❑ ,• M + +� S1 3�16tt 1'-0t WEB MEMBER IN TRUSS TO - -0 1 0 2 rr 4 .. 1 I W/(3).131 x3 NAILS EXPA IO T ,� _ 1 DXPA ION T. 8 3 rit , — ,°• *RODS AT MAX.5 CONVENTIONAL STRAPPING PER DETAIL A/ST1 *RODS AT MAX.5'-8"o/c. .- 32 _ a� GN r 2 2x 1/2 2x6- ON -1/3 2 2 -CO T.-1/ 2 2 8-1/2 M _T IT B IT C - - ----- r--I co D1I II 11 1I - oa LO OD D Li N cc)lb ii II II U ~ 'J 14ply 2 #2 SP IT08— LmD II , I JA S w/ , ( ) 1 , l ;jubMIN. 2x4 SPF I , y FOUNDATION PLAN li T 08 FOVI�ID I JACKMK /(1) 1 JAC TO H ER I � v II � MST ON CH r l II II _ ^, _ t tt AN 1 CS � l V S - , _ HEA ER I I V .. 16 1 0 _ _ 3� JACK _r r I I I o ASE / EA POS ------- _r r I AND 1 CS 16 `p I I I.I . AL FRAMING NOTES TO TUD B OWI " -.-, CONVENTION I I EACH :OSTB, SE I I 1 MAX. _ r-, iI 1ST LOO VEL I I O W � I I TOS BELOW IN II II ALL MATERIAL#2 SYP U.N.O. I I , 0 � I r r , I m • ALL RAFTERS 2x6 24 o/c U.N.O. r I I @ I I � r A r r r r I o A r II r t 1 I r . --- -- - - --- ---- --- -� -- - I 1 I 04 ALL CEILING JOISTS 2x4 _ 24 o/c U.N.O. I 1 1 --- - -- --; ---- - --- , - --- 1 L @ II DES'IG'N MEB I ! � r r P. " " _. L STER 5 .131 x3 NAILS EA.ROOF -----r - ---- - - RAFTER TO CEILING JOIST d � DRAFT MEB - jn rr � ,> 2 DIA.x8 L.SDS FROM INTERSECTION. _ = o o I o 0 O a o o _r CHECKED EA W TOP 4X6 INTO 4x4 i °° _: --- lrr ,, ; rr 5 .131X3 TOENAILS RAFTERS& COUNTERSINK MAX. 2 ) �. O @ ----- ( �. _ ----- � � � - ---- -- -------- SCALE N.T.,S'. CEILING JOIST TO LEDGER: - ---- -- ------ q - I --- r--- I --- - -- I 1 TA24 E1�.#2 SPF TRADITIONAL HARDWARE" rr -- H H �---- -- I DATE 10.9.2015 (1'_MS � 1 H2.5A EACH RAFTER TO HEADER I I 1 . ¢ � 11 it • Tl i - II II iI II TUD TO HDR PER DETAIL C/S 2X6 S O A - MIN.(5)PLY SYP STUD A ___ JOB' NO. 15 19 9 LOCATED AT A I -- O --- I --- ! ----- O . 1PLY#2 SYP 2x8 LEDGER LOC �� ! O LF -- I --- I � � r f� K IN WALL. I ALm A PAC 4X6 EQU O II 171; I 1 U TOP PL. L ROOF RAFTER(S)&CEILING JOIST(S) * * T. NA o RT.. � I E _ . FASTENED TO EA. 16 O/C MAX.) O i ( ) w O I f 1 I I I N 1` ;., .. i n n = F" I I _ Z r I o Pr �t r. 131 x3 NAILS w 1 I I I I I I — ._ - , �. - - FRAMING MEMBER W/(5). <•, n " rn Q ------ -- �-- - 1 - - ---- - ---- ---- - ----- Qui ...g ..'...•- .. •': 2 DIA.x8 L.SDS U,.. ---- ---- -- --- - I 1 I F" -� Oa ----- c _ rr a I ¢ .. ---- 10 OF TOP , _ ! SCREWS W/IN w ¢w I _ A O CONTINUOUS o o OdWa P OF HORIZ. 4 18 MAX. . - - - - r o - -- --- -- -- — R PER PLAN. ,. .• _ � -_ I 1 HDR I � o ., � I f I I I ¢ � SSI r'dl En IneRl�l) . o , I o . � ¢ wo � 1 1 1 I I I I Gr.� vZ "_ '1 � _ A f` 0. X w � II I 1 �U • d D� A 1 � --- --- WALL ---- ' o -_ --- -� RAGE LEGEND - � _ ---_ ---- Q � - � ANCHO o � ----- -, � -- - , r I" �•— DIA.x8 L.SDS SCREWS II II * w IN.4 2x4 SPF CKS AT 8 O/C 1 I 1 1 --- -- - \ rr -- _-� M N.4 1 x4#2 PF JA KS I WINDOW C/ t Irr 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2 __ p Y 1 I I I N E CH s �� L (COUNTERSUNK M TA12 N EA I I I I OPENING COUNT z MAX.)) O MTS1 s OR w/(1) STA1 O �+( WINDOW ( EMBEDMENT INTO FOUNDATION AND COUPLINGS )MTS 2 s OR 2) �, ( ( ) 1 •OOSC $ � EMBE ACK O HE ERA D( ) OPENING --'� r rr rr rr J K TO EAD AN 1) STA24 TR SS M A24's TRU S - NC ��v"C_L'LE., 244 AS REQ D. 3 x3 x ya ROUND HOLE WASHER ATOP @ MST 12 @ CH ST UPPER-MOST TOP PL.ASSEMBLY. STA1 @ EA HPO Tl TO-3 #2 S 2x4 ,T12 O-3p1 #2 SPF x p BA;E TO EADE R n Iv ••. 90� � �� - - BASE O HE DEER w/ HYB D 1 C� ,.,-, , •'' (1)SP6 @ EA.#2 SPF 2X6 MIN.3PLY#2 P ST w/ )HY D POT BELOW. DIAMETER FULL-LENGTH THREADED ROD ANCHOR 1 ELO I ' STUD TO SILL PL.AS SPF 2X6 STUDS i I REA ED R D I I HEFT u " I I , T FOUNDATION C 0 REA DRO'. s w/6 EMBEDMENT AND 2 EDGE A O ASSE BLY. SHOWN ` / �. I ASS BLY. i - \ AND Y'0"x10 a.SLOTTED WASHER(+FENDER T12 t WASHER)ATOP UPPER-MOST TOP PL.ASSEMBLY. ------ -- .. ,- ! �, _ 2x6 CON .-1/3 , ,.. -. N � ; 2X6- ON -1/3 1 , I I T11 rr " HYBRID THREADED ROD ASSEMBLY. TO� DIAMETER HY I � I I �n n I „ n „ I I T14G (2)a DIA.x6 L.SDS FROM DIAMETER ANCHOR w/6 EMBEDMENT AND 2 EDGE BACK. s / AT FOUNDATION,w/ -to-i REDUCING COUPLING TO J I 10 rr rr In 2 2x6-CONT.-1/3 - - I a 1 1 2 DIAMETER FULL-HEIGHT THREADED ROD w/2 x2 x $ I J _ x - ONT.-1 T13G F_ 71 , WASHER ATOP UPPER MOST TOP PL.ASSEMBLY. I -FACE VIEW �, •� , •- - -� CONVENTIONALLY Zm 1/2 DIA_A.T.R.W/ DIAMETER THREADED ROD ASSEMBLY w/4" IT B STRAP ALL SECOND 8 rr rr EMBEDMENT INTO FOUNDATION AND COUPLINGS AS *RODS AT MAX.3'-10"o/c. 3 X3 .WSIiR&NUT RE 'D. 2"x2"x 1'WASHER ATOP UPPER-MOST TOP PL. FLOOR ROOF BEARING I @$A.SIDE OF Q >� COLUMN,AS ASSEMBLY. WAL,Ls TO BEAMS / 2n FLOOR STRUCTU L PLAN SHOWN. 3 d OFFICE CO PY rB HEADERS BELOW PER n _ tt PORCH FRAMING DETAIL S 1 - 1 _o D 'R DET A I REAR 3� 6 S1 W I I DOW H.�A S1 DETAIL A/ST L A: -- . I , I . I I I I I I I � I . . . . I � I � � I I I . I I I I I . � I I I . � I , . I I . I . � I � . I � . � . . f I � � I I . I . I I . I I � I I i I � I I I � I I I I I I — . .-,�I ESS & ATTACHMENT SCHEDULE I . I . 7/16- THICK (MIN.) (24/16 HEADER, ADJACENT TO I j � I � I . THIS DOCUMENT, ALONG WITH . � SPAN INDEX) APA- OR j . ASSOCIATED DOCUMENTS, IS AN I � TECO-RATED WALL SHEATH 4G . M TOP > - PER CALL x x x r x x I x x I I . . � I � ROOF SHEATHING *WALL SHEATHING* � w/(1) ROW OF 8d NAILS 4 1 IN OUT ON STRUCTURAL TOP >-M-CORNER POST r � I I INSTRUMENT OF ENGINEER'S WIND �"1: ', (supported 24"OIC MAX.) (supported @ 16"O/C MAX.) (3) ROWS OF rolc AT TOP OF SHTN'G� PLAN, - . I ' a fI,, . (1) ROW OF I I 10d NAILS 0 8" .N TO ?i-�l 11 1\ . -----"'"" . I I AT THE PROJECT TITLED HEREIN. SPEED& . . ': HANK NAILING 0 C4 TOP >) AND AT BOTTOM OF — >-TO-HEADER 0 MAX. 32*o/c. 4 I 8d RING S MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING** I 10d NAILS a a O.C., STAGGERED 11 IN I I I .- :.,<[ 11 IN \. i L I . . INT PERI HORIZONTAL VERT APP.W/ VERT INT E J, 0 4" O.C. AS SHOWN, EA SHTN'G (IN TO HDR.). NO .� OUTSIDE CORNER OF I I INFORMATION DERIVED FROM THIS MIN.THICKNESS� METER/ APP. NO (1) ROW OF 9 ADDITIONAL >-M-HEADER `*V. 7 dr tu . � (SPAN IND�� s STAGGERED, PLY. I i 11 GARAGE. `�. I .�, I I DOCUMENT, AND/OR ASSOCIATED I .. ZONE END ZONES APPLICATION OUT STUCCO W/STUCCO ZONE ZONE I I 10d NAILS 0 q - CONNECTORS REQ'D w/ TRLSS , . � I . I — � I I 1 1/4" OFF 1 5 r .M" 1 7/16- STRUCTURAL � �� I . � —77T9ff`-- 77 I G,, 1 5/32" 40/1 6" O.C. <OF 2x6. UPLIFTS <1,000#. FOR HIGHER , + + ." I I DOCUMENTS, MAY NOT BE USED � I., ,, 214 Gill 1 211 STAGGERED, � a * UPLIFTS USE CONNE'TIONS AS / ----,I� .131x3" ME- OR END-NAILS (1) DIAG, BRACE OVER WN. (4) � � I I . � I FOR OTHER WORK(S) OR �I I-RATED OSB MAY � ,! .1 ; . (24/1 G) (2411 G) (32/1 G) I WITHIN 3/4' 2 1-,13" ,I td 00 I r— � . 0 KING-STUD TO HEADER. TRUSSES APPLIED TO BACK SIDE OF 11 I BE USED I.L.O. � -- a � I � . 15/32- EXPOSURE 11 5<132 mph'�' 7/1 ' (supported C 2FUUW�X.) 0 OF CENTERLINE L . I PLAN. TRUSS M >CUPS ro ** IF THE INDICATED EMBEDDED .. 2xIO HDRS. USE (9) NAILS, 11 WEB. CONNECT TO EACH TRUSS WEB I I I . I PROJECT(S) WITHOUT THE � I G" I GV 1 2" 0-10 OF 2x4 BE ATTACHED TO SHEATHE ,,-" STRAP(S) ARE NOT PROPERLY . 202 & ENG. WOOD HORS. I APPLIED TO FRONT SIDE W/(2) NAILS. INSTALL DIAG. BRACES I I I I I 11-RATED. EXP7B,C,&D ' MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING*' 0 .*� I EXPRESS WRITTEN PERMISSION OF � I I (241 11 G.) . HORIZONTAL VERT APP.Wi VERT APP. INT END 0 1 -r'r .* W%418F CORNER 0 ,I CAST-IN-PLACE. THEY MAY BE N --____�, USE (12) NAILS. OF WEB ,—O EACH END OF CONT. LATERAL-- I I . THE PROJECT ENGINEER IDENTIFIED . . � GARAGE. . I I . I. I f I I APPLICATION OUT STUCCO W/STUCCO ZONE ZONE I - .13lx3" TOE- OR END-NAILS-j / (1) HTT22 -- EACK JACK-STUD TO I INTERVALS BETWEEN ENDS. I I I I . . � � I . . BELO . � . I I . 1 5/32" 1 5/32" 1 e/32" , I . I I I..I I Gill 1 211 G11101 IF a a /3 REPLACED BY THE FOLLOWING- _----(1) MSTA-SERIES STRAP 0 ,\4(--",-j 1 BRACE LINES & 0 MAX..20' � . . I � I� 0 KINC-STUD TO HEADER. HEADER. 200 HDRS. USE I I.I . . � (3 211 G) (3 211 G) �. � I I\ I . I I �"."', - - (40120) _ 1 1/2- 2 1 5/8- 200 HDRS. USE (9) NAILS, . �i` -W 18" STRAPS, 202 & ENG. . . . � . . I . . I REV DESCRIPTION BLOCK,�AI,L PA 2x12 & ENG. WOOD HDRS. WOOD HDRS. USE 24' . � of MIN. WALL SHEATHING & ., I ' .'.' _ NEL EDGES 8d RING SHANK PER R803.2.1i OF '10 FBC-R. MIN. OM3" - � I � I I . ;F WALjL�SIIEATHING. NOMINAL SHANK dio., RING dlo. 0.012" OVER SHANK d1o., 16-20 1 A2 WF . rA2 WF CR 20 2A I USE (12) NAILS. --- - - . WWEiDDED STRAPS MUST : I : - I - NAILING MAY BE OVERRIDDEN ? I \ �� 1 \ . � . _ BY REQUIRED SHEARWALL I .. 1 4._�, RINGS PER INCH, 0.280"dia. FULL ROUND HEAD. MIN. 2*LENGTH. I *TYPICAL CONNECTIONS 0 STUD WOOD#Tie ANCHORING RODS - /16- THICK (MIN.) (24/16 SPA*-�-__�, BE INSTALLED w/ADDITIONAL CONTINUOUS LA AL � IF LATER i I ST BE MADE OF I I I I I I '.. .ROOF SHEATHING PER SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES, FASTEN WALL - INDEX) APA- OR TECO-RATED _ PC, OF #4 REBAR PER I BRACE QUANTITY ND j I . NAILING (SEE F/STi). ;.,. <1PIr P TI FOR BOTT COLUMNS, JACK-M-KING STUD T W/ MIN 8d's 0 12" O/C OR GYPSUM-M-POST W/ I I --> I LOCATION DEFINE BY \—MORE 7 I I � ' TABLE. W/ PLY CLIPS I BRACI G REQUIREMENTS. ASSEMBUES. CORNER POST, ETC. MIN 5d's 0 4" O/C. IF MORE THAN 3 PLY'S ARE USED. CONNECT EACH D OF WALL WALL SHEATHING w/ 3"/12*o/c SIMPSON INSTRUCTIONS. ** TRUSS ENGINEER. OVERLAPPING AT LEAST 2 TRUSSES 2 1- � � - 1 (4) ,1310" TOE-NAILS 0 EA. MUSS/� . *SPECIFIED NAILING REQUIRED FOR (III ITFP PI Y Tn AS SPFQFIFQ SEGMENT, WITHIN 2- OF 8d NAILING, EXCEPT WHEN NOTED. 2 � . 006 VIN. 19/32' RAFTER -TO-TOP PL IN ADD(TION TO ENGINEERED TRUSSES OR I EVERY PLY IN AD ITION TO 2 PI�S, JACK-/KING-STUD TED PANEL .. USE -RJ VER90N OF TRUSS MEMBER WA2) . � �. 1 3 - .1 1 (40/M) ffTH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE � CONVENTIONAL (SOLID-SAWN) � OST EDGES W/2x BLOCKING. STHD14 AT CURB WALL NAILS : I . I . I ROOFINC% UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & (DTL 2/ST2) I . I . NOTED OTHERWISE. RAFTER BEARING POINTS, . . I I MAY BE INSTALLED TO , I JACK-/KING-STUD ASSEMBLY- LOCATIONS. EITHER :�� 1. � � - FRAMING. SEE PLAN, LAYOUT OR (1) STHD14/-RJ CONNECTOR 0 j 't SSOCIATED DELEGATED EITHER SIDE OF CORNER III MAY BE USED AT <�// I I 1 4 1 TRUSS-TO-P . CONNE T R ENGINEERING FOR TYPE, SIZE & MULTIPLE PLY POST POST ASSEMBLY, I TO-FOUNDA*nON � NON-CURB WALL(DTL � . � z ORIENTATION OF MEMBERS. I . POST ASSEMBLY-M- -- I � . I EXCEPT AS NOTED ON STRUCTUPAL PLAN(S), . I G) NOT TO SCALE I — FOUNDATION. (MAY BE USED -1 I/ST2) LOCATIONS. I I I � I I .I The 1 (2) 2x( ) #2 SYP TOP PL. FASTE � I I I.L.0 WOODINTle RODS) I I "ALL" ROOF TRUSSES TQ,HAVE:: I TOGETHER w/ (2) ROWS .1310" NAILS 0 1 LENGTH OF CS16 STRAPPING w/MIN. (10) 10d ( DOOR(S) SHALL BE .../ H M R I � � . I I I I � - � I (1) H2.5A I.QR I (1) SDV,,'C SCREW , f . � 12"o/c, STAGGERED, w/ MIN. 24" LAP / I I INTO EACH PLY OF SILL & HEAD(ER), EXTEND . � I + ATTACHED M 1 4 1 -+ . CASTILLO I I I . .1 I I I MIN. (12) .131x3- NAILS IN EA. LAP. I HORIZONTALLY ACROSS STUD ASSEMBLY & . . G . I MULTIPL � . I � . I . I . SPH4-6-8 0 MAX 32'o/c 0 PL.-TO-STUDS BLOCKING, CONTINUOUS TO CORNER, FILLING ALL - I MEMBERS IN i i I . 1 .. .1 . NOT REQ'D WHEN USING WOOD*Tie HOLES w/ 10d. (TYP - 4 STRAPS 0 HEAD(ER) & (2)2x( ) BLOCKING(TYP). MATCH SIZE TH 40 MAY USE PA51 or -68 STRAPS I.L.O. STHD's FOR TRUSSES 0 24- O/C MAX I � � Group I I . . . AT STEM-WALL APPLICATIONS. ATTACH M I *TOENAILS�O TOP PLATE NOT R,'EkUIRED ., V ANCHORING RODS PER DETAIL B/ST1 jo J. f-4 STRAPS 0 SILL) DJACENT FRAMING(STUDS). kOIDN"I �ANCHORING RODS APPLICABLE FRAMING w. (,22) 16d or(2 10d $* I TYPIC L EXTERIOR V1,II LL . If OF A � . MANUFACTURER'S . x . I I � � . I A a Corporation .. I - . I 2x( ) #2 SYP SHOE PL, w/(2) ROWS ---------- --- -------- .-."",-.""�-.1.11,1111,�-l-,,-I.................................�...�, INSTRUCTIONS & TRADITION ( MET 1WECTORS � .< x x � I I � : . I � . �, TI-IT OF .131x3" 0 12"o/c, STAGGERED. 71�7 2� 1 1 R%TIONS. M . I � Designers ... . � 0 . I ..... .111111 . 11 MIN 23 23/32- APA- OR TECO-RATED 11 11 AL PLAN SEE DETAIL C/ST1 FOR (VERTICAL) TYPICA - GARAGE DOOR OF en G FRAMING DETAIL - U.N.O. (a r I I STUD WALL SPE 11 -- - -/ � � I Cl� 6j 1 EXTERIOR /�D�CK7NG (24-0/c STURD--FLOOR) W/ . I SEE STRUCTURAL SHEET FOR EXTERIOR 4 1 6. / V—I I I[ 11 --r HEADER-M-STUD STRAPPING NOT TO SCALE I � . - I I Engineers , I 0 ILRIIIIIIW�� - 11 ------- =�� SPECIFICATIONS. . I . I -2nd FLOOR WALL � . . . . c 10d ADHESIVE. --\ �, // �Fqlllll�IIROP�PPO.O��ll�l�ilililliI -1 I,,-' ABOVE . 655o Roosevelt Blvd. I NAILING & APPROVED 11 CO .&UCTION @ I I I . ; =L MATCH SIZE, GRADE & L=-..t-====I I -, M9 19. - -C . . � . � I � . . , I ... ---------+QUANTITY OF ALL 2nd . I I AT EXTERIOR DECKS. LEDGER I . SEE TYPICAL WALL FASTEN FLOOR I Jacksonville,FL 32244 . .. III /I�, I I I Z 1-3/4" Width Pieces: DECKING (PER A/ST1) . I I I AL INTERIOR BEARiNG WALL." FLR STUD COLUMNS w/ / �. I -1 I SECTION (A/STI) FOR . 1 (904)772-6ioo I TYPIC 11 t / 11 I SHALL MATCH JOIST DEPTH (MIN. * Minimum of(2) rows of 12d (3-1/4") nails 0 12" o/c. ADDITIONAL SPECS -----) � ,-iiii IIII . BLOCKING IN FLR SYS. \ /// � \ / —SWB 11�12111 G 2x8) AND BE ATTACHED TO EACH * Minimum of(3) rows of 12d (3-1/4*) nails 0 12" o/c for 14* & do�1 I TO LATERAL BRACE W/ I . � . I FL CoA No.29015 . I INT. LOAD-BEARING STUD WALL SPECS c 11 I .� ,,L AND w/ 1st FUR-LEVEL \ // \\� // � /Z � -'--,, NAIL THROUGH A.P.A. RATED SHEATHIN 16'o/c (MAX) VERT, FRAMING w/ � deeper. . I I I . I . EXCEPT As NOTED ON STRUCTURA PLAN S 11 (-\ / . INTO FRAMING W/8d AT 3* O.C. AT ALL I , . . T-BRACE FASTENED TO TED (4) 10d COMMON NAILS . '. J EFFECTIVE PL HT. 4 , - U.N.O.. - .L. ---,��'+ � Y4-dio. SDS-SCREWS - 3- LDNG IF I 2x4 PLANK ORIEN I -------(FT)L ALLOWABLE`TUS) .--1 STUD COLUMN U.N.O.. , * Nailed connections require on odditionoi row of nails When noil size I I 2x4 SO SPF-S . =I==:===4 III= � �EDGES AND INTO EACH PLY OF EACH DIRECTLY ATTACHED M FRAMING. tn �� I IN is,smaller than specified above (min. 0.128"X3"). WEB W1.131x3" a 6" LATERALBRACES 0 24* 2x4 DIAGONAL I . I *. - Rr� � I —j I I � I '�' I � I INTERMEDIATE FLOOR SYSTEM 11 3-1/2- LONG IF ATTACHED L'i I O/C. T-BRACE M BE . T?I!wEl I F! 2x4 02 SPF_ . DOUBLE INTERIOR PLATE, 12" O.C. No from BOTH SIDES of 3-ply members I I O/C TOP AND BOTTOM. . � I I � r To W-7-1 2x6 J2 SPF .il I . APPLICABLE To MULTI-STORY BUIL I L. .1. Z ELSEWHERE. it FASTEN M FLOOR TRUSS 15Z Z/ BRACE 0 24" 1 1 I— -7-1 11 11 , ONLY. SEE PLAN. LAYOUT. OR . -W - I I THROUGH SHTN'G. 1 3-1/2* Width Pieces AhQ 4-pp 1-3/4" Width Pieces: 12- - /C, DIAGONAL � I I . TO 21' 1 11 11 . I FOR OTHER UPLIFT HARDWARE AND QUANTITY OF SCREWS: n * Minimum of (2) roWf-- 2' bolts 0 24* a/c stoo GRADE AS WEB TO BE 11 W/(3) 10d COMMON 2-IS-1 0 1 L L I I I ;1 . L ASSOCIATED DELEGATED ENGINERING FOR L I -- BRACE TO I L . I . I / -- 'RUSS LATERAL BRACE DS TO 1st FLR 1 7 CONNECTIONS, SEE TYPICAL WALL 2x8 LOGR: (6) SCREWS I \-2x STUDS 12" BRACED. SIZE OF MEMBER TOE-NAILS. BRACES TO I I . - I I TYPE, SIZE & ORIENTATION OF MEMBERS, JLV : SECTION AND TYPICAL HEADER (7) SCREWS PER TABLE. AS SPECkIED BY EXTEND INTO FLOOR —< I . . I I I I STUDS (OR BEAMS) W1 CS16'�STRAPS BRACING, BLOCKING&INSTALLATION 12' 11- DESIGN E NEER IIN. I L SYSTEM (1) BAY. -1 I . (28- +, DEPTH OF FLR SYS. ;1 LENGT ) . DETAILS, - L. I . . FRAMING DE'rAIL. I 2XI2 LDOR: (8) SCREWS I 11,11 -1 `IX4), I LATERAL BRACE LOCATION - - COMMON NAILS I L L I I ON BOTTOM CHORD TO :51 AT EACH END . , TENED TO 16"o/1--�-," TRUSS-M-LEDGER I 1�1 I \MATCH BRACE LOCATION I I I I 0 MAX. 32"o/c wl (11) 10d,,:-'ND, . SEE SCHEDULE FOR . I (2)2x( ) HEAD AT DOUBLE INTERIOR #2 SYP LEDGER FAS 11 NOTEi -1 3E CENTERED ON FLR SYS., TYPi,'AL, INT. I MINIMUM WALL STUD I --AND SILL SILLS/PLATES/BLOCKING, NAIL FIRST (MAX) STUDS w/.13lx3" GUN NAILS 0 EA CONNECTOR � 11-11 , I I L 11 L ON TOP CHORD. I I I . & EXT. WALLS. NOT REQUIRE!' WHEN SIZE, GRADE, SPECIES & (TYP) IN PLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STUD I BEV OND LAST TRUSS. SPECIFIED I 1-� . I . .. I I . I . USING WOOD*Tie ANCHORING ,'ODS PER , SPACING - J I — - -------- %------ 12d COMMONS AT B" O.C. BY TRUSS . INTERMEDIATE FLOOR DETAIL B/STI I I TYPICAL, U.N.O. I I L --..-. . N5133@ff15EE1*)b*d?W* i �Hflfolf M ffloffm -I-1-1 --� SIDE PANEL HEIGHT TO ENGINEER. 11 . SYSTE I . I I . 1* PT 2x( ) #2 SYP SHOE PL.. --",\ Z/ WIDTH REQUIREMENTS TRUSS LEDGER & CONNETION SCHEDULE (Rv# PER TRUSS) 2,01 ,,�6'I-"4-1 I--,' I I I I 11 I . I . I - . L FASTEN EXT. WALL SHEATHIK 3 - I SPH4-6-8 @ MAX 32"0/c 0 . '�11 h (ft) MIN. w . IRv#0-776.77.7-126-7/7M) NAILS 0 EACH STUD. ", I . I I . . 1 L L I TO TOP PL., SHOE PL. & 0-i. or I CEILING LINE I RIBBON W/ PRESCR .1 D� Rv# 777-124 I.....2x8 */(8) NAILS 0 EACH STUD. I NNECTION OF MULTIPLE PL F . I L I f4n% II.A., < � I ---"r- I -',, 111-An -Jf4 n% k.All , I . - � ::::1 r-. 1/2 RyJ 11242�18 ' 1;TI in ,-j 'O I . IBED "EDC-E NAILING" PL-TO-STUDS - NOT REQUIR . L --; L 1 7' 2'-1" YS >4 TRUSS WEB REQUIRING BRACIN . � - WHEN USING WOOD"`TTe ANCHORING 5 6' . L L I 1, I 7 V-5- 1 1 SIZE/SPACING. . / STI. , I C4 : - -- -w- 2,;1 ST I I L I I L . ." . J. : 4 1172 LEDGER SCL BEAMS U.N10. I WITH 4" BRICK VENEER E:,"TERI . 1 4* 1 ,%4I I : 11 : 172 - )ETAIL I 1 NOT TO SCALE . � I- FLOOR MGf- L L . I . . I I I I FINISH, ADD CORRUGATED',0 LV, I . E) I I TRUSS ON PARALLEL END WALL(NOTE: I . L I I I . 4 BRICK TIES 0 24"o/c HO;�Z. & I . - RIBBON ON FLOOR TRUSSES NOT SHOWN I . IL � L L I I . 16"o/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT -�-- ig M'%=T,%=y=12 mNw==�.4.�A..............ffia— ROOF/FLOOR I . FOR CLARITY.) L . . ff CAST-IN-PLACE 'NJ" BOLTS OR . (1) HTT5 TO AM (TYP). HEIGHT-LIMITED TRUSSES . I I . HTN'G To . I I APPLICATIONS MAY USE. I.L,O. LAfjj ROOF/FLOOR SHEATHI� (2) 12 SPF 2x4 0 EA. CORNER L SINGLE TRUSa I I I I I . I111041, . I WALL STUDS. '. 1/2"dia X 6" EMBEDMENT L L . I HTT5. (1) PHDIS OR (2) PHD2's. IF � I I.L.O. 4x4 POST. (3) #2 SPF 2x4'S . 011, I I I I I . ----- I . . . I 1. EPDXIED ALL-THREAD RODS w/ . F001ING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 AM . A=x 0 CORNERS DIRECTLY BENEATH . I . I I . . 4 WALL SHEATHING PER TABLE I I 2%2"0/8" WASHERS 0 24"o c. I SPECS. IF OVER 1st FLOOR BEAM. . � BEAM WHEN 6x6 IS REQ'D. BRACING NOTES, I I L I I 11 �,, I STRAP To BEAM wl(3) CS16's(3ply 2X4 #2 SPF LEDGER L HTT16 & 5/8*04-1/2" EMBED . 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER. U.N.O. I . I I . I . L � I . SEE SILL PL. SHEAR CONNECTOR END POSTS REQUIRED). */(4) A 51 X 3* M -EPDXIED ALL THREAD L 0 EACI* 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR . I L . . 04 1 MONOLI THIC-STYLE FOUNDATION ET(S) EACH INTERSECTING I ,,-/ APPROPRIATE BRACING DETAILS. THE Ist USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE - FLORIDA DESIGN I I I qw* L - 1 (3) A31x3* I I A ALTERNATIVE AS SHOWN ON I I I I I SHOWN. SEE SHEET ST2 FO L I WHEN USING WOOD*Tie RODS. I SWB - SPECIAL SHEARWALL DETAIL . --NAILS 0 EACH ,\,IUCTURAL PLAN, CENTER TO CLAIM A $100 GIFT CERTIFICATE. I I L I I . APPROVED FOUNDATIOH I L I N USE WHEN BOTTOM ,,-�r TRUSS OR 1 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS I L I I . . . TYPES/STYLES. . � I . . I L L CHORDSON --\ I LEDGER TO . L. I Y THE TRUSS ENGINEER, I . I . I - ,I f � . . . I I DIFFERENT HEIGHTS ./ BLOCKING. - 4. E .1310" NAILS. . . . . L . . I 11 I I I I . I ON OPPOSITE SIDES "-� I I 11 K,,,�, BEAM-STRAP PER /S ^% 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I L . . I I . . . �11YPICAL ONE- & TINO-STORY WALL DETAIL I I L OF WALL. I �� -A -- 11 _SHEATHING W/ 6"/12"o/c 8d . . - . I . I L I 86 . . L I I .@ . NOT TO 15C4E I I L I I L . L 2x4 #2 SPF BLOCKING 0 (4) .13lx3* TOENAILS III NAILING - 4 SIDES L R PERMANENT ROOF & FLOOR LATERAL BRACING I L . I .------ ......I.......- I) � I . 5� < . 24- O/C. REDUCE 0 EACH BLOCKING I I I L . ST1 NOT TO SCALE 3 I 1 411011b, � I I I TO TOP PLATE OF 411114, . L I I I L �tAX.L,-'SHEATHING/POST SPACING TO 16* a/c FOR-V,.71 EXTERIOR WALL, I . I I I I . I I . L . I . L -- . 1 4-Jr- I SW2 AND 12" a/c FOR I L L . LOW-CARBON STEEL NUT FOR X- A L —. . ROOF SYSTEM - I'% -----L ....M SWI. I I ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLOOKERS - L I L I L I U ABOVE ROUND "FENDER- WASHER �30VE , .. CONNECTED TO WALL 1 2�--9 T.............. - I I I PEAK OF GABLE M THE EAVE OR SEAT OF THE . - OVERHANGS-.< 16". 0 24-o/c W/ I L L I . . . PER STRUCTURAL I I I I I L I . . I I L L 41110110 L 3'x3*x9/64' SLOTTED STEEL WASHER, , , . L . DETAILS, . - I EXTERIOR WALL -/ TRUSS IS LESS THAN THE MINIMUM ON-CENTER (1) H5 CEACH OUTLOOKER TO TOP I L 4% ROD TO BE POSITIONED SO THAT SQU . I —SW (TYPE)1 1 11 SPACING INDICATED FOR THE X--BRACING. A I . . I I . ]I CHORD OF GABLE TRUSS OR END I WASHER CAN BE TOTALLY SUPPRO BY . '-* ,-, 1-� I . I . MIN. 7/16- THICK (24/16 SPAN INDEX) APA- OR L BUILT-UP OR BOXED COL SINGLE 'X^.-BRACE AT THE PEAK MAY BE USED . I WALL MP >. I I I I I I L I T P PL.. % If I . TECO-RATED WALL SHEATHING ATTACHED TO I DETAIL TO BE FOLL D AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) *X"-BRACES MAY - OVERHANGS 16t->24". 0 16"o/c .1 I L . FRAMING MEMBERS & BLOCKING PER TABLE BELOW. EXTERIOR WALL RUI S BETWEEN TWO PARALLEL TRUSSES. BE OMITTED AT THE CONTRACTOR'S DISCRETION. L . I L I 4% , I I I I T/L I TORQUE NUT ABOVE WASHER TO 30-35 1 . EDGES W/ MIN. L BOXED CoLuMN DETAIL I ** I / 0 TOP I I I I � I . I I L - D (2) H5 MACH OUTILOOKER T I � . 11 . FOOT-POUNDS AT TIME OF INSTALLATION I 2x4 BLOCKING. TRUSS B-OCKING ETAIL NOT TO SCALE I FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END N ALL ROOF SHEATHING I L I I I I . ;;;;� (AFTER EPDXY CURES). . I 2ply MIN. STUD END POST(PER NOT TO SCAL.- 2x4 BLOCKING AT ALL ROOF IN 4'-O* OF 0 Ri WAI I 4ALL TOP >. - A. A'-n" o;r rfigi F WAI I . I L I Cn 411% . . . L I I L I -----�" I .I . STRUCTURAL PLAN) 0 EACH END OF-- G . . SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w/ 8d ALL SUPPORTS w/ 8d L 11 L 11 I L 41111# ----- , L I . SHEAR-WALL U.N.O.. SEE DETAIL D-STI - 1 4'-O" OF GABLE WALL NAILS 0 4"o/c I 2x #2 SYP BLKN'G BTWN . I � NAILS 0 4"o/c IL I I I I I OR ATTACHMENT OF PLPST PLY'S,+ � I OUTLOOKERS w/.13lx3* I L L I. -PLUMB - - �r � I I x TOE-NAILS 0 6"o/c TO - I M I I I I . TOLERANCE: Y4* PER FOOT OR 2* PER 4- .I 7V I L 1/2" WOOD*Tie . � (3) .1310" TOE-NAILS TOP CHORD or TOP > I L L . L . I 41# . I L FLOOR LEVEL - WHICHEVER IS LESS. - 1 5-1/2" MAX ROD U.N.0, I 0 OUTLOOKER / I � � I � I WOOD-Tfe ROD L . - - L HEADER PER STRUCTURAL BLOCKING-TO-TRUSS DROPPED (-3-r) TOP CHORD L BLOCKING AT ALL ROOF I L I , PROVIDE FULL I KING-STUD ASSEMBLY #2 SYP DBL PLAN OR TRUSS LAYOUT / OP CH . SHEATHING PANEL EDGES WITHIlk CONVENTIONAL OVERERAMING CONSTRUCTION NOTES GE 11 r+ - WOOD TIE IC �'�� AT OPENINGS MAY SERVE L I 2x "L* OR "T* BRACING ON VERTICAL 4'-O" OF GABLE WALL. I I 1`N-- ON MIN. ONE PLATE. I/ST1---,, AS END POSTS AT L TOP > ---L I I - 2 A #2 SYP VE 2x WEBS AS SPEC'D BY TRUSS ENGINEER. 11 I I L - L NAILING INTO TOP PLATE .1%. I SHEAR-WALL ENDS L I i I L - 0 BTM TO TO MIN. 2x4 #2 SPF 0 MAX. 24*o/c W/ (3) .131x3" ME-NAILS 0 RAFTERS - USE 2x6 #2 �YP/SPF RAFTERS 0 24" O/C ATTACHED TO RIDGE & VALLEY NAILER W1 (3) .13lx3* TOENAILS. I I . bi V) I . . . - ---== -4 . if I I w,/(3) ,1310" NAILS .1310" NAILS 0 6*o/c FROM BRACING OUTLOOKER-M-TRUSS TC VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W1 (4) ,131x3" NAILS. . . I I I I - . '' I I -INSTALL DBL 2x NA . .1 �-,�(2)MSTA24 W/(9)10d / TOE-NAILS PER END. TO WEB, ABSENT OF SPEC(S) ON 11 11 ASS� RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES 0 4' O/C (MAX HEIGHT = 6'-3"*). . I I I . L I . HOLD-DOWN AT EACH E+4G-,_ 5- " I IAX " 13LOCKING IN IVI�- TRUSS ENG.. REFER TO 'EXT. WALL 2x #2 SYP DOUBLE TOP > EMBLY I I . bi I L'� . i I I 11 INTERMEDIATE SHEAR OF,SKEAR-WALL, PER -� FIRST TWO STUD BEAM TO POST. - 2x4 #2 $YP *X" BRACING. LOCA 0 PEAK & SPACE 1� - SLOPE M MATCH ROOF PITCH. . RIDGE CRIPPLES - 2x4 #2 SPF 0 2' O/C (MAX HEIGHT = 6*-3"*). 1 . I I I I I I . 0 L I L - ASSOCIATED TABLE. I SPACE . MATCH L 11 11 11 . I . . I L L .11 . I I I I 11 INTERMEDIATE FLOOR ---2 ADJAC tIT I 2x STUDS CONTINUOUS FROM FLOOR *IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .13lx3" NAILS 0 4" O/C (MAX HEIGHT = W-10"). I I L . L L EQUALLY EACH WAY AS SHOWN BELOW. EXTEND *X" DRAWING. USING WEB LENGTH/HEIGHT I � . . L L. , A/STI TABLE. TYP. - IL .--, % I Of . I -LOW-CARBON STEEL 11 SYSYEIM-APPLICABLE FASTENERS, PER DETAIL 7 i:-� � �I - - - I L- FRAM11 i, PER - . BRACES INWARD MIN. 8' FROM GABLE WALL AND . I 11.0, >HEIGHT, DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBL TOP > *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE W/ .131x3" NAILS 0 4" O/C (MAX HEIGHT = 11'-2"). ! � . I TO MuLTI-STORY L -A-1 -------- a It ATTACH TO 2x4 VERT 0 MID-POINT w/(3) ,1310" TRIPLE *L's/T's* AS REQUIRED M ASSEMBLY(O OUTLOOKERS). SEE I IF CRIPPLE DOES NOT BE,�R DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED : COUPLER wl MIN. %* BUILDINGS ONLY. I I - ------ y— I L L . � . III -----I I 11 I . � . ILj' I L F OD"Ti I . I . . . .. . I . I i e 11 I I STUD :HEDULE. D A BRACES PER GABLE END. 11 i . . I I . ; POST/BEAM PT #2 SYP 4x4 POST XC G H I " . . L L . . � I I I ROD. (OPTIONAL. . L I I . -COLUMNS TALLER THAN,10- OR L I MAX. "X* BRACE SPACING- bfibWbLTOP I I I 11 11 ATTACH CRIPPLES TO RAFTER OR RIDGE W/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .131x3 TOENAILS. . L . THOSE SUPPORTING ENGIWIERED CHORD GABLE ROO ENGINEERED ROOF TRUSSES ,,, = , (n � , I I I � I LOCATE AS REO-D) 11 I INTERMEDIATE SHEA FASTENERS. PER SILL > . 1/2" dia. \ "I'vt <4A2 PITCH - 8'-O'o/c TRUSS RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED, RAFTERS). . L I I i f I . L L � I I I . I I : I . . I W000*7T1e _(2) MSTA30 W/(24) iOd --- IRS J40IS N . I L li L , WOOD*rje RODS - edio. : . SHEAR CONNETOR SCHEDULE ON S-SHEET(S). RIM/ NAILS NAILED TO PLATES � L # 1142 <312 PITCH - 6'-O"o/c . . NITIONAL RAFTE I AIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END wl (3) .131xY TOENAILS. I ,:-I . . I L A307 THREADED STEEL RODS � I I I I U.N.O. AND BLOCKING ON INSIDE I SYP 6x6 POST. (U.N.O. ON-. I I & 7/116- THICK (MIN.) APA- I I. I RAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. ,. I 1 7,% I . I I I (-ATR-) LOCATED AT . TRDTN'L MTL CONNECTORS STRUCTURAL PLAN) . I TECO-RATED WALL SHEATHING. I I � � I SEE TRUSS DETAIL "VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. 01 1. I CORNERS, EACH SIDE OF I EXTRA ROD REO. FOR SHEAR-WALL HOLD DOWN IN I L -------- - MATCH NAIL SIZE/SPACING . - I I . I L I -, I I I I OPENINGS LARGER THAN 6'. ADDITION TO ANY RODS USED FOR UPLIFT. � I . . DESIGNATED FOR WALL BELOW I . . L . I I / GABLE. BLOCK ALL PANEL EDGES. L In � "INDEX" SHEATHING i/4- FROM ---� I EDIATE AND Vo/c (EXT. WALLS) or I 2x4 #2 SYP LATERAL BRACING . I . . 1 L BOTTOM OF SHOE PLATE".':*OR SILL PLATE 4'o/c (INT. WALLS) I OTI */(3) ,13lx3" NAILS INTO EACH 71 I BALLOON FRAMED I MATCH EDGE NAILING I MATCH EDGE NAILING - I L MOISTURE PROTECTION ANE� M I rSHEAR THEREAFTER. SEE DETAIL 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 I - 2x #2 SYP CONTINUOUS L PATTERN FOR I I - 2x4 #2 SYP 'CATS*O < I CREATE OVERLAP ONTO DOL3LE IN F/STI FOR USE AT ENDS OF 8d COMMON ND OF EACH SHEAR-WALL SEGMENT I Top VIE*OF A13OVE -& ATR OR (1) HTT16 & AM, BOTTOM CHORD OF GABLE TRUSS w/ EITHER ROOF TRUSSES OR CONVENTIONAL L SPECIFIED SW(BEL ,�, L F M TOP >OF . SPECIFIED SW(BEL � 12"o/c ATTACHED TO I x I I PLATE 0 TOP OF W,41-L. . S. I NAIL SPACING Ist-FLOOR SHEAR-WALLS . . POST/BEAM . I ADJACENT'X* BRACING. FRAMING. IN EITHER APPLICATION. WALL AT SHEATHIN TOP - RO -WALL TO ADJACENT. AT SHEATHIN TOP 11 TOP )�S W/(4) 12d I ry. L Lj -L L ATHING�TO I SHEAR-WALL 2nd-FLOOR SHEAR-WALLS 1 (2) H2.5's. 1-15's OR EQ. FRAMING M=BE CONTINUOUS FROM THE CHORD OF INDICATED SHEAR I CHORD OF INDICATED /-COMMON NAILS & 11 I L FASTENERS AND I DESIGNATION L L LL PARALLEL TRUSS. ADD .131 BE "FLUSH* W/SLAB EDGE. - TR I . 2x STUDS CONTINUOUS FROM OF GABLE FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. TRUSS CONNECTION. ATTACH TO EACH . I .. PANEL71PANEL TRADITIONAL *OOD*rje ADITIONAL WOODor's I L x 3" NAILS FROM TRUSS BC L ; '" I.. I il SPACING. -�G S I i TRUSS TO TOP >ASSEMBLY W/ . // . I . . . I 11ADJACENT, AND CONNECTED TO, TO THE ADJACENT TRUSS W/ U. , : . . I I . . EDGES FIELD , HARDWARE RODS HARDWARE I RODS I 5 I . - ..1, I . , TOP > - ATCH EDGE I. . ��j I . I I. L . .� Is ��\ — I . 11-1 PLY'S �, * " " I...t> .... , ., .. . OF GABLE TRUSS. SEE .13lx3* TOENAILS 0 6"o/c &EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. IE A I I I . T3 Od COMMON I I I L I MENTS > . . . . t� I . STRUCTURAL PLAN, GABLE TRUSS IS USED. IT MAI BE APPLIED M ' LS. I I ,1.41 ,%-- Sw WALL SEGMENTS >-15'LONG: WALL SEG (2) CSIWs ACROSS WALL SEGMENTS > NI-1- FASTEN STUD . MSTA12 STRAPS 0 48"o/c OR LTP4 I NAILING PATTERN FOR OE NAI L I I --TOGETHER PER DETAIL L . N I\�, THE INSIDE OF THE WALL STUDS AND THE B.C. L - SPECIFIED SHEAR-WALL. 2x . I I I I i , I I I I L t �! D-ST1. " .. -, 1, \//�\//"I,//, PLATES 0 32"o/c. ,\ IN I 'AT- (A . I I- ENCLOSED 6"o/c 12*o/c NONE REO'D. WALL 15' LONG: NONE - FLOOR SYSTEM TO 15' LONG: NONE - 7"7\,-/, ;. .,. i,-.1 11 1�/N/,�,,�/,/\/�, 1�y Ir REQ'D I 'X�\\\:K\��N\\, -,/,\\'�� I ATTACHED TO EACH STUD WITH (3) .131 X 3- MUST MATCH OR EXCEED -- I CRYUC TIE)- - (1) . WALL REQ*D. WALL , ,\1 - . ,\\ ENG. TRUSS . ENG. TRUSS � I _ . NG. TRUSS L SIMPSON — SEGMENTS <15' LONG. I I 2-PART EPDXY. INSTALLED . Z�W -.1 HTT16 OR (1) PHD2 SEGMENTS < i5' LOW*/ SEGMENTS < 15' 1 x # AND THE T.C. TO THE TOP PLATES */.13 X it I L . -- -j -STYLE PARTIALLY . I\ I 1 -7 -- I PER MANUFACTURER:S -�-�,- , M L -dio I st FLOOR LONC% ,//,\ . � I NNN` BOTTOM CHORD OF GABLE TRUSS MAY BE -7 3* 0 4"o/c IN (2) STAGGERED ROWS. ** U SHEAR-WALL - C Z lo '.. I...) FOUNDATION - \V/, 1 LENGHT OF SHEAR-WALL E L. .L :< I MONOLITHIC ENCLOSED 6 a/c eolc LONG- (1) J� (1) rdio \�/\K,�\Wl/�' NSTRI' I , . . 0 ) � . HOLD-DOWN AT BASE Wo . I INSTRUCTIONS. . < . . UJI 7: I WOOD*Tie ROD OD*Tie ROD XI - / FLAT, SLOPED, OR COMBINATION THEREOF. IN IF 1st OUTLOOKER IS PER SPECIFICATION. EITH PER SPECIFICATION L 0- I . . . M'I- � I FOR CLARITY, SEE L I . L \ ,K111 FOOTING (SEE I . ALL INSTANCES; VERTICAL WALL FRAMING MM EITH I I < I M _5 :2 SHEET ST2 FOR SW2 (1) HTT4 OR (1) PHD2 (1)Vdio (2) CS16'?ACROSS (1)h"dio L--ij I I H -I-- -- '//Z�///�> OUNDATION PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP >32* FROM FASCIA OR BOTH SIDE(S) MAY 8 EDGE OF 2x NEED NOT OR BOTH SIDE(S) MAY BE I L I I L . It - I I Li 0 LIj L APPROVED FOUNDATION ENCLOSED 4'o/c 12"o/c WOOD*Tie ROD FLOOR SYSTEM M WOOD*Tie ROD +=�= I SIZE) PLATES IMMEDIATELY ADJACENT. AND , BOARD, DOUBLE Isl SHEATHED, . SHEATHED. I I L L I I .1. .00 . 1-- VUILUUKER ONLY. I L I ry . I .. I I- 0�,6 Ln I . . I TYPES/STYLES. I I F--I— I . OM CHORD ABOVE. *# . I I I OF MP >, . I I 'L . E I ", . L .< :2. D . I DARTIALLY I I COL BELOW w/ 1st 11 I . I I - THL I U L . . .I I . . :M - I 4"o/c 8"o/c FLOOR HOLD-DOWN AM THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE ME OD OF ATTACHING A . I , . I . . V -L) I -ENCLOSED I AT BASE D L 7 , , ,., . I L 10 L I ��L I . L 4 . I I CHANGE IN PLATE HEIGHT FRAMING DETAIL U.N0, I I SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM "A SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA I I . In _jj . 4N L . Swi (1) HTT5 OR (1) PHD6 (1) %*dlo WOOD*Tie (3) CS16's*ACROSS (1) %"dia WOQD*rte . L . . I L I AN ENGINEERED TRUSS. AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE I - , n I . SHEAR-WALL CONTINUOUS M THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL I MIN. 2" EDGE--- . SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON ENCLOSED ROD (MATCH HTT22 FLOOR SYSTEM To ROD NOT TO SCAL @ NOT TO SCALE IN— Lj 411111� LW I . DISTANCE � ..L I 4 ... . S-SHEET(S) FOR SILL PL.-TO-FOUNDATION 3-,/c 12-,/c EMBED./EDGE DIST.) HEADER ORSTUD (MATCH HTT22 @ . 1, S TYPICAL GABLE-END FRAMING DETAIL - U.N.O.L I SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL L I _ . I,I .. . -V- ACHORAGE WHEN USING WOOD*rie RODS. I COL BELOW w/ 1st EMBED./EDGE DIST.) � . ST1 NOT TO SCALE I " L I ROOF FRAMING is USED. I ROOF FRAMING IS USED, . 11 . w/ 3*x3"xY4" I I I I * L I il I .k, I . I . I ARTIALLY ROUND-HOLE FLOOR HOLD-DOWN W/ 3"X3"XY4" FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING L I . U Ir""""' (n I � � ,.. I I A c ro/c AT BASE - OELD ON I OPTIQN -a") I .. I . �NCLOSED 3"o/ 1 SUM CLN'G DETAILS FOR MAXIMUM a/c . I --- I -,�*\ � NAILS EACH END OF EACH STRAP, 1338 & ESR 1046 "GYPSUM BOARD I I EXTEND HEADER TO KING STUDS I --- I I I I WASHER I SPACING OF BRACING. INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR-WALLS RUNNING PA ALI EL TO TRUSS ABOVE I rB " OOD*Tie DETAILS & SPECIFICATIONS L I I I I I I *,- I I'm r1r,) R' DIAPHRAGM, REFER TO REPORT ICC ESR �-/� . I � I D q;t I 0 . N I I I I INTERIOR & EXTERIOR APPLICATIONS,". SEE H.I.B. '91 and BCSI 1-03 EXTEND ONE STUD TO TOP OF I 1:1 .1 I 11 ry ,V-- 0 -j I �,�Tl , . . 1. . I ALL uNDER-EAVES (SOFFI-) TO FOR ADDITIONAL ENGINEERED , . MATCH EDGE NAILING -1� I 1� .� . I NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE M THE SPECIFIED 7/16" THICK APA OR TECO-RATED WALL HEADER, INSTALL REMAINING STUDS I � I . . I I . SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. BE EITHER VINYL SOFFIT . WOOD TRUSS HANDLING. AP EACH ..o o o o o --c;-Q 7-9-Q 3--- PATTERN FOR 2x4 #2 SYP NAILER TO ROOF/FLOOR.SHEATHING —---.. I � I I (.) � . . MATERIAL. RATED & INSTALLED doe# � 0o, INSTALLATION AND BRACING SPECIFIED SW (BEL .-- - � . I U 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"x12* ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE DESIA op DETAILS & INSTRUCTIONS. I 000 o o o o a a a o o a I -, .. �. .2x #2 SPF BLOCKING. AS REO'D FOR RADIUSED-TOP 3) TOP PL SPLICES IN SWI & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48- LONG */ MIN. (24) EVENLY-SPACED 10d NAILS. -- --*1 SIDE w/(1)MSTA24 PER PLY. oo : o)t I HEADER PER STRUCTURAL PLAN, I AT SHEATHIN TOP �/ / / / / ,X / / �-- 0 (D �,,- I PRESSURES FOR THE SPECIFIC - . I I . I * a a I . //7( 16" W/ 10d COMMON 0 3"o/c. PROVIDE FULL-DEPTH MIN. 7/16" THICK WALL I WINDOWS. w/ (2) .131x3" TOE-NAILS PER END. 1 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24�s (ONE EACH SIDE OF >) CENTERED ON APPLICATION. M %" THIM . -�! TINUOUS BRACING o CHORD OF INDICATED I MAX " --- I I � o I I I . I BLOCKING BETWEEN JOIST/ �'Al // �� / / / , / / SHEATHING OR STRUCTURAL I I . HEADER, ADJACENT TO . . EACH SPLICE. (MIN.) APA- OR TECO-RArED w/(2) 10d TO EACH TRUSS. � Z--�FASTEN TOP PLATE TO HEADER -- - �, 7/16- THICK (MIN.) (24/16 TRUSSES ABOVE lst STOR V) IN �,T— Uj I . ' ' TOP PL. - PER CALL 1 0 TOP PL-TO-HEADER 0 1 QEL . o o V/(2) ROWS OF 116d NAILS 0 1 �I. I SPAN INDEX) APA- OR SHEAR-WALLS. ATTACH -1-7-1--/ / / / / ,I, / . � . I . SHEET-SIDING w/(1) ROW OF 8d 2- , � SPH4-6-8 CONNECTORS 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING */676"o/c , DO NOT SPLICE - OVERLAP / NAILS 0 3*o/c AT TOP OF MAX , I . OUT ON STRUCTURAL � SHEAR-WALLS WITH MINIMUM ATR EMBEDMENTS (INTO UNTEL OR TIE-BEAM) INCREASED TO 12- FOR 1/2*dla AND 15* FOR 5/8"dio RODS- 6d NAILING. BLOCK ALL JOINTS MIN. (2) TRUSSES. 1 / 3 / 2 .. � o a a/c (TYP). 11 I TECO-RATED WALL SHEATHING TO BLOCKING � . , PLtN. I I . I -`�L�,, EXTEND BRACING TO END OR I SEE %L-OUT( I o 44,. I I 11 I IT 6* MIN. FOR 1 STORY I ENG, TRUSS--Z-----) . SHEATHING W/ 3*o/c 8d W/8d NAILS 0 6'o/c AND / / / . I SHTN'G (IN TO TOP >) AND AT I - I MAX. 32*o/c. 1 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL EDGES. . I I I I '---I RACED WALLS & ATTACH. U6 /' a: 'o-ol I NAILING. BLOCK ALL . BOTTOM OF SHTN'G(IN TO HDR.).' . . I ABOVE. REFER M DETAIL W/STI FOR OPTIONS.. � I . f5m -..I?,- S, TURAL I *-. 11 NO / / /m/ / / / / / / ,- I-- . 04 , TZ'24" MIN FOR 2 STORY ATTACH SHEATHI BLOCKING TO TOP PLATE NO ADDITIONAL PL.- �I. f I AT FASTEN SHEATHING TO HEADER W/ I d UNSUPPORTED PANEL . . - Q M TO ILER 8 - EDGES W/2x BLOCKING, - I I . CONNECTORS REQ'D w/ TRUSS i `ft- y I U I - I ' \- If I . 8d NAILS IN 3" GRID PATTERN AS L/*"71 E - -O/C IN :2) STAGGERD A I , . I 1310" TOE- OR TYPICAL SHEAR-WALL ASSEMBLY DETAIL OPEN*4 o o SHOWN & 3'o/c INM ALL FRAMING 11 a oo COMMON 0 3 a/c. 4 DRAFT MEB UPLIFTS <1,000#. FOR HIGHER 11 � ROWS. 11 . . 1 UPLIFTS USE CONNECTIONS AS ''- I ---,,� iND-NAILS 0 KING-STUD NOT TO SCALE I I 7-/7-o/c 5d COOLER .... I. MEMEBERS(STUDS, BLOCKING, AND I. .'I .. � PER SPECIFICATION. . . . � I 1' ---LJ -)�` ""--LE CONTINUOUS BRACING IS ..�o oo SILLS) (TYP). IF THE INDICATED ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP I SPECIFIED ON STRUCTURAL PLAN. - .:-.,, ---+ I -- . __TO HEADER. 2x6 HDR. NAILS OR #6, 1 1 o oo >OF I - ;��,7 1 -- - USE (6) NAILS, 2x8 & (9 1 %DRYWALL SCREWS, I I I -Z - CHECKED EAW , /I/ :�� . F \\ \ APPLIED M THE 130TTOM OF THE . e... I. � I . TO TOP >�S w/ cal a' SIDE OF WALL OF BOTTOM WALL I - ---/I I 1, 'I', \ 200 HDRS. USE (9) � BOTTOM CHORD (AND, I NOT PROPERLY ,I � . .131x3 11 \ TRUSS BOTTOM CHORDS MAY � . ON-CORNER) o � I * TOE- OR , \ . SUBSEQUENTLY, THE GYPSUM CLN'G 1*:1 CAST-IN-PLACE AT � CHORD NAILER. . 1 WI \ NAILS. 202 & ENO. I I _BRACED BY EITHER METHOD -BEI � I I . ,--,*'oo.. oo � INTERMEDIATE (N I*o COMMON 0 3"o/c. I I SCALE N.T.S. � END-NAILS 0 KING-STUD .6 WHEN WINDOW DOESN'T ATTACH \, WOOD HORS. USE (12) (1) WOOD*Tie ROD ADJACENT TO I I .... .. PORTAL FRAME DETAIL MATCH I.1.1 I FOUNDATION POUR. THIS DETAIL PROVIDES A ALTERNATIVE METHOD OF ATTACHING A � ",� I . TO HEADER, 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE FOR STUD POST IF PORCH BEAM IS I I THE CONTINUOUS 1x4 BRACING IS ATTACHED TO THE BRACING 0000 -� TYPICAL. SEE STRUCTURAL P I ol-I THEY MAY BE I (6) NAILS, 2x8 & 2x1O \ NAILS.. � CONVENTIONAL LUMBER (2x8. 200, I TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIC RATHER THAN DIRECTLY TO THE MAX I:I*I SHEAR-WALL TO A HORI NTAL (ROOF OR FLOOR) DIAPHRAGM VIA TRUSS-M->CONNECTOR,. I . � i SIZE & CONNECTION(S). � 4D I I � L--------- I TRUSS) THE MAXIMUM a/c SPACING STUDS PER MI. �.o. FOR ADDITIONAL INFORMATION, olol,� o REPLACED WITH HTT22's SEE TRUSS SCHEDULE I . HORS. USE (9) NAILS, 202 -- . ----- \-(1) MSTA-SERIES STRAP 202. ETC). (1) WOODOTIE ROD �I ALLOW PORCH BEAM TO BE LET IN M CEILING DIAPHRAGM (SHOWN AT OF THE BRACING IS 2e. STRUCTURAL PLAN, HEiG-ff I— CONNECTORS. ETC. -6-11 1, ** I AN ENGINEERED TRUSS, D MAY BE USED I.L.O. FRAMING THE TYPE (DTL A/ST1) I I DATE 7.7.2015 -----Aj ---- ADJACENT TO EACH SIDE OF POST IF I WALL PROVIDED THAT(1) 2x4 #2 SPF LEFT). 1101-1 I I & ENG. WOOD HORS. USE V --,*---------- 3ik � -r-9 Q 21-- . SHEAR-WALL CONTINUO TO THE UNDERSIDE OF THE HORIZONTAL . I - . (12) NAILS.. --Y��---!; � v-----.---- 0 L6fa JACK-STUD TO PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF . I Q... ko olo IQ ** STRAPS SHEATHING. THIS DETAIL NOT APPLICABLE MEN CONVENTIONAL k - I 6 INTERMEDIATE WINDOW HEAD HEADER. 2x6 HDR. USE (LSL, LVL, PSL. ETC.) I TOP >. IN I . � UNSHEATHED SIDE w/ 1/8 .... .. . FOR A PANEL SPLICE (if needed), I . ROOF FRAMING IS USED, , STUDS /SHEAR WALL I I JOB NO. ' JOB . 12" STRAPS. 2x8 & 2xIO ;UM CLN'G DIAPHRAGM METHOD ACING METHOD (1) MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED. 1-:1 MUST BE INSTALLED w/ � FRAMING PER PLAN . I - APPLICABLE wl DETACHED ADDITION, (1) W000"Tie ROD SHOULD , . M � I * ADDITIONAL PC. OF #4 1 . � ': . HDRS. USE 18" STRAPS, BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN I _--oo :oo & OCCUR "THIN 24" OF REBAR PER SIMPSON I . � I . I WOOD*Tle ANCHORING RODS, PERI . � TRANSOM(S) ONLY. SEE TABLE�/ 2x12 & ENG. WOOD HORS, . 7/1V THICK (MIN.) (24/16 SPAN— MID-HEIGHT OF WALL, . 0 Mti-E3 . OPTION # I . M: IT. NA DETAIL B/ST1, EACH SIDE OF . FOR SIZE & CONNECTION(S). PORCH BEAM AND (1) MSTA24 SHOULD I USED �ITH "PARTIALLY ENCLOSED' BUILDING TYPES) � I 1% INDEX) APA- OR TECO-RATED I. I. � .. 1:1:1 INSTRUCTIONS. - INTERIOR OR EXTERIOR SHEAR--WALLS RUNNING I . I EACH OPENING. "THIN 2" OF . * -1L SE 24* STRAPS. � BE ATTACHED TO (1) SIDE OF EACH I HI LL ..- 2-,16* MIN. FOR I STORY � I* I . IT I INTERIOR SHEAR-WALLS UNNING PARALLEL TO TRUSS ABOVE PERPENDICULAR TO TRUSSES ABOVE W1 HEEL OR . � I P(qjQQ1,&gi t. .. � I - . I I I I SPI-14-6-8 CONNECTOR I TOP >CENTERED ON THE JOINT. . . oo I I I eR .- . I W/ .. ' - MIN. FOR 2 STORY I - M V-6-. 1 � I 1. , JACK-AING-STUD ASSEMBLY. -..I " UNSUPPORTED PANEL EDGES - /Iol-I 24 . VERTICAL WEB 6 1 1 , ) . TYPICAL 130T BRACING & SOFFITS DETAILS I I i .1�1''.-,-.,,"",� I . I(tu I.. � - .- . JACK- & KING-STUD(S) . -- - -i 0 SINGLE JACK-STUD TO , . 2x BLOCKING. HORIZONTAL o. I I . I I I : � - . � � .fio PER CALLOUT ON . . I I I � . I IN PROPER . � I I k 4 ,.-'- 1,11 1, . .% HOE PL. USE (1) LTT20B � N)T TO SCALE � I I APPLICATION REO'D */ STUCCO .o 1/2" dia. ANCHOR BOLTS .V.� .I I I � � � I I I .- , I . . I I STRUCTURAL PLAN. PORCH BEAM MAY BE No .o I 1*�, I I I . . . I � -, I I /-Sol DOUBLE JACK-STUDS TO I � � I EXT. FINISH. .I---- 4 WI �� I pp I . PROVIDED ,, ",�W/ 7" MIN. EMBEDMENT& I [I . I . I odwaed, 1". I I WINDOW SILL - SEE TABLE FO I / FOUNDATION. USE (1) THE TOTAL DEPTH OF THE I I � ---�- o. 2*x2*x3/16* WASHER (TYP). ji I CURB WALL - "I I I FLOOR I I E o0�9.'W5, . -� .. INTERMEDIATE SHEAR--, � . SIZE: & CONNECTION(S). HTT16 0 TRIPLE (OR MORE) BEAM IS >9-1/4" UNLESS - I I I I - - (2) STHD14 - EMBEDED 3ply 2x( ) #2 SYP [11 I i PLACE 2x4 RIBBON BOA D SHEATHING I . I .1 I � q6ssioq-�4'Engin.1..,.. , N , I -FASTENERS, PER SILL PL. - WINDOW(S) AND JACK-STUDS TO NOTED ON THE STRUCTURAL I STRAPS 14" INTO I I I "EMBEDMENT LINE" I FOR FLOOR AND i I -�.,,', I FOUNDATION. USE STHD14& AT BASE OF CURB I --- � if. -r- - JO. Ej�947: I I ",-� - I WHEN LOCATED AT A CURB I jice,n,sa P. - . -Z FOUNDATION, SHEET. 11P�:l SHEATHING ----A I- A SCHEDULE -�' -- --kDOOR(S) SHALL B ri----[- . � 'll, I � I WALL(DTL 2/ST2) AND I I I I I I I a''I I WALL, I ATTACHMENT. II-FLOOR � TRUSS TOP CHORD - --, I ON S-SHEET(S). �� ---I ATTACHED TO F-�- --- / INTERMEDIATE � ei�: I . i�,�!.,�-, � ;; APPROPRIAlt I ANCHOR BOLTS PER . I . I TRUSS BEARING BEGIN "EMBEDMENr AT BASE I I � I L ,L \ TRUSS :2 I HEEL/END VERTICAL Z-1 ,�, I- I if FRAMING MEMBERS ii i I I NAIL POST TO PORCH I I N OF TRUSS � � � . I DETAIL A/STI. TYP. I �-- I - I . I I I- � I , . IN I - N �� - . - If I . - .. . HEADER W/(1) ROW OF REO'D PLACEMENT -� I - - . I � — WITH APPLICABLE .1310' NAILS 0 2" O/C. FOUNADTION PER STRUCTURAL PLAN. I . I � -%,N 1%% - 16 � 10d 0 6*o/c FROM CONT. I . 0S1N:5L;T A,yp��- %�, I 11 MANUFACTURER'S -T I I ROOFSYSTEM 10 OF OPTIONAL (I.L.0, I WALL FRAMING - 2x4 TO 2x4 BLOCKING . .-,I- I�. . . INSTRUCTIONS + I I STHD14's) HTT22's I I I I K-SOMWA ; 020AA I . In, . DIKILL,I IVINIZI. -1 I I I ;�t � ,a UO � `% -- ", . I ,I I I I I AC �� .�4 1 1 PORTAL FRAMF DFTAI I I HORIZONTAL 2x4 SPF #2 1 (-..> ",1,WN ,0\�' I II I I "��-2x 12 SYP TOP > I [--------d I I ��...-..........."I � WOOD*Tie ANQHORING RODS .. I TRADITIONAL METAL CONNECTORS PORCH.BEAM, SEE . . (2) ROWS OF�13111 x (9 NOT TO SCALE I I . ROOF/FL SHEATHING --�, . I BLOCKING BTWN TRUSS ---- . � I I STRUCTURAL SHEET FOR-/ I I %* THICK (MIN.) APA- OR -/ PLAN VIEW OF C R 3" NAILS 0 6 a/c I I . I � � I C::" . SHEET . I � . . . I ---*. I EXTERIOR WALL-OPENING HEI,DER OR SILL 130 MPH,EXPOSURE B. I MINIMUM SIZE. "'�SEE STRUCTURAL PLAN. . TECO-RATED SHEATHING w/ I DETAIL . . I I I TRU TOP CHORD --------4 - I . I 1 A.n, I � � I I I I � . I I , I I I � 11 I MEMBER MAMMUM SPAN/OPENINr,FOR . I I 6"/Vo/c 8d NAILING, BLOCK � I 5? HEEL R END -7- 1 1 GIVEN WALL HEIGHT C0NNtCTION REQUIRED REQUIREMENTS. I ALL UNSUPPORTED PANEL EDGES . i�-J�--N- , REQ*D AT ENDS , I I T 2x CHIMNEY FRAMING VVERTII L OF TRUSS ----- -- - .- --- , I . I I 0 .1.SPF 8' 91 10' 11, 12' 11 4 W/2x BLOCKING, I .1 * - , . (3) .131x3 NAILS TO EACH I --.�, . .. I � F PLYS TO _---- . MIN. 7/16* THICK 24/16 SPAN IN I.-: /. 1, TRUSS VERTICAL & 0 6'o/c . . . 1 - IN 1-2X4 5'-Il* 5' 7" 5'-3-1 5'-0- 4'-10� 4-0.13M X 3"TOE NAILS I MATCH HEADER. STUD POST SIZE 2x SYP BLOCKING w/,131x2i" 1� TABLE FOR SIZE. SPECIES -----) � I INDEX) APA OR TE -RATED WALL a .. "�e . �,\-.131x2i' NAILS TO . � -2X4 5'-4" 7' 11" 7' 6',' 7'-2" C-10"16-o.13i X S'TOE NAIL� I AND GRADE M MATCH WALL STUDS NAILS 0 6'o/c TO TOP OF TOP SHEATH CHIMNEY w/ 5/16" 1 & MAX. a/c SPACING - I � SHEATHING ATTACH TO FRAMING I " M /: INTERMEDIATE BLOCKING. ADD . I I � . B, a, It UNLESS NOTED OTHERWISE ON . >ASSEMBLY& TO TOP OF HARDIE w/6"/6" 8d OR � USE OVERALL CHIMNEY . .1 . I * _j (1) MSTA18 STRAP W/ (7) 1 -2X6 -8� -2" 7'-9-�; 7'-5- 7�-V' 6-0.131 X 3"TOE NAILS A STRUCTURAL PLAN. CONNECT PLYS I - - HEIGHT FOR >HEIGHT. --", ING 0 ALL : / - : . � 1 3"NAIII� � . . . I BLY. 7/16- APA RATED PLYWOOD 2-ply 2x's AT CORNERS. I bL-M UNSUPPORTED NEL EDGES / : 1Od/END 0 EA. SPLICE (CONT. � . . � . I � -2X6 i 12--4"I�"10'-6"1 10'-l"112-A35'S W/BdX . I � . I EXTERIOR WALL JN W/6"-12' a/c. 8d I NAILING PER CAI. TABLE ONI I � 2x4 MAYBE OMITTED IF (1) I . I -- 0- . . 17�1 1-1 IF THE HOUSE IS TIED DOWN USI I . I I I � . DETAIL F/ST1 OR .'ALL OUT ON I /M .9 A MSTA18 IS USED FROM I 11 � 1 3 of I EXTERIOR WALL-OPENING HEAt�R OR SILL 130 MPH,EXPOSURE C. EXTERIOR WALL-OPENING HEADER OR SILL 130 MPH,EXPOSURE D. NO . . I I I STRUCTURA:PLAN. 6/ 6/I-&,IT z * - - 11 I BLOCK-TO BLOCK ACROSS EA. I . I I . I . . I .1 MAX - - - - ----- -- - I STRAP FOR A SQUARE I , . MEMBER GIVEN WALL �EIGHT CONNECTION REQUIRED �MAXIMUM SPAN/OPENING FOR STRUCTURAL SHEET AND DETAIL N/STI FOR I 2x4 #2 SYP BLOCKING BETWEEN 11 r-, IMUM SPAN/-. ENING FOR MEMBER GIVEN WALL HEIGHT CONNECTION REQUIRED I REO'D AT ENDS REQ'D AT ENDS I � ON DETAILS, TRUSSES BELOW CHIMNEY WALLS CHIMNEY& (2) HTS20-S OR TRUSS-TI->CONNECTOR: I % . I 10. 2,SPF 91 - To'I 11, 12' 1 1 1 1 NO.2,SPF L91 9. To' IT' 12' 1 1 1 IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR w/ (4) .1310* ME/END NAILS 1-1" (2) MSTA24-S FOR A SEE TRU SCHEDULE FOR I . "--DOUBLE TOP >OF WALL I I I RECTANGLE CHIMNEY 0 EA - ----] I I - ---- CONVENTIONAL STRAPPING. REFER TO THE � AT EACH END OF BLOCKING TO \ (1) MTS12 OR (1) MSTA18 I TRUSS) I I — I BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. ----� E (DTL A/ST1)-/ I �� 1-2X4 V-0- 4'-8" 4'-l" 3'-9' 3'-5" 4-0.131 X 3"TOE NAILS I 2X4 4'-2" S-8- S-4- 3'-O' 2--g" 4-0.1,31 X 0 I NAILZ) TOP CHORD OF TRUSS OR RAFTE--""\ CORNER OF CHIMNEY TO I I - — I I R. I I � . . 71-1. 6. -- 2- ---- AT CORNERS OF RECTANGULAR I OPTION .ur% I 11 . �� 2--2X4 -8" 6'-2-: 51-i;- 51-2" 6-OJ31 X 3"TOE-NAILS 2X4 6'.-2" 5'-6- 5'-O' 4'-6- 4--2- -0.131 X 3'TOE NAILS I - - CHIMNEYS, USE 2x8 (I.L.O. 2x4) I I I 11 RAFTER/TRUSS TOP CHORD STUD / SHEAR WALL I - INSTALL WALL SHEATHING PANELS I . �-1-2X6 7'-4" 6'-11"-��-2�! 5'-7- 5'-2" 6-0.131 X.3-TOE NAILS 1-2X6 6'-2" 5'-6" 5'-O" 4'-6" 4'-2' -0.131 X 3"TOE NAILS 11 . N-,, i 1><II OR 2x4 BLOCKING BELOW. � FRAMING SEE STIR TURAL PLAN. INTERIOR OR EXTERIOR SHEA LS RUNNING � WITH LONG AXIS (8- LENGTH) I --- . — . w/(8) NAILS/END (I.L.O. (4) -, . -�� , I .j 2-2X6 '-6" 1 7'-7- I r'-10' - - '-8- -A35-S W/8dX1 r NAILS . NAILS). I '11111 - I . . HORIZONTAL AT 24 a/c TRUSS � � 2-2X6 � 10'-5" 9'-6" 8--6 ; 7'-9' 7'-l' 2-A3VS W/8dXI r,-NAILS 9 8 - ., . 6-2 1 5 1��- I � I I ---m 0 . I I I I PERPENDICULAR TO TRUSSES ABOVE END-VERTICALS -OR- BLOCK W1 2x . 1 . � , . I . I . � I SIDE IMEW CHIMNEY FRAMIN FRAMING TO PROVIDE MAX, 16'o/c. I � . ` . RAFfElk� . G DETAIL . SHEAR-WALL BRACING DETAILS SUPPORTS FOR SHEATHING. ** . �!, I , C TYPICAL oPMiNG.-FRAMING DETAIL - U*N.O* I PORCH BEAM TO STUD WALL DETAIL I . , (TYP) NOT TO SCALE I I I I �� I I I I I NOT TO SCALE I �@) PORCH CEILING SHEATHING DETAIL . I I NOT TO SCALE I � I I (EST�)�, I I . . . I � I 11 . @ NOT TO SCALE - 11 I .I NOT TO SCALE I I 11 I I . 11 I . - I . I . � M --- - - � I . I I I '. . I I I . � � I � � I I I I I . I . I ;. I I I I I . . I � I I I I I � I � . I I I , . . I I . I I . ) /S S R A YO WN) BRACII 4 , L ' ' ' ' I 1.01 ' ;MIN , I \\ -� I I C IN T\\_SIDE �\\ / 1 2 1 5/8' \- 4 -1 Ff 1� I JT�, TER A I IN D \ > I �� I - � NO REQUIREMENTS, SI�P! T ) S UT OR og t IT \ - IZE & `IRS- I'S TEN PLIES -.NAILS 0 r 4 1 AP / I . . I T — I`TED DR) N 11 - __ 16 4 F .-�1� +N I r 7 1 1 -1 . I � I I I I I I 01 .. � I I I . I I I I I I �. . . I ,: . � � I I � � 1� . I � I , I I - ,�! . I I � I I I . � I OFFICE COPY I � � . � � � I . I I I I I . I . . . I 1. I I I I I . . I . I I � � .9 I I I I I I � . .! 1, I I I � �. I � . � I I . i� -- , - . I I I � I I I SEE ST1 FOR VERTICAL WALL CONNECTION. THIS DOCUMENT, ALONG WITH #5 HORIZONTAL. ASSOCIATED DOCUMENTS, IS AN 4" CONC SLAB W/ 6X6X1O/1O WWF OVER 6 MIL VAPOR BARRIER OVER INSTRUMENT OF ENGINEER'S SEE ST1 FOR VE RTICAL WALL CONNECTION. CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. 4" CONIC SLAB W/ 6X6X10/1O WWF MAY BE USED 4�-7 #5 DOWELS 0 CORNERS & 24"o/c #5 HORIZONTAL. - BEND #5 HORIZ. 6- FROM END INFORMATION DERIVED FROM THIS OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDGE THEREAFTER OCLEAN. W LL COMPACTED, TREATED FILL SLOPE GRADE 11 ALL DOWELS 0 TOP.& BOTTOM, 48" MIN. OF VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOW�LS DOCUMENT, AND/OR ASSOCIATED x @ CORNERS & INDICATED o/c SPACING DOCUMENTS, MAY NOT BE USED :c >_ >_ — (1) #4 REBAR CONT. 0 HEADER COURSE EMBED MINIMUM 6" INTO FOOTING #5 HORIZ. 6" SLOPE .' .,I] " INTO SLAB (GROUT ALL CELLS THEREAFTER - BEND ALL DOWELS @ TOP & FROM END OF FOR OTHER WORK(S) OR 0 BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. PROJECT(S) WITHOUT THE 0 GRADE L----- DIMENSIONS ARE /48' 72" L-00 IMIN. DISTANCES SOLID) VERTICALS. 17- 4 1 STORY I =. -.I- EXPRESS WRITTEN PERMISSION OF dDIMENSIONS ARE — -A- 72" INTO SLAB (GROUT ALL CELLS SOLID) #5 VERTICALS THE PROJECT ENGINEER IDENTIFIED r CLEAN COMPACTED 0 1611 MIN. DISTANCES I I T=, @ m CO 2 STORY 24" O/C BELOW. m7m- NO j REV DESCRIPTION SAND FILL Z: 7F,6"I EMBEDDED STRAPS M #9 VFRTICAI S n nl/c SPACING, (TYP'. HORIZONTAL W/O BRICK MUST BE INSTALLED W/ (TYP. VERTICAL REINFORCEMENT): #4 DOWELS 0 TO 12 COURSES: 24"o/c SLOPE OF "ll' REINFORCEMENT): (2) ADD CLEAN FILL AND COMPACT 6" 1 ADDITIONAL PIECE OF #4 12 < 13-1/2 COURSES: 16"o/c 7-:- N CORNERS & 48"o/c THEREAFTER - BEND ALL is GRADE :9� REBAR PER SIMPSON Wl.7(MW11) LONGITUDINAL 11 �f (M LIF 13-1/2 < 15 COURSES: 8"o/c 2 (TYP.) W/ BRIC!�4 INSTRUCTIONS. INTO FOOTING /12" INTO SLAB (GROUT ALL 3 e DOWELS 0 TOP & BOTTOM, EMBED MINIMUM 6" WIRES SPACED 0 16" O/C. 1 STOR FOOTING SIZE PROVIDE HORIZONTAL m TI- 3 8" CMU� FILL ALL CELLS SOLID. 1 STORY SIZE w/ 3,000psi GROUT. FOOTING kDID CLEAN FILL ID CO PACT MAX. STEMWALL HEIGHT: (5) ELLS SOLID) REINFORCEMENT WITHIN 16" 1IN > W/O BRICK 12" WIDE W/ (2)#4 OR (2)#5 CONT. B" COURSES. FOR WALLS > OF TOP AND BOTTOM OF 'm W/ BRICK 20- WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 COU WIO BRICK 16"xIO" W/ (2)#5 CONT. OR (2) #4 MASONRY STEM WALL. 1 12" AX.) L F 4 �(5) 8 RSES HIGH USE W/ BRICK 20"00" W/ (2)#5 CONT. OR (3) #4 all 2 STORY LAP ALL REINFORCEMENT MINIMUM 40 m WIDE W/ (2)#5 CONT. OR (3) #4 DETAIL IA/ST2 OR 1B/ST2 2 STOR 4�__ — W/O BRICK 16 DEPENDING ON WALL HEIGHT. W/O BRICK 20*x1 0" W/ (2)#5 CONT. OR (3) # 8" CMU; GROUT ALL CELLS DIAMETERS AT ALL JOINTS. W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) #411 W/ BRICK 24"x'O" W/ SOLID. MAX. (10) COURSES. —_#5 HORIZ. NEAR MID-HEIGHT. The (3)415 CONT. OR (4) #1 CASTILLO TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL (TYP. HORIZONTAL NOT TO SCALE NOTTO SCALE ADD CLEAN FILL AND COMPACT REINFORCEMENT): (2) #5 HORIZ. @ EACH -4th COURSE IN 12" (MAX.) LIFTS. Wl.7(MW11) LONGITUDINAL Group, WIRES SPACED @ 16" O/C. A Florida Corporation 4 EMBEDDED m m PROVIDE HORIZONTAL m I I ISTANDARD FOOTING SEE DETAIL BELOW Designers SEE ST1 FOR VERTICAL WALL CONNECTION. REINFORCEMENT WITHIN 16" OF STRAPS MUST BE TOP AND BOTTOM OF Engineers INSTALLED W/ 5 1/ 5 1/2" WIDE CONIC. SILL TOP AT MAIN MAX. 2 COURSES MASONRY STEM WALL. 12"d. X 24"w. 2,500psi CONIC. —FOOTING w/ (3) #5 REBAR EXCEPT: ADDITIONAL PIECE SEE ST1 FOR VERTICAL 655o Roosevelt Blvd. SLAB LEVEL. TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. OF #4 REBAR PER WALL CONNECTION. A RIES; MAX 7 1/2" (HEIGHTS EXCEEDING A-T—�-S Jacksonville,FL 32244 SIMPSON VA (1)#4 CONT. IN SOLID GROUTED TORY WITH BRICK, USE 12"d (904)772-6ioo WIDTH BY MORE THAN 2 INSTRUCTIONS. REQ ADDITIONAL W1 (4) #5. FL CoA No. U-BLOCK COURSE 1=1 I 1=1 I F-I I I—, ANALYSIS) TYPICAL SLAB 4, 4 CONC SLAB W/ 6x6x1O/1O WWF Zo OVER 6 MIL VAPOR BARRIER OVER TYP. VERT. C L COMPACTED, TREATED FILL LEAN, W 0 Li REINF. T 0 2z 1 STOR FOOTING SIZE 0 SLOPE W/O BRi^K 16%110" W/ (2)#4 CONT. zwv) La M CL GRADE W/ BRICK 20"xlO" W/ (3)#4 OR (2)#5 CONT. 5' YPICAL FOOTING SEE 1/ST2 FOR 2 STOR LLI of M I 114 11 CLEAN COMPACTED SIZE/REINFORCEMENT W/O BRICK 20:x1 0:: W/ (3)#4 OR (2)#5 CONT. z U) SAND FILL W/ BRICK 24 x1O W/ (4)#4 OR (3)#5 CONT. U) co TYPICAL FOUNDATION 10<15 COURSES STEM WALL FOUNDATION FOR STEM WALLS WITH 1005 COURSES & GW, GP, IMENSIONS ARE 6<10 COURSES STEM WALL FOUNDATION SW or SP SOILS to 30# PSF LATERAL LOAD DISTANCES FOR STEM WALLS WITH 6<10 COURSES FOUNDATION AT GARAGE FOUNDATION AT GARAGE NOT TO SCALE NOT TO SCALE 4" CONC SLAB W/ 6X6X1O/1O WWF OVERLAP SLAB RECESS SLAB 3/4" FOR SLOPE 3/4" x 12" 1 1/2" THRESHOLD EXP. JOINT AT GARAGE DOOR OVER 6 MIL VAPOR BARRIER OVER DEPTH = STUD + 1 1/4" (FROM 4" CONIC SLAB W/ 6X6X10/1O WWF CLEAN, WELL COMPACTED, TERMITE OUTSIDE FACE OF BLOCK) OVER 6 MIL VAPOR BARRIER OVER TREATED FILL RECESS SLAB 3/4" FOR SGID CLEAN, WELL COMPACTED, TERMITE 4 CONIC SLAB W/ 6X6X1O/1O WWF TREATED FILL G 4- CONIC SLAB W/ 6X6X1O/1O WW`F OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATE? FILL OVER 6 MIL VAPOR BARRIER OVER 0 �CLEAN, WELL COMPACTED, TREATED FILL TYP. SLAB —SAW CUT IN 15'x15' GRID, 1" DEEP WHILE CONCRETE ---------- IS WORKABLE (WITHIN 12 HIRS OF PLACEMENT) ��7- L1 7-7- 7- ———————- 7- 5* m -:77�11 I Ti I I I I F 6 MIL VAPO� BARRIER YPICAL FOOTING SEE 1/ST2 FOR CLEAN COMPACTED SIZE/REINFORCEMENT 0 0 SAND FILL 111RIll (2)#4 CONT. )#4 CONT. -I I I 1EEd I I 1- 11 12" TYPICAL FOUNDATION I lilt III _1111 16" 1 STORYY I I I RM I I 1=1 I I IN 1 20" '(2 STORY) SLOPED TURNED DOWN EDGE CONTROL JOINT—FOR CRACK CONTROL FOUNDATION AT S.G.D. FOUNDATION AT S.G.D. NOT TO SCALE INTERIOR LOAD BEA ING NOT TO SCALE NOT TO SCALE NOTTO SCALE NOT TO SCALE HOLD HDR. BLK. TO OUTSIDE 4*p CONIC SLAB W/ 6X6X10/1O WWF OVER 6 MIL VAPOR BARRIER OVER 1 1/211 CLEAN, WELL COMPACTED, TREATED FILL 14" CONIC SLAB W/ 6X6XlO/iO WWF OVER 6 MIL VAPOR BARRIER.OVER TYP. SLAB CLEAN, WELL COMPACTED, TREATED FILL 1 1/2" J, 4" CONIC SLAB W/ 6X6X10/1O WWF VARIES OVER 6 MIL VAPOR BARRIER OVER L - . t lilt lilt FICLEAN.. IN LL COMPACTED, TREATED FILL —6 MI VAF BARRIER 7_72 D ----------- 1)#4 C 51 81' %ONT TYPICAL FOOTING SEE 1/ST2 —1 1 VM I I I— 1 (2)#4 CONT. SIZE/REINFO RCEMENT 1111-1111 IN TION —III Milli '1 STORY) TYPICAL FOUNDA I I Md I I I ry 1, 20 RY� F TURNED DOWN EDGE LOAD BEARING STEP DOWN r4 UNDATION AT DOOR SILL FOUNDATION AT DOOR SILL NOT TO SCALE NOT TO SCALE :D m NOT TO SCALE NOT TO SCALE 0 LLJ HEADER BLOCK OR V) FORMED & CAST@ STEP 4' CONIC SLAB W/ 6X6X10/1O WWF DOWN (1)#5 x 2'-0" OVER OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE 8"x8" CHASE IN TREATED FILL VARIES CONC. BLOCK STEM SLOPE WALL. TYP. SLAB VA ------ GROUT SOLID GRADE I E I RI ES AROUND PIPE DESIGN RW GROUT SOLID DRAFT MEB SAND FILL S1 Sn CLEAN COMPACTED hROUND PIPE YPICAL FOOTING _E 1/ST2 Wr W FOR SIZE/ H&NESS 8" MIN. DEEPEN CHECKED EAW TYPICAL FOUNDATION FOR SIZE/REINFORCEMENT FOOTING OCHASE TYPICAL FOOTING SEE 1/ST2 REINFORCEMENT LOCATION AS REQ'D TO SCALE N.T.S. PROVIDE PROPER FOOTING DEPTH. DATE 7.7.2015 NON—LOAD BEARING STEP DOWN NOT TO SCALE 7NO. JOB (VAY BE USED AS SUNKEN SHOWER DETAIL) FOUNDATION WZ UTILITY CHASE LOAD BEARING STEP DOWN F^7. SQ.FT. FOUNDATION WZ UTILITY CHASE NOT.TO SCALE NOT TO SCALE NOT TO SCALE ProjQct-Ef�gneer:.. % STANDARD FOUNDATION DETAILS %. P I'* MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS RI z�betr�k Woodvmrd a. Niiiiiisi;nakEngineqr c truction shown atop foundation details for clarity. Wood, ction Qbicenki�No.6194� THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE Foundotion Note*. Wood vertical cons mu icf or other structural vertical constru STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable see ST1 for specifics. (2) #4 DOWELS, PER TYPI CAL EPDXIED ATR TOP OF SLAB EXPANSION TYPICAL FOUNDATION �OLD-DOWN PER JOINT TOP OF POOL 50 ROOSEVE FOUNDATION DETAIL, CASTINTO PAD �,---_____STRUCTURAL PLANS DECKING TYPICAL FOUNDATION FOOTING OR EPDXIED W/ MIN. 6" CKtONKIL (1) #5 VERT 0 EACH SIDE OF STEM WALL EMBEDMENT, CENTER 4" IN PAD 9041 ,5 " =3 '01 C=) SLOPE FTN'G. PADS 36"x3 L GER: TYPICAL ATION Amm HEIGHT CHANGE HORIZONTAL #5'S 2 ST N \ST S H GRADE If 11 USE (3) #5 DOWELS. :'OOL TO @ 16" O/C. 111 MI 111 111 \,�FOUI X TYPICAL FOUNDATION li —1111-1 V CON T. ---CLEAN Cl I�PAC' TED DETAIL BE !"7"' X�N SLOPE SLOPE REBAR 00i H I I /� 11 11 H GRADE �IIIIAND FILL 1111 #4 VERTIC ;�X"R</: DESIGNED BY OTHERS. CONT. REBAR 4 7 LEAN COMPACTED 00 GRADE L IL AL \�'\\"\\V 0 z SLOPE PER x 4 LC GRADE TYPICAL 0. _j fL 4 D - I A'' . \\� X// FOUNDATION IL V) < vt SEE STRUCTURAL DETAI /X T'--PLANS FOR PAD CONT. FOOTING SIZE, Lj CL MIS 0-i Ir of m _j L-- ----- I REeAR .0 4 Ij 0 9: monomommmms 5 a. 0 4 0 * 1-,., SE E S LOCATION & < TRUCTURAL r _j RLBAR SPEC'S. U_ 'PLANS FOR PAD Cr < 45 PAD BASE FOOTING SIZE, PER STRUCTURAL PLAN SEE STRUCTURAL W U:F-:;k \�/'ULILAN COMP LOCATION & HORIZONTAL REBAR PLANS FOR SIZE, �\til`%ND FILL 4 PER ST2 SECTION VIEW LOCATION & REEBAR SPEC'S. 45 1 STEM WALL WZ 458 CORNER DETAIL PAD BASE CL V) I IN. FACE VI SECTION VIE NOT TO SCALE PAD BASE REBAR SPEC'S. PER STRUCTURAL PLAN SEE STRUCTURAL PER STRUCTURAL PLAN CLEAN COMPACTED PLANS FOR SIZE, \z STEM WALL HEIGHT CHANCE PAD FOOTING FOR MONO SLAB SAND FILL PAD BASE LOCATION & FOUNDATION 0 0 NOT TO SCALE NOT TO SCALE PAD FOOTING FOR STEM WALL PER STRUCTURAL PLAN REBAR SPEC'S. NOT TO SCALE NOTTO SCALE FACE VIEW m ///48- M 7,- MI E I OFFICE COPY