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1645 MARITIME OAK DR - PERMIT RES18-0068All claims for error or defective material must be made within 5 days of rece OFFICE COPY 2nd Sto�y Layout APPROVAL CODES: II MITEK r - of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 11 Top Chord Dead Load 7.00 10.00 p.s, Bottom Chord Live Load 0.00 0.00 P.S. Bottom Chord Dead Load 10.00 5.00 P.S. 12'7 M" 37'3 1/2" Total Load 37 125 11 Duration Factor 1.26 1.00 F10 Building Code FBC 2017 RES Wind Standard ASCE 7-10 u2 1 nuT.411 A05 8) $ A02 a Wind Speed 130 m.p.h. I / a J Wind Usage RES. CAT II I/ I rHcu2 d' J Building Exposure B / a / 1 rHnu2 2 0' 2' 0" 1'8" 24' o.c. `v p 24 s 6' 9314" J Building Type Closed o.c. _- PI 2 o.c. ------ __..--- s ' 1 TH�a22 � NOTE i I g m It is the responsibility of the building designer or architect to Tw:u2 q 4 m provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special TH.uz a considerations for mechanical equipment and/or plumbing (and 1211 I their connections) in truss space must be diagrammed by the builder anapproved truss layout prior to fabdcaton. r` I N I 1 I Manning Building Supplies is a truss manufacturer whose 1 1 : res onsibilities are limited to those described in WFCA 1-1995 iTw�u2 - I (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, II / / / /P 4" documents including the installation and bracing of trusses tit-'-')`- manufactured by Manning Building Supplies. I 417 Warning: J FG01 Conventional Naming, erection and/or permanent bracing is not T— a .2 the responsibility of the truss designer, plate manufacturer, or V / 1 18'9 1/2" c, a truss manufacturer. Persons erecting trusses are cautioned to THaae V seek professional advice regarding erection bracing which is `w o always required to prevent toppling and dommoing during erection; and permanent bracing which may be required in c d rHaa22 J0� specific applications. See "Bracing wood trusses commentary -7 �- and recommendations (SCSI 1-03) for further information. / .1 1 i / / / / / / / 1 / / 1 J d ✓ J TYusses shall be installed in a straight and plumb position. / Twwn2 9 p'Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered / THnue 1 Ji114� I A. i � design Trusses shall be handled with reasonable care during /�C Chase Tau® erection to prevent damage or personal injury. F03 I i I 7 I 'IrrHanger ScheduleY71 ( j l I HTU26 10 F03 0 1/ 9 71 I I I I I 1 I f _L1J-L11--- Typical Truss Enda Typical Truss Enda V / J ---- /� 15' 11 1/2" 2' 0" 1, 3 I Ir / )I AN Wag Heights on this Level = 101-1/8" / 1 � c I t$ o!i Z O t0 F. Q { 18'9 1/2" 12' 11/2" E J LVL Schedule C:) Beaml SparilaDthl Plies I Bearinaei ht t=w 0 ottom o CD '� o y p > o w Z iv 2 ottom iv vo Z 7 3 0 OmIM y a2 y � 7:) a i-_ L" Engineer of Record: a o o A s v o Jeffrey K. Hulsberg - FL PE #33152 m m ■ ¢ c e ® 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Z m Z 30'11" — c a1�0� R i - I` -- co - o Co c w z ,.. 1 S` Story Layout a u Manning Building J o d a > ? 4^Supplies, INC. Z G o 2 "�11155 Phillips Parkway Dr. E. .,.,..........wr. Z `�' a CJ j 0- WJacksonville, FL 32256 o_ o c 2 ¢ II QPhone: (904) 266A225 o. ® Off. C m HFax: (904) 260-2981 W+/VvV.MBS-CORP.COM as o O OJAXTRUSS®MBS-CORP.COM 44a e' o 0 Typical Floor Truss Erb 1..mper Riverside Homes Job ems: Lot 140 - ABCC /Key West B2 u 1401 /Atlantic Beach Country Club Scale: ate: wn y.. um 1/4"=1' 1/17/201 AC J170804 LVL 21359 ..... WEYERHAEUSER EE1401ST 21360...... WEYERHAEUSER RIMBOARD 6527.5 —-- k m e u e -, '/2 n fall Heights on this J9 � AD! Ali V 0 level = 1.1/8" from 2nd F.F. N �ti i. lo I HTU, -`-Q-- HT- b - 0 1' 7 1l =^6 E K E02 iV� 1, 4„ E03 HT E04 _ _._.,_.. 4. HTU2e 102'00 E05 N HTU26 E06 1' 4„ HTme C09 C08 'ci C07 C05 I 1'1 1/2" I otats Attic Access C04 CO3 w '. CO2 01 ^i 1' 2" HTU2e se Hu N RAWd ami N Bol Jog ILI✓1 J�9 J 3 10 J2%1 1 g 27'11" 3'0' 2nd Sto�y Layout APPROVAL CODES: II MITEK r - of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 11 Top Chord Dead Load 7.00 10.00 p.s, Bottom Chord Live Load 0.00 0.00 P.S. Bottom Chord Dead Load 10.00 5.00 P.S. 12'7 M" 37'3 1/2" Total Load 37 125 11 Duration Factor 1.26 1.00 F10 Building Code FBC 2017 RES Wind Standard ASCE 7-10 u2 1 nuT.411 A05 8) $ A02 a Wind Speed 130 m.p.h. I / a J Wind Usage RES. CAT II I/ I rHcu2 d' J Building Exposure B / a / 1 rHnu2 2 0' 2' 0" 1'8" 24' o.c. `v p 24 s 6' 9314" J Building Type Closed o.c. _- PI 2 o.c. ------ __..--- s ' 1 TH�a22 � NOTE i I g m It is the responsibility of the building designer or architect to Tw:u2 q 4 m provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special TH.uz a considerations for mechanical equipment and/or plumbing (and 1211 I their connections) in truss space must be diagrammed by the builder anapproved truss layout prior to fabdcaton. r` I N I 1 I Manning Building Supplies is a truss manufacturer whose 1 1 : res onsibilities are limited to those described in WFCA 1-1995 iTw�u2 - I (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, II / / / /P 4" documents including the installation and bracing of trusses tit-'-')`- manufactured by Manning Building Supplies. I 417 Warning: J FG01 Conventional Naming, erection and/or permanent bracing is not T— a .2 the responsibility of the truss designer, plate manufacturer, or V / 1 18'9 1/2" c, a truss manufacturer. Persons erecting trusses are cautioned to THaae V seek professional advice regarding erection bracing which is `w o always required to prevent toppling and dommoing during erection; and permanent bracing which may be required in c d rHaa22 J0� specific applications. See "Bracing wood trusses commentary -7 �- and recommendations (SCSI 1-03) for further information. / .1 1 i / / / / / / / 1 / / 1 J d ✓ J TYusses shall be installed in a straight and plumb position. / Twwn2 9 p'Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered / THnue 1 Ji114� I A. i � design Trusses shall be handled with reasonable care during /�C Chase Tau® erection to prevent damage or personal injury. F03 I i I 7 I 'IrrHanger ScheduleY71 ( j l I HTU26 10 F03 0 1/ 9 71 I I I I I 1 I f _L1J-L11--- Typical Truss Enda Typical Truss Enda V / J ---- /� 15' 11 1/2" 2' 0" 1, 3 I Ir / )I AN Wag Heights on this Level = 101-1/8" / 1 � c I t$ o!i Z O t0 F. Q { 18'9 1/2" 12' 11/2" E J LVL Schedule C:) Beaml SparilaDthl Plies I Bearinaei ht t=w 0 ottom o CD '� o y p > o w Z iv 2 ottom iv vo Z 7 3 0 OmIM y a2 y � 7:) a i-_ L" Engineer of Record: a o o A s v o Jeffrey K. Hulsberg - FL PE #33152 m m ■ ¢ c e ® 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Z m Z 30'11" — c a1�0� R i - I` -- co - o Co c w z ,.. 1 S` Story Layout a u Manning Building J o d a > ? 4^Supplies, INC. Z G o 2 "�11155 Phillips Parkway Dr. E. .,.,..........wr. Z `�' a CJ j 0- WJacksonville, FL 32256 o_ o c 2 ¢ II QPhone: (904) 266A225 o. ® Off. C m HFax: (904) 260-2981 W+/VvV.MBS-CORP.COM as o O OJAXTRUSS®MBS-CORP.COM 44a e' o 0 Typical Floor Truss Erb 1..mper Riverside Homes Job ems: Lot 140 - ABCC /Key West B2 u 1401 /Atlantic Beach Country Club Scale: ate: wn y.. um 1/4"=1' 1/17/201 AC J170804 LVL 21359 ..... WEYERHAEUSER EE1401ST 21360...... WEYERHAEUSER RIMBOARD 6527.5 12'-4" t�\ 2nd FLOOR FL/�,N 49'-11" oLiRR CF1TR LINEN CAB — N ( 2'-6" 2-0" 2' TOTAL LIVING 2641 GAS 496 PORCH 337 3056 SH 2.020 FIXED 2020 FIXED STUB W III 337 SILL 9 2'-6" AFF SILL Cad 6'-0" AFF SILL J 6'-0" AFF H.B, TAN GASS W S GINH ono ROD & 5H O Otv VOLUME OF CONDITIONED SPACE 26,812 l W PR 14, W/S LOOP 15. FRAMELESS GLS. SHOWER IN BATH #2 16. PKT, DOOR FROM BED #4 TO BATH #3 REVISIONS �� ✓✓/ WET BAR w< L o cl�2s 10' CLG. > w� °` �- � J 10' CLG. 1 D i u I I v I GAS I I cn o �CL OWNERSw NN MAXX AR �A 6636�ArHFP> F_ STANDING TUB 10'CLG. 10' CI -G.4-2' I U 4-5" KITCHEN I C I F7 -,�_ OW NEI\ S n CNSUITE 14'-6" X 16-6" 10' CLG. c MECHNIC/�L EQUIF MINT NOTES: F5C-8302.5.2: DUCTS IN GARAGE SHALL 5E M.N 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER (ROUND -MOUNTED MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH FDC -R, SECTION M1507.2. w� tN J O In may. LL PINI NG 10 CLG. 5480 FR. 4'11" _IVING I\OOM 18'_0" x 1`31 C" �8c oLiRR CF1TR LINEN CAB — N ( — — — H ROD & 5H — — r -- – TOTAL LIVING 2641 GARAGE 496 PORCH 337 OWNERS BATH 7. PREPLUMB LNDRY SINK W III 337 z ao VOLUME OF CONDITIONED SPACE 26,812 l W PR 14, W/S LOOP 15. FRAMELESS GLS. SHOWER IN BATH #2 16. PKT, DOOR FROM BED #4 TO BATH #3 REVISIONS �� ✓✓/ WET BAR L o cl�2s 10' CLG. > w� °` �- � J 10' CLG. 1 D i u I I v I GAS I I cn o �CL a� HEAD 288° PKT, L_STUB I I ( Uj Q dao I I 0' IL�. o�:L- n ti J LD O v 10' CLG. I J G/ \ P/ \ G E 2'-10" i c- I I 3c8o 548° FR. 12" FOKCH 28'-0" X 12-0" 10'-11/8" PL. HT. ><9 UP 9 RISERS 7 r_L WI (2) 7/1 "RISE 10" RUN TES �' J U5 [� 4x4 P.T. POST WRAPPED TO 10X10 TYP. — — — — — — — 0 — — — — — — — — — — — — — — — — — — — — — — 8'-2" 30'-11" SQ. FTG. - 1ST FLOOR LIVING i I --- 1081 TOTAL LIVING 2641 GARAGE 496 PORCH 337 OWNERS BATH 7. PREPLUMB LNDRY SINK PREPLUMB 337 z ao VOLUME OF CONDITIONED SPACE 26,812 l 13. PREPLUMB WET BAR 14, W/S LOOP 15. FRAMELESS GLS. SHOWER IN BATH #2 16. PKT, DOOR FROM BED #4 TO BATH #3 REVISIONS �� ✓✓/ WET BAR L Io I I U KITCHEN I C I F7 -,�_ i i SAS V DOOR IS 13/8" MIN. 12'-0" X 16'-10" - SOLID CORE OR 20 �� I 10' CLG. TUB _=K-3_=K-3MINUTE o FIRE RATED © z F_ zo � �a< (SELF CLOSING) SII o �� �cf) �O C� w< I 16E]_ [�1� 7" z U_ > 2 o 00o W 7 , W W, fl i o m U-3 I I L Q '-10 I o:w I } cn z C? vI I - w I � 3°8° EN I L–J I I, PLF. I c i = PAVER' o� ------- F�,E- --J PATIO cn FNTRY GAS 10' CLG. STUB 4'- 5 SH FOYER Z PAVER 2 STORY CLG. o CIL PATIO 8'-0" c- I I 3c8o 548° FR. 12" FOKCH 28'-0" X 12-0" 10'-11/8" PL. HT. ><9 UP 9 RISERS 7 r_L WI (2) 7/1 "RISE 10" RUN TES �' J U5 [� 4x4 P.T. POST WRAPPED TO 10X10 TYP. — — — — — — — 0 — — — — — — — — — — — — — — — — — — — — — — 8'-2" 30'-11" SQ. FTG. C/�LCUL/�TIONS 1ST FLOOR LIVING 1560 2ND FLOOR LIVING 1081 TOTAL LIVING 2641 GARAGE 496 PORCH 337 OWNERS BATH 7. PREPLUMB LNDRY SINK BALCONY 337 TOTAL COVERED 3811 VOLUME OF CONDITIONED SPACE 26,812 l 15t FLOOR FLAN 101" FT. HT. �J I 998° OVLRHLAD DOOR r'r NOTE TO FRAMEF\: INSET ALL EXTERIOR WALLS 1/2" FROM EDGE OF FOUNDATION AIC COMP. fV/ i_ooP �N L r-, COMMUNITY `l/LC�ri1i► z APPF( N UTILN 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 1/2" TO SET OSB FLUSH TO FOUNDATION 3. TAWLESS GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 5. MUD BENCH W/ CUBBIES ABOVE 6. MAXX ARIOSA 6636 FREE STANDING TUB IN OWNERS BATH 7. PREPLUMB LNDRY SINK 8. PKT. DOOR AT OWNERS BATH 9. REMOVE KITCHEN WINDOW, ADD CABS. 10. PAVER GRILL PATIO 11, GAS STUB AT GRILL PATIO 12. H.B. AT BALCONY 13. PREPLUMB WET BAR 14, W/S LOOP 15. FRAMELESS GLS. SHOWER IN BATH #2 16. PKT, DOOR FROM BED #4 TO BATH #3 REVISIONS Vol IVER.SIDE__/ - HOMES ii Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. myi iversidehome. com Lot 140 Atlantic Beach Country Club Spec Home Floor Plans 1645 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 12.15.2017 Scale 1/4" = 1'-0" of Plan Key West- B2 7 Written dimn5ion5 shall have precedence over Scale dimen5ion5. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd. �� v>-�>;��t Jaclisonvalle, �'L 32223 lorida L�eS;sl,, tnc. 904.260.3319 3/4" T/G 51,15FLOOR 2nd FLOOR FINISHED FLOOR PLATE HEIGHT OPEN WEB FLOOR JOISTS - INSTALL �' GYPSUM BOARD PARALLEL TO FLOOR FRAMING MEMBER (1000 50. FT. MAX OPEN 51FACE) TO PROVIDE DRAFTSTOPPING PER FBC 8302.12 FIN15HED 1/2" DRYWALL CLG. (2) 2x4 TOP PLATE 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'S PKG. (2) 2x6 TOP PLATE 1/2" DRYWALL CEILING 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'S PKG. 4" CONG. SLAB W/ FIBERMESH OR 6x6xi0 W.W.M. ON 6 MIL. V15QUEEN OVER CLEAN, WELL GOMEAACTER TERMITE TREAT ED FILL FASTEN SHINGLES PER FBG 8905.2.6 UNDERLAYMENT FASTENED PER FBG 8905.1.1 RADIANT BARRIER OSB ROOF SHEATHING SPRAY FOAM INSULATION AT ROOF DECK ENG. ROOF TRU55 1� SEE CONNECTOR SCHEDULE 2 17 6" GALV. EAVE DRIP EXPOSED RAFTER TAILS, SQUARE CUT CEMENT BOARD SIDING ENGINEERED ROOF TRU55E5 FASTEN SHINGLES PER FBC UNDER LAYMENT FASTENED Ft..R FBG 9905.1.1 0 1/2" THREADED RODS SPACING PER ENGINEER'S PACKAGE 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH 4" CONC. SLAB W/ FIBERMESH OR 6x.6x10 W.W.M. ON PAPER BACK WIRE LATHE 6 MIL.. V15QUEEN RUN TO TOP OF PLATE OVER CLEAN, WELL COMPACTED TERMITE VAPOR BARRIER. SEALED AT FINISHED TREATED FILL TOP & BOTTOM PLATES. FLOOR •` ;:� R-19 INSULATION 7/16" O5B'WALL SHEATHING � _ �_ �.//i�`i✓i 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FOOTING PER ENGINEERED DRAWINGS TYPICAL WALL SECTION SCALE: 1/2" =1'-0" NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH A5 FOAM BANDING ARE TO BE INSTALLED OVER THE SCRATCH/BROWN COAT OF STUCCO WITH A STRIP OF SELF -ADHERING FLASHING OR SELF-SEALING MEMBRANE 2. THE JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA C3UILDING CODE, RESIDENTIAL TF1\MIV\TI0N OF STUCCO STUCCO TERMINATION PER A5TM C -926 A2.2.2. DRIP 5CREED !N5TALLED PER ASTM 1063-03 \TER RESISTANT 3ARRIER- _AYERS REQUIRED FASTEN LATH Cru 7" 0/C J" MIN. PENETRATION INTO FRAMING WEEP SGREED- SURFACE SHOULD NOT BE BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURPOSES K. - R-19 INSULATION 2x6 STUDS INSET 3 COAT STUCCO PAPER BACK WIRE I RUN TO TOP OF PLA VAPOR BARRIER. 5E TOP & BOTTOM PLA 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FINISHED GR, FOOTING PER ENGINEERED DRAWINGS TYPICAL WALL SECTION 5CALF:1/2" =1'-0" GENERAL STAIR DETAIL STAIR NOTES: ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN CON5TRUCTION MATERIAL ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. MAXIMUM RISER HEIGHT: 7-3/4" MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE 6'-8" (ABOVE NOSING) HANDRAIL NOTES: ACTUAL CONSTRUCTION MU5T COMPLY W 8311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. HANDRAILS SHALL NOT BE LESS THAN 34" OR MORE THAN 3B" IN HEIGHT ABOVE THE STAIR 1`4051NG. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAIL5 SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 11/4"-2" IN CRO55 SECTIONAL DIMENSION. OR APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL BE ABLE TO RE51ST A LOAD OF 200 LB5 APPLIED IN ANY DIRECTION A T ANY POW ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL / SPRAY FOAM INSULATION BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR PRIOR TO POURING CONCRETE AT ROOF DECK R-13 INSULATION GARAGE RADIANT BARRIER 055 ROOF OPEN RAILS SHALL HAVE INTERMEPATF RAILS OR 2AN EE CONNECTOR _VAPOR BARRIER. SEALED AT 8. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY SCHEDULE TOP & BOTTOM PLATES. o 12 TOP OF 2x4 STUDS SPACED PER PLATE 15 ENGINEERS PKG. r ------- I � 7/16" OSB WALL SHEATHING 1/2" CEILING GALVANIZED ALONG THE TOP RAdL.GUARDRAIL5 DRYWALL 1' RE EAVE GRIP 2x4 BOTTOM PLATE (2)2x6 LE55 THAN 36" 1N HEIGHT. TOP PLATE THE TRIANGULAR OPENINGS 6" SPHERE EXPOSED RAFTER BANDING 1/2" DRYWALL TAILS, SQUARE CI 0 1/2" THREADED RODS SPACING PER ENGINEER'S PACKAGE 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH 4" CONC. SLAB W/ FIBERMESH OR 6x.6x10 W.W.M. ON PAPER BACK WIRE LATHE 6 MIL.. V15QUEEN RUN TO TOP OF PLATE OVER CLEAN, WELL COMPACTED TERMITE VAPOR BARRIER. SEALED AT FINISHED TREATED FILL TOP & BOTTOM PLATES. FLOOR •` ;:� R-19 INSULATION 7/16" O5B'WALL SHEATHING � _ �_ �.//i�`i✓i 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FOOTING PER ENGINEERED DRAWINGS TYPICAL WALL SECTION SCALE: 1/2" =1'-0" NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH A5 FOAM BANDING ARE TO BE INSTALLED OVER THE SCRATCH/BROWN COAT OF STUCCO WITH A STRIP OF SELF -ADHERING FLASHING OR SELF-SEALING MEMBRANE 2. THE JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA C3UILDING CODE, RESIDENTIAL TF1\MIV\TI0N OF STUCCO STUCCO TERMINATION PER A5TM C -926 A2.2.2. DRIP 5CREED !N5TALLED PER ASTM 1063-03 \TER RESISTANT 3ARRIER- _AYERS REQUIRED FASTEN LATH Cru 7" 0/C J" MIN. PENETRATION INTO FRAMING WEEP SGREED- SURFACE SHOULD NOT BE BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURPOSES K. - R-19 INSULATION 2x6 STUDS INSET 3 COAT STUCCO PAPER BACK WIRE I RUN TO TOP OF PLA VAPOR BARRIER. 5E TOP & BOTTOM PLA 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FINISHED GR, FOOTING PER ENGINEERED DRAWINGS TYPICAL WALL SECTION 5CALF:1/2" =1'-0" GENERAL STAIR DETAIL STAIR NOTES: ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN CON5TRUCTION MATERIAL ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. MAXIMUM RISER HEIGHT: 7-3/4" MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE 6'-8" (ABOVE NOSING) HANDRAIL NOTES: ACTUAL CONSTRUCTION MU5T COMPLY W 8311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. HANDRAILS SHALL NOT BE LESS THAN 34" OR MORE THAN 3B" IN HEIGHT ABOVE THE STAIR 1`4051NG. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAIL5 SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 11/4"-2" IN CRO55 SECTIONAL DIMENSION. OR APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL BE ABLE TO RE51ST A LOAD OF 200 LB5 APPLIED IN ANY DIRECTION A T ANY POW ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR PRIOR TO POURING CONCRETE 2. TANKLESS GAS WH THE PRODUCT5 THEY PROVIDE OR INSTALL. GARAGE 4. MARX ARIOSA 6636 FREE STANDING TUB IN OPEN RAILS SHALL HAVE INTERMEPATF RAILS OR 2AN 6. PAVER GRILL PATIO ORNAMENTAL PATTERN SUCH THAT A 8. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 4" DIAMETER SPHERE CANNOT PASS THROUGH. o THEGUARDRAIL CONSTRUCTIN SHALL BE ABLE TO RESIST A LOAD OF 20 LBS r ------- I � PER LINEAL FOOT APPLIEDHORIZONTALLY ALONG THE TOP RAdL.GUARDRAIL5 RE SHALL NOT BE MAY NOT PA55 LE55 THAN 36" 1N HEIGHT. THROL65H THE TRIANGULAR OPENINGS 6" SPHERE AT STAIR TREAD, RISER, & MAY NOT PA55 BOTTOM SHALL BE SUCH THROUC+ THAT A 6" DIAMETER I` COMP. SPHERE CANNOT PASS THROUGH ATHING AT v �0 FOUNPATION LAYOUT NnTF• FOUNDATION i'LAN FOIA CONCRETE FORMING AND f'LUMBWG LOCATION REFERENCE ONLY. REFER' TO ASSOCIATE[) ENGINEERING DRAWINGS FOR FOOTED LOCATIONS AND DETAILS. COMMUNITY DEVELOPMENT APPROVED 1N UThN 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS 18'-7" PRIOR TO POURING CONCRETE 2. TANKLESS GAS WH 5'_0" 11" GARAGE 4. MARX ARIOSA 6636 FREE STANDING TUB IN OWNERS BATH 5. PREPLUMB LNPRY SINK 6. PAVER GRILL PATIO 7. GAS STUB AT GRILL PATIO 8. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 9. W/S LOOP REVISIONS r ------- I � �i A/C I` COMP. / - _ _ _GA5TANKLE55 _---_=-- STUB GA5 WH -------------------J _ L _-I LJ L- -_ �— - ----- -- T ( I I L --- I it I 1 1 I W/5 I ( STEM WALL LOOP I ii ! i FOUNDATION L�1AXX ARI05A 6636 0 o 22, FREE STANDING TUB 4'- I PROVIDE I i RECESf I I I I FOR 5H0 ER4° 11 20 CONC. I i ,Ili i o o Trr— — –�------- !! U L– ------------------–� SLAB I ill---i 38 r r ----- ------------- W I PREPLUMB d LNDRY SINK A�� I I� I GAS � HEAR i i i STUB --- --- L--_ _ IL_ — —— -zF- ------�=_ I 2'-2" 3'-81 I I I MONOLITHIC I I I J liL-- 5LAB FOUNDATION I I – – – ---� -� ! +1 �li PREPLUMB i I II — — — — - r — — _ _-- EXPANSION JOINT (TYP) WET BAR I � � STEM WALL FOUNDATION aiLii 5" I 20-8" T-2" 9'-2" 5" I i15, N - 1''41 /\ �C' I GA5 r-- I SI UB Iwi I I I I `� l i`L— z(n iC- ii 4, CONC. l I I 5LA5 I I I I 4" GONC. 5LA3 W/ 93ERME5H Of, I 16 o J 6x6x10 W.W.M. ON 6 MIL. V15QUEEN I OVER CLEAN, WELL COMPACTED FILL l i 5ILI_ ----=---� I REF. l I I i 4'-0" 3'-6.. r �, 0,� 2-6, I I I I LL=_----� PAVER ------------- `t- PATIO I I j GAS I5TUB c� I I Q 1 Ir______________ I I I FAV ER OUTLET I i H.B. PATIO —I+ I I MONOLITHIC _v I L I I 6-6" _ SLAB FOUNDATION I III - - - - - - - - - - - - - r-------- --------�-r-'---------- r--_J L----r--n r--r-�- ---- I I I I I 1 :F I i I I I I I I I I 4" CONC. w Lti I I I I I S SLAB I I I I I I I I I I I L----------------------------------1 ( I 1 I L— I — I I — — — — — — — — — — — I I — — — — — — — — — — — — — — — i I — FOUNPATION LAYOUT NnTF• FOUNDATION i'LAN FOIA CONCRETE FORMING AND f'LUMBWG LOCATION REFERENCE ONLY. REFER' TO ASSOCIATE[) ENGINEERING DRAWINGS FOR FOOTED LOCATIONS AND DETAILS. COMMUNITY DEVELOPMENT APPROVED 1N UThN 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. TANKLESS GAS WH 3. EXTEND HALL, LNPRY AND WIC 5" INTO GARAGE 4. MARX ARIOSA 6636 FREE STANDING TUB IN OWNERS BATH 5. PREPLUMB LNPRY SINK 6. PAVER GRILL PATIO 7. GAS STUB AT GRILL PATIO 8. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 9. W/S LOOP REVISIONS mean RIVERSIDE I 10MES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 140 Atlantic Beach Country Club Spec Home Foundation Layout 1645 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 12.15.2017 1 2 Scale 1/4" = 1'-0" of Plan Key West- B2 7 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for d1men5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY; 12627 San Jose Blvd S»�t� 7a2 orrheant� �aCliSOnville, FL 32223 �Iorla� ntsl�, rn�. 904.260.3319 ROOFfLAN SCALE: 1/8" -- T. -D" S RAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED PLATE HEIGHT DEC. CORBEL 18" SHUTTERS TYP. 36"h RAILING TYP, 4" P.T. POST WRAPPED TO 10X10 TYP. FINISHED FLOOR PLATE HEIGHT DEC. CORBEL. STUCCO FINISH 4" P.T. POST — WRAPPED TO 10X10 TYP, FINISHED FLOOR 0 N GRADE DIMENSIONAL — FIDERGLAS5 SHINGLES (TYP) DEC. TRIM TYP. CEMENT BOARD 51DING TYP. 4" FRIEZE TYP. ,2 2°2° FIXED BLACKOUT WINDOW 12" SHUTTER TYP. CEMENT BOARD DIMENSIONAL — SIDING TYP. FIBERGLASS SHINGLES (1YP) — 6" TRIM TYP. 12 Ff�ONT ELEVATION 20" OVERHANG W/ f EXPOSED RAFTER II LL�J GEMENT DOARD TAILS T P. I (EA SIDING TY P. I M 1 IUI �� �■� �- - _ ��I�I�I�I�I�I�I�I�I�11 10" 5AND ST UCCO FINISH TyP) 6" 5ANDING 36"h RAILING TYP 12 PLATE HEIGHT DEC. CORBEL LEFT SIDE ELEVATION 4" P.T. POST WRAPPED TO 1OX10 TYP. FINISHED FLOOR PLATE HEIGHT DEC. CORBEL 4" 12.1. POST WRAPPED TO 10X10 TYP. FINISHED FLOOR 0 N GRADE " BUILDING HEIGHT PLATE HEIGHT FINISHED FLOOR ?LATE HEIGHT – 20" OVERHANG W/ - EXP05ED RAFTER TAILS TYP. EXPOSED RAFTER TAILS 6" BANDING TYP. FINISHED FLOOR 0 GRADE N. COMMUNITY DEVELOPMENT APPROVED immomw/r.-NN7V KIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehoine.com Lot 140 Atlantic Beach Country Club Spec Home Roof Plan/ Elevations 1645 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 12.15.2017 3 Scale 1/411 = 11-011 Plan of Key West- B2 7 __j Written dimen5ion5 shall have precedence over Scale dimen5ion5. Contractors shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Norrheast Suite 702 Jacksonville, FL 32223 Florid g,. 9'04.260.3319 C, cv PLATE HEIGHT DEG CORBEL 4" P.T. P05T WRAPPED TO 10X10 TYP. FINISHED FLOOR PLATE HEIGHT DEG COR3EL 4" P.T. POST WRAPPFD TO 10X10 TYP. FINISHED FLOOR GRADE DIMENSIONAL FII3ERGLA55 SHINGLES (TYP) 12 1 7 PLATE HEIGHT 12 DIMENSIONAL I 1 1 7 FI6LRGLASS SHINGLES (TYP) 7F ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2017 Building Code, Residential 8806.1 Ventilation required. Enclosed attics and enclosed rafter spaces fonned where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1116 inch (1.6 mm) minimum and 114 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, 'hardware cloth, or similar rnaterial with openings having a least dimension of 1116 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Openings in roof framing members shall conform to the requirements of Section 8802.1.8. Required ventilation openings shall open directly to the outside air. Exception: Attic ventilation shall not be required when determined not necessary by the code official due to atmospheric or climatic conditions. 8806.2 Minimum vent area. The, minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met: 1. In Climate Zones 6, 7 and 8, a Class I or II vapor retarder is installed on the warm -in -winter side of the ceiling. 2. At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located no more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by cave or cornice vents. Where the location of will or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted. 8806.3 Vent and insulation clearance. Where cave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1 -inch (25 mm) space shall be provided between the insulation and the roof sheathing and at the location of the vent. SPRAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED PLATE HEIGHT Lw20" OVERHANG W/ XP05ED RAFTER TAILS TYP. — Cf -MENT 30ARI) SIDING TYP. , 7:-11,,, . KEAK ELEVATION COMMUNITY DEVELOPMENT APPROVED RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 140 Atlantic Beach Country Club Spec Home Elevations 1645 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 12.15.2017 4 Scale 1/4" = 1'-0" Pian of Key Nest- B2 7 Written dimen5ion5 shall have precedence over Scale dimensions. Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd -; Suite 702 or>heasC Jacksonville, FL 32223 Florida Design, ��. 904.260.3319 ------------ ' \( PREWIRE & i BRACE ONLY SEC. 5Y5, I REWIRE EJ— — — — — — — — / T1t t t 4.(4) RECESS LIGHTS IN LIVING ROOM W/ t 3v—, l I tI 11`__11 1 3. ADD RECESS LIGHT IN PWDR � i ! t ! I -rt ` ! i ! I Q J 17. W/S LOOP 18. ADDT'L OUTLET IN GARAGE OUTLET r r + , , FRE -WIRE & _ BRACE ONLY t \ J r t t r I � � I ±LLi I ------------ ' \( PREWIRE & i BRACE ONLY SEC. 5Y5, I REWIRE EJ— — — — — — — — / I t FLUORESCENT 4.(4) RECESS LIGHTS IN LIVING ROOM W/ t 3v—, ),P I tI 11`__11 II Qi9 11 II W 1 qf�j 3. ADD RECESS LIGHT IN PWDR � i 10. ADDT'L LIGHT IN BATH #3 11. (4) RECESS LIGHTS AT PORCH IL_J d I 13. (2) FAN PREWIRE AND BRACE AT FRONT -rt ` eF , --' I u W ffki�0 ADJACENT TO PWDR 16. (4) RECESS LIGHTS IN OWNERS SUITE W/ Q J 17. W/S LOOP 18. ADDT'L OUTLET IN GARAGE OUTLET Q v I- � REVISIONS _ /12- 6F � ±LLi I / I � \ !-------_(� < ---- --- _ -0 4 I t I i I 1 1 i PRE -WIRE & BRACE ONLY F R I + OUTLET��- I + - I I I I IRRIGATION CIRCUIT - SVC &C OUTLE T COMP. LANDSCAPE O -- REF. iF -- 1 P 3OV SLIGHTEP \ ttt TS 1 i TO t� FIXTURE 71" I TO r _.CHANDELIER i ! A50VE ! i II I t ! --- ' / PRE -WIRE & PRL -WIRE & I + BRACE ONLY BRACE ONLY -------------------------- - / - ! I I ----------------------------------- - ---------------------__-0- II I 1 IST FLOOR ELECTRIG/�L FLAN ELECTRICAL NOTES 1. ELECTRICAL OUTLET HEIGHTS AS, MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GENERAL PURPOSE - 44" AFF - KITCHEN 15LANP OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P05515LE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURP05E5 ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE, SECTIONS 8314 AND P315 6. PROVIDE AFC15 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBCR E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER FBCR E3902 8. ALL PERMANENT INTERIOR LIGHTING 15 100% HIGH EFFICAC ( CFL/LED LAMPS PER FBC EC 8404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL BE TAMPER RESISTANT RECEPTACLES W/5 ADDT'L OUTLET ELECTRICf�L LEGEND 110 DUPLEX OUTLET HALF -SWITCHED OUTLET &F, GFI DUPLEX OUTLET �r WEATHER PROTECTED OUTLET =&-- CEILING OUTLET ® FLOOR OUTLET & 220 OUTLET ® SPECIAL PURPOSE OUTLET SWITCH `I'3 3 -WAY SWITCH 4 -WAY SWITCH o DIMMER SWITCH 0 TELEPHONE CABLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT } CEILING MOUNTED LIGHT P� PULL -CHAIN I (> WALL MOUNTED LIGHT RECESSED LIGHT FIXTURE 0 SPOTLIGHT EXHAUST FAN W/ LIGHT �— PANEL BOX SMOKE DETECTOR 2N1) FLOOR ELECTRIC/�L FTA', NU,1'h5 EXHAUST FAN [ FLUORESCENT 4.(4) RECESS LIGHTS IN LIVING ROOM W/ FIXTURE 5. PREWIRE (2) PENDANT LIGHTS OVER ISLAND CARRIAGE LIGHT 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY DOUBLE FLOOD LIGHT �— PANEL BOX SMOKE DETECTOR 2N1) FLOOR ELECTRIC/�L FTA', NU,1'h5 1. COACH LIGHTS AT GARAGE 2. GARAGE DOOR OPENER INSTALLED 3. TANKLESS GAS WH 4.(4) RECESS LIGHTS IN LIVING ROOM W/ DIMMER 5. PREWIRE (2) PENDANT LIGHTS OVER ISLAND 6. PREWIRE LIGHT IN OWNERS BATH 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY L -OCATION 3. ADD RECESS LIGHT IN PWDR 9.(2) ADDT'L LIGHTS IN OWNERS BATH 10. ADDT'L LIGHT IN BATH #3 11. (4) RECESS LIGHTS AT PORCH 12. (4) RECESS LIGHTS .AT BALCONY 13. (2) FAN PREWIRE AND BRACE AT FRONT PORCH 14.(4) RECESS LIGHTS IN DINING W/ DIMMER SWITCH 15. ADD DEDICATED OUTLET IN CLOSET ADJACENT TO PWDR 16. (4) RECESS LIGHTS IN OWNERS SUITE W/ DIMMER SWITCH 17. W/S LOOP 18. ADDT'L OUTLET IN GARAGE 19.(6) RECESS LIGHTS IN LOFT W/ DIMMER 20. (4) RECESS LIGHTS IN BED #2, BED #3 AND BED #4 REVISIONS ±LLi PN IVERSIDE I 10MES ii Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 140 Atlantic Beach Country Club Spec Home Electrical Plans 1645 Maritime Oak Drive Atlantic Beach, Fl. 32233 (0"Drawn By ARJ Sheet Date 1215.2017 5' Scale 1/411 = 11-0i1 Plan Of Key West- B2 7 Written dimen5ion5 Shall have precedence over Scale dimensions. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 ortluaat- Jacksonville, FL 32223 Florida Design, >lnc. 904.260.3 319 E�pKE DGl PLACE SHINGLES 3/8" OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4" WIDT OF ASPHALT PLASTIC ROOF CEMENT AK MTL EAVE DRIP TRIM 6"-7" FROM END OF FIRST SHINGLE TRIM TABS FROM ALL STARTER COURSE SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT �� ' & EACH OTHER IN A 4" WIDT OF ASPHALT PLASTIC ROOF i! CEMENT i NON -CORRODING �� ' PLACE SHINGLES 3/8" MTL EAVE DRIP OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE FIRST COURSE 11-1/2" to 12-1/2" 11-1/2" to 12-1/2" "to 1-112" — � — — — — — -'!- " to 1-1/2"_L 0 0 0 �7■ SHINGLE NAILING ROOFING DETAILS N.T.S. NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURER FOR USE ON LOW SLOPE ROOFING PROJECTS ROOF TRU55EE OPT. PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE VENT STACK, SEE PLUMBING, FOR SIZE & LOCATION PREFORMED FLEXIBLE BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE @ BASE INSTALL SHINGLES OVER FLANGE @ HEAD FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" OSB OVER PRE -ENG WD TRUSSES ROOF WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/ 15# FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATHER BARRIER OVER VINYL STUCCO STOPIWEEP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL_ FLASHING DETAIL - STUCCO N.T.S. NOTES: BASE LAYER: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING i17ACH WITH 2" NA115 OR SCREWS FLASHING OVER FLANGE AT HEAD ONLY VENT STACK FLASHING DETAIL N.T.S. ROOF WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/ 15# FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATHER BARRIER OVER VINYL STUCCO STOPIWEEP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL_ FLASHING DETAIL - STUCCO N.T.S. BASE LAYER: WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER i17ACH WITH 2" NA115 OR SCREWS BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE =ACE LAYER 1 WITH STARTER STRIP I I EXTEND 15# ROOFING FELT _ UP WALL 7" MIN. ZI z 5x5 METAL FLASHING OVER 77 —ROOFING FELT (NAIL TO ROOF - w DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL L INSTALL WITH ROOF CEMENT ROOF CEMENT \ r SHINGLE ROOFING _ 11 WALL FLASHING DETAIL - LAP SIDING N.T.S. SUBFASi,L°—� �� BASE LAYER: 5/8' OENOC'LA55 FIREGUARD SHEATHING i17ACH WITH 2" NA115 OR SCREWS NO VENTS ARE N LOWED =ACE LAYER 5/$ DEN5GLAS5 FIREGUARD r*EATHING 4TTACrEO WITH 2" MIN. SCREWS OR NAILS, ® 24"O.C. OFFSET JOINTS IN BASE AND FACE I AYER 24" NOTE: DESIGN BASED ON GA FILE. !lo -RC 2602 SECTION - (1) HOUR FIRE RATED (UNDE;�5IDE ONLY) SOFFIT AS NEEDED THIS DETAIL ONLY ARP:GABLE WHERE 5 Am;OIN DLSTAtC OF oVERHANG-15 LE55 THA! 5 AFID MORE THAN 2 FROM ! ?OPERTY LII ALTERNATE: RATED SOFFIT ASSEMBLES WHICH MEET UL 5TANDARD5 FOR (1) HOUR FIRE RATING ARE PERMUTED 2x4 BI OCKING REQUIRED AT PANE1_ ,UWS NO VENTS ARE A!.LOWED VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT BARRIER OSB OVER PRE -ENG WD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFING OVER _ UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER -- SHINGLES AT BASE 7/16" OSB OVER PRE -ENG WD TRUSSES5. t� NOTES: -- i— 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS- WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER I MANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CV FINISH ASSEMBLY LAP BARRIER OVER NAILING FLANGE VINYL DRIP/WEEP SCREED 5"x5" METAL FLASHING I FLASHING (SEE 6"/M/NV DETAIL) Z EXTEND KICK -OUT 2" n i BEYOND FASCIA 6� FELT UNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WATER TIGHT WALL/KICKOUT FLASHING DETAIL SEAL N.T.S. ROOF TRUSSES SECTION - (1) HOUR FIRE RATED BASE IAYER: 5/8" DEN5GLA55 FIREGUARD SHEATHING ATTACH WITH (2)1 +T-YPE "M DRYWALL SCREWS FACE LAYER: 58" OEN5GLA55 FIREGUARD SIHEATFM ATTACHED WITH 1j' TYPE'G" DRYWALL SCREWS 0 12"O.C. -OFFSET JOINT5 IN BASE AND FACE LAYER 24" NOTE: DESIGN BASED ON GA F1 E W. RC 2602 ONLY) SOFFIT AS NEEDED ALTO NATE: RATE SOFFIT ASSEMBLES WHICH MEET UL 51 ANDARD5 FOR (1)HOUR FIRE ATING ARE PERMITTED v LINE OF API BARRIER OV APPLY 3/&' NC CONTINUOUS BEAD SEALANT AT JAMBS & HE OR APPLY TO BACK WINDOW NAILING FLANGE LINE w/ PR.E-PUNCH HOLES OR SLO INSTALL 4' WIDE SELF -ADHERING MEMBRANE FLASHING- OVER14AILING FLANGE HEAD � EXTEND SELF -ADHERING MIN.., MEMBRANE FLASHING 1' MIN. BEYOND JAMB FLASHING NOTE: 1. WINDOW INSTALLATION & FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A -i EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED. I 2. IT IS THE INSTALLATION CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING: SEALANTIFLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE - POP. SE WtPoE! J WEA` AT STALL WINDOW LFVEL & SQUA IUFACTURERS W INSTRU FOLD WEATHEF DOWN &TAPE CUT & ACROS! WINDOW FLASHING INSTALLATION DETAILS N.T.S. APPROVED WEATHER BARRIER OVER WD SHEATHING LINE OF DOOR OPENING CUT WEATHER INSTALL 4' WIDE 9ELFADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" FOLD WEATHER BARRIER IN AND AROUND JAMBS STEP 4 DOOR FLASHING INSTALLATION DETAILS N.T.S. STEP 2 1ECHANICALL` INED EDGE (CA ALES) IF REO! 3HING MAHUH INSTAL LF -ADHERING IEMBRANE FLA EXTEND FLA! JAMS VE INSTALL DOOR PLUMS, LEVEL & SQUARE PER MANUFACTURER WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT CORNERS & FRONT EDGE OF THRESHOLD NOTE: AT UNPROTECTED DOORS, BOTTOM 114th OF IAMBS SHALL BE COMPOSITE, P.T. OR OTHER DECAY RESISTANT MATERIAL SEAL WINDOW FRAME TO INSIDE OF R.O. WITH SEALANT AT S&L ANDA MINIMUM 12' UP BOTH JAMS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) INTERIOR VIEW STEP 3 KIVEKSIDE HOMES �r Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 140 Atlantic Beach Country Club Spec Home Flashing Details 1645 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 12.15.20176 Scale 1/4it = 11-011 of Plan Key West- B2 Written dimen5ion5 Shall have precedence over Scale dirrlen5ion5. Contractors Shall verify and be responsible for dirrlen5ior5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: S�it� i02 - - :`=�hcast ,�aC�iS011v��' Fi, 32223 Florida D:=�, Inc. 804.260.3319 FASCIA METAL F01, STUCCO, EIFS, 0F, SIDING RUN METAL LATH TO EDGE 4" 1 YS" TO OF THE HORIZONTAL SURFACE E GRAVEL STOP PLI-DEK SYSTEM ICC -ES ESR -2097 5/8" MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" 19mm (34") MIN. FASCIA TO WALL TO DECK FLASHING INTERSECTION �- MIN. 26 GAUGE GALVANIZED BONDERIZED `V SHEET METAL ' WOOD 5LOCKING OR PLYWOOD EXTENSION MAY VARY ACCORDING TO FASCIA APPLICATIONS — 5TIUCCO/E1F5 BITUTHANE / BUILDING PAPER BUILDING PAPER LU E GALVANIZED (DIPPED) EXPANDED FOR SIDING O�wO �w�w �< � CAULK IN51PE AND BUILDING PARER TO E=U) OUTSIDE FASTENER5 'n O.C. MAX QDz�� FLASHING FASTENER FATTEKN FOR METAL LATH 76mm (3") O.C. IN THE FIELD (12 STAPLES PER SQUARE FOOT) PLYWOOD SEAM COVERED 1N 2" WIDE SEAM PAPER AND STAPLES 1 �' O.C. 25mm (1112") O.G. ON OVERLAP°ED LATH SEAMS EXTENSION METAL TO BE INSTALLED BEHIND DECK TO WALL FLASHING 4" AND PRE CAULr.ED BUILDING PAPER TO OVERLAP 4" MIN. BUILDING PAPER 10 BE INSTALLED BEHIND SHEET METAL 01HIS POINT MIN. 2" 50mm (2") D.C. AROUND PERIMETER NOTE: WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER (PLYWOOD SEAMS) STAPLE EVERY 11/2" O.G. OVERLAP LATH 19mm (3/4') min. TU13E STEEL DECK KAIL URETHANE CAULK JOINT - (TO DE MAINTAINED) PLI-DEK SYSTEM ICC -E5 ESR -2097 EXTENDS UNDER POST 5/8" MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" FCE NAIL (A MIN. OF 1 10 NAILS PE'Z SIDE) AT THE FLASHING -ON E .CH SIDE OF POST LASHING I5 SECURI 0 SUBFLOOR WITH N ALL SIDES GALVANIZED, '< INSTALLED ON ALL CORNERS OF THE POST AND NAILED TO THE SUBSTRATE 1/8" - 3/16" GRAVEL STOP 26 GAUGE GALVANIZED BONDEKIZED SHEET METAL FLASHING BA5E PLATE AS REQUIRED STRUCTURAL PLANS STEEL POST PER STANDARD GUARDRAIL PANEL 5/6" MIN EXT GRADE PLYWOOD SLOPE 1/4"x 12" APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH COAT, THE PLI-DEK SYSTEM TERMINATES AT THE BASE OF RISER. SEALANT WILL NEED TO BE MAINTAINED "'LI-DEK SYSTEM ICC -ES ESR -2097 THRU-BOLTS OR LAG BOLTS PER STRUCTURAL PLAN BLOCKING AS REQUIRED PER STRUCTURAL PLANS BEAM5 MAY OCCUR DOST FLASHING POST — (P�R PLAN) N ETCH F05T 1/2" DEEP C 3" A;OVE DECK SHT'G AROJND P YIMETER OF POST P R STRUCTURAL 26 GA. DONDERIZED 2 -PIECE SHEET METAL SADDLE MIN. 4" LAP FULLY B .DDED IN SEALANT (A , -L 4 SIDES OF POST TO BE SHEETING ','PLY MANUFACTURER ZECOMMENDED JOINT SEALANT 3EH1ND FLASHING AND °,T THE TOP OF THE =LASHING. APPLY MANUFACTURER RECOMMENDED JOINT SEALANT AFTER COMPLETION OF THE PLI-DEK BA5E COAT AROUND BASE OF POST. PLI-DEK SYSTEM TERMINATES AT THIS POINT G586 TO BE COATED ON ALL VERTICAL FLASHING 1x4 NOTCHED" WOOD TRIM AROUND PERIMETER OF BASE (OPTIONAL) —SEALANT PLI-DEK SYSTEM ICG -ES ESR -2097 POST CONNECTION PER STRUCTURAL FLOOR JOIST OR DLK'G - CONNECTION POST PER STURCT. --------------- "MAY APPLY GU80 BASE COAT AT POST BASE TO DIVERT WATER DECK TO WALL FLASHING E GALVANIZED (DIPPED) EXPANDED FOR SIDING E E � CAULK IN51PE AND BUILDING PARER TO N OUTSIDE FASTENER5 'n O.C. MAX (FASTENERS PER FLASHING FLASHING- TO THE EDGE STRUCTURAL) MIN. 2"X6", 26 GAUGE EXTERIOR GRADE BA5E PLATE AS REQUIRED STRUCTURAL PLANS STEEL POST PER STANDARD GUARDRAIL PANEL 5/6" MIN EXT GRADE PLYWOOD SLOPE 1/4"x 12" APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH COAT, THE PLI-DEK SYSTEM TERMINATES AT THE BASE OF RISER. SEALANT WILL NEED TO BE MAINTAINED "'LI-DEK SYSTEM ICC -ES ESR -2097 THRU-BOLTS OR LAG BOLTS PER STRUCTURAL PLAN BLOCKING AS REQUIRED PER STRUCTURAL PLANS BEAM5 MAY OCCUR DOST FLASHING POST — (P�R PLAN) N ETCH F05T 1/2" DEEP C 3" A;OVE DECK SHT'G AROJND P YIMETER OF POST P R STRUCTURAL 26 GA. DONDERIZED 2 -PIECE SHEET METAL SADDLE MIN. 4" LAP FULLY B .DDED IN SEALANT (A , -L 4 SIDES OF POST TO BE SHEETING ','PLY MANUFACTURER ZECOMMENDED JOINT SEALANT 3EH1ND FLASHING AND °,T THE TOP OF THE =LASHING. APPLY MANUFACTURER RECOMMENDED JOINT SEALANT AFTER COMPLETION OF THE PLI-DEK BA5E COAT AROUND BASE OF POST. PLI-DEK SYSTEM TERMINATES AT THIS POINT G586 TO BE COATED ON ALL VERTICAL FLASHING 1x4 NOTCHED" WOOD TRIM AROUND PERIMETER OF BASE (OPTIONAL) —SEALANT PLI-DEK SYSTEM ICG -ES ESR -2097 POST CONNECTION PER STRUCTURAL FLOOR JOIST OR DLK'G - CONNECTION POST PER STURCT. --------------- "MAY APPLY GU80 BASE COAT AT POST BASE TO DIVERT WATER DECK TO WALL FLASHING GALVANIZED (DIPPED) EXPANDED FOR SIDING METAL LATH 2.4 M X.69 M (96" X 27") OVERLAPPED 19 MM (3/4") AT EDGES BUILDING PARER TO WALL FLASHING FRAMING 410 MM (10') LAP OVER METAL O.C. MAX OVERLAP LATH ON TH FLASHING FLASHING FLASHING- TO THE EDGE MIN. 2"X6", 26 GAUGE EXTERIOR GRADE GALVANIZED, BONDERIZED MIN WITH 3.2 MM (1/8") i. METAL GAP BETWEEN SHEETS WEEP -SCREED FLASHING THE PLI-DEK SYSTEM ICC -ES ESR -2097 TERMINATES AT THIS 17 POINT Z z oS o K O =� tf; N 50mm (2")MIN 5/8" MIN. EXT GRADE APPLY MANUFACTURER'S KECOtv1MENDED PLYWOOD JOINT SEALANT AFTER COMPLETION OF (3/4" RECOMENDED) PLI-DEK FINISH COAT SLOPE 1/4" PER 12" DECK FLAN VIEW 2.5 LBS/SQ.YD. GALVANIZED (DIPPED) EXPANDED DECK TO WALL FLASHING METAL LATH 2.4 M X.69 M (96" X 27") OVERLAPPED 19 MM (3/4") AT EDGES WALL FLASHING FRAMING 410 MM (10') THRESHOLD O.C. MAX OVERLAP LATH ON TH FLASHING FLASHING- TO THE EDGE OF THE DECK SURFACE EXTERIOR GRADE PLYWOOD 16 MM (5/8") MIN WITH 3.2 MM (1/8") GAP BETWEEN SHEETS STAIR FLASHING OFFSET METAL LATH EDGES 152 MM (6') MIN FROM PLYWOOD SEAMS POST & RAIL EDGE FLASHING THRESHOLD FLASHING DOUBLE FLASHING FOR 50 TO 152mm (2" TO 6") STEP-UP CAULK BETWEEN FLASHING AND THRESHOLD, A5 WELL AS BETWEEN DOOR JAMB AND THRESHOLD CAULK BETWEEN FLASHING AND COMPRESS TOGETHER THRESHOLD FLASHING APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH COAT. THE PLI-DEK SYSTEM MIN 3" TERMINATES AT THE BASE OF RISER GALVANIZED BONDERIZED DECK FLASHING MIN 2" ON DECK AND HEIGHT DEPENDS ON R15ER SIZE OVERLAP WALL TO DECK FLASH YON EITHER SIDE. ICG EK SYSTEM -D5 ESR 209x7 MIN 2" 5/8" MIN. EXT. GRADE PLYWOOD ( 3/4" RECOMMENDED) SLOPE 1/4" PER 12" IVER.SIDE HOMES N :build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 140 Atlantic Beach Country Club Spec Home Flashing Details 1645 Maritime Oak Drive Atlantic Beach, Fl. 32233 77 Drawn By ARJ Sheet Date 12.15.20177 Scale 1/4" = 1'-0" Plan of �KeyWest- B2 7 Written dimen5ion5 Shall have precedence over Scale dimensions. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12527 San Jose Blvd Suite 702 - � oitheast Jael�sonville, FL 32223 Flori.ia Design. Inc. X04.250.3319 r)ESIGN SPECIFICATIONS: I,roject has been designed in accordance with the 6th Edition (2017) Florida Building node, Residential, and the Florida Building Code, Existing Building (as applicable). DESIGN CRITERIA: Wind Design Method ASCE 7-10 Basic Wind Speed: 130 mph Building Risk Category: II Wind Exposure: B (Enclosed Structure) Building Classification: Residential Building Type: Type V Construction Wind -Borne Debris: NOT located in the wind-borne debris region Unless otherwise noted, project site considerations shall be the responsibility of the not be limited to rcontractor. Exam les of such items include butshall owner and/or , Examples r special determination of grade elevations, drainage features, and spec requirements associated with FEMA flood hazard and/or DEP zones. DESIGN DEAD LOADS: Floors: The design floor dead load of 12 psf assumes a floor system utilizing wood decking or wood subflooring over wood truss, wood 1 -joist, or solid sawn lumber framing. The floor covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be notified if the floor coverings differ from the noted assumptions Roofs: Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) Concrete or Clay Tile: 15 psf Refer to Architectural Plans for Roof Covering System DESIGN LIVE LOADS: Floors: Exterior Balconies Exterior Decks: Stairs: Garages: All Other Areas: Attics: Without Storage: With Limited Storage: With Storage: Roofs: Less than 4:12 slope: 4:12 slope or greater: DEFLECTION CRITERIA: 40 psf 40 psf 40 psf (or 300 Ib point load) 50 psf (or 2000 Ib point load) 40 psf 10 psf 20 psf 30 psf (fixed stair access) 20 psf 16 psf Walls: Wind loads with plaster or stucco finish: L/360 Wind loads with other brittle finishes: L/240 Wind loads with flexible finishes: L/120 or L/180* L/180 for exterior walls with interior gypsum board finish. Floors: Live Load: L/480 * Total Load: L/240 * Increased floor stiffness may be required by floor covering manufacturer Roofs: Live Load: L/240 Total Load: L/180 All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's requirements. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) ector Fastening Schedule Pos Neg Pos Neg MITEK/USP ID FL # Fasteners Fc =750 psi 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 200.1 to 500 sf 14.71--17.4 14.7 -16.3 Soffit Design Pressure 1 18.3 -24.51 18.3 -19.8 Base Uesign Pressure lb. bU Cil.pl = 2V. 10 TYPICAL EDGE STRIP (5) a=5.0' TYPICAL INTERIOR ZONE (4) GENERAL NOTES: 1. The scope of these plans is limited to the structural requirements of this project. Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements are not addressed in these plans. 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in conformance with all requirementsof the authorities having jurisdiction over this type of construction and occupancy. 3. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. 4. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 5. The contractor shall supply, locate, and build into the work all inserts anchors angles, , plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. 6. All details and sections shown on the structural drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where indicated otherwise. 7. Refer to the structural drawings for all structural details and sections. The contractor shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work. 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. CONCRETE: 1. All concrete work shall be in accordance with "Building Code Requirements for Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301. 2. All concrete shall have the following minimum compressive strength at 28 days: Slabs on grade, footings, and mist. concrete: fc=2500psi Structural slabs, walls, beams and columns: fc=3000psi Designated radon zones only - all concrete: fc=3000psi 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or other substances that are deleterious to concrete or steel reinforcement. 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural drawings. 7. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with "Standard Tolerances for Concrete Construction and Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, or fibermesh reinforcement shall be used with a minimum fiber length of 4" to 2" complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per cubic yard in accordance with manufacturer's recommendations. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and other deleterious material. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection shall be provided in accordance with applicable code requirements. If soil treatment is used, the treatment shall be done after all excavation, backfilling, and compaction is completed. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be 0 compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density -0" below the bottom of he footing. ASTM D1557 for a depth of at least two feet 2 t 9 11. The following minimum concrete cover shall be provided for reinforcement: 3" Concrete cast against and permanently exposed to earth 2" Concrete exposed to earth or weather 1 '/V Concrete not exposed to earth or weather 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars: 21" minimum #5 bars: 26" minimum #6 bars: 32" minimum 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing steel. Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. MASONRY: General: 1. All masonry work shall be in accordance with "Building Code Requirements for Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI 530.1-13 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11 ". 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in brick veneer. 4. The contractor shall be responsible for the desigii and installation of all flashing. Concrete Masonry (CMU): 1. Concrete masonry units (CMU) shall be ASTM C90-14, Hollow Load -Bearing Concrete Masonry Units, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars: 20" minimum #5 bars: 25" minimum #6 bars: 30" minimum 3. Grout all cells containing vertical reinforcement in 5-0" maximum lifts. 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall height exceeds 5'-0". 5. Beam reinforcement shall be continuous across control joints. Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings reater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 3/4' galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening - " then pp g g e ope ng exceeds 6' O t e the steel angle shall be attached to the wood framing with Y8' x 3" lag screws @ 12" o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM 8695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall be provided by others. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: n r l Metal Con ector Fastening Schedule E=2,000,000 psi Simpson ID JIFL # MITEK/USP ID FL # Fasteners Fc =750 psi Anchorage (U.O.N.) A35 10446.1 MPA1 17244.23 (12) 0.131" x 1Y2" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) .162" x 2Y2" or (12) 0.162" x 3Y2" 5/8" w/ 7" embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) .162" x 2'h" or (12) 0.162" x 3Y2" 5/8" w/ 7" embed CS 16 10852.2 RS150 17244.27 (11) 0.148" x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0.148" (6) 0.148" x 1'/2" into studs x 1'/2" into double plate n/a DTT2Z 10441.1 DTB-TZ 17219.1 (8)' t' x 1'/z" SDS '/z" w/ 4'/2" embed (mono) & 7" embed (stem) GBC 10861.3 HC520 N/A (5) 0 (7) 0 131" x 1'/2" into gable brace 131" x 21/2" into double plate n/a H2.5A 10456.3 n/a: use RT7 17236.11 (5) 0 131" x 2'/2" in each end - (10) total n/a H2.5T 10446.8 n/a: use RT7 17236.11 (5) 0.131" x 1'/2" in each end - (10) total n/a H3 10456.3 RT3A 17236.11 (4) 0.131" x 2Y2" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 (8) 0 131" x 2'/2" in each end - (16) total n/a H8 10446.8 RT8A 17236.11 (5) 0 148" x 1'/2" in each end - (10) total n/a HDQ8 10441.3 n/a: use UPHD8 17219.6 (20) Y4" x 3" SDS 7/8" w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14) /4' x 2'/2" SDS 5/8" w/ 7" embed (mono) & 12" embed (stem) HDU8 10441.4 PHD6 17219.4 (20) Y4" x 3" SDS 7/8" w/ 12" embed HETA16 14473.3 HTA16 17680.4 (10) 0.148" x 1'/2" 4" embed HTS20/24/30 10456.6 HTW20/24/30 17244.8 (10) D.148" x 3" in each end - (20) total n/a HTS M16/20 11473.12 HTWM16/20 6223.2 (8) 0 (4)' (4)' 148" x 3" into wood �' x 2Y4" Titen into CMU " x 1%" Titen into concrete n/a HTT4 11496.6 HT174 17324.2 (18) .162" x 2'/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) HTT5 11496.6 HTT5 17324.2 (26) .162" x 2Y2" 5/8" w/ 7" embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 (12) .131" x 11/2" n/a LSTA18 10852.6 LSTA18 17244.18 (7) 0 148" x 3" in each end - (14) total n/a LTS12 10456.7 LTW12 17244.8 (6) 0 148" x 3" in each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 (9) 0 148" x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 (9)0 (5)' (5)' 148" x 3" into wood " x 2' Titen into CMU " x 13/4" Titen into concrete n/aY4 MSTA30 10852.9 MSTA30 17244.18 (11) J. 148" x 3" in each end - (22) total n/a MSTA36 10852.9 MSTA36 17244.18 (13) 1148" x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) (8)' (8)' .148" x 3" into wood " x 2'/4" Titen into CMU " x 1%" Titen into concrete n/a MTS12/20 10456.8 MTW12/20 17244.8 (7) 0 148" x 3" in each end - (14) total n/a MTSM16/20 11473.12 HTWM16/20 6223.2 (7) 0 (4)' (4)' 148" x 3" into wood " x 2'/4" Titen into CMU "x 1% Titen into concrete n/a PA51 13326.4 TA51 N/A (14) 1162" x 2Y2" or (14) 0.162" x 3'/2" 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 (12) .148" x 1Y2" n/a SSP 10446.1 RSPT6 17244.29 (4) 0 (3) 0 148" x 1 Y2" into studs 148" x 1'/2" into double plate n/a STHD14 13326.7 STAD14 17230.3 (30)0.148" x 3'/4' 14" embed Notes: 1.) All connectors manufactured by Simpson Strong -Tie or MITEK/ 2.) Mono = monolithic concrete; stem = masonrystemwall or bond 3.) Anchorage refers to threaded anchors with noted diameters ar SP (U.O.N.) beam d embedment depths Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings reater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 3/4' galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening - " then pp g g e ope ng exceeds 6' O t e the steel angle shall be attached to the wood framing with Y8' x 3" lag screws @ 12" o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM 8695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall be provided by others. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: n r l LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 13. Fasten plies of 1 %" wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131"x3%" nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3'/4' nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6 3/4" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53i F =35 ksi) s) 2. All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACID pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM All 53, Class C, or ASTM B695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. U C C V C L V R CL a: a Cf. C .E - cf. v CL z c Cc rr: cc C7 c aD m C: a c w v (D U) OFFICE CY a C: m aD I= REVIEWED FOR CODE COMPLIANCE W CITY OF ATLANTIC BEACH a SEE PERMITS FOR ADDITIONAL N REQUIREMENTS AND CONDITIONS oo O i n r l i v � 00 N I D N Cl) E j ^ J O w U i 's LU c J -- ' J O Z c O c' Y 2) U a � Cn �Tl W O = N i Cn w L r` co (n M ~� n m UJ N UJ Z o F-� r / � Co - ' =)I D1r�Tl ^ O =) N Q co w co OR CD J M rn O _ w �r 0 FLORIDA C.A. NUMBER: 25846 PS \� ••..• Gj' • •• his �-f= ' « w �s rr�rrtHrrq ur gr)r�18�"� FLOYD S. SIMPSON, PE FL PE No. 50791 OMMENTS: M J V w F_ Z 0 V U W La M m = V m 0 Z � _J W LU Q W Ur ~ W W_ p J U a JOB NUMBER: 17_2227 COUNTY NTS DO NOT SCALE THIS DRAWING RELEASE DATE: 02-01-18 DRAWN BY: DJM CHECKED BY: FSS TITLE: GENERAL NOTES SHEET: C? a) LO O V' 0 STEMWALL 50'-0" !til N 19'-0" 0 00 0 zo bo T-8" 2'-22" 12' -OZ" -30"x 30"x 12" PAD FOOTING WITH (3) #5 EACH WAY SEE DETAIL "P" ON SD -1 p p ------------------- I — — — — — — — — — — — — — — — i I I I I I I I I Q I I SD-2,FI I ao 13'-1" VHI"VR DHI'RRICf-, U-JVCRIIVV CLEAN AND COMPACTED FILL. SPECIAL EMBEDDED STRAPS k `` ` ''� REQUIRED AT "NARROW WALLS" SEE DETAIL "A" ON SHEET S-3. k .. 7'-6" I I F_ o_ H I I N 1 I SD 1 I I � I I I I I I I I .7 I I I I I I I I I JI I — — — — FOUNDATION PLAN 9'-0" 31'-0" 9'-6" 50'-0" 3-0" L SD - T -6" NO WON PAVERS BY OTHERS 30"x 30"x 12" PAD FOOTING WITH (3) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 19'-0" NOTE: CONTINUOUS FOC ACROSS GARAGE DOOR OPENING 0 CV M 0 co CV c c o i Lo )Lo u N 1_"1 N m E: .i r In � O O c) cn w +m j U a � CJ = SUGGESTED CONTROL JOINT LOCATIONS = DENOTES TWO STORY r F I C E C O """"""' FOOTING CONDITION ;ONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. � � l Lo )Lo u N 1_"1 N m E: J O E.L. U r In � O O c) cn w +m j U a � O = W N � N Lu F- =) co Q0 T ^ N w j o zEL fI E.L. N Q co H W L7 cc� p o J p) O OO r FLORIDA C.A. NUMBER: 25846 o OW o.5 S7 OF '4 its 02-01-18 FLOYD S. SIMPSON, PE s FL PE No. 50791 COMMENTS: "s f f) ) i s i ) ) s S 3) 3 3 S 3 n ) 3 a ) 3 ) 0 u 3 3 6 0 6 u r _a 3 U D mU W U Z 6 O n U N Q a W W � m G n v Q U) 'J ll v � W r L u Q U r z w_ � J yr7DO � d y 2227 COUNTY: DUVAL L 2 = 1'-0" (U.O.N.) QOT SCALE THIS DRAWING = RELEASE DATE: 02-01-18 U C DRAWN BY: DJM m C CHECKED BY: c FSS L TITLE: a) FOUNDATION PLAN a� n = SHEET: DO FASTEN SHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0.131" x 2/2" NAILS AT ALL LOCATIONS (U.O.N.) FASTEN PLATE TO HEADER wl (2) ROWS OF 0. 131 " x 3 X" @ 3" 0. C. MINIMUM (2) STU MINIMUM %s' RATED SHEATHING NAIL BLOCKING TOGETHER w/ (3) EVENLY SPACED 0.131"x3Y4" STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) %" EPDXIED ANCHOR BOLT w/ 7" MIN. EMBEDMENT w/ MINIMUM 2" x 2" x %6" PLATE WASHER HEADER (AS NOTED) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE (MAXIMUM 10' HEIGHT) - MINIMUM (3) 2x4 FLATWISE REQUIRED AT TOP OF OPENING WITH RAISED HEADER. MSTA30 STRAPS (2) STUDS NOTE: SHEATHING ONLY SHOWN FOR NARROW WALL SECTION REMAINING SHEATHING NOT SHOWN FOR CLARITY STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) 4 ° II as° 4 CONCRETE FOOTING La PER FOUNDATION PLAN a a � a —� ° A - DETAIL - NARROW WALL METHOD 11 FULL HEIGHT WALL SHEATHIN@jl CONT. 2 SPANS 2 1 3" x 9 1" LVL 2 2x6 HEADER HOL )OWN HOLDOWN� i 2 J 1 K , �— 21 �HOLDOWN TYPICAL ALL EXTERIOR WINDOW DOOR OPENINGS HOL ti- LSTA1 2x6 FRAMED WALL x CD Lu x J J = J co a = o of F_ LU a � w � = a g g � o X 0 0 (4) 2x6 BUILT-UP POST (MIN.) WITH DTT2-Z AT SILL LSTA18 EACH END OF HEADER HTT5 HOLDOWN13 HOLDOWN III (2) JACKS IILSTA18 MIN. III(2) 2x6 BUILT-UP (4) 2x4 BUILT-UP POST (MIN.) POST (MIN.) WITH DTT2-Z AT SILL m _ - BM1 SHEATH WALL WITH II III MINIMUM $" SHEATHING NAILED AS SW -6 m :......... III III HTT5 HOLDOWN E� El— — ...... : I............ I I III (4) 2x4 BUILT-UP (4) 2x4 BUILT-UP POST (MIN.) POST (MIN.) WITH nTTDJ AT CII 1 I I II I �I U - II Ii III I) (4) 2x4 BUILT-UP POST (MIN.) n I QLLL cf) ILLJ N n N M = z N j \_(2) ' J O w z O c) i / JACKS o =�iEMIN. U L W O = CV O w � M IL CV W �t x CD Lu x J J = J co a = o of F_ LU a � w � = a g g � o X 0 0 (4) 2x6 BUILT-UP POST (MIN.) WITH DTT2-Z AT SILL LSTA18 EACH END OF HEADER HTT5 HOLDOWN13 HOLDOWN III (2) JACKS IILSTA18 MIN. III(2) 2x6 BUILT-UP (4) 2x4 BUILT-UP POST (MIN.) POST (MIN.) WITH DTT2-Z AT SILL m _ - BM1 SHEATH WALL WITH II III MINIMUM $" SHEATHING NAILED AS SW -6 m :......... III III HTT5 HOLDOWN E� El— — ...... : I............ I I III (4) 2x4 BUILT-UP (4) 2x4 BUILT-UP POST (MIN.) POST (MIN.) WITH nTTDJ AT CII 1 I I II I �I U - II Ii III I) (4) 2x4 BUILT-UP POST (MIN.) HOLDOWN HTT5 • HOLDO / HOLDOWN \ SW -3 ANCHOR.BOLTS:@ 24"O.C. ................ 2 2x10 HEADER 2J 1K III II III :::......... LSTA18 EACH END III LSTA18 EACH END- .' OF HEADER III OF HEADER L 5 HTT5D N HOLDOWN III 2 2x10 HEADER SW -3 2 2x10 HEADER SW -3 2 2x10 HEADER SW' III 2J 2K 2J 2K 2J 2K III7SD III III �jIII III III III m�p us IIIUJ III a UJ Q III III III IIIaf X III III X N III III -- N III III �" III III III III III III (3) 2x12 TREATED (3) 2x12 TREATED (3) 2x12 TREATED BEAM BEAM BEAM ALL LAYOUT -FIRST FLOOR MAE J (2) 1 2"x 11 4" LVL L J 7 CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON S-3) (3) 2x6 BUILT -U POST (MIN.) ALIGNED WITH POST ABOVE. BALLOON FRAME WALL WITH 2x6 STUDS @ 8"O.C. NOTE: EACH EXTERIOR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 %" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 YB" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. HOLDOWN 1. INSTALL (�j MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 18.4 psf ± ri NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) O = %" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) O = HOLDOWN (AS NOTED) INSTALLED AT SILL SHEARWALL LEGEND: NON-BEARING WALL BEARING WALL SW -6 O = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2Y") NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SW -3 _ D = SHEARWALLS FASTENED WITH 8d COM (0.131 "x 2 %") NAILS @ YO.C. ON EDGES AND 12"O.C, ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL BE NAILED @ 3"O.C. TOP AND BOTTOM PER DETAILS "A" & "B" ON SHEET SD -3- U.O.N. WOOD FRAMED HEADER LEGEND: SIZE OF HEADER 2 2x HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2x6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER. ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) II V _t= V. z Cc a v t t - c U. a c In m n I �U) 00 n N M A !_ j J O IL U J _ ' J O w z O c) i / cn w U 0 Q .vii U L W O = CV O w � M CV W �t f � I 0 cD � CV O i I 0 0 J O� O a HOLDOWN HTT5 • HOLDO / HOLDOWN \ SW -3 ANCHOR.BOLTS:@ 24"O.C. ................ 2 2x10 HEADER 2J 1K III II III :::......... LSTA18 EACH END III LSTA18 EACH END- .' OF HEADER III OF HEADER L 5 HTT5D N HOLDOWN III 2 2x10 HEADER SW -3 2 2x10 HEADER SW -3 2 2x10 HEADER SW' III 2J 2K 2J 2K 2J 2K III7SD III III �jIII III III III m�p us IIIUJ III a UJ Q III III III IIIaf X III III X N III III -- N III III �" III III III III III III (3) 2x12 TREATED (3) 2x12 TREATED (3) 2x12 TREATED BEAM BEAM BEAM ALL LAYOUT -FIRST FLOOR MAE J (2) 1 2"x 11 4" LVL L J 7 CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON S-3) (3) 2x6 BUILT -U POST (MIN.) ALIGNED WITH POST ABOVE. BALLOON FRAME WALL WITH 2x6 STUDS @ 8"O.C. NOTE: EACH EXTERIOR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 %" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 YB" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. HOLDOWN 1. INSTALL (�j MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 18.4 psf ± ri NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) O = %" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) O = HOLDOWN (AS NOTED) INSTALLED AT SILL SHEARWALL LEGEND: NON-BEARING WALL BEARING WALL SW -6 O = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2Y") NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SW -3 _ D = SHEARWALLS FASTENED WITH 8d COM (0.131 "x 2 %") NAILS @ YO.C. ON EDGES AND 12"O.C, ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL BE NAILED @ 3"O.C. TOP AND BOTTOM PER DETAILS "A" & "B" ON SHEET SD -3- U.O.N. WOOD FRAMED HEADER LEGEND: SIZE OF HEADER 2 2x HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2x6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER. ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) II V _t= V. z Cc a v t t - c U. a c In m n 00 n N M A !_ j J O IL U J _ ' J O w z O c) i / cn w U 0 Q .vii L W O = CV W� w � M CV W �t f Z O 6) UD LL cD � CV Q i 00 C/) Cq 0 0 J O� O a L 00 FLORIDA C.A. NUMBER: 25846 \\\`\\p1N11N111[1�W I! Ufli1I11g14n oo ,aCy ENS . • �r :• E p � Q: • T C tc 1 nrlln,(LWOlilt' FLOYD S. SIMPSON, PE FL PE No. 50791 OMMENTS: m J U Z 0 U 1.1.1 LLj m m _ m Q Z �— U) W FJ– W Q Ur Lu Z W_ 0 O J C) JOB NUMBER: 17-2227 COUNTY: DUVAL SCAL %" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING ELEASE DATE: 02-01-18 [DRAWN BY: DJM CHECKED BY: FSS TITLE: WALL LAYOUT FIRST FLOOR SHEET: S�3 ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G DECKI 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN WITH BOTTOM OF T & G ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G DEC OVERHANG , EXTEND RAFTER PAST DIAGONAL 0.131"x 3" NAILS @ 8" O.0 STAGGERED ACROSS ALL INTERSECTING MEMBERS THROUGH TRUSS INTO RAFTER FROM OPPOSITE SIDES OF NOTCH RE -ENGINEERED TRUSS 3 WALL 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS TYPICAL ALL LOWER RAFTER TO ALIGN WITH EXTERIOR WINDC BOTTOM OF T & G DOOR OPENINGS PLAN VIEW CORNER HIP RAFTER DETAIL 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (Le. RAFTER IS NOT CUT OR NOTCHED) EARING WALL NGINEERED HIP TRUSS V-8" OVERHANG 34" 0.131"x 3" NAILS @ 8" O.C. STAGGERED ACROSS ALL INTERSECTING MEMBERS RE -ENGINEERED TRUSS BEARING WALL ELEVATION 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) EARING WALL PLAN VIEW RAFTER TAIL DETAIL INEERED TRUSS IF\►101 1) CS16 2i O x O 0 a awjl¢o M U 04 cn10 Q� co O U M � OJ a @) U - SSP CLIP TOP AND BOTTOM @ 32" O.C. AND %" x 4 %" SDS SCREWS INTO FLOOR BEAM BELOW @ 32"O.C. w C5 O d <V lL � U co0 M U @) o c/)o Z J Q m o v m J X U xz a o � z cn Q .............. (2) 2x6 BUILT-UP :. ............................. PC)ST_(MIN.) ............ . :...................................................................... SW -3 SW -3 SW -3 — — — III III ADDITIONAL 2 2x6 HEADER ADDITIONAL III MTS12 AT BEAM 2 J 2 K MTS12 AT BEAM w III m III o III J III M� III III III III (2) 2x12 PORCH BEAM (2) 2x12 PORCH BEAM (2) 2x12 PORCH BEAM WALL (LAYOUT -SECOND FLOOR SSP CLIP TOP AND BOTTOM@ 32" O.C. AND )/4" x 4%" SDS SCREWS INTO INTERSECTING FLOOR TRUSSES BELOW BALLOON FRAME WALL WITH 2x6 STUDS @ 8"O.C. NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM Y8" SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. NOTE: EACH BALCONY POST SHALL BE TREATED 44 POST STRAPPED TO FRAMING BELOW WITH MSTA36-Z STRAP. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. NOTES: C C 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 %" - U.O.N. 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1'/a" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS, NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) O = %" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) O = HOLDOWN (AS NOTED) INSTALLED AT SILL SHEARWALL LEGEND: = NON-BEARING WALL a a a O = BEARING WALL w �� t 0 _ SW -6 2x HEADER O = SHEARWALLS FASTENED WITH o 8d COM (0.131"x 2)/2") NAILS @ J > Z c O c' 6"O.C. ON EDGES AND 12"O.C. Y ON INTERMEDIATE SUPPORTS. O _ SW -3 E E_ D = SHEARWALLS FASTENED WITH QUANTITY QUANTITY 8d COM (0.131"x 2%") NAILS @ - 3"O.C. ON EDGES AND 12"O.C. a) ON INTERMEDIATE SUPPORTS. 2! cn SBS = SHEATH BOTH SIDES OF WALL NOTE: AT INDICATED SHEARWALL a) NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND a� SHALL BE NAILED @ 3-O.C. TOP AND BOTTOM PER SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER DETAILS "A" & "B" ON SHEET SD -3- U.O.N. a WOOD FRAMED HEADER LEGEND: o C) J C) O a INSTALLED WITH MINIMUM (2) JACKS AND SIZE a OF HEADER w �� N CV a 2x HEADER .a �(2) J > Z c O c' to Y —% f^lam � 2) < N Q � —J —K = QUANTITY QUANTITY Ci OF JACKS OF KING STUDS r` Co CO CV w o a c NOTE: a) ALL WOOD FRAMED LOAD BEARING HEADERS () o CV SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER w SYP. ALL EXTERIOR HEADERS SHALL 6E o C) J C) O a INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER. ALL Je1t►�i f �e••,GG � ••v® ''i INTERIOR LOAD BEARING HEADERS SHALL BE •: 00 INSTALLED WITH MINIMUM (1) JACK AND o (1) KING STUD. (U.O.N.) N O • i 00 �� N CV M E J O U U LJ_I J > Z c O c' Y —% f^lam � 2) < N Q � W CV C = CV I Lu r` Co CO CV w o z� HT1 () o CV Q CO I— 00 o C) J C) O C, FLORIDA C.A. NUMBER: 25846 Je1t►�i f �e••,GG � ••v® ''i �'ae� •: No. 91 E e '• AT : � e 44G OAZI 1% FLOYD S. SIMPSON, PE FL PE No. 50791 OMMENTS: m J U N Z V � Q LJJ ALJ m m 0 014 _ � m 0 Z J LLJ � a � LU Yu w Z Lu J U 0� I_ JOB NUMBER: 17-2227 COUNTY: DUVAL bUALL 4" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 02-01-18 DRAWN BY: DJM CHECKED BY F SS TITLE: WALL LAYOUT SECOND FLOOR SHEET: &�S �4 2x10 LEDGER WITH (3) d'x 3 1' SDS SCREWS INTO EACH TRUSS END VERTICAL F03 F01 LUS210-Z HANGER (TYPICAL) I 2x10 TREATED LEDGER WITH (2) a'x 3 2' SDS SCREWS INTO EACH STUD OR INTERSECTING TRUSS WEB (16" O.C. MAX.) tI 20 0 TR�ATED"JOIS- S @ 16"O.C. (TAPER UP TO 1" FOR DRAINAGE) ROOF TRUSS &FLOOR LAYOUT R J NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT O RIGHT A01 u- HTS24 -)7 III III .............. III 20 0 TR�ATED"JOIS- S @ 16"O.C. (TAPER UP TO 1" FOR DRAINAGE) ROOF TRUSS &FLOOR LAYOUT R J NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT A01 HTS24 HTS24 .0 �� LO N a) O n ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED, DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. OFFICE COPY I'l BEAM SCHEDULE BEAM I.D. BEAM SPECIFICATIONS BEAM -1 (2) 1 4"x 11 a' LVL BEAM -2 (2) 1 %4'x 20" LVL BEAM -3 (2) 1 4"x 20" LVL c � m a� c ap .0 �� LO N a) O n M E J O u a = J E O > a� z .� O c' N E / Y 2) U Q n rrY"1 n W o = G HT1 w *k w r` C/) C-) a) � c' N w d � c� o z � U) w Q c CD 00 U) o0 CD O Q 00 o � c c c� 0 a c LM cn cn a FLORIDA C.A. NUMBER: 25846 n 0 T a) I.C. �v a = No. 7, 1 = 3: E as ST F �.,. A' (> RI S f Ca 'ryS4t1 ��•����+ FL YD N, PE E FL PE No. 50791 > OMMENTS Ca C a a) a) C (a C U L O a Q) O U a) n O O C L M U) C L a a C= M vi c 2) cn 0 a ui M a) a m U) a) c ui c N a a c co vi n3 a> a vi c c 's a a) N 0 m S J 0 0 U L Z o a c O m = a CL 0 V W W C 0 m E 0 041 cn oz Ln CD 2-1 0 J W cn � Q i�LLI > W c w Y w 0 J U � CL a� c JOB NUMBER: 17-2227 COUNTY. DUVAL bUALEm /4" = V-0" (U.O.N.) Q) N DO NOT SCALE THIS DRAWING = 1 RELEASE DATE: 02-01-18 U C c a`- ID DRAWN BY: DJM c Eb CHECKED BY: FS JJ 21 TITLE: ROOF TRUSS AND 0 FLOOR LAYOUT = SHEET: X) r v S�5 MTS1 TT Q) \177 NJ1 JO D01 ®® J HTS24 III CD III III III III III ........... III III III III III III B01 III III 11,109 III C09 H2.5T w LO CV W . .......... .......... CV I J09 10 � O Im M p N � J26( 1) P, J O LL U W c' � o OR �� J1011� o O HTS24 HTS24 III CD III III III III III III III III III III III III III B01 III III 11,109 III C09 H2.5T w LO CV W OR CV I J09 10 � O Im M p N � J26( 1) P, J O LL U W c' � o OR �� J1011� o O ROOF TRUSS LAYOUT- UPPER LEVEL MTS12 TS24 El NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT B01 MTS12 MTS12 C09 H2.5T w LO CV W OR CV HTS24 SDWC 15600 M p N � C01 H2.5T J O LL U W c' � o OR > c z HTS24 SDWC 15600 Y ui r ` L VQ o J18 HANGER HTS24 ALL TRUSSES H2.5T H2.5T H2.5T -U.O.N. OR OR OR SDWC 15600 SDWC 15600 SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. U a5 c r 1 v m c cm C w LO CV W CV ) ` M p N � ^ � J O LL U W c' � o > c z E IA^Wr/I, Y ui r ` L VQ o � rT1 W ui W m C(^) VJ L C w -i- o CD N w in C7 0 J ~ co FLORIDA C.A. NUMBER: 25846 G N s — N .5 91 T OF uS ca a> a) cn m cii c a> N a> c N cu m f 02-01-18 FLOYD S. SIMPSON, PE FL PE No. 50791 a� CID J U 0 0 o Z O 0 _ .T Q U 0 U W W 0 � m = V m 42 0 Z N � J W r W U r Z w m w O J � a) JOB NUMBER: COUNTY: 17-2227 DUVAL w /„ = 1'-0" (U.O.N.) U) DO NOT SCALE THIS DRAWING = RELEASE DATE: 02 -01-18 U C C DRAWN BY: m DJM c CHECKED BY c FSS W TITLE: ROOF TRUSS UPPER LEVEL SHEET OFFICE COPY � OS -6 N U BRICK VENEER WITH 1"AIRSPACE AND WALL TIES � � l c v a) E_ Q ap BRICK VENEER WITH 1"AIRSPACE N CONT. FLASHING; PROVIDE WEEP AND WALL TIESCN HOLES @ 33"O.C. o GROUT AIR SPACE BELOW FLASHING F��� ^ w SILL PLATE CONT. FLASHING; PROVIDE WEEP I I CONCRETE SLAB HOLES @ 33"O.C. I I z CONCRETE SLAB X GROUT AIR SPACE BELOW FLASHING f - 0 o w SILL PLATE ' 44, E E \\ \\ \\ \\ Cq CONCRETE SLAB GRADE--\GRADE \\�\ \\\\\/�\///\\\�\\�\\ I BEARING POST (AS NOTED) (T1 GRADE \\ \\ \ \ ��-___ / / / r' CONCRETE SLAB N �Ir 1 ^ co // \ \\ \\ \ \\ \\ \\ 1 t CONCRETE SLAB N r ,(1) #5 CONT, ° \\ /\\//\\ \ \/� 1 #5 CONT. FL ' ° ' CONCRETE SLAB `'' IM /8 CMU STEMWALL WITH (1) #4 @ 48 O.C. H. /� \/\ \ \/\ —4— x u o o \j/. AND IN EACH CORNER. q z \ \ o�\ \\/\\ ° \\j\\j\\\ ADD 8" x 16" CMU TO INSIDE OF o GRADE ° � ° \ o -- —a-- °-� --� = --- 0-1 c' w v o \// \//\\/j FILL CELL SOLID AT EACH #4 REBAR. �ij/ , o /\/j i\/j\/j STEMWALL AT POST LOCATION WITH _ 'i�� g so�� _�____ \ o _ z CD \\ • \\�\\ HOOK REBAR 12" INTO SLAB AND 6" INTO \\\ y , /, \\//\\ • �! \\//�\ (1) #4 VERTICAL IN EACH \ ° `//\\//�\/� o Q o \i\\ \\ h ° a ° \\\\\\\\\ a f- FOOTING. \ \\ \\ /\/�\/�\� • \// // // // // // // // ��\/i\�/i\/\\/\\ \\/�\/i\ �\ - /�/ /i z \�\\• \ ° \\�`/ o cn i� /i ,/ // // ,//, (AS NOTED) REINFORCEMENT (AS NOTED) c° o opo V-8" ONE STORY - (2) #5 CONT. 1'-5" ONE STORY 3 #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) � 00 1'-8" TWO STORY - (3) #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. 1' 0" (1) #5 CONT. (AS NOTED) REINFORCEMENT (AS NOTED) 0 0 Ocu rn A SECTION -STEMWALL WITH BRICK SECTION -MONOLITHIC WITH BRICK E SECTION -PAD 'DOTING AT PORCH STEMWALL SECTION -PAD FOOTING AT PORCH THICKENED EDGE K SECTION -THICKENED EDGE P SECTION -INTERIOR BEARING PAD FOOTINGco SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 SD-1 r- ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ca 0 m c cn _ cu FLORIDA C.A. NUMBER: 25846 SILL PLATE PA51 STRAP NAILED TO GARAGE n� r a 3" MAXIMUM OVERHANG OPTIONAL � DOOR POST. BEND STRAP INTO - � (OPTIONAL) z FOOTING AS SHOWN. STHD14 STRAP NAILED TO CONCRETE SLAB CONCRETE SLAB X 2 O 0- 0 �,�l��:° �`•';=Q�s-s GARAGE DOOR POST. EMBED STRAP INTO FOOTING SILL PLATEw zca :2 =d- Q H_ AS SHOWN. _ _ ° CONCRETE SLAB o` C4 w ° �, Y \\\\\\\\ - \\ \\ \\ \\ Z #4 WITH 6" HOOK INTO FOOTING z o /\ \/\// '►�� GRADE CONCRETE SLAB z w\\\\�\\�\\ CURB HEIGHT VARIES a) : -O p ST '�' OF ; GRADE \\\ _ _ _ - = THICKENED EDGE. \\ /\\\\ CONT .•,• AND N "MINIMUM INTO / // o \ \ \ ao m / (1) #5 -•— , ° %RFs•• •...�� '.00 \/ \ (1) #5 CONT, ° , �---- o = GRADE /\\ \\ \\/\\•� / GRADE / \/8" CMU STEMWALL WITH 1 #4 48"O.C. //j,o --- E \\/8" CMU STEMWALL WITH (1) #4 @ 48"O.C. //�� ° ° \\/\\/\\/\/ O @ \ 1� AND IN EACH CORNER. v\/\/ 4 ° ° a �oj\y \ ( I ° \ // //\\//\\//\\AND IN EACH CORNER. \''//%// //% %/// �\ i, oitnrrr C? \% \%\\j� FILL CELL SOLID AT EACH #4 REBAR. Z/;\j/�\j /��j'\\ ^` '� a °° o o \/ \�//\\'FILL CELL SOLID AT EACH #4 REBAR. \HOOK REBAR 12" INTO SLAB AND 6" INTO\\/ • \\/\\/ HOOK REBAR 16" INTO PORCH SLAB a, 02-01-18 \ \\ \\\\\\ \ - AND 6' INTO FOOTING. 8' 1 #4 CONT. c FLOYD S. SIMPSON, PE FOOTING. a g ° \\ '\/\/\/\ = =41 = = O co FL PE No. 50791 \ \ \ \ ° c 6 ca 1' 8" ONE STORY 2 #5 CONT. 1' 0" ONE STORY 2 #5 CONT.\'/\\/\\/\\/\\/\\/ NOTE: 1' 8" TWO STORY 3 #5 CONT. \\�\\\j REINFORCEMENT IS NOT REQUIRED 1' 8' (2) #5 CONT. () 1' 4" TWO STORY (2) #5 CONT. 6 ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA-51 STRAP OR STHD14 STRAP (SEE DETAIL R ON SHEET SD-1) * * TO PASS THROUGH SLOTS IN STRAP.cm az B SECTION - STEMWALL SECTION - MONOLITHIC F DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION (MONOLITHIC) L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 Q ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FORADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. m 0 F SHOWER AREA r - SHOWER AREA o ` c I I---- - MONOLITHIC FOOTING o BRICK VENEER WITH 1"AIRSPACE - - L co AND WALL TIES 8" CMU STEMWALL i ca FORM EDGE CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. PLAN VIE PLAN VIEW GROUT AIRSPACE BELOW FLASHING N c BRICK VENEER WITH 1"AIRSPACE a SILL PLATE AND WALL TIES coc� a� SILL PLATE a) (1) #5 CONT. CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. FILL JOINT WITH ELASTOMERIC 6 JOINT FILLER GROUT AIR SPACE BELOW FLASHING ( ) MSTAM36-Z STRAPS 6" MIN. (1) #4 CONT. SILL PLATE � �_ a SILL PLATE X CONCRETE SLAB w ° NAIL EACH STRAP TO CRIPPLE STUD cn �CO NCRETE SLAB HEIGHT OF CURB VARIES a _, w a Q H- WITH (13) 10d COM NAILS N 6" MIN. CONCRETE SLAB z c/) -0 N - ° 2 o FASTEN STRAP TO FOUNDATION --- - HEIGHT OF CURB VARIES (8"MAX.) • z 6" MIN. 1) #4 CONT. 0 0 0 \ \ \ \ S w WALL WITH 8 %" x 2Ya" CONCRETE SCREWS u _ HEIGHT OF CURB VARIES (8" MAX.) \ \\ \ \` O a) GRADE CONCRETE SLAB GRADE //\\/��/%\j Q INTO MASONRY OR (8) �" x 1 3/a" CONCRETE GRADE \\ \\//\\/\\� /\/\/\/ CONCRETE SLAB \/\ \/\/ _ CR / / / \\\\\ \//\\ \ M = SCREWS INTO CON ETE. CONCRETE a, (1) #5 CONT. SCREWS SHALL BE POWERS "TAPPER" WITH STEMWALL WITH (1) #4 @ 48"O.C. GRADE z_ 3 ° /\\\\/\\\ - / j'�-- ////� \\�8" CMU STEMWALL WITH (1) #4 @ 48"O.C. PERMA SEAL FINISH OR EQUAL. 12 AND IN EACH CORNER. FILL LL C ELL SOLID AT EACH #4 REBAR. z _ ✓// a) / 80 \ \\ \\ 8 CMU STEMWALL WITH 1 #4 48"O.C. '? Z j//\\// /,AND IN EACH CORNER. STRAP SHALL BE COVERED WITH SIDING OR cn m \\ • ° ° \\X\\ HOOK REBAR 12" INTO UPPER COURSE OF '/\/ ' °°� `"'•//\i o'\\ °` \\/\\� O @ \\/\\/ A\//\\/� o \/ /j�/j: FILL CELL SOLID AT EACH #4 REBAR. STUCCO 4E // \•• \. \\�\� r- // � //\// AND IN EACH CORNER. \/\/ • ° � < so r\ r, _ o•\ � \ \ �` \ \ \ \\ \\ \\ \\ BLOCKS AND 6" INTO FOOTING. \/ // // // / //\//\// \\ ° ' . „ + \\�\\ ' / /\ \. \�/� �/ •/j�/ HOOK REBAR 16" INTO PORCH SLAB AND \\, \/\\/\\ \\/ FILL CELL SOLID AT EACH #4 REBAR. // // / // // //\//\// \ \/\\ 6" INTO FOOTING. NOTE: V 6 5/%\���\�/ \��%// \//jj j\ j/\ j/�j \ HOOK REBAR 12" INTO SLAB AND 6" INTO /\\ice j\\jj\j/ /\\jj\\/ \/\\ \\j\\j\\/\/ \j\/ THIS DETAIL MAY BE SUBSTITUTED FOR FOOTING. ��/\\\��\\�/' '�\//\ EITHER THE PA51 STRAP STEMWALL OR T >_ ONE STORY 3 #5 CONT. 6" \/ (STEMWALL) 1'-0" ONE STORY 2 #5 CONT. 6° THE STHD14 STRAP (MONOLITHIC). o 0- V-8" ONE STORY 2 #5 CONT. 1' 9" TWO STORY (3) #5 CONT. 1' 8" ONESTORY - (2) #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. V-8" (2) #5 CONT. Z V-8" TWO STORY - (3) #5 CONT. 1' 8" TWOSTORY (3) #5 CONT. o = C SECTION - STEMWALL AT GARAGE WITH BRICK SECTION -MONOLITHIC AT GARAGE WITH BRICK G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK R DETAIL - ALTERNATE FOR PA51 STRAP OR SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" ENGINEER FOR ADDITIONAL REQUIREMENTS. SD 1 NOTE: IF ENGINEERALL FOR AiGHT )D T ONAEEDS 48" REQUIREMENTST SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" ENGINEER FOR ADDITIONAL REQUIREMENTST SID-1 STHD14 STRAP o V Lu Lu 0 G W 0 E = m SILL PLATE 42 W Z F. U) 0 W J W (1) #5 CONT. FILL JOINT WITH ELASTOMERIC NOTE: m � Q JOINT FILLER SAW-CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) a' > O uj AS SOON AS THE CONCRETE HAS HARDENED ENOUGH � d' CONCRETE SLAB Q SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TREATED POST w SILL PLATE SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) �, _w O CN ABU__ POST BASE WITH a� J z PAVERS BY OTHERS a) U a \\\\\\\\\\\ 6" MIN, HEIGHT OF CURB VARIES (8" MAX.) CURB HEIGHT VARIES �" GALV. ANCHOR EMBEDDED CONCRETE SLAB s a, JOB NUMBER: COUNTY: FILL CUT WITH 1" DEEP x/ WIDE SAW ;" Y" = 1' 0" U.O.N. CONCRETE SLAB CONCRETE SLAB 0 2 ( ) GRADE \ \\/\\/\\ GRADE 12" (SET-XP ADHESIVE) � / / / c - 27 DUVAL 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. ' _ C.) AND IN EACH CORNER. - ELASTOMERIC R CUT AT DENOTED FILLER LOCATIONS. � DO NOT SCALE THIS DRAWING \\ : \\\\� /' ° ° �\ °— a,--- =- a-a-- ° ° W y— e�__�.4 � RELEASE DATE: // FILL CELL SOLID AT EACH #4 REBAR. o z \//\//\// //\//� \\ \\ \�o . ° ¢ <. \\ ° \ \ q _ \\ • . \�\\\ HOOK REBAR 12" INTO UPPER COURSE �j�/jam// �.• , < //\\� ° *'. �s;\// > <r / /.: 02-01-18 40 8" TALL, 12" SQUARE GROUTED OF BLOCKS AND 6" INTO FOOTING. \ \ , \, \ \ \ \ \/' \ \ \ \ \/\\ ) o CMU OR CAST IN-PLACE /j\ CONCRETE c 6" \,, /j\j/\\/ /\j;\ • PEDESTAL ON 24"X 24"X 12" PAD a) DRAWN BY: DJM FOOTING WITH (2) #5 EACH WAY V-8" ONE STOP - (2) #5 CONT. 1' 0" ONE STORY 2 #5 CONT. 1'-4" ONE STORY - (2) #5 CONT. 0) CHECKED BY: FS V-4" TWO STORY - (2) #5 CONT. 1 4' ONE STORY 2 #5 CONT. CONCRETE SLAB 2 0 OFFICE C 0 PY 1' 8" TWO STOf'Y (3) #5 CONT. 1' 8" TWO STORY (3) #5 CONT. 1'_8" TWO STORY - (3) #5 CONT. � rine FOUNDATION DETAILS N SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN T SECTION - TYPICAL SAW-CUT CONTROL JOINT U DETAIL - PAD FOOTING AT PAVER � SHEET D S SD 1 NOTE: IF STEMWALL HEIGH "EXCEEDS 48" CONTACT SD 1 SD 1 SD 1 SD-1cli SD�l ENGINEER FOR ADDITIONAL REQUIREMENTS. U C3 c � � r l � v a� G 00 N DOUBLE PLATE NOTE: REFER TO DETAIL "S" ON SD 3 FOR NAILING — JACKS AND KING STUDS (TYPICAL DOUBLE PLATE SPLICE) (AS NOTED) 48" MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT MINIMUM NAILING OF � � HEADER (AS NOTED) HEADER TYPICAL HEADER TO KING STUD CONNECTION (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL (16) 0.131"x 3" NAILS IN THIS ZONE. (SEE DETAIL "E" ON SD -2) NAILS AS NOTED PLATES WITH 0.131 "x 3" NAILS @ 8"O.C. 2x_ BLOCKING (TYPICAL) IN TABLE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED JOINT IN LOWER PLATE JOINT IN UPPER PLATE 0.131"x 3" NAILS @ 6"O.C. STAGGERED � � (3) 0.131"x 3/a" TOENAILS AT EACH TYPICAL STUD TO DOUBLE PLATE END (TYPICAL) JACK STUD JACK STUD AND KING I CONNECTION NAIL EACH SILL PLY TO KING STUD KING STUDS STUD REQUIREMENTS I (SEE DETAIL "G" ON SD -2) (SEE WALL LAYOUT) I I WITH (3) 0.131"x 3Y4" NAILS -TOENAIL OR ENDNAIL (TYPICAL) SPH4 / 6 INSTALLED HORIZONTALLY BEVEL BLOCKING AS REQUIRED FOR NOTE: NAILS MAY BE TOENAILED OR BACK \ / ( WTO MAIN FRAMING MEMBER>NIMUM 1 YY NAIL °N NAILED THROUGH KING STUD. HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 9 4" or 9 Y" LVL (5) NAILS PER PLY 111" or 11 %" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL 8 NAILS PER PLY BUILT UP HEADER WITH 0.131"x 3/a" o � r NAILS @ 12"O.C. TOP AND BOTTOM I 2x_ SPF #2 STUDS @ 16 O.C. (U.O.N.) (TYPICAL) �` < NAILING AT STUD (U.O.N.) I (2) 2x_ SILL N TO DOUBLE PLATE co NAIL EACH PLATE TO JACK STUD I SHEATHING MAY CANTILEVER UP TO �_ co o°Oo WITH (3) 0.131"x 3Y4" NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL p o OR ENDNAIL (TYPICAL) WINDOW ATTACHMENTS MUST BE p a' ANCHORED INTO 2x_ MEMBERS.00 n a -2 d D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION T SD 2 SD -2 0 DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" (U.O.N.) I 0 N APPLY SHEATHING HORIZONTALLY FOR STUCCO 7 cu FLORIDA C.A. NUMBER: 25846 JOINT IN SILL PLATE -0 W "MM09 CV M >_ APPLICATIONS, EXCEPT THAT 7/ 16 STRUCTURAL 1 21 J O 11 U ncm (3) =3w = J � (4) E o O c Z .� O c (5) O E cn w Y cm / U -0 Q 1• TO SILL PLAT IrYcn �N���I�+A Q W o = _ L I�1 CV Lu � Wcn m INSTALLED VERTICALLY. N CV w v z BUILT UP HEADER WITH 0.131"x 3/a" o � r NAILS @ 12"O.C. TOP AND BOTTOM I 2x_ SPF #2 STUDS @ 16 O.C. (U.O.N.) (TYPICAL) �` < NAILING AT STUD (U.O.N.) I (2) 2x_ SILL N TO DOUBLE PLATE co NAIL EACH PLATE TO JACK STUD I SHEATHING MAY CANTILEVER UP TO �_ co o°Oo WITH (3) 0.131"x 3Y4" NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL p o OR ENDNAIL (TYPICAL) WINDOW ATTACHMENTS MUST BE p a' ANCHORED INTO 2x_ MEMBERS.00 n a -2 d D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION T SD 2 SD -2 0 DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" (U.O.N.) I 0 N APPLY SHEATHING HORIZONTALLY FOR STUCCO 7 cu FLORIDA C.A. NUMBER: 25846 JOINT IN SILL PLATE -0 STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 APPLICATIONS, EXCEPT THAT 7/ 16 STRUCTURAL 1 (3) 2x6 (3) (4) LING AT STUD —BUILT-UP CORNER POST// --NAI► (4) (5) RATED OR 15/ 32 RATED SHEATHING MAY BE (5) (6) 1• TO SILL PLAT / NSI/�j'� 1 �N���I�+A O INSTALLED VERTICALLY. NAILING TODOUBLE PLATE „ „ J 4" MIN.; II liII 12" MAX. 12 MAX. II 2x_ TREATED SYP #2 SILL PLATE STUD F ANCHOR BOLT (AS NOTED) BUILT -JP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL ('l ATE SD 2 NAIL E CH PLY WITH 0.131"x 3X" CONNECTION METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) METAL CONNECTOR -- REQUIRED ALL NAILS NOTED ARE 0.131"x 3Ya" NAILS 6"O.C. STAGGERED (SEE DETAIL "G" ON SD-)) NAILING AT STUD TO SILL PLATE ,NOT 'I STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) ALL NAILS NOTED ARE 0.131"x 3 02-01-18 DOUBLE PLATE co FLOYD S. SIMPSON, PE C DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION E FL PE No. 50791 COMMENTS: SD 2 I 2x SPF #2 STUDS @ 16"O.C. SD -2 2x SPF #2 STUDS @ 16"O.C. THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL SILL PLATE (BELOW) QUICK TIE AT NOTED SPACING @ 24"O.C. OR a"x 3 a' TAPCON 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3 a" ENDNAILS AT TRUSS co �— SCREW @ 32"O.C. 0 I1 2x_ CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #2 ROOF COVERING (BY OTHERS) LO HEIGHT STUDS (TYPICAL) ILL PLATE ILL PLATE ROOF TRUSSES � \ I '` / ,\ ' / CORNICE DETAIL (2) ROWS OF 0.131"x 3t4" _ _. i NOTE: H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT NAILS @ 12"O.C' BY UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR ( OTHERS) / TRUSS TO WALL CONNECTION o 04 STAGGERED (TYPICAL) ROOF EASED HARDWARE MUST BE INSTALLED 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. � I o OVERHANG FOR OVERHANG N THE EXTERIOR SIDE OF THE� WALL / cu ROOF SHEATHING (AS NOTED) / ROOF SHEATHING — METAL CONNECTOR METAL CONNECTOR OR � � 2x4 SYP BLOCKING BETWEEN (AS NOTED) (AS NOTED) 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED / LOOKOUTS � 2x4 SYP BLOCKING SIMPSON SDWC 15600 SCREW SILL PLATE (BELOW) (AS NOTED) �, ( Vis" OR '%z" RATED SHEATHING, EXPOSURE I -SHINGLE ROOF BETWEEN LOOKOUTS @ 32"O.C. - U.O.N. %%2" RATED SHEATHING, EXPOSURE I - TILE ROOF 2x4 CORNER FRAMING FULL J , _ FASTEN WITH 0.113" x 2 e" RING SHANK BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ WITH ON EDGES AND INTERMEDIATE SUPPORTS. BALLOON FRAMED STUDS (AS NOTED) STUDS (AS NOTED) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD 0 DOUBLE PLATE cn NAILED WITH 4 SHEATHING AS NOTED /! SINGLE PLATE NAIL TO TRUSS �i� () 0.131"x 3Ya" NAILS TO ( ) SIMPSON SDWC 15450 SCREW CONNECTOR AT EACH TRUSS INTERIOR VAULT EACH ADJACENT STUD 2x SPF #2 STUDS 16" SEE TRUSS CONNECTION SCHEDULE BOTTOM CHORD WITH 0.131" x 3 a" EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN �° 0'C' @ 32"O.C. - U.O.N. ( ) co NAILS @ 6"O.C. SHALL BE NAILED IN THIS SPACE ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) EXTERIOR SHEATHING SHALL BE SPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE n UPPER PLY . DOUBLE 2x4 CORNER FRAMING FULL 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C.TO THE TOP NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6"O.C. HEIGHT STUD @ 6"O.C. WITH 0.131" x 2%" ILL PLATE PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE @ WITH 0.131"x 2Yz" NAILS. NAILS. _ _ _ _ _ _ (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL —(2) Rows of 0.131 "x 3 4" \ u \ `. (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) NAILS @ 12"O.C.cn (U.O.N. ON WALL LAYOUT) a) GYPSUM BOARD SHEARWALL UPLIFT (ROOF) - SCREWS a %2" FULL LENGTH RATED SHEATHING, EXPOSURE I. H DETAIL -BALLOON FRAMED GABLE END LOW CEILING VAULT)JFASTEN COM OR 0.131"x 2Y2" NAILS DETAIL - BALLOON FRAMED GABLE END IGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 900 CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL) ON EDG SIANDd12'0 C. ON INTERMEDIATE SUPPORTS. sD 2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS% OF EXTERIOR ROOF PITCH sD 2 sD 2 (U.O.N.) SEE F ON 2 2x_ SPF #2 STUDS @ @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) c 2x_ SOLE PLATE (U.O.N.) NAIL TO RIM 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3Y4" ENDNAILS AT TRUSS cu BOARD @ 6"O.C. WITH 0.131"x 3'/a" ROOF COVERING (BY OTHERS) NAILS °cn' m NOTE: ROOF TRUSSES 2%2" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. NAIL BRACE TC BLOCKING WITH 5 0.131"x 3�" CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING ( J NAILS () ((3) 0.1 P C 3Ya" TOENAILS . EACH LOOKOUT TRUSS TO WALL CONNECTION SHANK 6"O.C. ON EDGES AND 12"O.C. IN THE Z__�:TO TOP CHORD OF TRUSS. (BY OTHERS) — @ a, V 24 BLOCKING 3ETWEEN TRUSSES WITH / HARDWARE MUST BE INSTALLED FIELD. (3) 0.131"x 3Ya" AILS EACH END 2x4 BLOCKING REQUIRED BETWEEN ON THE EXTERIOR SIDE OF THE o LOOKOUTS FLOOR JOIST (I -JOIST SHOWN, SAWN U ROOF SHEATH I G (AS NOTED) WALL / JOIST SIMILAR -SEE SECTION "Z" ON a� H 2x_ BARGE RAFTER / (\ / I SD -3 FOR OPEN WEB TRUSS) _ / s= \ cu 0 FASCIA (BY OTHERS) ( Vis" OR % RATED SHEATHING, EXPOSURE I - SHINGLE ROOF Y" CLEARANCE BETWEEN PANELS BETWEEN FLOORS J__ m I 1932" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF — /'Y32" RATED SHEATHING, EXPOSURE I - METAL ROOF GYPSUM BOARD 2x4 LOOKOUTS @ n8"O.C• B „ V I FASTEN WITH 0.113' x 2 RING SHANK RIM BOARD (LSL OR LVL) o I \ I I NAILS @ TO.C. ON EDGES AND INTERMEDIATE SUPPORTS. � W W H3 CLIP OR EQUAL AT EACH NAIL JOIST TO PLATE WITH (2) 0.131"x 3%" TOENAILS LOOKOUT o m GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE E 0 V 04 GABLE END TRUSS (DROP GABLE) CONNECTOR AT EACH TRUSS (U.O.N.) O = m (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FOR 12 W Z F— I 2x6 BRACE SPACED @ 48"O.C. UNLESS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) BETWEEN FLOOR CONNECTIONS z Q N OTHERWISE NOTED ON ROOF LAYOUT.cn W I I I I I I WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN Q �O I TOENAIL RIM BOARD TO PLATE WITH -0 W I I I I I ADD 2x4 T BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP 0.131"x 2%" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE 0.131"x 3/a" NAILS @ 8"O.C. �-., cw e`` _� dam' W EXCEEDS 9'4'.u �- r i �� L U u r Y STAGGERED ACROSS BOTH PLATES)F- w r �i GYPSUM BOARD Zz PS PM BOARD 6 w 0 �\ 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) _ SPF #2 STUDS @ 16"O.C. U.O.N. (SEE WALL LAYOUT) U a I I I I I �s %2" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER COUNTY 32" FULL LENGTH RATED SHEATHING, EXPOSURE I. 17-2227 DUVAL 1 FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131"x 2%" NAILS6"O.C. w a ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. 2 Y" = V-0" (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F" ON SD -2 Q N DO NOT SCALE THIS DRAWING INSET WALL)/2" FOR STUCCO APPLICATIONS INSET WALL)/2" FOR STUCCO APPLICATIONS = RELEASE DATE: _ WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE GBC CLIP- (2) REQ flRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. TOENAIL BOTTOM HORD OF TRUSS TO 2x_ TREATED SYP #2 SILL PLATE WITH LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH O DRAWN BY: DOUBLE PLATE WI H 0.131"x 3Y4" NAILSSIMPSON %"x 6" TITEN HD (OR TITEN HD ROD COUPLER) SIMPSON YB"x 6" TITEN HD (OR TITEN HD ROD COUPLER) CHECKED gy DJM @ 8"O.C. WITH 3"x 3"x/a" WASHER @ 24"O.C. F / a - WITH 3"x 3"x Ya" WASHER @ 24"O.C. a,- w „ „ TITLE: GYPSUM BOARD CEILING I,w= SECTIONS AND DETAILS 2x4 DRYWALL BAC ING INSTALLED 1 of 2 CONTINUOUSLY BETWEEN BRACES MN SECTION - GABLE END WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL ti SHEET SD 2 SD 2 SD 2 SD 2 0 O t NSA°°°s� =: O r N > O OC . c6 3 -o0, T E0E e 11 • .' i �/y �4� � !w GWS � p • �1' 1• o L / NSI/�j'� 1 �N���I�+A O ALL NAILS NOTED ARE 0.131"x 3 02-01-18 DOUBLE PLATE co FLOYD S. SIMPSON, PE C DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION E FL PE No. 50791 COMMENTS: SD 2 I 2x SPF #2 STUDS @ 16"O.C. SD -2 2x SPF #2 STUDS @ 16"O.C. THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL SILL PLATE (BELOW) QUICK TIE AT NOTED SPACING @ 24"O.C. OR a"x 3 a' TAPCON 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3 a" ENDNAILS AT TRUSS co �— SCREW @ 32"O.C. 0 I1 2x_ CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #2 ROOF COVERING (BY OTHERS) LO HEIGHT STUDS (TYPICAL) ILL PLATE ILL PLATE ROOF TRUSSES � \ I '` / ,\ ' / CORNICE DETAIL (2) ROWS OF 0.131"x 3t4" _ _. i NOTE: H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT NAILS @ 12"O.C' BY UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR ( OTHERS) / TRUSS TO WALL CONNECTION o 04 STAGGERED (TYPICAL) ROOF EASED HARDWARE MUST BE INSTALLED 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. � I o OVERHANG FOR OVERHANG N THE EXTERIOR SIDE OF THE� WALL / cu ROOF SHEATHING (AS NOTED) / ROOF SHEATHING — METAL CONNECTOR METAL CONNECTOR OR � � 2x4 SYP BLOCKING BETWEEN (AS NOTED) (AS NOTED) 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED / LOOKOUTS � 2x4 SYP BLOCKING SIMPSON SDWC 15600 SCREW SILL PLATE (BELOW) (AS NOTED) �, ( Vis" OR '%z" RATED SHEATHING, EXPOSURE I -SHINGLE ROOF BETWEEN LOOKOUTS @ 32"O.C. - U.O.N. %%2" RATED SHEATHING, EXPOSURE I - TILE ROOF 2x4 CORNER FRAMING FULL J , _ FASTEN WITH 0.113" x 2 e" RING SHANK BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ WITH ON EDGES AND INTERMEDIATE SUPPORTS. BALLOON FRAMED STUDS (AS NOTED) STUDS (AS NOTED) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD 0 DOUBLE PLATE cn NAILED WITH 4 SHEATHING AS NOTED /! SINGLE PLATE NAIL TO TRUSS �i� () 0.131"x 3Ya" NAILS TO ( ) SIMPSON SDWC 15450 SCREW CONNECTOR AT EACH TRUSS INTERIOR VAULT EACH ADJACENT STUD 2x SPF #2 STUDS 16" SEE TRUSS CONNECTION SCHEDULE BOTTOM CHORD WITH 0.131" x 3 a" EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN �° 0'C' @ 32"O.C. - U.O.N. ( ) co NAILS @ 6"O.C. SHALL BE NAILED IN THIS SPACE ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) EXTERIOR SHEATHING SHALL BE SPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE n UPPER PLY . DOUBLE 2x4 CORNER FRAMING FULL 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C.TO THE TOP NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6"O.C. HEIGHT STUD @ 6"O.C. WITH 0.131" x 2%" ILL PLATE PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE @ WITH 0.131"x 2Yz" NAILS. NAILS. _ _ _ _ _ _ (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL —(2) Rows of 0.131 "x 3 4" \ u \ `. (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) NAILS @ 12"O.C.cn (U.O.N. ON WALL LAYOUT) a) GYPSUM BOARD SHEARWALL UPLIFT (ROOF) - SCREWS a %2" FULL LENGTH RATED SHEATHING, EXPOSURE I. H DETAIL -BALLOON FRAMED GABLE END LOW CEILING VAULT)JFASTEN COM OR 0.131"x 2Y2" NAILS DETAIL - BALLOON FRAMED GABLE END IGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 900 CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL) ON EDG SIANDd12'0 C. ON INTERMEDIATE SUPPORTS. sD 2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS% OF EXTERIOR ROOF PITCH sD 2 sD 2 (U.O.N.) SEE F ON 2 2x_ SPF #2 STUDS @ @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) c 2x_ SOLE PLATE (U.O.N.) NAIL TO RIM 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3Y4" ENDNAILS AT TRUSS cu BOARD @ 6"O.C. WITH 0.131"x 3'/a" ROOF COVERING (BY OTHERS) NAILS °cn' m NOTE: ROOF TRUSSES 2%2" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. NAIL BRACE TC BLOCKING WITH 5 0.131"x 3�" CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING ( J NAILS () ((3) 0.1 P C 3Ya" TOENAILS . EACH LOOKOUT TRUSS TO WALL CONNECTION SHANK 6"O.C. ON EDGES AND 12"O.C. IN THE Z__�:TO TOP CHORD OF TRUSS. (BY OTHERS) — @ a, V 24 BLOCKING 3ETWEEN TRUSSES WITH / HARDWARE MUST BE INSTALLED FIELD. (3) 0.131"x 3Ya" AILS EACH END 2x4 BLOCKING REQUIRED BETWEEN ON THE EXTERIOR SIDE OF THE o LOOKOUTS FLOOR JOIST (I -JOIST SHOWN, SAWN U ROOF SHEATH I G (AS NOTED) WALL / JOIST SIMILAR -SEE SECTION "Z" ON a� H 2x_ BARGE RAFTER / (\ / I SD -3 FOR OPEN WEB TRUSS) _ / s= \ cu 0 FASCIA (BY OTHERS) ( Vis" OR % RATED SHEATHING, EXPOSURE I - SHINGLE ROOF Y" CLEARANCE BETWEEN PANELS BETWEEN FLOORS J__ m I 1932" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF — /'Y32" RATED SHEATHING, EXPOSURE I - METAL ROOF GYPSUM BOARD 2x4 LOOKOUTS @ n8"O.C• B „ V I FASTEN WITH 0.113' x 2 RING SHANK RIM BOARD (LSL OR LVL) o I \ I I NAILS @ TO.C. ON EDGES AND INTERMEDIATE SUPPORTS. � W W H3 CLIP OR EQUAL AT EACH NAIL JOIST TO PLATE WITH (2) 0.131"x 3%" TOENAILS LOOKOUT o m GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE E 0 V 04 GABLE END TRUSS (DROP GABLE) CONNECTOR AT EACH TRUSS (U.O.N.) O = m (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FOR 12 W Z F— I 2x6 BRACE SPACED @ 48"O.C. UNLESS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) BETWEEN FLOOR CONNECTIONS z Q N OTHERWISE NOTED ON ROOF LAYOUT.cn W I I I I I I WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN Q �O I TOENAIL RIM BOARD TO PLATE WITH -0 W I I I I I ADD 2x4 T BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP 0.131"x 2%" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE 0.131"x 3/a" NAILS @ 8"O.C. �-., cw e`` _� dam' W EXCEEDS 9'4'.u �- r i �� L U u r Y STAGGERED ACROSS BOTH PLATES)F- w r �i GYPSUM BOARD Zz PS PM BOARD 6 w 0 �\ 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) _ SPF #2 STUDS @ 16"O.C. U.O.N. (SEE WALL LAYOUT) U a I I I I I �s %2" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER COUNTY 32" FULL LENGTH RATED SHEATHING, EXPOSURE I. 17-2227 DUVAL 1 FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131"x 2%" NAILS6"O.C. w a ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. 2 Y" = V-0" (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F" ON SD -2 Q N DO NOT SCALE THIS DRAWING INSET WALL)/2" FOR STUCCO APPLICATIONS INSET WALL)/2" FOR STUCCO APPLICATIONS = RELEASE DATE: _ WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE GBC CLIP- (2) REQ flRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. TOENAIL BOTTOM HORD OF TRUSS TO 2x_ TREATED SYP #2 SILL PLATE WITH LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH O DRAWN BY: DOUBLE PLATE WI H 0.131"x 3Y4" NAILSSIMPSON %"x 6" TITEN HD (OR TITEN HD ROD COUPLER) SIMPSON YB"x 6" TITEN HD (OR TITEN HD ROD COUPLER) CHECKED gy DJM @ 8"O.C. WITH 3"x 3"x/a" WASHER @ 24"O.C. F / a - WITH 3"x 3"x Ya" WASHER @ 24"O.C. a,- w „ „ TITLE: GYPSUM BOARD CEILING I,w= SECTIONS AND DETAILS 2x4 DRYWALL BAC ING INSTALLED 1 of 2 CONTINUOUSLY BETWEEN BRACES MN SECTION - GABLE END WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL ti SHEET SD 2 SD 2 SD 2 SD 2 0 O END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C. 24"O.C. 16 "O.C. 24"O.C. NONE REQUIRED 0 Q 0" TO 53 0' TO 47" 0" TO 67 0 ' TO 59 2x4 L -BRACE 54" TO 114' 48' TO 99" 68" TO 145' 60" TO 126" 2x6 L -BRACE 115' TO 182" 100' TO 158" 146" TO 232" 127" TO 201" U � � 1 C V C 00 z3_ DOUBLE PLATE NAILING N ZD� BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: NAIL SHEATHING TO KING STUD FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) @ 12"O.C. MINIMUM. Q x F..••j p o (D � N VENEER, ETC. �' w d- -------RATED ROOF SHEATHING/ z o 2x_ L -BRACE NAILED TO _ � � cl) LL VERTICAL WEB EDGE NAILING PER SHEARWALL 0 Q v a / REQUIREMENTS. NAILS MAYBE j STAGGERED ACROSS TWO JACK Q > WITH 0.131"x 3" NAILS @ 6"O.C. i = STUDS. � 00 VERTICAL WEB IN GABLE END NAIL SHEATHING TO DOUBLE PLATE WITH j o 0 = O / EDGE OF PANEL (TYPICAL) �-' TRUSS 2 ROWS OF 0.131"x 2Y2" NAILS 6"O.C. i� .� � p a' J 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOMOF , a v HEADER @ 3"O.C. 7 � INSTALL DSP CLIPS @ 24" O.C. OR >, > 1 " OR 24 SPH_ 32"O.C. > @ �� II 11 II a II n n o SPACING (SEE TA EXTERIOR BEAM (AS NOTED) u �� _"� ANCHOR BOLT REQUIRED WITHiP6" — "1 o _0 w OF KING / JACK UNIT - MAY BE DOUBLE PLATE LOCATED ON EITHER SIDE, N' BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED FLORIDA C.A. NUMBER: 25846 BEAM BEARS ON (2) 2x_ JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION 0 (TYPICAL - U.O.N.) CONDITION: 2,,,,,Qp,,,,,,,,,, o ����r®•�, E••s, ^•i•�p� (DROPPED BEAM) � c • / ; P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - OPENINGS WITH SOLID SAWN, LSL, LVL OR PSL HEADER _ 'g' `•. �+ •� C° o q E/141 SD3 SD -3 SD -3 SD -3 3� %�®.c • x •`•° SCC"mac NAIL SCAB TO TOP CHORI ) WITH .•••O • ••'4' •• ���'��,` ALTERNATE ANCHOR: () 4 0.131 "x 3 X" NAILS /2" x 6" TITEN HD f NAIL EACH END OF BLOCKING TO c FLOYD S. SIMPSON, PE -EXTERIOR BEAM (MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH FL PE No. 50791 BOTTOM CHORDS WITH (3) 0.131"x 3 ca WITH 2" xX" WASHER TRUSS IF NO WEB IS PRE :.ENT E ROOF SHEATHING (AS NOTED) i i4„ >.1 COMMENTS. (3 0.131"x 3/a" NAILS TYPICAL AT ca ZD H6 CLIP FROM EACH TRUSS INSTALL 2x4 BLOCKING BETWEEN POST TO BEAM MONOLITHIC FOUNDATION TRUSS BOTTOM CHORDS @ 12"O.C. a ROOF TRUSS (BY OTHERS) WITH 2x4 X -BRACE ACROSS LENGTH OF EXTERIOR BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL 3 „ BOTTOM CHORD OF TRUSS /e x 6" TITEN HD SCREW ANCHOR — NAIL AS SHOWN - (5) s NAIL EACH BLOCK TO DOUBLE PLATE NAIL $CAB TO PLATE WITH 3 or /a" x 6" SCREW ANCHOR BY L TO REPLACE (1) ROW OF LATERAL 0.131"x 3/" NAILS PER PLY O 0 PT POST AS NOTED HURRI-BOLT, INC. WITH (3) 0.131"x 3� NAILS -0 rl I BRACING INSTALL 2x4 No.2 SYP T -BRACE I ( ) 0.131N 3*gOENAILS s „ m NAILED TO EACH PLY OF TRUSS WEB AT - PT POST AS NOTED /�— 0 ( ) or /a THREADED ROD SET 4/ INTO l 6"O.C. WITH 0.131" x 3" NAILS - I ABU POST BASE ADHESIVE 0 H6 CLIP FPOM POST (AS NOTED) TO NAIILED TO DOUBLE PLATE WITH DOUBLE PLATE TO BEAM TO REPLACE (2) ROWS OF LATERAL � 0 s , 0.131N 3'/a" NAILS 4"0 STEMWALL FOUNDATION - EXTERIOR MINIMUM /6" RATED SHEATHING, BRACING INSTALL 2x6 No.2 SYP T BRACE EXTERIOR BEAM THREADED ROD �° /2 THREADED ROD SET 7" INTO c NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) • O • WITH NUT SET IN EXPOSURE I FASTEN AS NOTED o ADHESIVE TRUSS (AS NOTED) I II II ----�------ I�y----------�- WITH 0.131" x 3" NAILS @ 6"o.C. PLAN VIEW AT TOP OF POST ADHESIVE ON WALL LAYOUT (BLOCK ALL • O EDGES) co (7" EMBEDMENT) to INTERIOR APPLICATIONS c' 1 - # DOUBLE PLATE r IF EDGE DISTANCE EXCEEDS 5" MINIMUM %6" RATED SHEATHING, USE MONOLITHIC CONDITION \ a a EXPOSURE I FASTEN AS NOTED 41 1 a 1 1 ° aON WALL LAYOUT (BLOCK ALL EDGES) a NOTE:41 1 ca T -BRACING TO BE USED WHEN I I Li CONTINUOUS LATERAL BRACING IS — — —cn IMPRACTICAL. SIDE VIEW AT BASE OF POST cu cn T SECTION - TYPICAL T -BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION x SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SD 3 SD 3 SD 3 (USP DTB-TZ SIMILAR) SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED ui c 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x3)/4"_0 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED a LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. cu vi c� NAIL DIAGONAL BRACE TO BLOCKING -v WITH (3) NAILS cmc 2x4 BLOCKING - TOENAIL OR ENDNAIL 2x_ BAND BOARD PER TRUSS cc cc EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w o TRUSS (AS NOTED) MANUFACTURER MONOLITHIC FOUNDATION - c m (3) NAILS EXTERIOR 2x4 SPF NAILER- NAIL TO TOP PLATE WITH %" x 12" TITEN HD SCREW ANCHOR X" CLEARANCE BETWEEN PANELS BETWEEN FLOORS 0.131"x 3 a" NAILS @ 6"O.C. or %" THREADED ROD SET 7" INTO ...1 I NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE U WEBS WITH (2) NAILS >`. �- STEMWALL FOUNDATION - EXTERIOR 0 I 2x4 SPF No.2 DIAGONAL BRACE 2X32' RATED SHEATHING RIM BOARD- %" THREADED ROD SET 12" INTO - �— (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131N 2%" NAIL PORCH SHEATHING AS NOTED ADHESIVE ( Z CONTINUOUS LATERAL BRACING) NAILS. 0 NAIL DIAGONAL BRACE TO TRUSS EXTERIOR FRAMED WALL I � I INTERIOR APPLICATIONS- WEB WITH (3) NAILS TOENAIL TRUSS TO PLATE WITH %" x 12" TITEN HD SCREW ANCHOR a' V IF EDGE DISTANCE EXCEEDS 5" USE (2) 0.131 "x 3)/4" NAILS or %" x 8" TITEN HD SCREW ANCHOR Q DOUBLE PLATE (U.O.N.) or %" THREADED ROD SET 6" INTO 0 (n V Q a ADHESIVE c W W I z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - EXTERIOR WALL PARALLEL TO TRUSS v m E N Ll"'CONTINUOUS LATERAL BRACE (QUANTITY SD 3 SD 3 SIMPSON %" O x 6" TITEN HD OR 0 = m AND LOCATION DEFINED BY TRUSS SHOP 8" THREADED ROD SET IN ADHESIVE W Z DRAWING.) WITH MINIMUM 4" EMBEDMENT fC� Q (n WITH 1" WASHER_1 W NAIL CONTINUOUS LATERAL BRACE TO SHEATHING c ~ EACH TRUSS WEB WITH (2) NAILS BB DETAIL - TYPICAL HTT5 INSTALLATION W a FIELD NAILING SD -3 (USP PHD5 SIMILAR) ULJ 1 ROOF TRUSSES (BY OTHERS) DETAIL - ANCHOR BOLT I— UPLIFT CONNECTOR (AS NOTED) SHEATHING EXTENDS DOWN ONTO c W w Y 1 I 2x4 SPF BLOCKING NAIL WITH (2) RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - 6 J 0 0.131 "x 3 X" NAILS AT EACH END TO ALLOW FOR NAILING EXTERIOR U (3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING FOR CONTINUOUS LATERAL BRACE X" THREADED ROD SET 15" INTO JOB NUMBER: COUNTY. w 17-2227 DUVAL AT SOLE PLATE ADHESIVE DOUBLE PLATE RIM BOARD STEMWALL FOUNDATION - EXTERIOR NUT WITH 2"x 2"x 16' WASHER X" = V-0" (U.O.N.) NOTES: ' THREADED ROD SET 15" INTO RELEASE DATE: �2) ROWS 0.131"x 2/" NAILS ADHESIVE WASHER WITH 1"WASHER. = DO NOT AL THIS DRAWING fi ' ALTERNATE: SIMPSON LBPS% SLOTTED � TRUSS BOTTOM CHORD AGGERED @ 6" O.C. REQUIRED 1) CONTINUOUS LATEPAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING s „ NAIL PORCH SHEATHING AS NOTED INTERIOR APPLICATIONS /— /a !0 THREADED ROD = MIN. X SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5" USE 2) ALL NAILS SHOWN ,TALL BE 0.131"x3" NAILS (U.O.N.) EXTERIOR FRAMED WALL SHEATHING EXTENDS ABOVE %" THREADED ROD SET 8" INTO SIMPSON %"0 x 6 4" TITEN HD ROD COUPLER C DRAWN BY DJM DOUBLE PLATE MINIMUM 6" ADHESIVE TO ALLOW FOR NAILING a . WITH 1"CUT WASHER CHECKED BY: FSS 4 OR e" THREADED ROD SET IN ADHESIVE WITH LU TITLE: EDGE NAILING AT DOUBLE PLATE1; MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER SECTIONS AND DETAILS cn � OFFICE COPY= SHEET: Y DETAIL- TYPF AL LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION �� DETAIL - THREADED ROD ASSEMBLY SD 3 SD 3 SD 3 SD -3 (USP PHD6 SIMILAR) SD -3 N SD�3O EXTERIOR BEAM (AS NOTED) 9000010 Ell DOUBLE PLATE pum �m MIMI NOTCH BEAM AS REQUIRED TO FIT BENEATH DOUBLE PLATE IN pp BEAM BEARS ON (2) 2x JACKS ZD� BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: NAIL SHEATHING TO KING STUD FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) @ 12"O.C. MINIMUM. Q x F..••j p o (D � N VENEER, ETC. �' w d- -------RATED ROOF SHEATHING/ z o 2x_ L -BRACE NAILED TO _ � � cl) LL VERTICAL WEB EDGE NAILING PER SHEARWALL 0 Q v a / REQUIREMENTS. NAILS MAYBE j STAGGERED ACROSS TWO JACK Q > WITH 0.131"x 3" NAILS @ 6"O.C. i = STUDS. � 00 VERTICAL WEB IN GABLE END NAIL SHEATHING TO DOUBLE PLATE WITH j o 0 = O / EDGE OF PANEL (TYPICAL) �-' TRUSS 2 ROWS OF 0.131"x 2Y2" NAILS 6"O.C. i� .� � p a' J 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOMOF , a v HEADER @ 3"O.C. 7 � INSTALL DSP CLIPS @ 24" O.C. OR >, > 1 " OR 24 SPH_ 32"O.C. > @ �� II 11 II a II n n o SPACING (SEE TA EXTERIOR BEAM (AS NOTED) u �� _"� ANCHOR BOLT REQUIRED WITHiP6" — "1 o _0 w OF KING / JACK UNIT - MAY BE DOUBLE PLATE LOCATED ON EITHER SIDE, N' BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED FLORIDA C.A. NUMBER: 25846 BEAM BEARS ON (2) 2x_ JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION 0 (TYPICAL - U.O.N.) CONDITION: 2,,,,,Qp,,,,,,,,,, o ����r®•�, E••s, ^•i•�p� (DROPPED BEAM) � c • / ; P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - OPENINGS WITH SOLID SAWN, LSL, LVL OR PSL HEADER _ 'g' `•. �+ •� C° o q E/141 SD3 SD -3 SD -3 SD -3 3� %�®.c • x •`•° SCC"mac NAIL SCAB TO TOP CHORI ) WITH .•••O • ••'4' •• ���'��,` ALTERNATE ANCHOR: () 4 0.131 "x 3 X" NAILS /2" x 6" TITEN HD f NAIL EACH END OF BLOCKING TO c FLOYD S. SIMPSON, PE -EXTERIOR BEAM (MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH FL PE No. 50791 BOTTOM CHORDS WITH (3) 0.131"x 3 ca WITH 2" xX" WASHER TRUSS IF NO WEB IS PRE :.ENT E ROOF SHEATHING (AS NOTED) i i4„ >.1 COMMENTS. (3 0.131"x 3/a" NAILS TYPICAL AT ca ZD H6 CLIP FROM EACH TRUSS INSTALL 2x4 BLOCKING BETWEEN POST TO BEAM MONOLITHIC FOUNDATION TRUSS BOTTOM CHORDS @ 12"O.C. a ROOF TRUSS (BY OTHERS) WITH 2x4 X -BRACE ACROSS LENGTH OF EXTERIOR BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL 3 „ BOTTOM CHORD OF TRUSS /e x 6" TITEN HD SCREW ANCHOR — NAIL AS SHOWN - (5) s NAIL EACH BLOCK TO DOUBLE PLATE NAIL $CAB TO PLATE WITH 3 or /a" x 6" SCREW ANCHOR BY L TO REPLACE (1) ROW OF LATERAL 0.131"x 3/" NAILS PER PLY O 0 PT POST AS NOTED HURRI-BOLT, INC. WITH (3) 0.131"x 3� NAILS -0 rl I BRACING INSTALL 2x4 No.2 SYP T -BRACE I ( ) 0.131N 3*gOENAILS s „ m NAILED TO EACH PLY OF TRUSS WEB AT - PT POST AS NOTED /�— 0 ( ) or /a THREADED ROD SET 4/ INTO l 6"O.C. WITH 0.131" x 3" NAILS - I ABU POST BASE ADHESIVE 0 H6 CLIP FPOM POST (AS NOTED) TO NAIILED TO DOUBLE PLATE WITH DOUBLE PLATE TO BEAM TO REPLACE (2) ROWS OF LATERAL � 0 s , 0.131N 3'/a" NAILS 4"0 STEMWALL FOUNDATION - EXTERIOR MINIMUM /6" RATED SHEATHING, BRACING INSTALL 2x6 No.2 SYP T BRACE EXTERIOR BEAM THREADED ROD �° /2 THREADED ROD SET 7" INTO c NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) • O • WITH NUT SET IN EXPOSURE I FASTEN AS NOTED o ADHESIVE TRUSS (AS NOTED) I II II ----�------ I�y----------�- WITH 0.131" x 3" NAILS @ 6"o.C. PLAN VIEW AT TOP OF POST ADHESIVE ON WALL LAYOUT (BLOCK ALL • O EDGES) co (7" EMBEDMENT) to INTERIOR APPLICATIONS c' 1 - # DOUBLE PLATE r IF EDGE DISTANCE EXCEEDS 5" MINIMUM %6" RATED SHEATHING, USE MONOLITHIC CONDITION \ a a EXPOSURE I FASTEN AS NOTED 41 1 a 1 1 ° aON WALL LAYOUT (BLOCK ALL EDGES) a NOTE:41 1 ca T -BRACING TO BE USED WHEN I I Li CONTINUOUS LATERAL BRACING IS — — —cn IMPRACTICAL. SIDE VIEW AT BASE OF POST cu cn T SECTION - TYPICAL T -BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION x SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SD 3 SD 3 SD 3 (USP DTB-TZ SIMILAR) SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED ui c 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x3)/4"_0 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED a LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. cu vi c� NAIL DIAGONAL BRACE TO BLOCKING -v WITH (3) NAILS cmc 2x4 BLOCKING - TOENAIL OR ENDNAIL 2x_ BAND BOARD PER TRUSS cc cc EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w o TRUSS (AS NOTED) MANUFACTURER MONOLITHIC FOUNDATION - c m (3) NAILS EXTERIOR 2x4 SPF NAILER- NAIL TO TOP PLATE WITH %" x 12" TITEN HD SCREW ANCHOR X" CLEARANCE BETWEEN PANELS BETWEEN FLOORS 0.131"x 3 a" NAILS @ 6"O.C. or %" THREADED ROD SET 7" INTO ...1 I NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE U WEBS WITH (2) NAILS >`. �- STEMWALL FOUNDATION - EXTERIOR 0 I 2x4 SPF No.2 DIAGONAL BRACE 2X32' RATED SHEATHING RIM BOARD- %" THREADED ROD SET 12" INTO - �— (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131N 2%" NAIL PORCH SHEATHING AS NOTED ADHESIVE ( Z CONTINUOUS LATERAL BRACING) NAILS. 0 NAIL DIAGONAL BRACE TO TRUSS EXTERIOR FRAMED WALL I � I INTERIOR APPLICATIONS- WEB WITH (3) NAILS TOENAIL TRUSS TO PLATE WITH %" x 12" TITEN HD SCREW ANCHOR a' V IF EDGE DISTANCE EXCEEDS 5" USE (2) 0.131 "x 3)/4" NAILS or %" x 8" TITEN HD SCREW ANCHOR Q DOUBLE PLATE (U.O.N.) or %" THREADED ROD SET 6" INTO 0 (n V Q a ADHESIVE c W W I z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - EXTERIOR WALL PARALLEL TO TRUSS v m E N Ll"'CONTINUOUS LATERAL BRACE (QUANTITY SD 3 SD 3 SIMPSON %" O x 6" TITEN HD OR 0 = m AND LOCATION DEFINED BY TRUSS SHOP 8" THREADED ROD SET IN ADHESIVE W Z DRAWING.) WITH MINIMUM 4" EMBEDMENT fC� Q (n WITH 1" WASHER_1 W NAIL CONTINUOUS LATERAL BRACE TO SHEATHING c ~ EACH TRUSS WEB WITH (2) NAILS BB DETAIL - TYPICAL HTT5 INSTALLATION W a FIELD NAILING SD -3 (USP PHD5 SIMILAR) ULJ 1 ROOF TRUSSES (BY OTHERS) DETAIL - ANCHOR BOLT I— UPLIFT CONNECTOR (AS NOTED) SHEATHING EXTENDS DOWN ONTO c W w Y 1 I 2x4 SPF BLOCKING NAIL WITH (2) RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - 6 J 0 0.131 "x 3 X" NAILS AT EACH END TO ALLOW FOR NAILING EXTERIOR U (3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING FOR CONTINUOUS LATERAL BRACE X" THREADED ROD SET 15" INTO JOB NUMBER: COUNTY. w 17-2227 DUVAL AT SOLE PLATE ADHESIVE DOUBLE PLATE RIM BOARD STEMWALL FOUNDATION - EXTERIOR NUT WITH 2"x 2"x 16' WASHER X" = V-0" (U.O.N.) NOTES: ' THREADED ROD SET 15" INTO RELEASE DATE: �2) ROWS 0.131"x 2/" NAILS ADHESIVE WASHER WITH 1"WASHER. = DO NOT AL THIS DRAWING fi ' ALTERNATE: SIMPSON LBPS% SLOTTED � TRUSS BOTTOM CHORD AGGERED @ 6" O.C. REQUIRED 1) CONTINUOUS LATEPAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING s „ NAIL PORCH SHEATHING AS NOTED INTERIOR APPLICATIONS /— /a !0 THREADED ROD = MIN. X SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5" USE 2) ALL NAILS SHOWN ,TALL BE 0.131"x3" NAILS (U.O.N.) EXTERIOR FRAMED WALL SHEATHING EXTENDS ABOVE %" THREADED ROD SET 8" INTO SIMPSON %"0 x 6 4" TITEN HD ROD COUPLER C DRAWN BY DJM DOUBLE PLATE MINIMUM 6" ADHESIVE TO ALLOW FOR NAILING a . WITH 1"CUT WASHER CHECKED BY: FSS 4 OR e" THREADED ROD SET IN ADHESIVE WITH LU TITLE: EDGE NAILING AT DOUBLE PLATE1; MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER SECTIONS AND DETAILS cn � OFFICE COPY= SHEET: Y DETAIL- TYPF AL LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION �� DETAIL - THREADED ROD ASSEMBLY SD 3 SD 3 SD 3 SD -3 (USP PHD6 SIMILAR) SD -3 N SD�3O