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1817 Atlantic Beach Dr - Permit RES17-0249ORA on I. 9'-0" „ 2'-0" „ 47'-0" GAS TANKLESS STUB I GGA H 0 27-0" 70" 1 rpm 3"50 SH SILL Ca 2-6" AFF H.B. I• I 0" 7-0" N 15t FLOOf� FLAN N NOTE TO FRAMER: EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE SQ. FTG. CALCULATIONS IST FLOOR LIVING 2075 GUEST QUARTERS 312 2N1) FLOOR LIVING 1376 TOTAL LIVING 3763 GARAGE 816 PORCH 83 LANAI CONC. BREEZEWAY 321 TOTAL COVERED 5350 16. SINGLE DINING ROOM WINDOW 17. HALF WALL AT LANAI 18. BRACE FOR FUTURE DARN DOORS AT PNTRY 19. EXTEND COURT YARD WALL 20. POT FILLER OVER COOKTOP 21.OUTDOOR SHOWER W/ LOUVERED CEDAR ENCLOSURE 22. (2) GAS DROPS AT BREEZEWAY REVISIONS ARB REVISIONS 11.14.2017 STOOPtF N cn o� 0 COMMU ITY 19'-6" 61-101, 6'-8" 3 8"10'A" 6" 7 0 UJ b = o �® 6' 0" 10'-0" 3' 6" 2'-4" 2' 6" 2'-0" 2'-0" 1'-8" A/C A/C COMP. w f COMP. � 3°56 SH- EGRESS 3°56 SH- EGRESS (2) 2040 SH- TMPRD 2°4° SH PREPL MB SILL 0 2-6" AFF SILL 0 2'-6" AFF SILL 0 4'-0" AFF SILL 0 4'-0" AFF UTILITY tINK w DGL5 --ROD — — — — — — — wo �Q T _ FF I1- E 4 JCL. R w 2"h WALL z 0 w° o o STANDING TUB 0 10' CLG. in z "zs z (n < LL NTRL O UJ 1 0 z LU o N X80 °` I I N 2� z 3 Q GARAGE o N wlc 9 n A I I I I OWNERS 3ATH 10' CLG. 6' 6" � W 6 F w 24'-0" X 30'-6" o Q 0 W N E S 10' CLG. � (= N o 0 10'-1 �" PL. HT. o� Cn NLQ O �u ao N -i m Q I � �, SUITE_ �� 1 o m = N K/S I ]JINEN °� r — 1 J I Q = 21'-0" X 16'-0" 10' GLG. o o MIRK o 0 H N ------------- of ROD & SH Io Q I 276 S U WALL Lq � d--. Q < U� N o N� _ �� I I�OX( N DQ10" �� W I I I��I T-0" 0'�4" i d I L— J o 2'-0" deo WDR I n fl LNDRY D n I o N H.B. cj 10' CLG. o 1 'CLG. 10' 0 �. I GAS I I DOOR 1513/8" MIN. o z O i DRE Of' 20w — — — MINUTE FIRE R TED O — — — — — — — — — — VENTLE-S z 288° PK1 (SELF-CLOSING) GA5 STUB = N 0KERN GS � Q ACKE-1 w STORAGE 6 4 T-8" - w 4'-6 o UNDER 10' CLG. 80 0 � o STAIRS c0 ° ° 2 5 SILL C� 3`-00"" A1-1- GAS GAS o N � 5l 7-9 I I T 19 RISERS �°� SELF CLOSING AND � � � � � W �� b I ( 715/32" RISE LOCKABLE GATE PER I ° 10" RUN FOYER � � Q�Q 4 10'-1 " PL. HT. 25-4 BUILDER 4 6" I 5„ II o 10' CLG. u? 04o ,.� �� 34'-0" I I 4x4 P.T. POST FAMILY 7._O.. ,1 4' 1.. 2._O.. 4" 23'-0" 5'-0" WRAPPED TO 8x8 d C b I' 3" 0 11'-0" 10'-9" 6' " T-0" F\100M -------_ I cl� = ,¢ 22'-6" X 21'-0" 1O'CLG. ------------------- -- ----- �� 4x4 P.T. POST / WRAPPED TO 6x6 (TYP LANAI I ILLI I v d I I 11'-0" X 33'-4" I I PINING 10-1"PL. HT. Q I I D 14'-0" X 11' -0"I" - I I I I 10' CLG. GU EH 91-01, 31_6„ 2-5"�� 3._7.. I I II SUITE f o 12'-0" X 14'-0" 3°6° SH II10'GLG. - BARtOP SILL Ca 2'-0" AFF < OVER 35"h WALL i c� ( I _———— — — — — —— 7L� — — — — — — — — — -- 3'-2" �L� v� 2'-2" 5'-10" I 2� 4�� 2._8., G L I I --------_—_—J -------�vi� 8'-0" wl ( N O EN 1 _ o CASE lAI I I w oco 10'-0" X 11' 6" �� �' I I COUI2TYART �X N o 10' CLG. SINK D/W W/DISP. BRACE FO 01� C H I 180 c0e vR1 ��� �o� CNTRL Tw II �� 122x I _� KITCHENLL FUTURE BARN DOORS 8' 0" X 10' 6" I I c, � Q FOOL I ATTIC 1 o Q cf� 14'-}" X 11'-6" 36" GAS 10'-1 PL. HT. I I ( o o BATH LCCE J w o PREPLUMB 10 CLG. COOKTOP W/ PNTR I I N °C 0 FUTURE SINK Vi NTFD HOOP MCR - I ( 1 10' CLG. i3 WIC I ° N VENTED HOOD Q EVE --o© 1 PP o �_ _ �____� REF. _-__-_ 10'GLG. 4x4 P.T. POST o0 �j _ 10'CLG.G7 _ _ _ 46"h WALL W/ CAP TU ti' , OHC o © L ----J OHC 5 SH WRAPPED TO 6x6 I 0 o MIRK � ROD-& SH 1 GAj ------- -- — H.B. 5°5°5H SILL 9 '-6" AFF --------- i 5'-10" FILLER STUB" 17-8" 7-4" �H „ 10-4" 30'-0" W/ LOUVERED 8' 0" 25'-0" -0" CED ,R 11'-0" 29'-0" ENCLO URE 34-0" 11'-0" T -O" -- -- -- -- 5'- STORAGE 92'-0" G 3o 0X30 T� T� 6'h COURTYARD WALL IF I• I 0" 7-0" N 15t FLOOf� FLAN N NOTE TO FRAMER: EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE SQ. FTG. CALCULATIONS IST FLOOR LIVING 2075 GUEST QUARTERS 312 2N1) FLOOR LIVING 1376 TOTAL LIVING 3763 GARAGE 816 PORCH 83 LANAI 367 BREEZEWAY 321 TOTAL COVERED 5350 )EVELOPMENT OVED MECHANICAL EQUIPMENT NOTES: FDC -R30 2: DUCTS IN GARAGE SHALL DE MIN 26 GAGE 5HT STEEL WITH NO OPENINGS INTO GARAGE- ALLOWED. TO FRAMING FIC -R, M1 05.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDE OF MECHANICAL EQUIPMENT AND COMPONE TS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE E LOSING SPACE BEING AT LEAST 12" WIDER THAN THE KNACE OR AIR HANDLER GROUND- OUNTED MECHANICAL UNITS SHALL BE ANCHORE IN ACCORDANCE WITH FIC -R, SECTION M1307.2. , NU,1EN 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. BUMP OUT LIVING ROOM 50 FLUSH W/ CAFE 3. ENLARGE PNTRY 4.3 CAR GARAGE 5. EXTEND GARAGE 3' OUT 6. EXTEND LANAI 3' OUT 7. MOVE GUEST SUITE 3' OUT 8. ADD WINDOW IN KITCHEN 9. GARAGE SVC. DOOR 10. PREPLUMg UTILITY SINK IN GARAGE 11. VENTLESS ISOKERN GAS FIREPLACE 12. PREPLUMB SINK IN KITCHEN 13. EXTEND WIC AND LNDRY INTO GARAGE 2' 14. ADDT'L H.B. 15. ADD WALL IN WIC 16. SINGLE DINING ROOM WINDOW 17. HALF WALL AT LANAI 18. BRACE FOR FUTURE DARN DOORS AT PNTRY 19. EXTEND COURT YARD WALL 20. POT FILLER OVER COOKTOP 21.OUTDOOR SHOWER W/ LOUVERED CEDAR ENCLOSURE 22. (2) GAS DROPS AT BREEZEWAY REVISIONS ARB REVISIONS 11.14.2017 a 86 'Mom KIVEKSIDE� I 10MES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax.• (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence 1 st Floor Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 (777 -awn By ARJ Sheet Date 08.17.2017 A-1 Scale 1/4" = 1'4" Plan of (� Rio- Coastal 7 _J Written dimensions Shall have precedence over Scale dlmen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A 13EACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Sure 702 ort1east Jacksonville, FL 32223 Florida Design, Inc. 904.260.3319 STANDING SEAM METAL ROOF 1 - -_ FEE I CEMENT E30ARP EXPOSED RAFTER TAILS 6" TRIM TYP. BUILDING HEIGHT PLATE HEIGHT H , GARAGE 13�ACKET DETAIL PLATE HEIGHT FINISHED FLOOR PLATE HEIGHT 6" OVERHANG 4X4 P.T. POST WRAPPED TO 8X8 TYP. FINISHED FLOOR 0 N GRADE +' NOTE Si'RAY FOAM INSULATION - NO ROOF VENTING REQUIRED N U' 1'ILS 1. 3 CAR GARAGE 2. EXTEND GARAGE ,5' OUT 5. EXTEND LANAI 3' OUT 4. MOVE GUE5T SUITE 3' OUT 5. EXTENDED COURT YARD WALL 6. ADDT'L WINDOW IN I3ED #3 7. HALF WALL AT LANAI REVISIONS ARB REVISIONS 11.14.2017 n a son me KIVERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Elevations 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet 1 A4 Date 08.17.2017 Scale 1/4" = 1'-0" of Plan Rio- Coastal 9 --) Written dimen5ion5 Shall have precedence over Scale dirrmen5ion5. Gontractor5 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: . 12627 San Jose Blvd Suite 702 Northc'a*,, Jacksonville, FL 32223 Flonaa Design, Inc. 904.260.3319 STUCCO FINISH m 2" BAND OVER 6" BAND TYP. I �i STANDING SEAM METAL ROOF �12 17 6" TRIM TYP. R E Q j, E L E V / \TIO N II !I I I li 'I 16 II I I ����zEM12 , CEMENT BOARD SIDING TYP. 6" TRIM TYP. -U. ir 4X4 P.T. P05T WRAPPED TO 8X8 TYP. 46"h WALL W/ CAP 12 —13 PLATE HEIGHT FINISHED FLOOR PLATE HEIGHT 6" OVERHANG 4X4 P.T. POST WRAPPED TO 8X8 TYP. 104 O 0 FINISHED FLOOR 0 .. N GRADE LOUVER GATE PER CONTRACTOR LOUVERED SHOWER ENCLOSURE EXPOSED RAFTER TAILS ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2014 Building Code, Residential R806.1 Ventilation required. Enclosed attics and enclosed rafter 5pace5 formed where ceilings are applied directly to the underside of roof rafters Shall have croS5 ventilation for each Separate Space by ventilating openings protected against the entrance of rain or Snow. Ncntilation openings Shall have a leant dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) Shall be provided with corro5ion-re5i5tant wire cloth Screening, hardware cloth, or similar material with openings having a least dimension of 1/16 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 nece55ary by the code official due to atmospheric or climatic conditions. R806.2 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 Cla55 I or 11 vapor retarder i5 in5talled 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 i5 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 wall 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. i 8806.3 Vent and insulation clearance. Where cave or cornice vents are in5talled, 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. NOTE: 5PP\AY FOAM INSULATION - NO KOOF VENTING REQUIRED 12 17 ENCLOSURE LEFT 51 D E ELEVATION COURT YARD PRIVACY WALL (EYP) PLATE HEIGHT FINISHED FLOOR PLATT HEIGHT — 20" OVERHANG i BAHAMA SHUTTER (TYP) FINISHED FLOOR Q N ] GRADE ±' 1. BUMF OUT LIVING ROOM SO FLUSH W1 CAFE 2.3 CAR GARAGE 3. EXTEND GARAGE 3' OUT 4. EXTEND LANAI 3' OUT 5. MOVE GUEST SUITE 3' OUT 6. WINDOW IN KITCHEN 7. GARAGE SVC. DOOR 8. ADDT'L WINDOW IN BED #5 9. HALF WALL AT LANAI 10. EXTENDED COURT YARD WALL REVISIONS `-- EXP05EP RAFTER TAILS CEMENT BOARD SIDING TYP. 6" TRIM TYP. 11.14.2017 6" TRIM TYP. R E Q j, E L E V / \TIO N II !I I I li 'I 16 II I I ����zEM12 , CEMENT BOARD SIDING TYP. 6" TRIM TYP. -U. ir 4X4 P.T. P05T WRAPPED TO 8X8 TYP. 46"h WALL W/ CAP 12 —13 PLATE HEIGHT FINISHED FLOOR PLATE HEIGHT 6" OVERHANG 4X4 P.T. POST WRAPPED TO 8X8 TYP. 104 O 0 FINISHED FLOOR 0 .. N GRADE LOUVER GATE PER CONTRACTOR LOUVERED SHOWER ENCLOSURE EXPOSED RAFTER TAILS ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2014 Building Code, Residential R806.1 Ventilation required. Enclosed attics and enclosed rafter 5pace5 formed where ceilings are applied directly to the underside of roof rafters Shall have croS5 ventilation for each Separate Space by ventilating openings protected against the entrance of rain or Snow. Ncntilation openings Shall have a leant dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) Shall be provided with corro5ion-re5i5tant wire cloth Screening, hardware cloth, or similar material with openings having a least dimension of 1/16 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 nece55ary by the code official due to atmospheric or climatic conditions. R806.2 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 Cla55 I or 11 vapor retarder i5 in5talled 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 i5 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 wall 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. i 8806.3 Vent and insulation clearance. Where cave or cornice vents are in5talled, 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. NOTE: 5PP\AY FOAM INSULATION - NO KOOF VENTING REQUIRED 12 17 ENCLOSURE LEFT 51 D E ELEVATION COURT YARD PRIVACY WALL (EYP) PLATE HEIGHT FINISHED FLOOR PLATT HEIGHT — 20" OVERHANG i BAHAMA SHUTTER (TYP) FINISHED FLOOR Q N ] GRADE ±' IN: 000002 RIVERSIDE HOMES ■s Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Elevations 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet Date 08.17.2017 A5 Scale 1/4" = 1'-0" of Plan Rio- Coastal 9 --j Written dimen5ion5 Shall have precedence over scale dimen5ion5. Contractors Shall verify and be re5pon5iHc 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: _ 1262 Blvd an Jose Sure 702 urthJacksonville FL 32223 - cds[ Floriaa Design, Inc. 904.260.3319 1. BUMF OUT LIVING ROOM SO FLUSH W1 CAFE 2.3 CAR GARAGE 3. EXTEND GARAGE 3' OUT 4. EXTEND LANAI 3' OUT 5. MOVE GUEST SUITE 3' OUT 6. WINDOW IN KITCHEN 7. GARAGE SVC. DOOR 8. ADDT'L WINDOW IN BED #5 9. HALF WALL AT LANAI 10. EXTENDED COURT YARD WALL REVISIONS ARB REVISIONS 11.14.2017 IN: 000002 RIVERSIDE HOMES ■s Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Elevations 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet Date 08.17.2017 A5 Scale 1/4" = 1'-0" of Plan Rio- Coastal 9 --j Written dimen5ion5 Shall have precedence over scale dimen5ion5. Contractors Shall verify and be re5pon5iHc 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: _ 1262 Blvd an Jose Sure 702 urthJacksonville FL 32223 - cds[ Floriaa Design, Inc. 904.260.3319 ci m � l c v DESIGN SPECIFICATIONS: GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over Clay Masonry (Brick): 13. Fasten plies of 1 %" wide engineered lumber as follows: Q) minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 2 -ply beams with (3) rows of 0.131"x3'/:' nails @ 12"o.c. c Project has been designed in accordance with the 5th Edition (2014) Florida Building 1. The scope of these plans is limited to the structural requirements of this project. 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and 3 -ply beams with (3) rows of 0.131"x3 %" nails @ 8"o.c. (each side) N Code, Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, or fibermesh reinforcement shall be used with a minimum fiber length of " to 2" Hollow Brick, respectively. Grade SW shall be used. 4 -ply beams with (2) rows of Simpson 6'/<" long SDW screws @ 12" o.c. w c� and flashing requirements are not addressed in these plans. complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per -i E DESIGN CRITERIA: cubic yard in accordance with manufacturer's recommendations. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. STRUCTURAL STEEL: LL �? 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall uJ C C= openings reater than 16" in either 2 J - Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this pe 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and9 e he direction, and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and E J � Basic Wind Speed: 130 mph of construction and occupancy. other deleterious material. Structural fill shall be compacted to a density of at least o.c. and placed within 12" of the openings. Erection of Structural Steel for Buildings (latest editions). o Z a) Building Risk Category: II 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection a. Welded Connections. AWS D1.1 0 m Wind Exposure: C (Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the shall be provided in accordance with applicable code requirements. If soil treatment 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall b. Structural Steel plates: ASTM A36 (Fy=36 ksi or ASTM A572 (Fy=50 ksi o cA Lu P PP q P (Y- ) (Y- ) Cn Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and tempor ry is used, the treatment shall be done after all excavation, backfilling, and compaction have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) vii U Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is completed. 22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) y Wind -Borne Debris: NOT located in the wind-borne debris region construction. Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) a 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or c W 0 = Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for ASTM A53 (Fy=35 ksi) owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. supporting brick veneer over openings. This angle will not be required for arched 3 w determination of grade elevations, drainage features, and special requirements windows where brick is self-supporting. If the length of the opening exceeds 6'-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications. U F - ti associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, the steel an le shall be attached to the wood framin with %" x 3" la screws 12" to 11. The following minimum concrete cover shall be provided for reinforcement: 9 g a 9 @ to ch plates, openings, sleeves, hangers, slab depressions, or other components as may be 3" Concrete cast against and permanently exposed to earth o.c. or Simpson %" x 3" SDS screws 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. - DESIGN DEAD LOADS: required to attach and accommodate other work. g P Y @ P 9 P 9 PP P o 2" Concrete exposed to earth or weather m N 1 1/2" Concrete not exposed to earth or weather WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes Floors: 6. All details and sections shown on the structural drawings are intended to be typical shall not be used. Z o The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following 1. All wood framing has been designed in accordance with "National Design Specification o F- M where indicated otherwise. NDS for Wood Construction," 2012 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. U LL wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor minimum lengths: (NDS) covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be #4 bars: 21" minimum ' CD o notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #5 bars: 26" minimum 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior o < N shall contact the Engineer for clarification in cases of Conflict between the structural #6 bars: 32" minimum grades of visually graded Southern Yellow Pine dimension lumber per "Supplement to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". AG Q cGi Roofs: drawings and any drawings prepared by others prior to commencing work. No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by 3 U) CR Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) 13. Reinforcement in footings shall be bent around corners or comer bars shall be used. the Southern Pine Inspection Bureau (SPIB). 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel p Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration repo . surfaces exposed and visible to the exterior of the structure. n � rn Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support 3. All wood members exposed to weather or in contact with masonry, concrete or soil C O a 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the reinforcing steel. Support items which bear on exposed concrete surfaces shall have shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. 00 DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction ends which are plastic tipped or stainless steel. specified in the soils report shall be followed unless more stringent requirements are 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: CU Floors: specified in these plans. MASONRY: hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 8695, Class 50. o Exterior Balconies: 40 psf If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, Exterior Decks: 40 psf CONCRETE: General: United Steel Products (USP), or Engineer approved equal. v� Stairs: 40 psf (or 300 Ib point load) 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Garages: 50 sf or 2000 Ib point load 1. All concrete work shall be in accordance with "Building Code Requirements for Metal Plate Connected Wood Truss Construction TPI 1-07 ." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM c° 9 P ( P ) 1. All masonry work shall be in accordance with "Building Code Requirements for ( ) All Other Areas: 40 psf Structural Concrete," ACI 318-11, and "Specification for Structural Concrete," ACI 301. Masonry Structures," ACI 530-11, and Specifications for Masonry Structures," ACI F1554, Grade 36. 6. All trusses shall be designed b the Truss Manufacturer's registered Engineer. FLORIDA C.A. NUMBER: 25846 530.1-11 g Y 9 9� Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 3. All metal connectors and hardware which are exposed to the exterior or in contact Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: fc=2500psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per Structural slabs, walls, beams and columns: fc=3000 si registered Engineer's seal for approval. Design notes shall include the rated load ASTM Al3, Class C, or ASTM 8695, Class 50. T With Limited Storage: 20 psf P 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11". 9 9 PP 9 cv With Storage: 30 psf (fixed stair access) Designated radon zones only - all concrete: fc=3000psi capacity of the truss to truss connectors, and the manufacturer's license to fabricate I o 1111111 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used trusses utilizing the connector system proposed. The contractor shall approve 4. Anchor adhesives shall be either SET -XP or AT -XP by Simpson Strong -Tie (with Roofs: 3. Cement shalt conform to "Specification for Portland Cement' (ASTM C150) in brick veneer. fabrication and installation drawings showing size, shape and layout. Florida Product Approval) and installed according to the manufacturer's instructions. ��o```� ° . ••✓1j��r°;;r Less than 4:12 slope: 20 psf Holes shall be cleaned of all debris and brushed out prior to installation of anchor o ®'�A 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 4. The contractor shall be responsible for the design and installation of all flashing. 8. Jobsite handling and erection, including temporary bracing, during installation of adhesive. ` trusses shall comply with TPI / WTCA BCSI 1. J N DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic Concrete Masonry (CMU): ROOF COVERING: 5791 material or other substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened e 7k Walls: 1. Concrete masonry units (CMU) shall be ASTM C90 -11B, Hollow Load -Bearing to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering O Wind loads with plaster or stucco finish: U360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Concrete Masonry Units, normal weight, with a minimum compressive strength of Connection Schedule. system. ` =f S T F Wind loads with other brittle finishes: U240 structural drawings. All reinforcing details shall conform to "Details and Detailing o P : ° 1900 psi (fm=1500 psi). Wind loads with flexible finishes: U120 or U180* Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural 10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. As halt shin les shall com I with ASTM D3161 and be installed accordin to the °�`�'�**�. R,!,a$A• PP P 9 P Y 9 c .t * U180 for exterior walls with interior gypsum board finish. drawings. 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following detail as shown in the structural drawings. manufacturer's requirements. m 10-26-17 Floors: minimum lengths: E FLOYD S. SIMPSON, PE Live Load: U480 * 7. Tolerances for foundation and slab alignment as well as placement of reinforceme t #4 bars: 20" minimum 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall 3. Clay and the roofs shall be installed per the "Concrete and Clay Roof Tile Installation FL PE No. 50791 Total Load: U240 * shall be in accordance with "Standard Tolerances for Concrete Construction andbe provided by others. Manual," and the manufacturer's requirements. co #5 bars: 25" minimum q 9 OMMENTS: * Increased floor stiffness may be required b floor covering manufacturer Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. Y q Y 9 #6 bars: 30" minimum 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according ami Roofs:3. Grout all cells containing vertical reinforc-nent in 5'-0" maximum lifts. specifications: to the manufacturer's requirements. c' Live Load: L/240 LVL or Parallam LSL CU Total Load: L/180 4. Provide cleanouts per ACI 530.1-11 in thy{ bottom course of masonrywhen the wall E=2,000,000 psi E=1,550,000 psi 5. The Contractor shall be responsible for the design and installation of all metal flashing Fb=2,600 psi Fb=2,325 psi and valley material. O height exceeds 5'-0". Y -o Fc =750 psi Fc =900 psi (1) 5. Beam reinforcement shall be continuous across control joints. Fv=285 psi Fv=310 psi C V (U O O C m C E2 C= CII U) C CV rn C6 N All window, door and soffit assemblies shall be designed to withstand the design D Cn pressures indicated below and shall be installed in accordance with the manufacturer's requirements. .21,m WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP 5 INTERIOR ZONE(4) Pos Neg Pos Neg A35 10446.1 MPA1 17244.23 0 to 20 sf 25.1 -33.6 25.1 -27.2 20.1 to 50 sf 24.0 -31.2 24.0 -26.1 50.1 to 100 sf 22.5 -28.2 22.5 -24.6 100.1 to 200 sf 21.2 -26.1 21.2 -23.4 200.1 to 500 sf i 20.2 -23.81 20.2 -22.3 Soffit Design Pressure 1 25.1 -33.61 25.1 -27.2 Metal Connector Fastening Schedule Simpson ID FL # MITEK/USP ID FL # Fasteners Anchorage (U.O.N.) A35 10446.1 MPA1 17244.23 (12) 0.131" x 11/2" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 CU (12) 0.162" x 2'/2" or (12) 0.162" x 31/2' 5/8" w/ 7" embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.162" x 2'/2" or (12) 0.162" x 31/2' 5/8" w/ 7" embed CS16 10852.2 RS150 17244.27 vi m (11) 0.148" x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 c (8) 0.148" x 11/2" into studs (6) 0.148" x 1Y2" into double plate n/a DTT2Z 10441.1 DTB-TZ 17219.1 (8) 1/4" x 1'/2" SDS '/2" w/ 41/2" embed (mono) & 7" embed (stem) GBC 10861.3 HC520 N/A (5) 0.131" x 11/2" into gable brace (7) 0.131" x 21/2" into double plate n/a H2.5A 10456.3 n/a: use RT7 17236.11 a (5) 0.131" x 21/2' in each end - (10) total n/a H2.5T 10446.8 n/a: use RT7 17236.11 N (5) 0.131" x IY2' in each end - (10) total n/a H3 10456.3 RT3A 17236.11 (4) 0.131" x 2'/2" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 c (8) 0.131" x 21/2" 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 r rn .T (20)'/4' x 3" SDS 7/8" w/ 15" embed (SET epoxy only) HDU5 10441.4 PHD5 17219.4 n. (14)'/4' x 21/2' SDS 5/8" w/ 7" embed (mono) & 12" embed (stem) HDU8 10441.4 PHD6 17219.4 U (20)'/4' x 3" SDS 7/8" w/ 15" embed (SE1 epoxy only) HETA16 14473.3 HTA16 17680.4 w (10) 0.148" x 1'/2" 4" embed HTS20/24/30 10456.6 HTW20/24/30 17244.8 0 (10) 0.148" x 3" in each end - (20) total n/a HTSM16/20 11473.12 HTWM16/20 6223.2 c (8) 0.148" x 3" into wood (4) 1/4' x 2'/4" Titen into CMU (4) 1/4" x 13/4' Titen into concrete n/a HTT4 11496.6 HTT4 17324.2 Ca (18) 0.162" x 21/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) HTT5 11496.6 HTT5 17324.2 s (26) 0.162" x 21/2' 5/8" w/ 7" embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 �1 0 0 (12) 0.131" 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 cW (9) 0.148" x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 E (9) 0.148" x 3" into wood (5) 1/4' x 2Y4' Titen into CMU (5)'/4" x 13/4" Titen into concrete n/a MSTA30 10852.9 MSTA30 17244.18 (11) 0.148" x 3" in each end - (22) total n/a 9STA36 10852.9 MSTA36 17244.18 (13) 0.148" x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) 0.148" x 3" into wood (8)'/4' x 2'/4' Titen into CMU (8)'/4' x 13/" Titen into concrete n/a MTS12/20 10456.8 MTW12/20 17244.8 rn (7) 0.148" x 3" in each end - (14) total n/a MTSM16/20 11473.12 HTWM16/20 6223.2 (7) 0.148" x 3" into wood (4) Y4' x 2Y4" Titen into CMU (4) 1/4' x 13/4" Titen into concrete n/a PA51 13326.4 TA51 N/A CD D (14) 0.162" x 2'/2" or (14) 0.162" x 3'/2' 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 a> (12) 0.148" x 11/2' n/a SSP 10446.1 RSPT6 17244.29 (4) 0.148" x 1'/2" into studs (3) 0.148" x 11/2' into double plate n/a STHD14 13326.7 STAD14 17230.3 - (30) 0.148" x 3 1/4' 14" embed Notes: 1.) All connectors manufactured by Simpson Strong -Tie o 2.) Mono = monolithic concrete; stem = masonrystemwal 3.) Anchorage refers to threaded anchors with noted diameters • MITEK/USP (U.O.N.) or bond beam and embedmentdepths SHEET: r O 04 a� c U CU vi m c a N c r rn .T n. U _ w 0 c Ca s cvL �1 0 0 = Q cW 0---' m Q E = V Cl) Z a oL o rn CD D w a o a> U �' .... - F- U-1 W O c U OL JOB NUMBER: 17-1521 COUNTY:DUVAL OFFICE copyUJ NTS Approved By jta RujldN MWt 410.," = DO NOT SCALE THIS DRAWING RELEASE DATE: = r 10-26-17 U C zT c DRAWN BY: CMF c 'tM CHECKED BY: C UJI FSS TITLE: w GENERAL NOTES SHEET: r O 04 Eo co 2x8 TREATED LLDGER w/- %" HDG ANCHOR BOLT @ 18" O.C. (SET ADHESIVE w/ 4" EMBED.) E? 0 4 -an STEMWALL 92'-1" 9'-0" 2'-0" 47'4- 27'-1" 7'-0" ci 48" x 48" x 16" PAD FOOTIN '.'.'. '.�:.................: N I WITH (6) #5 EACH WAY — ------------ SEE DETAIL "P" ON SD -1 I f': ':: j F 24"x 24" x 12" PAD FOOTINGZX I `n II I E :::::; :::I WITH (2) #5 EACH WAY I o L _ _ _ _ J Ig SEE DETAIL "E" ON SD -1 I SD -1 Qr — — I;: :I:: I I I:?:� 4 I I 40'-0-0y" 92'-1" FOUNDATION PLAN 45'-0-0y" T-0" SPECIAL EMBEDDED STRAPS REQUIRED AT "NARROW WALLS" SEE DETAIL "C" ON SHEET S-8 c? 00 60 M 60 REQUI ED AT SEED TAIL "( B STRAPS JW WALLS" CJ = SUGGESTED CONTROL JOINT LOCATIONS (SEE DETAIL "T" ON SD -1) = DENOTES TWO STOR FOOTING CONDITION CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION U C � C V co �N W N 0 m r=- -0 LJL O n = W c EN E J ("i J2 Z 0 O u N = N N wW wl - 2 C.0 toO Z rn 0 co LL rTl () CD w =)0 Q CN J n� a 00 T 0 o FLORIDA C.A. NUMBER: 25846 ��yeac�uftntn►nrrfnq, cu S S//f yri L ,.\�` . + �� . • PYA flay �`� �1+'`: • /• 0 0.50791 cn m 3 i �• TATE OF E .4 0 1�rr .•C R ••••••� VY✓��aC. S. r 11 f)1 • l t\\ +` a) � 7ltFitit4.l� E 10-26-17 E FLOYD S. SIMPSON, PE C FL PE No. 50791 C (COMMENTS 0 a� 0 0 c a> cu w 0) c cu a c cu cl c 21 cn a� cl cu U) a) F- C N 0 co co V .0 .T 30" x 30" x 12"PAD 0 0 )I "' a cu w WITH (3)#5 EACH WAY.... "P"ON E '':':::::::::: : ` .:'.'':'::':';':':''..J...:. —...—........ :: :.::.`::. J 0 = V 1— SEE DETAIL SD-1 .....I........... cn W II Q Z 0 k:: I': II.................... I I :: :::::: ::::::::::::::::::: :: Q O 0 .:;.:—.:.rI:---:—::—::.—....I.:.......—.:.::.;.: ............. . . — LLj� LUS210-Z HANGE z w o J 8'-0" CL' 0 c U 50. 4'- 2Y2 3_, ° 5'-100yy JOB NUMBER: TYP. COUNTY: w 17-1521 DUVAL PAVERS OVER SLAB BY OTHERS a, %" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING = RELEASE DATE; 10-26-17 C3 C F----�_ I I I I I I e 4 I I I I I � I I PROVIDE RECESS I FOR SHOWER I I I I I I I I I I �-j L I I I I I _ ------------ -------------- — — — — — — — — — — — — — — — — -------------------- _ A-�N 30'-1" I I !2 5/2 18'-1" 00 vii _ I 24"x 24" x 12" PAD FOOTING I WITH (2) #5 EACH WAY I I SEE DETAIL "E" ON SD -1 I I B SD -1 B I I I I D-1 I I I I I I I L----------------- --- ----------------- ------------------- I I I t�— — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 40'-0-0y" 92'-1" FOUNDATION PLAN 45'-0-0y" T-0" SPECIAL EMBEDDED STRAPS REQUIRED AT "NARROW WALLS" SEE DETAIL "C" ON SHEET S-8 c? 00 60 M 60 REQUI ED AT SEED TAIL "( B STRAPS JW WALLS" CJ = SUGGESTED CONTROL JOINT LOCATIONS (SEE DETAIL "T" ON SD -1) = DENOTES TWO STOR FOOTING CONDITION CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION U C � C V co �N W N 0 m r=- -0 LJL O n = W c EN E J ("i J2 Z 0 O u N = N N wW wl - 2 C.0 toO Z rn 0 co LL rTl () CD w =)0 Q CN J n� a 00 T 0 o FLORIDA C.A. NUMBER: 25846 ��yeac�uftntn►nrrfnq, cu S S//f yri L ,.\�` . + �� . • PYA flay �`� �1+'`: • /• 0 0.50791 cn m 3 i �• TATE OF E .4 0 1�rr .•C R ••••••� VY✓��aC. S. r 11 f)1 • l t\\ +` a) � 7ltFitit4.l� E 10-26-17 E FLOYD S. SIMPSON, PE C FL PE No. 50791 C (COMMENTS 0 a� 0 0 c a> cu w 0) c cu a c cu cl c 21 cn a� cl cu U) a) F- C N 0 co V .0 .T 0 0 = "' a cu w E m J 0 = V 1— U) cn W a Q Z 0 W Q O 0 — LLj� z w o J CL' 0 c U CL JOB NUMBER: COUNTY: w 17-1521 DUVAL a, %" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING = RELEASE DATE; 10-26-17 C3 C W DRAWN BY: CMF C 'a CHECKED BY: C W TITLE: FOUNDATION PLAN = SHEET; r OS�2 N NOTE: - EACH REAR POST SHALL BE TREATED 44 POST ON ABU44-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 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD I u� III 1 _--(2) JACKS MIN. _(2) JACKS MIN. �_---------=R ................... --' I III III III III III SD -3 131 l�J ��1 III III III III III 131 13:1 13:1 1�:1 lil III � zo III III leo `� I III lit M III S TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS (2) 2x6 BUILT-UP POST (MIN.) FULL HEIGHT WALL SHEATHING NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL BUILT-UP POSTS I I VT. 2 SPANS 2x6 HEADER 2J I 2K III I (5) 2x4 BUILT -U POST (MIN.) II2x4 STUDS @ 12" O.C. SPACING 2x6 FRAMED I 5) 2x4 BUILT-UP WALL : . POST (MIN.) ....... :::: SOLD. (3) 2x12 HEADER STU S III ................... --' I 13:1 WITH HEADER CONTINUOUS Illy ISI I� IIIA - - - - - - - --------- s---------------- - I 13;1 III I (5) 2x4 BUILT -U POST (MIN.) II2x4 STUDS @ 12" O.C. SPACING 2x6 FRAMED I 5) 2x4 BUILT-UP WALL : . POST (MIN.) ....... :::: SOLD. (3) 2x12 HEADER STU S III .CONSTRUCT USING APA --' IIIA 13:1 WITH HEADER CONTINUOUS Illy ISI I� IIIA I11 �� IIIw 13;1 lit m I31 V 1110 54" x 54" PARALLAM COLUM IIS z ilia. ON ABU66 POST BASE �� 1 GROUT UNDERSTAND EACH COURTYARD POST SHALL BE R (SOLID III IIIA OFF PLATE BEFORE INSTALLATION) / (SEE DETAIL "D" ON S-8) INSTALL CCQ COLUMN NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON A S-3 2x12 HEADI 2J F 2K (2) 2x6 BUILT -U POST (MIN) ... —' 1>-------------�_=_j2)2x12PORCH BEAM (TYPICALL _ — — — — — — — � R III sD-3 III � 111 III III III II LU Y II IIS � N II Ilr I CAP AT BEAM00 N NII III IIIN III IIIN - II 111 I III II III III i i (2) 1 %" x 9Y4" LVL III 2J2K G01__ III II III III � III III SA III (2) 2x6 HEADER 2J 2K (2) JACK STUDS (2) KING STUDS (2) JACK STUDS (2) KING STUDS a a w Y N N N N NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 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 Y8" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS 1. INSTALL U 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 SDA 3. F GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 23.4 psf± III CONSTRUCT USING APA NARROW WALL METHOD II WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "C" ON S-8) ................ ............................................ . III �II SII W II SD -3 NII III I -.. , .CONSTRUCT USING APA --' NARROW WALL METHOD II x 94" LVL III 111 WITH HEADER CONTINUOUS II ACROSS RETURN WALLS I� (SEE DETAIL "C" ON S-8) III Lu IIIA cu lit F— IIS O V II. o IIS z NOTE: III`" z EACH COURTYARD POST SHALL BE R TREATED 44 POST ON ABU44-Z POST BASE III /STRUCTURAL BRACKET III / (SEE DETAIL "D" ON S-8) a w Y N N N N NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 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 Y8" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS 1. INSTALL U 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 SDA 3. F GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 23.4 psf± III CONSTRUCT USING APA NARROW WALL METHOD II WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "C" ON S-8) ................ ............................................ . III �II SII W II SD -3 NII III I -.. , IIF- III III III R III II x 94" LVL III 111 sD-3 R III SDS III II 2J 1K III................... 0 IT - — —.. . III � X111 0 alll cu I� X I C-4 Quj III V I`� V °III NOTE: EACH COURTYARD POST SHALL BE R TREATED 44 POST ON ABU44-Z POST BASE SD -3 STRAP POST TO EACH BEAM ABOVE O = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2%") WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON SEE DETAIL "U" ON SHEET SD -3 NOTE: a THIS OPEN PORCH CEILING .... ....... ............... .... ' ' REQUIRES A MINIMUM e" SHEATHING SW -3 _aR FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES .............. .............. ................................... .... .... ........ AND 12" O.C. IN THE FIELD ........ ..... _.._ _ .......... ................................................................................ I ...... ........... ............. ... .. _ _... .. .. ....................................................... NAIL BOTTOM CHORD TO BRACE w/ 0.131" x 3" NAILS @ 4" O.C. )OF TRUSS 2x_ BRACE NAILED TO DOUBLE PLATE w/ 0.131" x 3" NAILS @ 4" O.C. -DOUBLE TOP PLATE A SECTION - SHEARWALL BRACING S3 U C � a� c m � W N M E L 4 LL V U) � m u _� J J a> E Z c O a� CL CV CV C �k cn W M O L Lu N W d - Z g, o U) Li_ c> t Q C.0 3 L j U) CL � rn C O n. a� o FLORIDA C.A. NUMBER: 25846 a a� N L C,"e H�UIa u.�atie.�1 .. o 1��0o GEN' 0.50791 L S q OF cc / 10-26-17 ' Y E, FLOYD S. SIMPSON, PE. c FL PE No. 50791 E 1COMMENTS A cu vi m (D cn a� a� 0 c m � 4" = V-0" (U.O.N.) (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE i V V DO NOT SCALE THIS DRAWING L m .a 0 ......::: = NON-BEARING WALL 101 cu D = BEARING WALL V W a SW -6 _ O = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2%") Liu 0 NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON 0 °° a = SW -3 _aR V v0i D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Yz") (� INTERMEDIATE SUPPORTS Q SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL Z O � � NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL J V a BE NAILED @ 3" O.C. TOP AND BOTTOM PER DETAILS "A" & "B" ON SHEET SD -2 -U.O.N. � WOOD FRAMED HEADER LEGEND: Q 0 d• U � — W Z _w 0J o V CL c JOB NUMBER: COUNTY: 17-1521 DUVAL Lu SHEARWALL LEGEND: 4" = V-0" (U.O.N.) (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE i cn DO NOT SCALE THIS DRAWING = RELEASE DATE: ......::: = NON-BEARING WALL 101 cu D = BEARING WALL SW -6 _ O = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2%") LL NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON cn INTERMEDIATE SUPPORTS SW -3 _aR D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Yz") NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS SBS = SHEATH BOTH SIDES OF WALLS 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 -2 -U.O.N. WOOD FRAMED HEADER LEGEND: SIZ OF HEADER WALL LAYOUT - FIRST FLOOR 2 2x_HEADER J K QUANTITY UANTITY OF JACKS OF KING STUDS NOTE: U ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM 4" = V-0" (U.O.N.) (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE i cn DO NOT SCALE THIS DRAWING = RELEASE DATE: 10-26-17 U ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM cn (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE i INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH o N MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) Io J BY: CMF :ED BY: FSS WALL LAYOUT FIRST FLOOR S-3 NOTE: EACH REAR POST SHALL BE TREATED 44 POST ON ABU44-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 HOLDOWN HOLDOWN Y8" /" ROD -_---------=R III SD -3 III HTT5- HOLDOWN TT5HOLDOWN AT HEADER ............... III 111 -M... III l�_I III 11:1 III 11:1 m 111 I�:I III lil I III III I11 BMa—=------ FULL HEIGHT WALL SHEATHING HOLDOWN ROD L I �/a" ROD 4 RODS 'O.C. MAX @ .. o MSTA3 II ............... _ _... .......... III III III III III III III III III III III 11:1 1�:1 I�� II:I 111 lei III HTT5 III III HOLDOWN II III III III III II II _ III III 111 HTT5 III HOLDOWN 5%" x 5%" PARALLAM COLUM 0 ANCHOR:BOLTS @24":O.C. m HTT5 0 HOLDOWN --- Q HOLDOWN HOLDOWN III... , ../HOLDOWN ROD WE 1 TIE -DOWN LAYOUT - FIRST FLOOR LSTA18 AT EACH END OF HEADER 8,1 HTT5 HOLDOWN CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "C" ON S-8) 1. INSTALL (1) 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 I� /CONSTRUCT USING APA HTT5 NARROW WALL METHOD HOEDOWN I) WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "C" ON S-8) .................. . III III \ 111 III R . III SD -3 NI NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. DOUBLE PLATE r " MIN, 1" MAX STUD SDWC 15600 SCREW ELEVATION- SDWC 15600 OPTIMAL 221/20 ANGLE 0° DOUBLE 3T \��\ 14 i PLATE � � I SDWC 15600 1/41 SCREW STUD SECTION- SDWC 15600 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) E3 = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE CU c � � � 1 c V c op W N 0, M 2 LL O n 2 LJJ J •E J W N o U) W CDC 0 CID'j,y CV N 04 cn 3 � w ~CD p� U) M N O T j^ Lu N Lu 4 CD, 0 o co L: 15 aCN U) CR co __j o 0. O rn a c r - cu 0 a� .Q o FLORIDA C.A. NUMBER: 25846 a� L ID 0 50791 E o T TE OF CD �A,4��� . .•��� vvvw,� cu 10-26-17 y, FLOYD S. SIMPSON, PE cu FL PE No. 50791 E- 1COMMENTS 0 n� CL 0 a� .n 0 0 c co a� HTT5 R SD -3 HOLDOWN 5%" x 5%" PARALLAM COLUM 0 STA18 AT EACH ON ABU66 POST BASE c END OF HEADER MSTA24 AT (SOLID GROUT UNDER STAND cu HEADER OFF PLATE BEFORE INSTALLATION) INSTALL CCQ COLUMN CAP AT BEAM 0 0 HTT5 = HOLDOWN cl)W ''IIIIII cu 3/8" ROD 111 R III sD� �L STA18 AT EACH 0 II I I STA18 AT EACH III // END OF HEADER a END OF HEADER = —GU— V ~ _0 III .........---HTT5 III W HOLDOWN III z HTT5 III "ROD fn HOLDOWN /" ROD 1Ii J V NOTE: EACH COURTYARD POST SHALL BE R TREATED 44 POST ON ABU44-Z POST BASE Lu a SD -3 STRAP POST TO EACH BEAM ABOVE `J WITH (1) H6 -Z CLIP OR (1) MSTA24-Z L TYPICAL ALL POSTS - (U.O.N.) Z SEE DETAIL "U" ON SHEET SD -3 TIE -DOWN LAYOUT - FIRST FLOOR LSTA18 AT EACH END OF HEADER 8,1 HTT5 HOLDOWN CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "C" ON S-8) 1. INSTALL (1) 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 I� /CONSTRUCT USING APA HTT5 NARROW WALL METHOD HOEDOWN I) WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "C" ON S-8) .................. . III III \ 111 III R . III SD -3 NI NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. DOUBLE PLATE r " MIN, 1" MAX STUD SDWC 15600 SCREW ELEVATION- SDWC 15600 OPTIMAL 221/20 ANGLE 0° DOUBLE 3T \��\ 14 i PLATE � � I SDWC 15600 1/41 SCREW STUD SECTION- SDWC 15600 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) E3 = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE CU c � � � 1 c V c op W N 0, M 2 LL O n 2 LJJ J •E J W N o U) W CDC 0 CID'j,y CV N 04 cn 3 � w ~CD p� U) M N O T j^ Lu N Lu 4 CD, 0 o co L: 15 aCN U) CR co __j o 0. O rn a c r - cu 0 a� .Q o FLORIDA C.A. NUMBER: 25846 a� L ID 0 50791 E o T TE OF CD �A,4��� . .•��� vvvw,� cu 10-26-17 y, FLOYD S. SIMPSON, PE cu FL PE No. 50791 E- 1COMMENTS 0 n� CL 0 a� .n 0 0 c co a� 0 c cu L 0 0 = 3r cl)W cu Q Ljj 0 0 °° a = V ~ _0 W Q z p Z d fn J V Lu a O `J L Z LLj c' w O c p> JOB NUMBER: COUNTY: w 17-1521 DUVAL 2) 0 bUALL: %" =1'-0" (U.O.N.) y DO NOT SCALE THIS DRAWING = RELEASE DATE: 10-26-17 ci c DRAWN BY: CMF c CHECKED BY: cFSS LJJ TITLE: 2' TIE -DOWN LAYOUT FIRST FLOOR = SHEET: r` 0 N O SECOND FLOOR SHEATHING SHALL LAP ONTO BEAM A MINIMUM OF 6". NAIL SHEATHING TO BEAM wl (2) ROWS OF 0.131" x 2%" NAILS @ 6" O.C. STAGGERED ALTERNATE: CS16 STRAPS @ 32" O.C. T-1 a ❑- W Y N x co N N i (2) JACKS MIN. FULL HEIGHT WALL SHEATHING NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL BUILT-UP POSTS S TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS 2x8 HEADER 2J 2K 11 MIN. II �L� 1JJ 10" BETWEEN FLOORS III (2) JACKS MIN. (2) JACK,' MIN -- 2) 2x6 BUILT -up (2) 2x6 BUILT -U POST (MIN.) w/ CS16 POST (MIN.) w/ CS16 SECOND FLOOR SHEATHING TO BEAM BELOW BETWEEN FLOORS SHALL LAP ONTO BEAM A MINIMUM OF 6". NAIL SHEATHING TO BEAM w/ (2) ROWS OF 0.131" x 2%" NAILS @ 6" O.C. STAGGERED ALTERNATE: CS16 STRAPS @ 32" O.C. SECOND FLOOR SHEATHING SHALL LAP ONTO BEAM A MINIMUM OF 6". NAIL SHEATHING TO BEAM w/ (2) ROWS OF 0.131" x 2%" NAILS @ 6" O.C. STAGGERED ALTERNATE: CS16 STRAPS @ 32" O.C. (2) CS16 BETWEEN FLOORS (2) JACK: MIN (2) CS1 BETWEEN FLOORS 9 CD S —TW-7 CS16� BETWEEN Y FLOORS N CD 2 X N v ■❑ I C I SECOND FLOOR SHEATHING �� I SHALL LAP ONTO BEAM A MINIMUM OF 6". NAIL SHEATHING TO BEAM w/ (2) ROWS OF 0.131" x 2%" NAILS @ 6" O.C. STAGGERED ALTERNATE: CS16 STRAPS @ 32" O.C. 0j WALL LAYOUT - SECOND FLOOR NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 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 %" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS U c � c 'C N a) 00 � CV W cN rn E L o W n W c E J ,9 z O c' C/) U v, 0 o QcD O C CV C � cn W cn U M a> 0 O C ' j■� � N Z go 6o J� O C Q O U) Oq m o CL O c ■ ■ 0 2 m FLORIDA C,A. NUMBER: 25846 0 c s. 45 I I SECOND FLOOR SHEATHING I I I SHALL LAP ONTO BEAM A MINIMUM OF 6". NAIL SHEATHING TO BEAM - " w/ (2) ROWS OF 0.131" x 2%" NAILS @ 6" O.C. STAGGERED ALTERNATE: CS16 STRAPS @ 32" O.C. S A F I C I SECOND FLOOR SHEATHING �� I SHALL LAP ONTO BEAM A MINIMUM OF 6". NAIL SHEATHING TO BEAM w/ (2) ROWS OF 0.131" x 2%" NAILS @ 6" O.C. STAGGERED ALTERNATE: CS16 STRAPS @ 32" O.C. 0j WALL LAYOUT - SECOND FLOOR NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 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 %" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS U c � c 'C N a) 00 � CV W cN rn E L o W n W c E J ,9 z O c' C/) U v, 0 o QcD O C CV C � cn W cn U M a> 0 O C ' j■� � N Z go 6o J� O C Q O U) Oq m o CL O c ■ ■ 0 2 m FLORIDA C,A. NUMBER: 25846 0 c s. 45 ,uuuum ruau p"epU aaas paaa�ai �s s tv cu - " E o S A F ••' ' " E 10-26-17 FLOYD S. SIMPSON, PE a cu FL PE No. 50791 E (COMMENTS L O aw 0 O G cu c c cu c cu C6 cu m a> w L_ THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) CL O _ o • %" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE t (4" MINIMUM EMBEDMENT REQUIRED) o a c o = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE ca ( j SHEARWALL LEGEND: V J, d T' = NON-BEARING WALL V) V W Q D= BEARING WALL E m m J E Q V SW -6 0 yr D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2%") W Q NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON Q Z O INTERMEDIATE SUPPORTS aa) J V SW -3 D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Y2") Q NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON aa) > Q 0 INTERMEDIATE SUPPORTS L U W SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL w p a> U NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL BE NAILED @ 3" O.C. TOP AND BOTTOM PER a JOB NUMBER: Y: couNry DUVAL DETAILS 'W & "B" ON SHEET SD -2 - U.O.N. a, WOOD FRAMED HEADER LEGEND: %" =1' o" (U.O.N.) W DO NOT SCALE THIS DRAWING SIZ =RELEASE DATE: OF HEADER � 10-26-17 ci c 2 2x TUANITITY _JPKEDB F QUANTITY p> FSS OF JACKS OF KING STUDS W Q'LAYOUT NOTE: 0D FLOOR 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 N MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) O 2x6 LEDGER w/ (4) 0.131" x 3" NAILS AT END T B hiTS2 jTTRUSjjS FOR WAI AT' SS �I G03III LLL III II II III I I TS24 AT ......HTS24 TRUSS TRUSS G01TRUSS,, . J12 12 .......... ........ ... III . I I IIIIIIIII III i LEDGER w/ (4) 31" x 3"AILS IP CH TRU S END BEAM I.D. BEAM SPECIFICATIONS BM1 (3)1 4" x 20" 2.0E LVL BM2 (2)1 4" x 20" 2.0E LVL BM3 (3)1 4" x 20" 2.0E LVL BM4 (2)1 4" x 20" 2.0E LVL BM5 :rill III D01 I III H2.5T OR SDWC 15600 SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER III DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR ALL OTHER TRUSSES (ROOF) H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 III III III III }� III III BEAM I.D. BEAM SPECIFICATIONS BM1 (3)1 4" x 20" 2.0E LVL BM2 (2)1 4" x 20" 2.0E LVL BM3 (3)1 4" x 20" 2.0E LVL BM4 (2)1 4" x 20" 2.0E LVL BM5 (2) 1 34" x 20" 2.0E LVL BM6 (2)1 4" x 20" 2.0E LVL III III o I m III III III STRUCTURAL BRACKET NOTE: III /(SEE DETAIL "D" ON S-8) H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR 41 SIDE OF THE WALL TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT A01 HTS24 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS HTS24 G01 H2.5T OR SDWC 15600 HTS24 ; HTS24 H2.5T OR SDWC 15600 SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER III DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR ALL OTHER TRUSSES (ROOF) H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 3 LOWER ROOF LAYOUT CU C � 1 . c ``I/J C co Ufa W N u- V LLJ +� _ J Z oc c Y vm U N o Q � n N N 3� cn Id d n cn ce) a� o Co Z d o U)U- o 0 =N 4:-;¢ to 3 U j Coo a rn -2 O d o c 0 tt CID a FLORIDA C.A. NUMBER; 25846 cu o ,��iiiIlliil�l o � c- 3 ST OF x` oil +� ✓` •I+P V� ° Ttt4i L F CID E10-26-17 FLOYD S. SIMPSON, PE m FL PE No. 50791 C 1COMMENTS 0 -0 CID Q 0 a> .Q 0 0 c c� cn m 0 cu -Q c m vi c a� ci c) a) 32 m L 1- C a� NOTE: CD 1) ALL TRUSS CONNECTORS ARE BASED ON c/) UPLIFTS COMPUTED BY ENGINEER OF RECORD 0 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED v 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM III SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER III DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE III CONTRACTOR III 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED }� AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR III APPROVAL OF THE ENGINEER OF RECORD III 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE III INTERIOR SIDE OF WALL (5) REFER TO MANUFACTURER'S INSTALLATION DETAILS II WHEN USING SDWC SCREWS 0 0 III III IIS �I III = 3 LOWER ROOF LAYOUT CU C � 1 . c ``I/J C co Ufa W N u- V LLJ +� _ J Z oc c Y vm U N o Q � n N N 3� cn Id d n cn ce) a� o Co Z d o U)U- o 0 =N 4:-;¢ to 3 U j Coo a rn -2 O d o c 0 tt CID a FLORIDA C.A. NUMBER; 25846 cu o ,��iiiIlliil�l o � c- 3 ST OF x` oil +� ✓` •I+P V� ° Ttt4i L F CID E10-26-17 FLOYD S. SIMPSON, PE m FL PE No. 50791 C 1COMMENTS 0 -0 CID Q 0 a> .Q 0 0 c c� cn m 0 cu -Q c m vi c a� ci c) a) 32 m L 1- C a� %" = V-0" (U.O.N.) CD 3 LOWER ROOF LAYOUT CU C � 1 . c ``I/J C co Ufa W N u- V LLJ +� _ J Z oc c Y vm U N o Q � n N N 3� cn Id d n cn ce) a� o Co Z d o U)U- o 0 =N 4:-;¢ to 3 U j Coo a rn -2 O d o c 0 tt CID a FLORIDA C.A. NUMBER; 25846 cu o ,��iiiIlliil�l o � c- 3 ST OF x` oil +� ✓` •I+P V� ° Ttt4i L F CID E10-26-17 FLOYD S. SIMPSON, PE m FL PE No. 50791 C 1COMMENTS 0 -0 CID Q 0 a> .Q 0 0 c c� cn m 0 cu -Q c m vi c a� ci c) a) 32 m L 1- C a� %" = V-0" (U.O.N.) c/) DO NOT SCALE THIS DRAWING 0 RELEASE DATE: 10-26-17 v c 07 U V 0 0 = v y V cu Lu >_ m E o a Lu Q p Z Q (' U) T N L Lu Q O / U Z � 0 o U � c JOB NUMBER: NTY: w 17-1;7DUVAL o %" = V-0" (U.O.N.) c/) DO NOT SCALE THIS DRAWING Z = RELEASE DATE: 10-26-17 v c DRAWN BY: CMF C CHECKED BY: CFSS uj TITLE: LOWER ROOF LAYOUT -0 = SHEET: r O 04 Q S�6 ❑ J15 =I= FF NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT L01 H2.5T OR SDWC 15600 HTS24 H2.5T OR SDWC 15600 J15 (2) HTS24 J O u U (2) HTS24 .- AS LISTED, DO NOT SUBSTITUTE WITHOUT PRIOR TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT L01 H2.5T OR SDWC 15600 HTS24 H2.5T OR SDWC 15600 N04 (2) HTS24 J O u U (2) HTS24 W I J_ ID AS LISTED, DO NOT SUBSTITUTE WITHOUT PRIOR � C Z CD ALL OTHER TRUSSES H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: CN J16 �I 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD II UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED I� 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 7 111 1 N (2)TS24 (2) AT RUSS AT UPPER ROOF LAYOUT d i CONTRACTOR co LO N N 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED J O u U I❑ W I J_ ID AS LISTED, DO NOT SUBSTITUTE WITHOUT PRIOR � C Z CD cn Lu APPROVAL OF THE ENGINEER OF RECORD w O= N ❑ w M Cn � 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE � � N Lu o z� INTERIOR SIDE OF WALL ci ................ ...... (5) REFER TO MANUFACTURERS INSTALLATION DETAILS 1 .c.0 �- co WHEN USING SDWC SCREWS U)lx� CO J15 O 7 111 1 N (2)TS24 (2) AT RUSS AT UPPER ROOF LAYOUT d i = SHEET: ti r OS�7 N co LO N N M E J O u U n ' ` V W I J_ ID � C Z CD cn Lu N Q N w O= N wLu w M Cn � ^ O � � N Lu o z� ci � N .c.0 �- co U)lx� o� J O O 0o v FLORIDA C.A. NUMBER: 25846 i 's % 0 0.50791 T OF ' e; s 10-26-17 FLOYD S. SIMPSON, PE FL PE No. 50791 = OMMENTS: s n 3 5 3 i u L) 6 T a a 7 6 n 7i D n v v a v n v T n ll 3 7 C n v 7 4 ll n y a L) y D C3 C CC � U C J. CL7 0 OV T U 3 c_v Q E m _ J 0 = V FQ— cn W cl) 0 Q O cn cl) J V T � nW m Q O a> Z 6 LLJ w O J � U � 'ib JOB NUMBER: 17-1521 COUNTY:DUVAL W O %" =1'-0" (U.O.N.) .n U) DO NOT SCALE THIS DRAWING = RELEASE DATE: 10-26-17 v c t5) c DRAWN BY: CMF C CHECKED BY: CFSS Lu TITLE: a' UPPER ROOF LAYOUT a� n cn = SHEET: ti r OS�7 N 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS RE -ENGINEERED TRUSS LOWER RAFTER TO ALIGN w/ BOTTOM OFT & G FARING WALL ELEVATION DOUBLE PLATE FASTEN SHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0,131"x2'/" NAILS AT ALL LOCATIONS (U.O:N.) FASTEN PLATE TO HEADER wl (2) ROWS OF 0.131" x 3Y4" @ 3" O.C. MINIMUM (3) STUDS ; MINIMUM %6" RATED SHEATHING NAIL BLOCKING TOGETHER w/ (3) EVENLY SPACED 0.131'x3'/" STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) 5e" EPDXIED ANCHOR BOLT w/ 7" MIN. EMBEDMENT w/ MINIMUM 2" x 2"x 3i6" PLATE WASHER I jI 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN w/ BOTTOM OF T & G WALL PRE-ENGINEERED HIP TRUSS PLAN VIEW CORNER HIP RAFTER DETAIL HEADER (AS NOTED) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE- MINIMUM (3) 2x4 R WIRED AT TOP OF OPENING WITH RAISED H ER. ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G DECKIN 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN w/ BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) 1'-8" OVERHANG 3'4" 0.131"x 3" NAILS @ 8" O.C. STAGGERED ACROSS ALL INTERSECTING MEMBERS PRE-ENGINEERED TRUSS 3 WALL ELEVATION 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN w/ BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) PLAN VIEW RAFTER TAIL DETAIL PRE-ENGINEERED TRUSS EARING WALL U C � TT \• C ( j C CC) c uj I to N W N M d J u- LjTT \y/ J O Z c O � Y N O � N Lu c U) a� o w z o U) L Q L_ F-- cu M O 00 a � c 0 OVERHANG EXTEND RAFTER PAST DIAGONAL 0.131"x 3" NAILS @ 8" O.C. ROOF SHEATHING --'STAGGERED ACROSS INCREASE NAIL SIZE TOALL INTERSECTING MEMBERS 0.120" x 3" RING SHANK IN THROUGH TRUSS INTO RAFTER OVERHANG AREA FROM OPPOSITE SIDES OF NOTCH 1x6 T&G DECKIN ° 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS RE -ENGINEERED TRUSS LOWER RAFTER TO ALIGN w/ BOTTOM OFT & G FARING WALL ELEVATION DOUBLE PLATE FASTEN SHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0,131"x2'/" NAILS AT ALL LOCATIONS (U.O:N.) FASTEN PLATE TO HEADER wl (2) ROWS OF 0.131" x 3Y4" @ 3" O.C. MINIMUM (3) STUDS ; MINIMUM %6" RATED SHEATHING NAIL BLOCKING TOGETHER w/ (3) EVENLY SPACED 0.131'x3'/" STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) 5e" EPDXIED ANCHOR BOLT w/ 7" MIN. EMBEDMENT w/ MINIMUM 2" x 2"x 3i6" PLATE WASHER I jI 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN w/ BOTTOM OF T & G WALL PRE-ENGINEERED HIP TRUSS PLAN VIEW CORNER HIP RAFTER DETAIL HEADER (AS NOTED) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE- MINIMUM (3) 2x4 R WIRED AT TOP OF OPENING WITH RAISED H ER. ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G DECKIN 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN w/ BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) 1'-8" OVERHANG 3'4" 0.131"x 3" NAILS @ 8" O.C. STAGGERED ACROSS ALL INTERSECTING MEMBERS PRE-ENGINEERED TRUSS 3 WALL ELEVATION 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN w/ BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) PLAN VIEW RAFTER TAIL DETAIL PRE-ENGINEERED TRUSS EARING WALL U C � TT \• C ( j C CC) c uj I to N W N M d J u- LjTT \y/ J O Z c O � Y N O � N Lu c U) a� o w z o U) L Q L_ F-- cu M O 00 a � c 0 9j (COMMENTS 0 cu cl cu (D a� .o cu cucu a� a '—(2) MSTA30 STRAPS cu L Qi 2x8 LEDGER ATTACHED TO EACH STUD / GARAGE HEADER � ° BEYOND w/ (4) 0.131" x 3" MINIMUM (3) STUDS NAILS @ 16" O.C. o, 3) 0.131" x 3" TOENAILS o AT RAFTER TO EACH END n� (TYP.) IN. 2x8 TRELLIS ALL EXTERIOR BRACKET / TRELLIS RAFTER @ 24" O.C. MEMBERS SHALL BE TREATED m NOTE: r d SHEATHING ONLY SHOWN FOR 3) 0.131" x 3" TOENAILS •2' (, ° NARROW WALL SECTION. AT RAFTER TO EACH END a ° REMAINING SHEATHING NOT HALF -LAP JOINT IN MEMBERS--_.(TYP.) o _ ° ° SHOWN FOR CLARITY. wl (2)Y4" x 3" SDS SCREWS 2x8 uj Q .•-► %" x 6" SDS SCREWo W (POCKET SCREW AS x4 MEMBER Q m Q REMINR3""DE BEDMENT) o TO ACHIEVE 4) 0.131" x 3" TOENAILS �, = V ~ (TYP.) AT BEAM TO BRACKET �, W cn Z Q (TYP.) 0 Q O SHEATHING---_ m ° ° ° MIN. 6x6 MEMBER---, ° ° STHD14 EMBEDDED STRAP Y4" x 4Yi' SDS SCREW �' LLJ Q HTT5 IF NOTED) MIN. 44 MEMBE (POCKET SCREW AS L � REQUIRED TO ACHIEVE 2x6 BUILT -U w ° JACK /KING PROPER EMBEDMENT) w –� c' O STUD POST J CONCRETE FOOTING OTE: U PER FOUNDATION PLAN ALIGN BRACKET SCREWS p� JOB NUMBER: COUNTY: ° TO PENETRATE INTO STUDS w 17-1521 DUVAL (NOT BETWEEN PLIES OF EPP CD Y4" =1'-0" (U.O.N.) L v JACK /KING STUD POST TYPICAL) mo 12 DO NOT SCALE THIS DRAWING 4° X 6° SDS SCREW = RELEASE DATE: a (POCKET SCREW 10-26-17 4 UP TO 2") (TYP.) c d DRAWN BY: CMF C CHECKED BY: DETAIL — NARROW WALL METHOD D DETAIL - BRACKET OVER GARAGE w TITLE: S-821 DETAILS = ISHEET: r O 04 FLORIDA C.A. NUMBER: 25f ```,```",�1�\11141if fP➢f;FSPl3[ tttrtt'' cc c > 1 0.50791 %1 O � cu 3 ° TATE OE Q a�(till lilt c 10-26-17 FLOYD S. SIMPSON, PE cu _ FL PE No. 50791 9j (COMMENTS 0 cu cl cu (D a� .o cu cucu a� a '—(2) MSTA30 STRAPS cu L Qi 2x8 LEDGER ATTACHED TO EACH STUD / GARAGE HEADER � ° BEYOND w/ (4) 0.131" x 3" MINIMUM (3) STUDS NAILS @ 16" O.C. o, 3) 0.131" x 3" TOENAILS o AT RAFTER TO EACH END n� (TYP.) IN. 2x8 TRELLIS ALL EXTERIOR BRACKET / TRELLIS RAFTER @ 24" O.C. MEMBERS SHALL BE TREATED m NOTE: r d SHEATHING ONLY SHOWN FOR 3) 0.131" x 3" TOENAILS •2' (, ° NARROW WALL SECTION. AT RAFTER TO EACH END a ° REMAINING SHEATHING NOT HALF -LAP JOINT IN MEMBERS--_.(TYP.) o _ ° ° SHOWN FOR CLARITY. wl (2)Y4" x 3" SDS SCREWS 2x8 uj Q .•-► %" x 6" SDS SCREWo W (POCKET SCREW AS x4 MEMBER Q m Q REMINR3""DE BEDMENT) o TO ACHIEVE 4) 0.131" x 3" TOENAILS �, = V ~ (TYP.) AT BEAM TO BRACKET �, W cn Z Q (TYP.) 0 Q O SHEATHING---_ m ° ° ° MIN. 6x6 MEMBER---, ° ° STHD14 EMBEDDED STRAP Y4" x 4Yi' SDS SCREW �' LLJ Q HTT5 IF NOTED) MIN. 44 MEMBE (POCKET SCREW AS L � REQUIRED TO ACHIEVE 2x6 BUILT -U w ° JACK /KING PROPER EMBEDMENT) w –� c' O STUD POST J CONCRETE FOOTING OTE: U PER FOUNDATION PLAN ALIGN BRACKET SCREWS p� JOB NUMBER: COUNTY: ° TO PENETRATE INTO STUDS w 17-1521 DUVAL (NOT BETWEEN PLIES OF EPP CD Y4" =1'-0" (U.O.N.) L v JACK /KING STUD POST TYPICAL) mo 12 DO NOT SCALE THIS DRAWING 4° X 6° SDS SCREW = RELEASE DATE: a (POCKET SCREW 10-26-17 4 UP TO 2") (TYP.) c d DRAWN BY: CMF C CHECKED BY: DETAIL — NARROW WALL METHOD D DETAIL - BRACKET OVER GARAGE w TITLE: S-821 DETAILS = ISHEET: r O 04 BRICK VENEER WITH 1" AIR SPACE AND WALL TIES U c ' a� ar c ao CN BRICK VENEER WITH 1" AIR SPACE w C14 CONT. FLASHING; PROVIDE WEEP AND WALL TIES m E HOLES @ 33"O.C.w a) J p GROUT AIR SPACE BELOW FLASHINGU) ^^ ^ w SILL PLATE CONT. FLASHING; PROVIDE WEEP I I CONCRETE SLAB o > CONCRETE SLAB;. HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING )_ o ' �_ O w U o' g SILL PLATE j ^ ' r-- c Q N � CD co CONCRETE SLAB GRADE \\ \/\\/\\/\\/\\/\\�\ I CONCRETE SLAB BARING POST (AS NOTED) 3:: � w ~ ti GRADE • //�//\ �/\(1) #5 CONT. \�8" /' Q °° GSE \\�\//\\//\\�\\�\/\\// \\/�(1) #5 CONT. \�//\//\ r a J� L •° a CONCRETE SLAB CONCRETE SLAB '� o M � � CMU STEMWALL WITH 1 #4 48"O.C. H.. //� \ \\ 0 / AND IN EACH CORNER. -\/ o z °\°—CN ° ° \ \ �/\ //\//\//\ ADD 8" x 16" CMU TO INSIDE OF \\j\\j\\ — GRADE ° u °\\/\\/\\/\\/\ ZL o ° . FILL CELL SOLID AT EACH #4 REBAR. \\ \ \\ HOOK REBAR 12" INTO SLAB AND 6" INTO :- g/j� �, is \\ ° // r/ , _\j\\ 4 , c /\// \\/\\ / / °STEMWALL AT POST LOCATION WITH ° \\/\\ //\/ (1) #4 VERTICAL IN EACH oo ��/ ice: ° ° s,\//\//\/j\\/ ° \r \y\\j\\/\ — '° ° 4 \ ` , w - " ° ¢ ~ \\i\\\\\\h ° s\\\ \\\\\ o /i// b ° //\// o z rn PZ cA LL FOOTING. • \/j\//` /\ CD a / (AS NOTED) REINFORCEMENT (AS NOTED) �' 3 CN 0 0009 1'-8" ONE STORY - 2 #5 CONT. 1'-5" ONE STORY - 3 #5 CONT. _ AS NOTED REINFORCEMENT (AS NOTED) 1'-0" (1) #5 CONT. (AS NOTED) REINFORCEMENT (AS NOTED), o 0 1'-0" TWO STORY - (3) #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. O rn -200 d SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK rE SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE rK SECTION - THICKENED EDGE SECTION INTERIOR BEARING PAD FOOTING A SD -1 NOTE: SD -1 P - cu SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. a) cn cn m — ) 2 FLORIDA C.A, NUMBER: 25846 SILL PLATE _ PA51 STRAP NAILED To GARAGE J Q DOOR POST. BEND STRAP INTO — 14 P NAILED TO 3" MAXIMUM OVERHANG (OPTIONAL) L ``+«+++u++++++++++usersr , °. + (� r CONCRETE SLAB '� Z U- 20 o ¢ FOOTING AS SHOWN. _ GARAGE DOOR POST. z EMBED STRAP INTO FOOTING CONCRETE SLAB o "°°° =' O , 'u u '•. tC \- '-. g SILL PLATE v w a Ix a � U) AS SHOWN. _ _ ° CONCRETE SLAB 0 •. O `: /_ F 4CID - - N Z #4 WITH 6" HOOK INTO FOOTING ¢ ,\\\\j\j\ cB NOS 791 c GRADE CONCRETE SLAB ? AND BENT 12 MINIMUM INTO a w a \\ \ \\ \\ \///\ \/// \\\\ \(1) CURB HEIGHT VARIES S T GRADE \\ \\ \//\' \/\(1) #5 CONT. ,a--�a --- — it — — — — = THICKENED EDGE. o GRADE /\\ #5 CONT. GRADE /\\j\\/\\�\/� ;. ~� --- E o. fi ;;;° �• 4 .•' \/8" CMU STEMWALL WITH (1) #4 @ 48"O.C. //�� 11 °b-Z\�\/\\/8 CMU STEMWALL WITH (1) #4 @ 48 O.C. // //\//\//\AND IN EACH CORNER. /,%/\// //\ \//� /\ / o ,,, ., + ,,.••j°,o° AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. `,,\////\jj/\ ^\ ^\ . d°' °Q § \\/ \//�//.` FILL CELL SOLID AT EACH #4 REBAR. \// \\ \ \\ HOOK REBAR 12" INTO SLAB AND 6" INTO 7717 \\ \\ \\ \\/ FOOTING. \\ \\/ r a'' \ ° ° ° ° \/\/\ % // // // ° �- // HOOK REBAR 16" INTO PORCH SLAB 'INTO FOOTING. \ \ 8" (1) #4 CONT. cco, �, 10-26-17 FLOYD S. SIMPSON, PE /\// �� rrA\%/\\/\\\ a ° ° \/ ° c __ _° _ — ,� // //\/ /\\/\/\\//\/ \ \\ \\ \\ \ FL PE No. 50791 OMMENTS: V-8 ONE STORY - (2) #5 CONT. 1-0" ONE STORY 2 #5 CONT. //\//\//\//\/;//\//\//\//\//\//\//; \\ \\ `\ \\i,\\j\\j\\j�\ ' NOTE: TWO STORY #5 CONT. #5 CONT. /��/\/\/\ '�\'�\/'�/jj�///�\//i�/� \/\/\/\/\/\/\\ /^ / REINFORCEMENT IS NOT REQUIRED 1'-8" (2) #5 CONT. c cu 1' 8" - (3) 1'-4" TWO STORY - (2) 6' I•Arl� * *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. 0 SECTION - STEMWALL SECTION - MONOLITHIC F DETAIL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL SECTION - NON-BEARING STEPDOWN C. B SD -1 NOTE: SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT Q SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT IF STEMWALL HEIGHT EXCEEDS 48" CONTACT 0 SD -1 (D ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o F i SHOWER AREA — ; SHOWER AREA 0 c L 1 I------ I - `- - MONOLITHIC FOOTING cn BRICK VENEER WITH 1" AIR SPACE — AND WALL TIES 8" CMU STEMWALL FORM EDGE � � c `u CONT. FLASHING; PROVIDE WEEP -1 PLAN VIEW PLAN VIEW vi a, HOLES @ 33"o.c. cn GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1"AIRSPACE 70 SILL PLATE AND WALL TIES cu SILL PLATE cn r (1) #5 CONT. CONT. FLASHING; PROVIDE WEEP FILL JOINT WITH ELASTOMERIC HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING 6" MIN. 1 #4 CONT. () SILL PLATE 2 M TAM36-Z TRAPS � rn "' JOINT FILLER CONCRETE SLAB SILL PLATE HEIGHT OF CURB VARIES 9 CONCRETE SLAB J NAIL EACH STRAP TO CRIPPLE STUD WITH 10d COM NAILS � k6" MIN. CONCRETE SLAB Q (13) z `n cu ---�-- p --- 2 HEIGHT OF CURB VARIES (8"MAX.) 1) #4 CONT. • z 6" MIN. HEIGHT OF CURB VARIES (8' MAX.) 0 0 0 - - ° \ \ \ \ \ \\ \ \ og 0 FASTEN STRAP TO FOUNDATION ccu 0 W WALL WITH 8 %" x 2Y4" CONCRETE SCREWS a ( ) GRADE CONCRETE SLAB - - g GRADE CONCRETE SLAB //\\ \/�\/�\\ Q ¢ INTO MASONRY oR (8)%" x 1 %" CONCRETE cm GRADE \\ \\�\/�\�\/\\/\\ j�\/ \///\ \/// (1) #5 CONT. = SCREWS INTO CONCRETE. CONCRETE �'-' rl 3 i8" CMU STEMWALL WITH (1) #4 @ 48"O.C. , %'�— "" a //\\/� E /�\\\//\\//\ �_ _ °/' GRADE \/\\/ \\ 8" CMU STEMWALL WITH (1) #4 48"O.C. z PERMA S AL FINISH OR QU�JTAPPER"WITH AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. ° \//\ \//\\/i °• / /\\//\\ \\//\\% \//\\ \\ 8" CMU STEMWALL WITH 1 #4 /� 48"o.C. °'.. ( ) / 4 Z /��`//\\// r,//\\%/� @ \ / /\/\\/\\\ AND IN ACH CORNER. STRAP SHALL BE COVERED WITH SIDING OR � n HOOK REBAR 12 INTO UPPER COURSE OF °r° moo\\/ '/\\/ • / . Q s % o \ l:. \ \ \ %\\/ AND IN EACH CORNER. g \/\/\/\� \\ \\ :.° .�..a / \ \ '�// //\ c'�/\' / / / FILL CELL SOLID AT EACH #4 REBAR. ` \ ° \/\� Q \� HOOK \\%\/\ STUCCO \ 7717 \\ \\ \\ \\/ BLOCKS AND 6" INTO FOOTING.� \\/\\/ \ FILL CELL SOLID AT EACH #4 REBAR. \ /j / / / %\/\/ ° s REBAR 16" INTO PORCH SLAB AND \ ° \ \\ FOOTING. °� — NOTE: 6rl ,�// \\ \\� \ 1'-5' ONE STORY - 3 #5 CONT, //\ 6rl HOOK REBAR 12" INTO SLAB AND 6" INTO ,\//\\// FOOTING. \ \\,�\r,\\��\\� THIS DETAIL MAY BE SUBSTITUTED FOR '%// EITHER THE PA51 STRAP (STEMWALL) OR Q o 1'-0" ONE STORY - 2 #5 CONT. 6" THE STHD14 STRAP (MONOLITHIC). 1'-8" ONE STORY 2 #5 CONT. 1'-9" TWO STORY - (3) #5 CONT 1'-8" ONE STORY - 2 #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. 1'-$" (2) #5 CONT. 1'-8" TWO STORY (3) #5 CONT. 1' 8" TWO STORY - (3) #5 CONT. \�\\ 0 a c cv 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 cn v c SD -1 NOTE: SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT V = SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 STHD14 STRAP 0 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. Lu E m LJ.1 m J E U V SILL PLATE cn a Lu Z < CD cn � J O V (1) #5 CONT. NOTE:Q F— O FILL JOINT WITH ELASTOMERIC SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) L JOINT FILLER AS SOON AS THE CONCRETE HAS HARDENED ENOUGH 2 U CONCRETE SLAB SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TREATED POST — w g SILL PLATEW SILL PLATE (TYPICALLY 1 4 HOURS IN WARM WEATHER) O i /\/\/\/\< N z g 6"MIN. rl HEIGHT OF CURB VARIES 8 ( MAX.)) CONCRETE SLAB CURB HEIGHT VARIES ABU_ POST BASE WITH PAVERS BY OTHERS c " GALV. ANCHOR EMBEDDED •� U JOB NUMBER: 17-1521 �- COUNTY: DUVAL GRADE \\//\\/�\//�\� O0 GRADE --\CONCRETE SLAB CONCRETE SLAB FILL CUT WITH 1" DEEP x%" WIDE SAW 12" (SET XP ADHESIVE) r8" CMU STEMWALL WITH 1 #4 48"O.C. AND IN EACH CORNER. o \\ �' ° ° //�% °__—_—_�__: \ �_�_ ° ° - - u_ — \�° ° " ° ELASTOMERIC CUT AT DENOTED FILLER LOCATIONS. r a� _Q cn = Y2"= 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 10-26-17 �/� / FILL CELL SOLID AT EACH #4 REBAR. \ \�\ HOOK REBAR 12" INTO UPPER COURSE OF BLOCKS AND 6" INTO FOOTING. �' z / . \/\//\// ° .. j \ j� �\ /\ / \\ \\ \ \ \, \/\/ //\/\° °° \\ \\ • ' �`°�//\/�/ ;\ \ \ \ \/\\ ° ° ¢ \� 4, . \\ ° \ \ \' s //\// ` \ \\\ ,.°� rr rr 8 TALL, 12 SQUARE GROUTED CMU OR AST -IN-PLACE 4 c; g" \/ \,J' `\�\\�\\ \�\\�\\ //� \ \ \ (/, . a ' a < � i •. CONCRETE PEDESTAL ON 24"X24"X 12" PAD c DRAWN BY: CMF FOOTING WITH #5 EACH WAY 5 CHECKED BY; FSS ONE STORY - 2 #5 CONT. 8" 1'-4" ONE STORY - (2) #5 CONT. r " 1-4 ONE STORY - 2 #5 CONT. ;;2) m r rr •� 2 -0 1' ONE STORY - 2 #5 CONT. TWO STORY - (3) #5 CONT. 1--4" TWO STORY - (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. — 1'-8" TWO STORY - (3) #5 CONT. CONCRETE SLAB _ w TITLE. FOUNDATION DETAILS D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SD -1 SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN T SECTION - TYPICAL SAW -CUT CONTROL JOINT SD 1 u DETAIL -PAD FOOTING AT PAVERS SHEET; SD -1 II STEMWALL HEIGHT EXCEEDS 48' CONTACT NOTE. SD -1 SD -1 N I NGINEER FOR ADDITIONAL REQUIREMENTS. v c � ai '= 00 Lo W N DOUBLE PLATE (TYPICAL DOUBLE PLATE SPLICE) NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING JACKS AND KING STUDS 48" MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT (AS NOTED) \ HEADER (AS NOTED) HEADER MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL NAILS AS NOTED 16 0.131 "x 3" NAILS IN THIS ZONE. (SEE DETAIL "E" ON SD -2) PLATES WITH 0.131 "x 3" NAILS @ 8"0.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 (3) 0.131"x 3%" TOENAILS AT EACH 0.131 "x 3" NAILS @ 6"O.C. STAGGERED I TYPICAL STUD TO DOUBLE PLATE END (TYPICAL) JACK STUD NAIL EACH SILL PLY TO KING STUD JACK STUD AND KING I ( CONNECTION STUD REQUIREMENTS � ( i (SEE DETAIL "G" ON SD -2) KING STUDS WITH (3) 0.131'x 3/4" NAILS - TOENAIL (SEE WALL LAYOUT) OR ENDNAIL (TYPICAL) BEVEL BLOCKING AS REQUIRED FOR NOTE: SPH4 16 INSTALLED HORIZONTALLY NAILS MAY BE TOENAILED OR BACK qlkk .01MINIMUM 1 �" NAIL PENETRATION 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 94"or 9%" LVL (5) NAILS PER PLY 114"or11%" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL 8 NAILS PER PLY 2, M E LL U W Ep J � m E Z c O U (D � o W 5 coo x U) M � � o C� N W�i zcD INTO MAIN FRAMING MEMBERS. U) LL BUILT UP HEADER WITH 0.131"x 3/4° --2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) (TYPICAL) o NAILING AT STUD NAILS @ 12"O.C. TOP AND BOTTOM o Q N (2) 2x_ SILL TO DOUBLE PLATE NAIL EACH PLATE TO JACK STUD N) SHEATHING MAY CANTILEVER UP TO 3 co OR WITH (3) 0.131"x 3Y4" NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL' o OR ENDNAIL (TYPICAL) WINDOW ATTACHMENTS MUST BE CO ANCHORED INTO 2x_ MEMBERS. 00 D DETAIL -TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION o SD -2 SD -2 DOUBLE SILL REQUIRED WHERE OPENINGcn WIDTH EXCEEDS 61" (U.O.N.) APPLY SHEATHING HORIZONTALLY FOR STUCCO g FLORIDA C.A. NUMBER: 25846 JOINT IN SILL PLATE STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 APPLICATIONS, EXCETHAT PT 7/ 16 STRUCTURAL 1 (4) 2x8 (4) (5) BUILTUPCORNERPOST NAILING AT STUD TO SILL PLAT (5) (6) o c RATED OR 15/ 32 RATED SHEATHING MAY BE INSTALLED VERTICALLY. NAILING STUD TO DOUBLE PLATE ll II ll ll 4" MIN.; ll 12 MAX. I. ll l ll 12' MAX.i\-STUD ll lul -2x_ TREATED SYP #2 SILL PLATE F ANCHOR BOLT (AS NOTED) BUILT-UP 'OST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD -2 ALL NAILS NOTED ARE 0.131"x 3Ya" NAIL EACH NAILS @ PLY WITH 0.131"x 3%" "O.C. STAGGERED CONNECTION (SEE DETAIL "G" ON SD -2) NAILING AT STUD TO SILL PLATE METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) -METAL CONNECTOR - ,� NOT REQUIRED STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) co tS' 10-26-17 ALL NAILS NOTED ARE 0.131"x 3%" E FLOYD S. SIMPSON, PE C DETAIL - TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE DOUBLE PLATE r G DETAIL - TYPICAL WALL STUD CONNECTION c FL PE No. 50791 OMMENTS: SD -2 2x SPF 42 STUDS @ 16"O.C. SD -2 2x SPF #2 STUDS @ 16"O.C. o, THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL c QUICK -TIE AT NOTED SPACING @ 24"O.C. OR 4'x 3 4" TAPCON 2x_ NO.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3 %" ENDNAILS AT TRUSS o -SILL PLATE (BELOW) SCREW @ 32"O.C. -o 2x_ CORNER FRAMING FULLROOF COVERING (BY OTHERS) 2x TREATED SYP #2 2x TREATED SYP 42 0 - HEIGHT STUDS (TYPICAL) S ILL PLATE ILL PLATE ROOF TRUSSES - 1 % \ '` % CORNICE DETAIL (2) ROWS OF 0.131"x 3%" \ � _" i �e � (BY OTHERS) NOTE: o H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT NAILS @ 12"O.C' UPLIFT (ROOF) -RODS OR QUICK -TIE FLOOR LOAD ONLY OR / TRUSS TO WALL CONNECTION _ STAGGERED (TYPICAL) EASED / ON THE HE EXTERIOR SIDE OF THEDWARE MUST BE D 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. OVERHANG ' �— cu FOR OVERHANG WALL a, / ROOF SHEATHING (AS NOTED) / �'� ROOF SHEATHING - -METAL CONNECTOR . METAL CONNECTOR OR � 3 2x4 SYP BLOCKING BETWEEN (AS NOTED) 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED (AS NOTED) E2 LOOKOUTS 2x4 SYP BLOCKING SILL PLATE (BELOW) 2x4 CORNER FRAMING FULL (AS NOTED) SIMPSON SDWC 15600 SCREW 9s" OR'y32" RATED SHEATHING, EXPOSURE I -SHINGLE ROOF - ---BALLOON FRAMED DOUBLE PLATE DOUBLE PLATE @ 32"O.C. - U.O.N. /z RATED SHEATHING, EXPOSURE I -TILE ROOF BETWEEN LOOKOUTS LJ _ � � FASTEN WITH 0.113" x 2 Y8" RING SHANK HEIGHT STUDS NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. o, j BALLOON FRAMED STUDS (AS NOTED) STUDS (AS NOTED) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD a SINGLE PLATE NAIL TO TRUSS DOUBLE PLATE NAILED WITH (4) 0.131"x 3Ya" NAILS TO SHEATHING (AS NOTED) CONNECTOR AT EACH TRUSS INTERIOR VAULT EACH ADJACENT STUD SIMPSON SDWC 15450 SCREW a` ) BOTTOM CHORD WITH 0.131" x 3%" % 2x SPF #2 STUDS @ 16"O.C. (SEE TRUSS CONNECTION SCHEDULE) EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN @ 32 O.C. -U.O.N. NAILS @ 6"O.C. SHALL BE NAILED TO THIS SPACE ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) a EXTERIOR SHEATHING SHALL BESPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE L UPPER PLY OF DOUBLE 2x4 CORNER FRAMING FULL 2x TREATED SYP #2 ~ NAILED TO BOTTOM CHORD OF TRUSS ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C.TO THE TOP cl; PLATE @ 6"O.C. HEIGHT STUD @ ILL PLATE PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE rn - - - @ 6�'O: C. WITH 0.131"x 2Y2" WITH 0.131"x 2%" NAILS. �' _ al _ _ _ _ _ _ (U.O.N. ON WALL LAYOUT -(2) ROWS OF 0.131"x 3y4" •� % (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) a (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL NAILS @ 12"O.C. GYPSUM BOARD SHEARWALL UPLIFT (ROOF) -SCREWS 1%2" FULL LENGTH RATED SHEATHING, EXPOSURE I. c>3 H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE END HI H CEILING VAULT K SECTION - TYPICAL FRAMING AT 900 CORNERS L SECTION -INTERIOR WALL CONDITIONS BEARING/SHEARWALL) FASTEN ON EDG SIANDd12'OC.ON INTER EDATESUPPO TS. sD-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN 2 OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS % OF EXTERIOR ROOF PITCH sD-2 sD-2 (u.o.N.) SEE "F" ON sD-2 0) 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SOLE PLATE (U.O.N.) NAIL TO RIM E2 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS BOARD @ 6"O.C. WITH 0.131"x 3%" W; ROOF COVERING (BY OTHERS) NAILS NOTE: ROOF TRUSSES -2 Y32" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. NAIL BRACE TO BL CKING WITH 5 0.131"x 3%" CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING z NAILS () (3 0.131"x 3/a TOENAILS AT EACH LOOKOUT TRUSS TO WALL CONNECTION SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE j' TO TOP CHORD OF TRUSS. (BY OTHERS - 2x6 BLOCKING BETWEEN TRUSSES WITH ) / HARDWARE MUST BE INSTALLED i FIELD. o (3) 0.131"x 3%" NAILS EACH END -2x4 BLOCKING REQUIRED BETWEEN J ON THE EXTERIOR SIDE OF THE v FLOOR JOIST (I -JOIST SHOWN, SAWN ROOF SHEATHING iAS NOTED) LOOKOUTS I WALL JOIST SIMILAR - SEE SECTION 770N � 2x_ BARGE RAFTER / (\ / I SD -3 FOR OPEN WEB TRUSS) 0 / -- —� %s" OR '%z" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF \ Y8" CLEARANCE BETWEEN PANELS BETWEEN FLOORS a, U FASCIA (BY OTHERS) \ '%z" RATED PLYWOOD SHEATHING EXPOSURE I - TILE ROOF CL V_ � GYPSUM BOARD C- ��� 2x4 LOOKOUTS @ 48"O.C. _ ' 1Y32" RATED SHEATHING, EXPOSURE I - METAL ROOF RIM BOARD (LSL OR LVL) o FASTEN WITH 0.113" x 2 %s" RING SHANK ' � (n V .-•. H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. `-° W Q NAIL JOIST TO PLATE WITH (2) 0.131 x 3/4 TOENAILS O W J LOOKOUT E O m Q GYPSUM BOARD (2) 2x_ SYP 42 DOUBLE PLATE o I� I TRUSS ROP GABLE CONNECTOR AT EACH TRUSS (U.O.N.) _ �..� : n � GABLE END (D ) a (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FOR a w Z 2x6 BRACE SPACED 48"O.C. UNLESS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) BETWEEN FLOOR CONNECTIONS m 0 O @ OTHERWISE NOTED ON ROOF LAYOUT. a J V \� WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH CD W H' ADD 2x4 T -BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP L > Q 0.131"x 2Y2" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE 0.131"x 3Ya" NAILS @ 8"O.C. U — d. EXCEEDS 9'-0". STAGGERED ACROSS BOTH PLATES) F- w GYPSUM BOARDGYPSUM BOARD cp w p 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) � -:3 a \ %z" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER: COUNTY: 1 ly3z" FULL LENGTH RATED SHEATHING, EXPOSURE I. 17-1521 DUVAL / FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131E 2%" NAILS @ PORT �, / ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12'O.C. ON INTERMEDIATE SUPPORTS. 12, %" =1'-0" (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F" ON SD -2 DO NOT SCALE THIS DRAWING INSET WALL Y2" FOR STUCCO APPLICATIONS INSET WALL/2" FOR STUCCO APPLICATIONS = RELEASE DATE: 10-26-17 WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE v V IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C. / GBC CLIP- (2) REQUIRED EACH BRACE o� a, TOENAIL BOTTOM CHORD OF TRUSS TO 2x_ TREATED SYP #2 SILL PLATE WITH L DRAWN BY: LSTA12, LTP4, OR SDWC: 15600 @ 48"O.C. 2x_ TREATED SYP 42 SILL PLATE WITH 3 „ ai CMF DOUBLE PLATE WITH 131"x 3Y4" NAILS s „ SIMPSON /e x 6 TITEN HD (OR TITEN HD ROD COUPLER) _ ' @ 8"O.C. SIMPSON /a x 6' TITEN HD (OR TITEN HD ROD COUPLER) _ WITH 3"x 3"x%" WASHER @ 24"O.C. � CHECKED BY: FSS WITH 3"x 3"x Y4" WASHER @ 24"O.C. Ila a - W TITLE: SECTIONS AND DETAILS 2x4 DRYWALL BACKIN . INSTALLED GYPSUM BOARD CEILING L (1 of 2) - CONTINUOUSLY BETWEEN BRACES M N SECTION - GABLE END WALL DIAGONAL BRACING A SECTION -TYPICAL EXTERIOR ONE STORY WALL B SECTION -TYPICAL EXTERIOR TWO STORY WALL SHEET: SD -2 SD 2SD-2 SD -204 O w c6 0 �Sitlgn3e U rtryl�+z cn 3 No.. E 91 2 - o c co tS' 10-26-17 ALL NAILS NOTED ARE 0.131"x 3%" E FLOYD S. SIMPSON, PE C DETAIL - TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE DOUBLE PLATE r G DETAIL - TYPICAL WALL STUD CONNECTION c FL PE No. 50791 OMMENTS: SD -2 2x SPF 42 STUDS @ 16"O.C. SD -2 2x SPF #2 STUDS @ 16"O.C. o, THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL c QUICK -TIE AT NOTED SPACING @ 24"O.C. OR 4'x 3 4" TAPCON 2x_ NO.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3 %" ENDNAILS AT TRUSS o -SILL PLATE (BELOW) SCREW @ 32"O.C. -o 2x_ CORNER FRAMING FULLROOF COVERING (BY OTHERS) 2x TREATED SYP #2 2x TREATED SYP 42 0 - HEIGHT STUDS (TYPICAL) S ILL PLATE ILL PLATE ROOF TRUSSES - 1 % \ '` % CORNICE DETAIL (2) ROWS OF 0.131"x 3%" \ � _" i �e � (BY OTHERS) NOTE: o H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT NAILS @ 12"O.C' UPLIFT (ROOF) -RODS OR QUICK -TIE FLOOR LOAD ONLY OR / TRUSS TO WALL CONNECTION _ STAGGERED (TYPICAL) EASED / ON THE HE EXTERIOR SIDE OF THEDWARE MUST BE D 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. OVERHANG ' �— cu FOR OVERHANG WALL a, / ROOF SHEATHING (AS NOTED) / �'� ROOF SHEATHING - -METAL CONNECTOR . METAL CONNECTOR OR � 3 2x4 SYP BLOCKING BETWEEN (AS NOTED) 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED (AS NOTED) E2 LOOKOUTS 2x4 SYP BLOCKING SILL PLATE (BELOW) 2x4 CORNER FRAMING FULL (AS NOTED) SIMPSON SDWC 15600 SCREW 9s" OR'y32" RATED SHEATHING, EXPOSURE I -SHINGLE ROOF - ---BALLOON FRAMED DOUBLE PLATE DOUBLE PLATE @ 32"O.C. - U.O.N. /z RATED SHEATHING, EXPOSURE I -TILE ROOF BETWEEN LOOKOUTS LJ _ � � FASTEN WITH 0.113" x 2 Y8" RING SHANK HEIGHT STUDS NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. o, j BALLOON FRAMED STUDS (AS NOTED) STUDS (AS NOTED) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD a SINGLE PLATE NAIL TO TRUSS DOUBLE PLATE NAILED WITH (4) 0.131"x 3Ya" NAILS TO SHEATHING (AS NOTED) CONNECTOR AT EACH TRUSS INTERIOR VAULT EACH ADJACENT STUD SIMPSON SDWC 15450 SCREW a` ) BOTTOM CHORD WITH 0.131" x 3%" % 2x SPF #2 STUDS @ 16"O.C. (SEE TRUSS CONNECTION SCHEDULE) EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN @ 32 O.C. -U.O.N. NAILS @ 6"O.C. SHALL BE NAILED TO THIS SPACE ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) a EXTERIOR SHEATHING SHALL BESPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE L UPPER PLY OF DOUBLE 2x4 CORNER FRAMING FULL 2x TREATED SYP #2 ~ NAILED TO BOTTOM CHORD OF TRUSS ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C.TO THE TOP cl; PLATE @ 6"O.C. HEIGHT STUD @ ILL PLATE PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE rn - - - @ 6�'O: C. WITH 0.131"x 2Y2" WITH 0.131"x 2%" NAILS. �' _ al _ _ _ _ _ _ (U.O.N. ON WALL LAYOUT -(2) ROWS OF 0.131"x 3y4" •� % (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) a (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL NAILS @ 12"O.C. GYPSUM BOARD SHEARWALL UPLIFT (ROOF) -SCREWS 1%2" FULL LENGTH RATED SHEATHING, EXPOSURE I. c>3 H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE END HI H CEILING VAULT K SECTION - TYPICAL FRAMING AT 900 CORNERS L SECTION -INTERIOR WALL CONDITIONS BEARING/SHEARWALL) FASTEN ON EDG SIANDd12'OC.ON INTER EDATESUPPO TS. sD-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN 2 OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS % OF EXTERIOR ROOF PITCH sD-2 sD-2 (u.o.N.) SEE "F" ON sD-2 0) 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SOLE PLATE (U.O.N.) NAIL TO RIM E2 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS BOARD @ 6"O.C. WITH 0.131"x 3%" W; ROOF COVERING (BY OTHERS) NAILS NOTE: ROOF TRUSSES -2 Y32" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. NAIL BRACE TO BL CKING WITH 5 0.131"x 3%" CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING z NAILS () (3 0.131"x 3/a TOENAILS AT EACH LOOKOUT TRUSS TO WALL CONNECTION SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE j' TO TOP CHORD OF TRUSS. (BY OTHERS - 2x6 BLOCKING BETWEEN TRUSSES WITH ) / HARDWARE MUST BE INSTALLED i FIELD. o (3) 0.131"x 3%" NAILS EACH END -2x4 BLOCKING REQUIRED BETWEEN J ON THE EXTERIOR SIDE OF THE v FLOOR JOIST (I -JOIST SHOWN, SAWN ROOF SHEATHING iAS NOTED) LOOKOUTS I WALL JOIST SIMILAR - SEE SECTION 770N � 2x_ BARGE RAFTER / (\ / I SD -3 FOR OPEN WEB TRUSS) 0 / -- —� %s" OR '%z" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF \ Y8" CLEARANCE BETWEEN PANELS BETWEEN FLOORS a, U FASCIA (BY OTHERS) \ '%z" RATED PLYWOOD SHEATHING EXPOSURE I - TILE ROOF CL V_ � GYPSUM BOARD C- ��� 2x4 LOOKOUTS @ 48"O.C. _ ' 1Y32" RATED SHEATHING, EXPOSURE I - METAL ROOF RIM BOARD (LSL OR LVL) o FASTEN WITH 0.113" x 2 %s" RING SHANK ' � (n V .-•. H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. `-° W Q NAIL JOIST TO PLATE WITH (2) 0.131 x 3/4 TOENAILS O W J LOOKOUT E O m Q GYPSUM BOARD (2) 2x_ SYP 42 DOUBLE PLATE o I� I TRUSS ROP GABLE CONNECTOR AT EACH TRUSS (U.O.N.) _ �..� : n � GABLE END (D ) a (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FOR a w Z 2x6 BRACE SPACED 48"O.C. UNLESS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) BETWEEN FLOOR CONNECTIONS m 0 O @ OTHERWISE NOTED ON ROOF LAYOUT. a J V \� WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH CD W H' ADD 2x4 T -BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP L > Q 0.131"x 2Y2" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE 0.131"x 3Ya" NAILS @ 8"O.C. U — d. EXCEEDS 9'-0". STAGGERED ACROSS BOTH PLATES) F- w GYPSUM BOARDGYPSUM BOARD cp w p 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) � -:3 a \ %z" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER: COUNTY: 1 ly3z" FULL LENGTH RATED SHEATHING, EXPOSURE I. 17-1521 DUVAL / FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131E 2%" NAILS @ PORT �, / ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12'O.C. ON INTERMEDIATE SUPPORTS. 12, %" =1'-0" (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F" ON SD -2 DO NOT SCALE THIS DRAWING INSET WALL Y2" FOR STUCCO APPLICATIONS INSET WALL/2" FOR STUCCO APPLICATIONS = RELEASE DATE: 10-26-17 WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE v V IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C. / GBC CLIP- (2) REQUIRED EACH BRACE o� a, TOENAIL BOTTOM CHORD OF TRUSS TO 2x_ TREATED SYP #2 SILL PLATE WITH L DRAWN BY: LSTA12, LTP4, OR SDWC: 15600 @ 48"O.C. 2x_ TREATED SYP 42 SILL PLATE WITH 3 „ ai CMF DOUBLE PLATE WITH 131"x 3Y4" NAILS s „ SIMPSON /e x 6 TITEN HD (OR TITEN HD ROD COUPLER) _ ' @ 8"O.C. SIMPSON /a x 6' TITEN HD (OR TITEN HD ROD COUPLER) _ WITH 3"x 3"x%" WASHER @ 24"O.C. � CHECKED BY: FSS WITH 3"x 3"x Y4" WASHER @ 24"O.C. Ila a - W TITLE: SECTIONS AND DETAILS 2x4 DRYWALL BACKIN . INSTALLED GYPSUM BOARD CEILING L (1 of 2) - CONTINUOUSLY BETWEEN BRACES M N SECTION - GABLE END WALL DIAGONAL BRACING A SECTION -TYPICAL EXTERIOR ONE STORY WALL B SECTION -TYPICAL EXTERIOR TWO STORY WALL SHEET: SD -2 SD 2SD-2 SD -204 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" 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" 1 100" TO 158" I 146" TO 232" I 127" TO 201" c � c .0 00 DOUBLE PLATE NAILING w J N BRTTLEFINISHES ARE STUCCO ORADHERED VENEER CONDITION:1 NAIL SHEATHING To KING STUD cn ch @ 12"O.C. MINIMUM. - Co FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) N VENEER, ETC. RATED ROOF SHEATHING z 2x_ L -BRACE NAILED TO -- o pz: . . '-- EDGE NAILING PER Ln SHEARWALL M v VERTICAL WEB r -- — «= C7 0 WITH 0.131"x 3" NAILS @ 6"O.C. REQUIREMENTS. NAILS MAYBE STAGGERED ACROSS TWO JACK c �1 Q F— 00 = VERTICAL WEB IN GABLE END -== STUDS. 3 cq c� NAIL SHEATHING TO DOUBLE PLATE WITH o 0 = TRUSS (2) ROWS OF 0.131"x 2Y2" NAILS @ 6"O.C. EDGE OF PANEL (TYPICAL) O �' 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOM OF tt — L 00 V HEADER @ 3-O.C. / c > 1 " OR 24' INSTALL DSP CLIPS @ 24" O.C. OR cu z � SPACING (SEE TA SPH_ @ 32"o.C. ;; n ;; ;; ii g EXTERIOR BEAM (AS NOTED) I ~ice ANCHOR BOLT REQUIRED WITHIN 6" — �I ;; o, OF KING / JACK UNIT - MAY BE y DOUBLE PLATE LOCATED ON EITHER SIDE. m CD BEAM INSTALLED BENEATH DOUBLE PLATE \_'�_— ANCHOR BOLTS AS REQUIRED— g FLORIDA C.A. NUMBER: 25846 BEAM BEARS ON (2)2x_JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION L (TYPICAL - U.O.N.) 2 cu CONDITION: 2 0 (DROPPED BEAM) > U�q►t a11Ng4Urr 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 �`;� • .�/2 SDS SDS SD -3 SD -3 0.5079 ,o NAIL SCAB TO TOP CHORD WITH OF ' ALTERNATE ANCHOR: (4) 0.131"x 3%" NAILS ' A „ NAIL EACH END OF BLOCKING TO •? d Y2 x 6" TITEN HD ADD 2x4 VERTICAL SCAB IN EACH _ cu , L S. SIMPSON, BOTTOM CHORDS WITH 3 0.131"x 3 FLOYD S. SIMPSON, PE (MECHANICALLY GALVANIZED) ( ) EXTERIOR BEAM TRUSS IF No WEB IS PRESENT�„ ca FL PE No. 50791 ROOF SHEATHING (AS NOTED) WITH 2" xYe" WASHER c OMMENTS: (3) 0.131"x 3%" NAILS TYPICALAT INSTALL 2x4 BLOCKING BETWEEN o MONOLITHIC FOUNDATION - TRUSS BOTTOM CHORDS @ 12"O. C. H6 CLIP FROM EACH TRUSS rn ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 2x4 X -BRACE ACROSS LENGTH OF cu EXTERIOR BOTTOM CHORD OF TRUSS L LAP BEAM PLIES AND /B x 6" TITEN HD SCREW ANCHOR _ o BRACE (IF REQUIRED) SHEARWALL a „ NAIL AS SHOWN - (5) s , NAIL EACH BLOCK TO DOUBLE PLATE a NAIL SCAB TO PLAT E WITH (3) or /' x 6" SCREW ANCHOR BY a, I TO REPLACE (1) ROW OF LATERAL 0.131"x 3%" NAILS PER PLY HURRI-BOLT, INC. WITH 3 0.131"x 3%" NAILS I I I --_''__BRACING INSTALL 2x4 No.2 SYP T -BRACE I PT POST (AS NOTED 0.131"x 3%" TOENAII S (} 0 I PT POST (AS NOTED) or%" THREADED ROD SET4Y2" INTO NAILED TO EACH PLY OF TRUSS WEB AT 6"O.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST ABU POST BASE 2x4 BLOCKING BETWEEN TRUSSES ADHESIVE TO REPLACE (2} ROWS OF LATERAL ( ) TOENAILED TO DOUBLE PLATE WITH 5 DOUBLE PLATE o TO BEAM AS NOTED 0.131"x 3�" NAILS [�? 4"O.C. STEMWALL FOUNDATION - EXTERIOR MINIMUM X16" RATED SHEATHING, I BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM V THREADED ROD Y2" THREADED ROD SET 7" INTO EXPOSURE I FASTEN AS NOTED I (AS NOTED) • ADHESIVE O A L LAYOUT (BLOCK ALL cn cn NAILED TO EACH PLY OF TRUSS WEB WITH NUT SET IN cu l I TRUSS (AS NOTED) --------- WITH 0.131 x 3" NAILS @ 6 O.C. • p ADHESIVE PLAN VIEW AT TOP 01 POST I (7 EMBEDMENT) INTERIOR APPLICATIONS - DOUBLE PLATE cu a o ; ; a a, IF EDGE DISTANCE EXCEEDS 5" -o ° ° MINIMUM %6" RATED SHEATHING, USE MONOLITHIC CONDITION c EXPOSURE I FASTEN AS NOTED cu 11 a a 1 ' a a ON WALL LAYOUT (BLOCK ALL EDGES)° c" ° C NOTE: 41I ° ° i cn co T -BRACING TO BE USED WHEN 1 I CONTINUOUS LATERAL BRACING IS — — — vi IMPRACTICAL. SIDE VIEW AT BASE OF POST T SECTION - TYPICAL T -BRACE 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 cn � 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x3%"SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED cli `° LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C.cu NAIL DIAGONAL BRACE TO BLOCKING vi WITH (3) NAILS cu 2x4 BLOCKING - TOENAIL OR ENDNAIL EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING ui ch 2x_ BAND BOARD PER TRUSS o TRUSS (AS NOTED) MONOLITHIC FOUNDATION - � w MANUFACTURER EXTERIOR cn (3) NAILS /B CLEARANCE BETWEEN PANELS 2x4 SPF NAILER- NAIL TO TOP PLATE WITH Y2" x 12" TITEN HD SCREW ANCHOR BETWEEN FLOORS 0.131"x 3%" NAILS @ 6"O.C. or Y8" THREADED ROD SETT" INTO � NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE z m WEBS WITH (2) NAILS STEMWALL FOUNDATION - EXTERIOR o '2x4 SPF No.2 DIAGONAL BRACE 2Y32" RATED SHEATHING RIM BOARD- V THREADED ROD SET 12" INTO s (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131"x 2%" NAIL PORCH SHEATHING AS NOTED ADHESIVE CONTINUOUS LATERAL BRACING) NAILS. c EXTERIOR FRAMED WALL INTERIOR APPLICATIONS- C° g NAIL DIAGONAL BRACE TO TRUSSV WEB WITH (3) NAILS L O TOENAIL TRUSS TO PLATE WITH a� DISTANCE L ITEN HD SCREW ANCHOR (2) 0.131"x 3%" NAILS or Y8" x 8T TITEN HD SCREW ANCHOR o ` DOUBLE PLATE (U.O.N.) or V THREADED ROD SET 6" INTO (n V ADHESIVE — W Q Z SECTION - TYPICAL PEN WEB FLOOR TRUSS AA SECTION - EXTERIOR WALL PARALLEL TO TRUSS ° ° E m C 0 E o CONTINUOUS LATERAL BRACE (QUANTITY SD -3 SD -3 a < SIMPSON %" O x 6" TITEN HD OR o = V_ AND LOCATION DEFINED BY TRUSS SHOP e" THREADED ROD SET IN ADHESIVE a, LJJ I— WITH MINIMUM 4" EMBEDMENT °' 0 Z Q �,INAIL DRAWING.} WITH 1"WASHER � CONTINUOUS LATERAL BRACE TO a a) EACH TRUSS WEB WITH (2) NAILS -SHEATHING BB DETAIL - TYPICAL HTT5 INSTALLATION w a o —FIELD NAILING SD -3 (USP PHD5 SIMILAR) D DETAIL - ANCHOR BOLT d' ROOF TRUSSES (BY OTHERS) V UPLIFT CONNECTOR (AS NOTED) -SHEATHING EXTENDS DOWN ONTO w l RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - L 2x4 SPF BLOCKING- NAIL WITH (2) TO ALLOW FOR NAILING-4,EXTERIORU n- 0.131 "x 3 Ya" NAILS AT EACH END '%" THREADED ROD SET 15" INTO o, JOB NUMBER: COUNTY: 1 1 (3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING FOR CONTINUOUS LATERAL BRACE ADHESIVE OUBLE PLATE AT SOLE PLATE UVAL Da, - \ —RIM BOARD STEMWALL FOUNDATION - EXTERIOR T WITH 2"x 2"x 16" WASHER %" =1' 0" (U.O.N.) NU DO NOT SCALE THIS DRAWING THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPS Y2 SLOTTED NOTES: (2) ROWS 0.131"x 2%" NAILS „ = RELEASE DATE: TRUSS BOTTOM CHORD STAGGERED @ 6" O.C. REQUIRED ADHESIVE WASHER WITH 1 WASHER. 10-26-17 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING c' /— %"� THREADED ROD 5 NAIL PORCH SHEATHING AS NOTED Y8" APPLICATIONS- —MIN. Y8" SPACE BETWEEN PANELS @ IF EDGE DISTANCE EXCEEDS 5" USE 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) -SHEATHING EXTENDS ABOVE �" THREADED ROD SET 8" INTO s „ s „ CD DRAWN BY: CMF EXTERIOR FRAMED WALL SIMPSON / O x 6 / TITEN HD ROD COUPLER DOUBLE PLATE MINIMUM 6" ADHESIVE WITH 1" CUT WASHER •5, CHECKED BY: FSS TO ALLOW FOR NAILING ° ° a u ° ° OR 8" THREADED ROD SET IN ADHESIVE WITH w TITLE: EDGE NAILING AT DOUBLE PLATE MINIMUM 5" EMBEDMENT WITH 1" CUT WASHER SECTIONS AND DETAILS II°a cn 0 (2 of 2) L) ' = SHEET: Y DETAIL - TYPICAL 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 0 SD -3 SD 3 SDS SD -3 (USP PHD6 SIMILAR) SDS N SD�3. O 4 92'-0" 19'-0" GAS TANKLE55 5TUB1 GAS WH 3°56 5H SILL @ 2-6" AFF CONC. STOOP q o 19'-6" 6-10" 6'-8" 3'-8" 10' 4" 0 6'-0" 10'-O" 3'-6" 2'-4" 2'-6" 2'-()"---; 2'-0" 1' 8° A/C A/G COMP. COMP. 3056 5H- EGRESS 3°56 SH- EGRESS (2) 2°4° 5H- TMPRD 204° 5H PREPL MB SILL @ 2-6" AFF SILL @ 2'-6" AFF SILL @ 4'-0" AFF SILL @ 4'-0" AFF UTILITY f INK LU EN ROD & - w =STFANDING w w w o _ `�/ ( (= z 10' CLG. i0 ( I `� ll N �e o f l 0 T. 4 z o Cn N � 8o I I� < 3Ch II wic GA1�AG� N A 10' CLG. 6'-6" w 24'-0" X 30'-6" OWNS 5 PATH Q w > z 10'-1 J" PL. HT. O W N S 1� 5 1' )'CLG. I= � o 0 JL_ `n °V <o SUIT. Kl5 __21'-0"X16'-0" MIRK I o 0 --- 'CD&5H -----J I�� I 10CLG. 1 IoPX13 51 L11) WALLwQs �V- ��cv o r--- < U x IM�-�I NFD(a W I I I IU-�4'-6' C3._8..0" T-0" 5'F4" I d I s L— J z� J WDI� LNDRY D 2'-0° c3o 10' CLG.--n c�� 1 'CLG.Lj cq H.B. 0 10' CLG. i GAS I I DOOR 151 3/8" MIN. 2a i5TU i 50LIP CORE 0 20 — — — _ _ — « �O--- MINUTE FIRER ED — — — — — — — — — — VENTLE� 288° PKT (SELF -CLO NG) GAS F z — STUB � 5OKERN�� 5 FIREPLACE STORAGE i pw`- UNDER 10' CLG. eo 0 STAIRS n B 205° 5H 7.. 51LL @ 3-0" AF GAS STUD 'I ca I I 713REEZEWAY o I ( 71151325/32"" RISE 3'-6" -8" SELF CLOSING AND — 10" RUNp LOCKABLE GATE PER FOYER¢�� 4'-2" E) 10'-1 " PL. HT. 25'-4" BUILDER 10' CLG. p `�� K�" r�Gx4 P.T. POSTFAMILY T 0" 4' 1" -0" '-, WRAPPED 10 8x8 U 3" 1'-0' 10'-9" ROOM ,�-------- a„ q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I 22' X21'0" 10 -- -------- --------- -- ----- 10' CLG. �.� � � 1I cl' L j 4x4 P.T. POST I I = WRAPPED TO 6x6 (TYP LANAI I I v -- -- -- -- N II 11'-0" X 33-4" = I I DINING Q II 101"PL. HT. 14'-0" X 11'-0" 10' CLG. o I I -0°3'-6" 2'-�" 3-7" = II 6-0" i I C �a �\ 3060 SH BARTOp OVER 35"h WALL SILL @ 2'-0" AFF - = N — — — — — — — — -i 3' 2° 7' 4" 2' - 5'-10° I (I 121-41" I I - L----------� I i I CAFE I ;� I OPEN ON I I 1a-0" x 11'-6° �' o� �;NG� D/W 4" I COUI2TYAI�D I I 10'CLG. OCH I coo KITCHEN"�/`I� 3 FUTURE URE BARN 8'-0" X 10'-6"to OORS 6) o FOOL L 14'-4" X 11'-6" 36" GAS = 10'-1 g" PL. HT. I I cD o n 6ATH PREPLUMB 10' CLG. COOKTOP W/ NTRY �' I I N FUTURE SINK VENTED HOOD MICRO _ I I I � 10' CLG. EVE 'VENTED HOOD ©'-DRAi�EREF. O --------- ° — i-----� -----� �' 4x4 P.T. POST 46"h WALL W/ CAP ST,I OHC, OHC 0 Q L ----J OHG 5 SH WRAPPED TO 6x6 N I H.B. ° o MIRK H.B. SILL C� 3'-0" A=F FILLER STUB 171-8" 7-4" LOUVEREPI CEDAR NCLOSURE 5'- b) 0 rn yi A - 1 .9, T-0" 6" d 92'-0" 15t FLOOK FLAN 25'-O" 34 -0" NOTE TO FRAMER: EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE 11'-0" STORAGE M 0 0 0 Cl = o w I —'E GUES 5JIT 12'-0" X 14'-0" 10' CLG. CALCULATIONS LL 2075 o 2N1) FLOOR LIVING 1376 TOTAL LIVING 0 GARAGE 816 PORCH ciz'i C9 10. PREPLUMB UTILITY SINK IN GARAGE 11. VENTLESS ISOKERN GAS FIREPLACE LANAI D 14. ADDT'L H.B. 15. ADD WALL IN WIC BREEZEWAY 321 TOTAL COVERED 5350 20. POT FILLER OVER COOKTOP LU ENCLOSURE 22. (2) GAS DROPS AT BREEZEWAY REVISIONS Written dimension Sha ave pr ,ede e er 5cale dimen5ion5. Contractors Shall rif d r--, for dimen5ion5 and w ndi 5 nj b DESI N BY: eICHA L STAUF ER, A I T, AR13908 1093 A BEAC BLV SUITE j � �i� ST. AU STIN BE 0OM 0 2�Q GNI RL I22x ATTIC -6 I o w 4 12627 San Jose Blvd Suite 702 o� Jacksonville, FL 32223 Florida Desna, Inc. 904.260.3319 —'E GUES 5JIT 12'-0" X 14'-0" 10' CLG. SQ. FTG. CALCULATIONS LL 2075 GUEST QUARTERS 312 2N1) FLOOR LIVING 1376 TOTAL LIVING 376,5 GARAGE 816 PORCH ciz'i C9 10. PREPLUMB UTILITY SINK IN GARAGE 11. VENTLESS ISOKERN GAS FIREPLACE LANAI 367 14. ADDT'L H.B. 15. ADD WALL IN WIC BREEZEWAY 321 TOTAL COVERED 5350 20. POT FILLER OVER COOKTOP 21.OUTDOOR SHOWER W/ LOUVERED CEDAR ENCLOSURE 22. (2) GAS DROPS AT BREEZEWAY REVISIONS Written dimension Sha ave pr ,ede e er 5cale dimen5ion5. Contractors Shall rif d r--, for dimen5ion5 and ndi 5 nj b DESI N BY: eICHA L STAUF ER, A I T, AR13908 1093 A BEAC BLV SUITE j � �i� ST. AU STIN BE 0OM TELEPH E: 4- 2�Q GNI RL I22x ATTIC -6 I o w 4 12627 San Jose Blvd Suite 702 I ACCESJ Jacksonville, FL 32223 Florida Desna, Inc. 904.260.3319 WIC 10' CLG. �fl TO[—)& H SQ. FTG. CALCULATIONS IST FLOOR LIVING 2075 GUEST QUARTERS 312 2N1) FLOOR LIVING 1376 TOTAL LIVING 376,5 GARAGE 816 PORCH 83 10. PREPLUMB UTILITY SINK IN GARAGE 11. VENTLESS ISOKERN GAS FIREPLACE LANAI 367 14. ADDT'L H.B. 15. ADD WALL IN WIC BREEZEWAY 321 TOTAL COVERED 5350 0 L I MECHANICAL EQUIPMENT NOTES: F13C--Rt2.5.2: DUCTS IN GARAGE SHALL 13E MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, 1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL 51ES OF MECHANICAL EQUIPMENT AND COMP VENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF TH ENCLOSING SPACE 13EING AT LEAST 12" WIDER THAN JHE FURNACE OR AIR HANDLER GROU b -MOUNTED MECHANICAL UNITS SHALL BE ANCH ED IN ACCORDANCE WITH F6C-R, SECTION M1307P. N U,1 'hN 1. DOOR3' AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. BUMP OUTLIVING ROOM SO FLUSH W/ CAFE 3. ENLARGE PNTRY 4.3 CAR GARAGE 5. EXTEND GARAGE 3' OUT 6. EXTEND LANAI 3' OUT 7. MOVE GUEST SUITE 3' OUT 8. ADD WINDOW IN KITCHEN 9. GARAGE SVC. DOOR 10. PREPLUMB UTILITY SINK IN GARAGE 11. VENTLESS ISOKERN GAS FIREPLACE 12. PREPLUMB SINK IN KITCHEN 13. EXTEND WIG AND LNDRY INTO GARAGE 2' 14. ADDT'L H.B. 15. ADD WALL IN WIC 16. SINGLE DINING ROOM WINDOW 17. HALF WALL AT LANAI 18. DRACE FOR FUTURE BARN DOORS AT PNTRY 19. EXTEND COURT YARD WALL 20. POT FILLER OVER COOKTOP 21.OUTDOOR SHOWER W/ LOUVERED CEDAR ENCLOSURE 22. (2) GAS DROPS AT BREEZEWAY REVISIONS Written dimension Sha ave pr ,ede e er 5cale dimen5ion5. Contractors Shall rif d r--, for dimen5ion5 and ndi 5 nj b DESI N BY: eICHA L STAUF ER, A I T, AR13908 1093 A BEAC BLV SUITE j � �i� -mom A.... an an PN IVER.SIDE HOMES N Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence 1st Floor Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By Sheet ARJ Al Date 08.17.2017 Scale 1/4" — " of (� Plan o- Coastal 7 Written dimension Sha ave pr ,ede e er 5cale dimen5ion5. Contractors Shall rif d r--, for dimen5ion5 and ndi 5 nj b DESI N BY: eICHA L STAUF ER, A I T, AR13908 1093 A BEAC BLV SUITE j � �i� ST. AU STIN BE 0OM TELEPH E: 4- Approved BY Permit desk autiding Department RAFTING ���c ®��ah� FL 12627 San Jose Blvd Suite 702 A 'Mortheast Jacksonville, FL 32223 Florida Desna, Inc. 904.260.3319 /I V I ` II II II II II II 11 it II II II II II II II II II II II ,I ,I II II II II II II II II II II II II II 1, II II II II II II I ,n I II�� ` Ir L==== II Ii I, I, I, Ii I, II 11 I, I, I, ROOF FLAN SCALE: 115" =1'-/ GENERAL STAIR DETAIL SCALE: N.T.S. "STAIR VOTES: ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CON5TROCTION MUST COMPLY W/ 8311.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL MAXIMUM RISER HEIGHT: 7-3/4" MINIMUM TREAD DEPTH: KY' (NOT INCLUDING NOSING) MAXIMUM F15ER HEIGHT YAPIATM: 3/8" (ENTIRE FLIGN ) M]MMUM STAIR WIDTH: 36" MIMMUM HEADROOM CLEARANCE 6-8" (ABOVE NOSING) "HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL HANDRAILS SHALL NOT DE LESS THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING, HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL DE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL DE 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 RES15T A LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR Fq REVISIONS THE PRODUCTS THEY PROVIDE OR INSTALL. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR Ic AN ORNAMENTAL PATTERN SUCH THAT A 4' DIAMETFR SPHERE CANNOT PASS THROUGH. THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO RES15T A LOAD OF 20 1-135 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL 4" SPHERE GUARDRAILS SHALL NOT 5E MAY NOT PA55 LESS THAN 36" IN HEIGHT. THROUGH THE TRIANGULAR OPENINGS 6" 5PHERE AT STAIR TREAD, RISER, & MAY NOT PASS BOTTOM SHALL BE SUCH THROUGH MAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH. Q G 0 Q7 l 26 FLOOR FLAN N U' ES 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. BUMP BED #4 2' OUT 3. ADDT'L WINDOW IN BED #3 AND BED #5 4. FKT. DOORS AT WIC REVISIONS Ic RIVERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Roof Plan/ 2nd Floor Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017 A2 Scale 1/4" = 1141 Plan of Rio- Coastal 9 Written dimen5ion5 chill have precedence over Scale d1men5ion5. 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 ordieast Jacksonville, FL 32223 Florida Design, Inc. 904.260.3 319 5 6 92-1" 9'-0" .. 2-0" - 47` 0" --- 27-1" %' -7' -I 1T-6" GAS TANKLESS — — — — STUB — GAS WH- -i _ 2.6� FOUNDATION LAYOUT" MOTE: FOUNDATION FLAN FOP\ CONCRI-TE FORMING AND FLUM13ING LOCATION REFERUEE ONLY. REFER TO ASSOCIATED ENGINEERING PRAWINGS FOR FOOTED LOCATIONS AND DETAILS. 45'-O�' ----------I 7'-O" N U, the 1. DOOR SILLS ARE NOTED FOR SLIDING GLASS DOORS - REFER TO MANUFACTURERS SFECIFICATIONS FOR ANY REQUIRED SLAB RECESS FKIOR TO FOUKING CONCRETE 2. TANKLESS GAS WH 3. GAS PACKAGE W/ 4- DROFS 4. BUMF OUT LIVING ROOM SO FLUSH W/ CAFE 5.3 CAR GARAGE 6. EXTEND GARAGE 3' OUT 7. EXTEND LANAI 3' OUT 8. MOVE GUEST SUITE 3' OUT 9. GARAGE SVC. DOOR 10. FKEFLUMB UTILITY SINK IN GARAGE 11. FREPLUMB SINK IN KITCHEN 12. EXTENDED COURT YARD WALL 13. ADDT'L H.B. 14. FLOOR OUTLET IN FAMILY ROOM AND GUEST -- - L---- -----, 17.(2) GAS DROPS AT BREEZEWAY REVISIONS I --------------------------- _ �N I CONC. ------------ --------------- I EC STOOP i oI �N I o � I r___—___� r_____ -- � i I SLOPE I Q I/ _ X AIC 1\ I I COMP. I PRE LUMB 1% MIN. I a� COMP. I 1 l i 23'-2. " 3.6, 6,_G 2,_0, I \ 11'-4. I I \ / I i -�J UTILI SINK I N I `- — L -__-___J L__ -----J I ' I �� —J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \� --------------- ----------- — —� I ------------ L---- — fir I 6- -- — "C — — — — '' — ------ ----- STEM WALL I i r-- — —� i FOUNDATION 4" 'SLAB RECESa SLA5 JJ i FOR SHOWER illi I THICKENED I I u I li---------EDGE I I �`� C� I F' ii] Cii 112„CD I I EXPANSION JOINT (TYP) I J � , II I--------•---- -- — ------------ —rI — ---------II rI—=--------------------------- —I ------------- -------------- --1 � -- ------- 1— ------ -------------- I '--W II;il L�- Jj 1r1 IIII :L --j' S L—�O>—PEL01% MIN—. u GAS — Jnr U —-------- ------------- -------------- GAS lI i ------------- — —J --L1rI1Fii -------------- — — — — — — — — — — — — � STUB � I j -2"7-3 ' " 12 1N01 - 24-h � 7IIIlfi l r----- ------ ------------ �- ----- N � I -- -- - v -- ----------------------------------- �II - ------------- --- -------44'-Gl-------- PAVERS II = 4" GONC, SLAB W/ FIBERMLSH OR ' 1-0" 10'-9" > 6' -% T-0"966x6x10 W.W.M. ON 6 MIL. VISQUEEN E I I I OVER CLEAN, WELL COMPACTED FILLH i —L� ---I— -------- I I I I Ll I r-------------- ------------, I I 4.. I I ,—� L_—J L_—J I I �— I � �— ----------- --- r- -T r-T I I I I L O L-1 FLOOR OUTLET I I I IST1 WOOD DECK J015TS LOCATION T.B.D. I I I M WALL FOUNDATION PER ENGINEERING I I I I I l I i I PAVERS r,I I I I I 15'-O2" 2,-8, � iL-42" S_0„ I I 29'-11" I I I Ti f I I I I FLOOR OUT I I L T I = N L�-----�- --(---------- r --------� I I LOCATION T..D. I I I .I JI L I I ( i 4'-273'-O'0 X10" I I r--------- 5._0.. I l 4„ r------1 I I I AI-------�- ---- .1N I I I PAVERS I I---- I— IN �_�_ I L I \\ 6 I I �_-_� I I I I N PREPLUMB i PROV, 6" GAS l SINK �_-____= =__��-� - I I II I I I I I /i�\ SLf�BRE�ES i ( I TUB I I rr�1 II r� I I— IIS n I �r�� cv, I II I H.B. I \\-'I F SHOWER L--------- = — - II — I---1— — ��V-fT — —i — Inl�, i I .I --- — —r --- I I ---- ---J I — I— � + — I I---------------- --- — / \ --- I I I I I I ------------ I � I r I ---I (� I o o Y 7 ----- --� --- ------- --- -- --- ---------� -----� ----r ----------------- -POT FILLER.---- --- ---- - — — — — — — — I GA�, I I OUTD00 -- -- -- —— H.B. ------------- --------- 51 UB I1 I I SHOWER I I 3'- " � 4'-�I'' 1'-10" I 3-2 10'-2" 5'-10" I I ( 5014" �E------(----� 32-11 i 0-l" `I I , I I 1 -------------------------------- ----------� ------------� I I FOUNDATION LAYOUT" MOTE: FOUNDATION FLAN FOP\ CONCRI-TE FORMING AND FLUM13ING LOCATION REFERUEE ONLY. REFER TO ASSOCIATED ENGINEERING PRAWINGS FOR FOOTED LOCATIONS AND DETAILS. 45'-O�' ----------I 7'-O" N U, the 1. DOOR SILLS ARE NOTED FOR SLIDING GLASS DOORS - REFER TO MANUFACTURERS SFECIFICATIONS FOR ANY REQUIRED SLAB RECESS FKIOR TO FOUKING CONCRETE 2. TANKLESS GAS WH 3. GAS PACKAGE W/ 4- DROFS 4. BUMF OUT LIVING ROOM SO FLUSH W/ CAFE 5.3 CAR GARAGE 6. EXTEND GARAGE 3' OUT 7. EXTEND LANAI 3' OUT 8. MOVE GUEST SUITE 3' OUT 9. GARAGE SVC. DOOR 10. FKEFLUMB UTILITY SINK IN GARAGE 11. FREPLUMB SINK IN KITCHEN 12. EXTENDED COURT YARD WALL 13. ADDT'L H.B. 14. FLOOR OUTLET IN FAMILY ROOM AND GUEST SUITE, FIELD VERIFY LOCATIONS 15.OUTDOOR SHOWER 16. FOT FILLER OVER COOKTOP 17.(2) GAS DROPS AT BREEZEWAY REVISIONS 1\ a all to an KIVER.SIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Foundation Layout 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017 A 3; Scale 1/4" = 1'-0" of Plan I/ Rio- Coastal J Written dimen5ior5 shall have precedence over Scale dirnen5ion5. Contractors Shall verify and be responsible for dimensions 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 -rtasJacksonville, FL 32223 F1or; L, v�,Ig , Inc. 904.260.3319 5TANDING SEAM METAL ROOF CEMENT E30AF�) SIDING TYF. 12 I ! I U LLME 015" SHUTTERS iii.l�l■I�I�■I■I■I�I■I■I■I,I,�'I.I I I I � I ..�I�I�I■I\ ISI■ISI■I■I�I�I■I�i�l�l�i�„-_�I�I����O��il 12 EXPOSED RAFTER TAILS 6" TRIM TVP. 12 STUCCO FINISH FRONT ELEVATION CEMENT BOARD SIDING TY''. - 12 2" 5AND OVER r� BUILDING HEIGHT PLATE HEIGHT �m 0 FINISHED FLOOR PLATE HEIGHT 20" OVERHANG — PERGOLA - STRUCTURAL BRACKET TYP. _4p FINISHED FLOOR C, c. GRADE STANDING SEAM METAL ROOF 12 2'- EXPOSED RAFTER TAILS' RIGHT SIDE ELEVATION PLATE HEIGHT FINISHED FLOOR PLATE HEIGHT 12" OVERHANG 4X4 P.T. POST WRAPPED TO 8X8 TYP. 0 FINISHED FLOOR O GRADE NOT: S I�AY FOAM INSULATION - NO F00F VENTING REQUIPEP N (Y YEN 1.3 CAR GARAGE 2. EXTEND GARAGE 3' OUT 3. EXTEND LANAI 3' OUT 4. MOVE GUEST SUITE 3' OUT 5. EXTENDED COURT YARD WALL 6. ADDT'L WINDOW IN BED #3 7. HALF WALL AT LANAI REVISIONS also RIVERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Atlantic Beach Country Club Lemasters Residence Elevations 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 ('7r—awn By ARJ Sheet Date 08.17.2017 A4 Scale 1/4" = 1'-0" Plan of Rio- Coastal 9.,) Written dimen5ion5 Shall have precedence over Scale dimensions. Contractors Shall verify and be responsible for dimen5ion5 and co�er�5 the job. DESIGN BY: MICHAEL STA ER, CI 1093 AIA BEACH VDLI ST. AUGU E BE TELE NE:9 1-4\71552 10 DF&k TING TECT.AR13908 12627 San Jose Blvd Smite 702 Jacksonville, FL 32223 904.260.3319 STUCCO FINISH N 2" BAND OVER 6" BAND TYP. STANDING SEAM METAL ROOF N EXPOSED RAFTER TAILS CEMENT BOARD SIDING TYP. 6" TRIM TYP. — 12" OVERHANG 4X4 P.T. POST WRAPPED TO a v a TYYJ PLATE HEIGHT 0) FINISHED FLOOR PLATE HEIGHT 6" TRIM TYP. SEAR ELEVATION 12 �1 STANDING SEAM METAL ROOF 1 �J LOUVERED SHOWER ENCLOSURE HED FLOOR 4 +1 GRADE LOUVER GATE PER CON1RACT08 EXPOSED RAFTER TAILS ATTIC VENTILATION ,AREA CaLf ULATION5 Excerpt of the 2014 Building Code, Reside^tia 8806.1 Ventilation required. retarder i5 in5talled on the warm -in -winter Side of Enclosed attics and enclosed rafter 5pace5 f ed where ceiling5 are applied directly to the underside of roof rafters Shall nave cross ve lation for each separate space by ventilating openings protected against the entrance of rain or -.no Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1; 4 inch (6.4 m maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) sha11 b provided with corrosion -resistant wire cloth Screening, hardware cloth, or similar material In openings having a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. ning5 in roof framing members shall conform to the requirements of Section 8802.1.8. Required ntilation openings Shall open directly to the outside air. Exception: Attic ventilation Shall not be requi when eterm no not necessary by the code official due to atrno5pheric or climatic conditions. 8806.2 Minimum vent area. The minimum net free ventilating area shall 7e 150 of the area of the vented Space. Exception: The minimum net free ventilation a Shall be 1/300 of the vented Space provided one or more of the following conditions are met: 1. In Clirnate Zones 6, 7 and 8, a CIa55 I or 11 var retarder i5 in5talled 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 i5 provided by ventilators located in the upper portion of vo attic or rafter space. Upper ventilators Shall be located no more than 3 feet (914 mm) below tridge or highest point of the space, measured vertically, with the balance of the required ve ilation provided by eave or cornice vents. Where the location of wall or roof framing members confli 5 with the installation of upper ventilators, installation more than 3 feet (914 mm) below ridge or highest point of the Space Shall be permitted. R806.3 Vent and insulation clearance. Where cave or cornice vents are in5talled, in5uion 5nall not block the free flow of air. A minimum of a 1 -inch (25 mm) space Shall be provided betwc the insulation and the roof Sheathing and at the location of the vent. ` NOTE: SFRAY FOAM IN5ULATION - NO ROOF VENTING REQUIRED PLATE HEIGHT CEMENT 130ARP SIDING TYP. Ii III - II �FINISHED FLOCK 12 �'LATE HEIGHT 20" OVERHANG BAHAMA SHUTTER (TYP) -;KJ FINISHED FLOOR GRADE 3 11\13 C1 AN013AK LINf1WW00 an RI__/A VERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Elevations 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017 A 5k Scale 1/4" = 1'-0" Plan of Rio- Coastal9= Written dimen5ion5 Shall have precedence over Scale dirnen5ion5. Contractors shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. '-T��Cr7►13'� 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 gnhcr Jacksonville, FL 32223 as Florida Design, Inc. 904.260.3319 1. 5UMF OUT LIVING ROOM 50 FLUSH W/ CAFE 2.3 CAR GARAGE 3. EXTEND GARAGE 3' OUT 4. EXTEND LANAI 3' OUT 5. MOVE GUEST SUITE 3' OUT 6. WINDOW IN KITCHEN 7. GARAGE SVC. DOOR 8. ADDT'L WINDOW IN F3E1) #5 9. HALF WALL AT LANAI 10. EXTENDED COURT YARD WALL REVISIONS an RI__/A VERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Elevations 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017 A 5k Scale 1/4" = 1'-0" Plan of Rio- Coastal9= Written dimen5ion5 Shall have precedence over Scale dirnen5ion5. Contractors shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. '-T��Cr7►13'� 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 gnhcr Jacksonville, FL 32223 as Florida Design, Inc. 904.260.3319 ELECTRICAL LEGEND 110 DUPLEX OUTLET(AFCI PROTECTED) CEILING MOUNTED LIGHT SWITCH $3 3 -WAY SWITCH $4 4 -WAY SWITCH $p DIMMER SWITCH 0 TELEPHONE �D CADLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT -1 HALF -SWITCHED OUTLET r I PULL -CHAIN ,FI GFI DUPLEX OUTLET SMOKE DETECTOR I WALL MOUNTED LIGHT &p/GFWEATHER PROTECTED OUTLET 9. ADDT'L LIGHTS FLANKING SINKS IN OWNER5 00 RECESSED LIGHT FIXTURE SINK D/W \ / CEILING OUTLET 12. RECE55 LIGHT IN KITCHEN OVER VEG. SINK 0 SPOTLIGHT ® FLOOR OUTLET II TFA EXHAUST FAN W1 LIGH L FcL' I / AN11 220 OUTLET 0 EXHAUST FAN ® SPECIAL PURPOSE OUTLET 1 FLUORESCENT FIXTURE SWITCH $3 3 -WAY SWITCH $4 4 -WAY SWITCH $p DIMMER SWITCH 0 TELEPHONE �D CADLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT -1 CARRIAGE LIGHT r DOUBLE FLOOD LIGHT ® PANEL BOX O SMOKE DETECTOR 0 CARBON MONOXIDE DET. ------------- G----------G II it II I I PRE -WIRE & I GRACE ONLY II , I I i I ' / I I , i 1 I r I / I � I I I , PRF -WIRE & ---- - BRACE ONLY ' II II II II wP o II II Il II II II II II PREWIRE FUTURE VENTED HOOD II alli GA ELECTRICAL NOTES 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM F INISHEP FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHR00 139" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 2" AFF -- GARAGE GENERAL PURPOSE - 44" AFF - KITCHEN ISLAND 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 PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RE5PON515LE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL 5E IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE, SECTIONS 8314 AND 8315 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN DWEL-ING UNIT BRANCH CIRCUIT LOCATIONS PER FBCR E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WATER A2EAS AND OUTDOOR CIRCUITS PER FBCR E3902 5. ALL PERMANENT INTERIOR LIGHTING 15100% HIGH EFFICACY 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 \ \ \ I I w r r PRE -WIRE PRE -WIRE & \\ I BRACE ONLY \\ SERVICE OUTLET FOR A/C COMP.—\ I IRRIGATION A/C CIRGUIT / COMP. C:DDD I 9 II c o0431 o© o GAS TANK,LESS STUD 1 GAS WH ( GF1 G.D.O. A/c i O r r , L--, -_------- -----� ,—'I i I , SECURITY I _ i /r = PRE -WIRE IGAS STUB X13 ABOVE 1�°3--- UU Z— — - -- l 1 / PRE -WIRE & \ r \ BRACE ONLY FLOOR OUTLET LOCQATION T.B.D. 011 II ------ - L-- - �- ----� G� \ —' — DBL. OVENS COOKTOP W/ MICRO fS�-----' VENTED HOOD PAWER -- — — Tr ---- i REF. L J UNDER CABS STUD FILLER PLUG MOULDING M/W CIRCUIT 0 / / I I II _ \\`\ PRE -WIRE & BRACF ONL Y II II II II IRRIGATION CIRCUIT 1. BUMP OUT LIVING ROOM 50 FLUSH W1 CAFE r 3. EXTEND GARAGE 3' OUT 4. EXTEND LANAI 3' OUT 5. MOVE GUEST SUITE 3' OUT 6. DEDICATED CURCUIT FOR FUTURE VENTED HOOD AT LANAI 7. RUN CONDUIT FOR FUTURE POOL EQUIPMENT 8. PREWIRE FLUSH MOUNT LIGHT IN SITTING AREA IN OWNERS SUITE 9. ADDT'L LIGHTS FLANKING SINKS IN OWNER5 BATH 10. (2) ADDT'L RECESS LIGHTS OVER SINKS IN SINK D/W \ / 11. (3) PENDANT LIGHTS OVER ISLAND 12. RECE55 LIGHT IN KITCHEN OVER VEG. SINK i I 14.(4) RECESS LIGHTS IN GUEST SUITE 36 A5 DBL. OVENS COOKTOP W/ MICRO fS�-----' VENTED HOOD PAWER -- — — Tr ---- i REF. L J UNDER CABS STUD FILLER PLUG MOULDING M/W CIRCUIT 0 / / I I II _ \\`\ PRE -WIRE & BRACF ONL Y II II II II IRRIGATION CIRCUIT ' F I GAS GAS ()- I LANTERN LANTERN Y ' 3 I 15T FLOOR ELEGTI�ICAL PLAN __________________ II II II II I f I I I II II \ \ PWIRE & - �\ BCE ONLY r I r j I I I �\ r - - d7 FLOOR-- ® OUTLET I LO02ATION - I r j \ , 3 \ I I r � _ r � n _71 L- — J i II II II II II RUN CONDUIT FOR FUTURE POOL EQUIPMENT 1. BUMP OUT LIVING ROOM 50 FLUSH W1 CAFE r 3. EXTEND GARAGE 3' OUT 4. EXTEND LANAI 3' OUT 5. MOVE GUEST SUITE 3' OUT 6. DEDICATED CURCUIT FOR FUTURE VENTED HOOD AT LANAI 7. RUN CONDUIT FOR FUTURE POOL EQUIPMENT 8. PREWIRE FLUSH MOUNT LIGHT IN SITTING AREA IN OWNERS SUITE 9. ADDT'L LIGHTS FLANKING SINKS IN OWNER5 BATH 10. (2) ADDT'L RECESS LIGHTS OVER SINKS IN OWNERS BATH 11. (3) PENDANT LIGHTS OVER ISLAND 12. RECE55 LIGHT IN KITCHEN OVER VEG. SINK 13. (3) WALL SCONCE AT 5REEZEWAY 14.(4) RECESS LIGHTS IN GUEST SUITE tOCATE/'I REVISIONS II TFA FcL' I / AN11 , X, 1 IJI u II I GFI ---_____ Ull G.D.O. --- ,__-- ----------- �,, ' F I GAS GAS ()- I LANTERN LANTERN Y ' 3 I 15T FLOOR ELEGTI�ICAL PLAN __________________ II II II II I f I I I II II \ \ PWIRE & - �\ BCE ONLY r I r j I I I �\ r - - d7 FLOOR-- ® OUTLET I LO02ATION - I r j \ , 3 \ I I r � _ r � n _71 L- — J i II II II II II RUN CONDUIT FOR FUTURE POOL EQUIPMENT -mo 0 m mass R.iVERASIDE HOMES Build With■ Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence 1st Floor Electrical Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 , Drawn By ARJ Sheet Date 08.17.2017 Scale 1/4" = 1'-0" Plan of Rio- Coastal J 9 Written dimensions Shall have precedence over Scale dimen5ion5. 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 Sam Jose Blvd Nsuite 702 o��t Jacksonville, FL 32223 Florian Design, Inc 904.260.3319 1. BUMP OUT LIVING ROOM 50 FLUSH W1 CAFE 2.3 CAR GARAGE 3. EXTEND GARAGE 3' OUT 4. EXTEND LANAI 3' OUT 5. MOVE GUEST SUITE 3' OUT 6. DEDICATED CURCUIT FOR FUTURE VENTED HOOD AT LANAI 7. RUN CONDUIT FOR FUTURE POOL EQUIPMENT 8. PREWIRE FLUSH MOUNT LIGHT IN SITTING AREA IN OWNERS SUITE 9. ADDT'L LIGHTS FLANKING SINKS IN OWNER5 BATH 10. (2) ADDT'L RECESS LIGHTS OVER SINKS IN OWNERS BATH 11. (3) PENDANT LIGHTS OVER ISLAND 12. RECE55 LIGHT IN KITCHEN OVER VEG. SINK 13. (3) WALL SCONCE AT 5REEZEWAY 14.(4) RECESS LIGHTS IN GUEST SUITE 15. PLUG MOULDING IN KITCHEN REVISIONS -mo 0 m mass R.iVERASIDE HOMES Build With■ Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence 1st Floor Electrical Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 , Drawn By ARJ Sheet Date 08.17.2017 Scale 1/4" = 1'-0" Plan of Rio- Coastal J 9 Written dimensions Shall have precedence over Scale dimen5ion5. 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 Sam Jose Blvd Nsuite 702 o��t Jacksonville, FL 32223 Florian Design, Inc 904.260.3319 ELECTRICAL LEGEND 110 DUPLEX OUTLET(AFCI PROTECTED) CEILING MOUNTED LIGHT HALF -SWITCHED OUTLET PULL -CHAIN &c FI GFI DUPLEX OUTLET (> WALL MOUNTED LIGHT &p,GF,WEATHER PROTECTED OUTLET 0 RECESSED LIGHT FIXTURE =E)= CEILING OUTLET 0 SPOTLIGHT ® FLOOR OUTLET EXHAUST FAN W/ LIGHT 220 OUTLET EXHAUST FAN 4 SPECIAL PURPOSE OUTLET t 1 111PRESCENT FIXTURE SWITCH CARRIAGE LIGHT 3 3 -WAY SWITCH POU[3LE FLOOD LIGHT `{'4 4 -WAY SWITCH m PANEL BOX o DIMMER SWITCH O SMOKE DETECTOR 0 TELEPHONE Q CARBON MONOXIDE DET. O CAE3LE TV PREWIRE & BRACE CEILING FAN WITH LIGHT 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" AE= TO 42" AFF - GARAGE GENERAL PURPOSE - 44" AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN 15 INTENDED FOR 5ID PURPOSES ONLY. ALL WORK SHALL 5E 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 CAR50N MONOXIDE DETECTORS SHALL 5E IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE, SECTIONS 8314 AND R315 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 5. ALL PERMANENT INTERIOR LIGHTING 15100% HIGH EFFICACY CFL/LED LAMPS PER FBC EC R404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL E TAMPER RESISTANT RECEPTACLES 2ND FL00K ELECTPICAL FLAN , Illo kIVEKSIDE I 10MES .. .. Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Ind Floor Electrical Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 (--Fr—awn By ARJ Sheet Date 08.17.2017 1 E2 Scale 1/4" = 114" Plan 9 of Rio- Coastal 7 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. 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 N.rrheast Jacksonville, FL 32223 Florida Design, Inc. 904.260.3319 T-8" 2'-0" VAPOR BARRIER. SEALED AT TOP &BOTTOM PLATES. — NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH AS 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 BUILDING CODE, RESIDENTIAL STUCCO ON FOAM SILL N 3" 7/16" OSB WALL SHEATHING 7/3" STUCCO PAPER BACK WIRE LATHE RUN TO TOP OF PLATE. WEEP SCREED 7/8" STUCCO ON CMU GRADE WATER RESISTANT BARRIER - 2 LAYERS REQUIRED FASTEN LATH 0 7" 0/C 4" MIN. PENETRATION INTO FRAMING WEEP SCREED- SURFACE SHOULD NOT BE BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURP05ES J STOP ROUGH OPNG HEAD HEIGHT 1/2" DRYWALL 2X6 STUDS (R-19 INSULATION) 2X6 BASE PLATE SLAB UN ERLAYMENT FASTENED PER OSB ROOF SHEATHING 12 7 I i I I D I I Date 08.17.2017 FBG R905.4.3 (METAL ROOF) I I i i of ^ l�. UN DEPLAYMENT FASTENED PER BC P9052.6 (SHINGLE ROOF) FASTEN M -TAL ROOF PER F8C 8905.4.5 FAST N SHINGLE ROOFING PER FBC 8905.2.7 1x6 T+G 2X8 BTWN. RR 5 1� 3 TRUSS ww� �v HG 0 DRIP W = C\ 2X8 RAFTERS, NOTCH 3/T" NICHIHA x 2 FOR T&G Cad EXPOSED T ,IL FASCIA BOARD DRI " DRYWALL CLG. 2X6 2-2X6 TOP PLATE VAPOR BARRIER. SEALED AT TOP &BOTTOM PLATES. — NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH AS 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 BUILDING CODE, RESIDENTIAL STUCCO ON FOAM SILL N 3" 7/16" OSB WALL SHEATHING 7/3" STUCCO PAPER BACK WIRE LATHE RUN TO TOP OF PLATE. WEEP SCREED 7/8" STUCCO ON CMU GRADE WATER RESISTANT BARRIER - 2 LAYERS REQUIRED FASTEN LATH 0 7" 0/C 4" MIN. PENETRATION INTO FRAMING WEEP SCREED- SURFACE SHOULD NOT BE BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURP05ES J STOP ROUGH OPNG HEAD HEIGHT 1/2" DRYWALL 2X6 STUDS (R-19 INSULATION) 2X6 BASE PLATE SLAB 4' TERMINATION OF STUCCO STUCCO TERMINATION FEF' ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER ASTM 1063-03 1 STORY STUCCO WALL SECTION 5GALE: P'= P-0" TYF. 2nd FLOCK .090 —/;: Igloo RIVERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Atlantic Beach Country Club Lemasters Residence Wall Sections 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By AR J — — I I I — — — — — — — - 4" CONC. SLAB 8" CMU FOUNDATION FOOTING PER ENG. I i I I D I I Date 08.17.2017 Scale I I i i 4' TERMINATION OF STUCCO STUCCO TERMINATION FEF' ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER ASTM 1063-03 1 STORY STUCCO WALL SECTION 5GALE: P'= P-0" TYF. 2nd FLOCK .090 —/;: Igloo RIVERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Atlantic Beach Country Club Lemasters Residence Wall Sections 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet D I Date 08.17.2017 Scale 1/4" = 1'-0" of ^ l�. Plan Rio- Coastal Written dimen5ion5 Shall have precedence over Scale dirnem5ion5. 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: 12627 San Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 Florian Design, Inc. 904.260.3 319 cN0 �p'P UNDERLAYMENT 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 NON -CORRODING ' 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 A & EACH OTHER IN A 4" WIDT OF ASPHALT PLASTICROOCEMENTNON-CORRODINGCE SHINGLES 3/8" MTL EAVE DRIP ER EAVE & RAKE GES TO PROVIDE DRIP GE FIRST COURSE I I I 11-112" to 12-1/2" 11-1/2" to 12-1/2" " to 1-1 /2"— — — 1"to 1-112" 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 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 ER FLANGE @ HEAD FIBERGLASS SHINGLE ROOFING OVER 15# FELT �I 11 OVER 7/16" O B OVER 'I I I PRE -ENG WD FRUSSES I I 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 STOP/WEEP 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. ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVE METAL FLASHING AND SECU WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7' MIN. 6x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROC DECK NOT WALL SHEATHING CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMEN' SHINGLE ROOFING 1 WALL FLASHING DETAIL - LAP SIDING N.T.S. SUBFASC�u' I / 315E lA"ER: NOTES: ' ' ' 518r AMG 155 FIREGUARD SHEATHING J 1, INSTALL IN STRICT ACCORDANCE WITH ATTACH Wlfy 2' NAIL5 OR SCREWS NO YENTS ARE N LOWED .LOWED MANUFACTURERS WRITTEN INSTRUCTIONS LINE OF DOOR OPENING 2. APPLY ROOFING CEMENT OR SELF -ADHERING , SELF -ADHERING MEMBRANE 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 STOP/WEEP 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. ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVE METAL FLASHING AND SECU WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7' MIN. 6x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROC DECK NOT WALL SHEATHING CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMEN' SHINGLE ROOFING 1 WALL FLASHING DETAIL - LAP SIDING N.T.S. SUBFASC�u' I —� 315E lA"ER: BARRIER OVER W ' ' ' 518r AMG 155 FIREGUARD SHEATHING J SHEATHING ATTACH Wlfy 2' NAIL5 OR SCREWS NO YENTS ARE N LOWED .LOWED EXTEND SELF -ADHERING LINE OF DOOR OPENING =ACE LAYER: , SELF -ADHERING MEMBRANE 51C 00eG1A55 FIREGUARD SHEATHING FLASHING OVERLAPPING ATTAO-ED WI -H 2" MIN. SCREWS OR NAILS 0 24'OL. . A*. �. �.... �. -0-15ET JOWS IN BASE AND FACE LAYER 24" Km_ DE5iGN BASED ON GA FILE No. RC 2602 SECTION - (1) HOUR FIRE RATED CLINDER5IDE ONLY) SOFFIT AS NLC DED 11+15 DETAIL ONLY APPLICABLE WHERE SEPAR<?TONAVCE OF OelETaiA.NG 15 LE55 THAN 5' AFD MORE THAN 2' FROM PROPERTY LINE ALTERNATE: RATED SOFFIT A55EM13LES WHICH MEET JL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED 2x4 BLOCKING RE AT PANEL 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 7116" 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 GALVANIZED METAL OFF -RIDGE HEAD 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-ENGTRUSSES–] .:.... , / NOTP6: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CV FINISH ASSEMBLY LAP BARRIER OVER NAILING FLANGE VINYL DRIP/WEP P SCREED 5"x5" METAL PLASHING KICK -OUT FLASHING (SEE 1 J DETAII) i a i EXTEND KICK OUT 2" i BEYOND FASCIA "l 5 l�N o FELT UNDERLAYMENT SHINGLE ROOFII IG 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 TRU55E5 SuorAx.l —� BASE LAYER: 5/8" DEN5GLA55 FIREGUARD SHEAT HIW, BARRIER OVER W ' ' ' ATTACH WITH (2)1 #" TYPE'W" SHEATHING DRYWALL SCREWS NO VENT5 ARE A .LOWED EXTEND SELF -ADHERING LINE OF DOOR OPENING FACE LAYER: , SELF -ADHERING MEMBRANE 5/8" DEN5GLA55 FIREGUARD SHEATHING FLASHING OVERLAPPING ATTACHED WrFH 1 j' TYPE'G' DRYWALL . A*. �. �.... �. SCREWS 012ro.C. .. CUT WEATHER -OFFSET JOINTS IN BASE AND FACE LAYER 24" NOTE: DESIGN BASED ON GA FILE No. RC 2602 SECTION- (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED iHl5 DETAIL 0 ILY AFPLICABI E WHERE SEPARATION DISTANCE OF O✓ERHANG IS LESS THAN 5' AND MORE THAN 2' FR ALTERNATE: RATED SOFFIT ASSEMBLES WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED M w LINE OF APP BARRIER OVE INSTALL 4"WIDE \ SELF -ADHERING MEMBRANE FLASHIN OVERNAILING 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-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED. 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: SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. '.MPORARILY F SECURE ARRIER (OR T UNDEF WEATHER 8 AT JAMB; STPLL ULEVE UFACT FOLD WE DOWN& CUF & AI WINDOW FLASHING INSTALLATION DETAILS N.T.S. APPROVED WEATHER INSTALL 4" WIDE SELF -ADHERING MEMBRANE .... ...... BARRIER OVER W ' ' ' SHEATHING ..... .... EXTEND SELF -ADHERING LINE OF DOOR OPENING ... ..... ' , SELF -ADHERING MEMBRANE FLASHING OVERLAPPING ...... . A*. �. �.... �. SEE DOOR DETAILS FOR .. CUT WEATHER ........ .. t... .. N.T.S. BARRIER . . . FOLD WEATHER ' ' ' BARRIER IN AND ....., AROUNDJAMBS STEP 1 ..... ... . INSTALL 4" WIDE SELF -ADHERING MEMBRANE .... ...... FLASHING OVERLAPPING DOOR FRAME 1/4' . EXTEND SELF -ADHERING MEMBRANE FLASHING I" MIN: INSTALL 4' WIDE - - BEYOND JAMB FLASHING SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 114' ' . ' ' SEE DOOR DETAILS FOR .. FINISHRRIM DETAILS STEP 4 DOOR FLASHING INSTALLATION DETAILS N.T.S. NECHAFICALLY FASTEN INED EDGE (CAP, NAILS, APLES) F REQUIRED BY SHING NANUFACTURER NSTALL S' WIDE LF -ADHERING FLEXIBLE IEMBRANE FLASHING 6 SILL EXTEND FLASHING UP JAMBS 6' MIN. V INSTALL DOOR PLUMB. LEVEL & SQUARE PER MANUFACTURER WRITTEN INSTRUCTIONS SETTHRE910LD BED OF SFALAI APPLY SEA -ANT, CORNERS &FROYT ED( OF THFESHO NOTE: AT UNPROTECTED DOORS, BOTTOM 1/4th OF JAMBS SHALL BECOMPOSITE, P.T. OR OTHER DECAY RESISTANT MATERIAL STEP 3 SEAL WINDOW FRAME TO INSIDE OF RO. WITH SEALANT AT SILL AND A MINIMUM IT UP BOTH JAMS TO FORM ABACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) INTERIOR VIEW STEP 9 STEP 3 RIVERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Flashing Details 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017 Scale 1/4" = 1'-011 D21 Plan of (� Rio- Coastal 7 Written dimen5ion5 Shall have precedence over Scale dirnen5ion5. 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: - b2527 San J17�e Blvd �' o��eST Jacks�nvill�, F�, 32223 >✓IQr�� Design. ��. 904"261➢.33g9