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93/95 W 2nd St RES19-0041 Rev - Height Shown from Grade , OFFICE COPY k Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN _ City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 �j �� f�f�( Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: w-LJC7i-` 04\ II I i Revision to Issued Permit OR '' Corrections to Comments Date: 11--1I 1 Project Address: q 3Iq C3 LO - 2-1d Sktee7k Contractor/Contact Name: Arnel Can C.105S1C k}` , ve?) i K--at.i Contact Phone: ,3 \--V S Email: 1 tC (AC \1 \C- 1t Description of Proposed Revision/Corrections: rL utSc t-- 3e piO5 - ho,tc0 S DLOn or Torie, Of,E \ oe. affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) props e• evision/corrections add additional square footage to original submittal? No rifles (additional s.f. to be added: ) • prop revision/corrections add additional increase in building value to original submittal? INo sed *Yes (additional increase in building value:$ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: �/ .,c 1 (Office Use Only) r Approved ' Denied �__I Not Applicable to Department Permit Fee Due$ 'S0`Q6 / / Revision/Plan Review Comments (-0/1Tac / Jc, pi (h (12 /2-P(/i Stod Pia rtS Pay r-P-12- - De a rent Review Required: n _Buil d /7/1 Ing&Zoning I3ewed By Tree Administrator Public Works Public Utilities Zj' /c.r- ' Public Safety Date Fire Services Updated 10/17/18 -S y�y� rjJ s51\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 OFFICE �'° (904) 247-5800 ZONING REVIEW COMMENTS Date: 2/22/2019 Permit#: RES19-0041 Site Address: 95 W 2ND ST Review Status: DENIED RE#: 170837 0000 Applicant: AMERICAN CLASSIC HOMES LLC Property Owner: BCEL 8 LLC Email: kaz@achllc.net Email: Phone: 9043510308 Phone: 9044802245 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Tree Permit: Please pay for the submitted tree removal permits. Height: Please provide the overall height as measured from grade, not FFE, per Section 24-17. Zoning Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. C:\Users\bille\OneDrive\1 C:\Users\bille\OneDrive\l- C:\Users\bille\OneDrive\l CAUsers\bi Ile\One Drive\1- C:\Users\bilie\OneDrive\l- 12 5r 27'-0 5/8" TOP OF ROOF FIBERGLASS SHINGLES (TYP.) 12 ;OPTIONAL SHUTTERS (TYP,) 15 OPTIONAL HARDIE SHAKE 18'-6114" BEARING HEIGHT, EE -i C? E I I [t vE E-,-,, 1111111111H1111111 LiLmi FRONT ELEVATION "A" I HIP ROOF SCALE: 1/4" =1 "-0" , "'w - 12 5F 0 El M OPTIONAL CRAFTSMAN_ GARAGE DOOR CONTRACTOR MUST VERIFY ALL DIMENSIONS NOTE: OPTIONAL HARDIEBOARD SHAKE OR BRICK FINISH. 4' OFF -RIDGE VENT (TYP,) ❑oo Ell LU M L 01 HARDIEBOARD LAP 4"74" P.T. POST WRAPPED SIDING (TYP.) TO 6"X6" (TYP.)J FIBERGLASS SHINGLES (TYP.) 12 it O v V EFEW-1 No -T- V m � cn O F- N LU Lu W w O M -1 � a O z m N a � N � rn I- W U ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ 00 o x cn ■ 4-1 (I.) 0 El M OPTIONAL CRAFTSMAN_ GARAGE DOOR CONTRACTOR MUST VERIFY ALL DIMENSIONS NOTE: OPTIONAL HARDIEBOARD SHAKE OR BRICK FINISH. 4' OFF -RIDGE VENT (TYP,) ❑oo Ell LU M L 01 HARDIEBOARD LAP 4"74" P.T. POST WRAPPED SIDING (TYP.) TO 6"X6" (TYP.)J FIBERGLASS SHINGLES (TYP.) 12 it O v V EFEW-1 No -T- V m � cn O F- N LU Lu W w O M -1 � a O z m N a � N � rn I- W U 0 El M OPTIONAL CRAFTSMAN_ GARAGE DOOR CONTRACTOR MUST VERIFY ALL DIMENSIONS NOTE: OPTIONAL HARDIEBOARD SHAKE OR BRICK FINISH. 4' OFF -RIDGE VENT (TYP,) ❑oo Ell LU M L 01 HARDIEBOARD LAP 4"74" P.T. POST WRAPPED SIDING (TYP.) TO 6"X6" (TYP.)J FIBERGLASS SHINGLES (TYP.) 12 \-4"X4" P.T. POST WRAPPED HARDIEBOARD STUCCO TO 6"X6" (TYP.) SIDING (TYP.) REAR ELEVATION NOTE: OPTIONAL HARDIEBOARD LAP SIDING, SCALE. 1/4" =1'-0" HARDIEBOARD SHAKE OR BRICK FINISH. C:\Users\bille\OneDrive\1-Drawings\JWB Construction Group\1967D-9-8-48R-2.513A-2G 30X50 89-95 2nd Street Atl Bch\2019-02-22 1967D-9-8-4BR-2.513A 2 CAR.dwg, 2/22/2019 11:40:34 AM 4" HARDIE TRIM (TYP.) 10'-51/8" 2ND FLOOR 9'-1118" BEARING HEIGHT 0'-0" FINISHED FLOOR 27'-0 5/8" TOP OF ROOF 18'-61/4" BEARING HEIGHT 4" HARDIE TRIM (TYP.) 10'-51/8" 2ND FLOOR 9'-11/8" BEARING HEIGHT 0'-0" FINISHED FLOOR 0 9" P.T. 2"X6" TRIM WOOD COLUMN 6"X6" FINISHED DIMENSIONS N P.T. 2"X6" TRIM 9,. 6"X6" WOOD COLUMN DETAIL SCALE: 112" =1 "-0" 11" P.T. 2"X6" TRIM N WOOD COLUMN 8"X8" FINISHED DIMENSIONS N P.T. 2"X6" TRIM 11" 8"X8" WOOD COLUMN DETAIL SCALE., 112" =1'-0` �L D 1'-4" STONE TAPERED COLUMN DETAIL SCALE: 112" =1 14' it O v V U— >G ED a d p -T- V m � cn O F- N LU Lu W w O M -1 � a O z m N a � N � rn I- W U \-4"X4" P.T. POST WRAPPED HARDIEBOARD STUCCO TO 6"X6" (TYP.) SIDING (TYP.) REAR ELEVATION NOTE: OPTIONAL HARDIEBOARD LAP SIDING, SCALE. 1/4" =1'-0" HARDIEBOARD SHAKE OR BRICK FINISH. C:\Users\bille\OneDrive\1-Drawings\JWB Construction Group\1967D-9-8-48R-2.513A-2G 30X50 89-95 2nd Street Atl Bch\2019-02-22 1967D-9-8-4BR-2.513A 2 CAR.dwg, 2/22/2019 11:40:34 AM 4" HARDIE TRIM (TYP.) 10'-51/8" 2ND FLOOR 9'-1118" BEARING HEIGHT 0'-0" FINISHED FLOOR 27'-0 5/8" TOP OF ROOF 18'-61/4" BEARING HEIGHT 4" HARDIE TRIM (TYP.) 10'-51/8" 2ND FLOOR 9'-11/8" BEARING HEIGHT 0'-0" FINISHED FLOOR 0 9" P.T. 2"X6" TRIM WOOD COLUMN 6"X6" FINISHED DIMENSIONS N P.T. 2"X6" TRIM 9,. 6"X6" WOOD COLUMN DETAIL SCALE: 112" =1 "-0" 11" P.T. 2"X6" TRIM N WOOD COLUMN 8"X8" FINISHED DIMENSIONS N P.T. 2"X6" TRIM 11" 8"X8" WOOD COLUMN DETAIL SCALE., 112" =1'-0` �L D 1'-4" STONE TAPERED COLUMN DETAIL SCALE: 112" =1 14' /'1 V 1 J O v V U— >G ED a d p -T- V m � cn O F- N LU Lu W w O M -1 � a O z m N a � N � rn I- W U 00 o /'1 V 1 O v V N E ■ .� Cy') aj M -1 2, m � N � I- W U o x cn 4-1 (I.) Cl 0 oC o (D 0 UlNN, N F--1 � ro J � bILL C 0 d' CD a ru 0 M^ U Ln m R WINDOW TRIM: TOP - 2" AND 6" Date 02-22-19 SIDES AND BOTTOM .6" Scale AS SHOWN OPTIONAL WINDOW TRIM Job 1967D-9/8 SCALE: 1/2" = V-0" Sheet OFFICE COPYA2m 1 f FIBERGLASS SHINGLES (TYP.) .12 OPTIONAL HARDIE 5 SHAKE OPTIONAL SHUTTERS (TYP.) 18'-6114" BEARING HEIGHT 1 ,-4" HARDIE TRIM (TYP.) ILLLUILili \\ _ - Oil F C? UFF =a F— 11 1111111 1 --11111 u 11ITii li I 1 II II it II ! II FRONT ELEVATION "B" 1 GABLE ROOF SCALE., 114" =1'-0" INIIIIIIIIIIII C- moll ON Rill IN lull 11 !"m IN IN [M-1 ao�a EO ET " [13 ITT]- M -1 - OPTIONAL CRAFTSMAN GARAGE DOOR CONTRACTOR MUST VERIFY ALL DIMENSIONS NOTE: OPTIONAL HARDIEBOARD SHAKE OR BRICK FINISH. TO 6"X6" (TYP.) REAR ELEVATION NOTE: OPTIONAL HARDIEBOARD LAP SIDING, HARDIEBOARD SHAKE OR BRICK FINISH. SCALE: 114" =1'-0" C;\Users\bille\OneDrive\1-Drawings\JWBConstruction Group\196/D-9-8-4iK-z.Sea-Z(.6m 6!y-tizjtnaaireei Hitrscn\Le17-eL-«I—..—& --l--,., 4' OFF -RIDGE VENT (TYP.) HARDIEBOARD STUCCO SIDING (TYP.) M EBI Ffl-1 HARDIEBOARD LAP SIDING (TYP.) 27'-0 518" TOP OF ROOF * 4"X4" P.T. POST WRAPPED TO 6"16" (TYP.) FIBERGLASS SHINGLES (TYP.) 12 X15 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT-,,-- FO-1 EIGHT,- 04" FINISHED FLOOR 27'-0 518" TOP OF ROOF 18'-6114" BEARING HEIGHT. 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT 0'-0" FINISHED FLOOR El 9" P.T. 2"X6" TRIM WOOD COLUMN 6"X6" FINISHED DIMENSIONS P.T. 2"X6" TRIM 6"X6" WOOD COLUMN DETAIL SCALE: 112" =1'-0" 11 "' P.T. 2"X6" TRIM CV r WOOD COLUMN 8"18" FINISHED DIMENSIONS N P.T. 2"X6" TRIM 11" 8"X8" WOOD COLUMN DETAIL SCALE: 112" =1'-0" M r STONE TAPERED COLUMN DETAIL SCALE., 112" =1'-0" WINDOW TRIM: TOP -2"AND 6" SIDES AND BOTTOM - 6" OPTIONAL WINDOW TRIM SCALE: 11211 =1'-0" OFFICE C C- TO 6"X6" (TYP.) REAR ELEVATION NOTE: OPTIONAL HARDIEBOARD LAP SIDING, HARDIEBOARD SHAKE OR BRICK FINISH. SCALE: 114" =1'-0" C;\Users\bille\OneDrive\1-Drawings\JWBConstruction Group\196/D-9-8-4iK-z.Sea-Z(.6m 6!y-tizjtnaaireei Hitrscn\Le17-eL-«I—..—& --l--,., 4' OFF -RIDGE VENT (TYP.) HARDIEBOARD STUCCO SIDING (TYP.) M EBI Ffl-1 HARDIEBOARD LAP SIDING (TYP.) 27'-0 518" TOP OF ROOF * 4"X4" P.T. POST WRAPPED TO 6"16" (TYP.) FIBERGLASS SHINGLES (TYP.) 12 X15 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT-,,-- FO-1 EIGHT,- 04" FINISHED FLOOR 27'-0 518" TOP OF ROOF 18'-6114" BEARING HEIGHT. 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT 0'-0" FINISHED FLOOR El 9" P.T. 2"X6" TRIM WOOD COLUMN 6"X6" FINISHED DIMENSIONS P.T. 2"X6" TRIM 6"X6" WOOD COLUMN DETAIL SCALE: 112" =1'-0" 11 "' P.T. 2"X6" TRIM CV r WOOD COLUMN 8"18" FINISHED DIMENSIONS N P.T. 2"X6" TRIM 11" 8"X8" WOOD COLUMN DETAIL SCALE: 112" =1'-0" M r STONE TAPERED COLUMN DETAIL SCALE., 112" =1'-0" WINDOW TRIM: TOP -2"AND 6" SIDES AND BOTTOM - 6" OPTIONAL WINDOW TRIM SCALE: 11211 =1'-0" OFFICE C C:\Users\bille\OneDrive\l- TYPE "C" FLASHING (WHERE EXTERIOR BUILDING PANELS JOIN HORIZONTALLY) TYPE "B" FLASHING FIBERGLASS SHINGLES ON (WHERE CHIMNEYS AND 15# FELT OVER 7116" O.S.B. WALLS MEET ROOF) WITH 112" CLIPS PRE-ENGINEERED TRUSS ROOF SYSTEM R-38 INSULATION 518" GYP. BOARD DOUBLE 2X TOP PLATE WITH APPROVED HURRICANE ANCHOR AT ENDS OF EACH TRUSS *IF WITHIN 3' OF PROPERTY LINE, FIRE BLOCK AND FIRE CAULK BETWEEN TRUSSES TO BOTTOM OF ROOF DECK DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE 16" FLOOR TRUSS R-30 INSULATION 518" GYP. BOARD DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE 2X BLOCKING* 12 SEE FIRE CAULKED* RP ELEV. -TYPE "A" FLASHING FASCIA STYLE PER BUILDER 11-4" UNLESS VINYL SOFFIT (TYP.) OTHERWISE NOTED , R13 INSULATION 2"14" FRAMING (TYP.) 2ND FLOOR a BEARING HEIGHT R13 INSULATION 2"X4" FRAMING (TYP.) SEE ELEVATIONS FOR EXTERIOR FINISH MATERIAL NOTE: THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY. VERIFY ALL CONDITIONS SHOWN WITH BUILDER. SEE STRUCTURAL PLANS FOR CONNECTIONS AND a ° _ ° d TIE DOWN INFORMATION. 4 d° o e a . d d " ° �—! 11 I—i I !=I 11_1 11=1 I- d a 111—!11=1 I ! ! I !_I I !=i TYPICAL WALL SECTION ,1 11 1 1I 1 I'_I 1-11i I � I = e d 1„�111-111=I � I—I I SCALE :Ill= V-0” C:\Users\bille\OneDrive\1-Drawings\JWB Construction Group\1967D-9-8-4BR-2.5BA-2G 30X5089-95 2nd Street Atl Bch\2019-02-22 1967D-9-8-4BR-2.5BA 2 CAR.dwg, 2/22/2019 11:40:36 AM FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLE SET IN —4PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL ORV FLANGE OVER SHINGLES AT BASE 7116" OSB OVER � �\ PRE-ENGINEERED WOOD TRUSSES OFF RIDGE VENT DETAIL NOT TO SCALE APPROVED WEATHER BARRIER OVER USI INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" AND 1" BEYOND DOOR JAMB INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" CUT WEATHER BARRIER IN AND AROUNDJAMBS SET THRESHOLD IN BED OF SEALANT DOOR FLASHING INSTALLATION AND DETAIL SCALE: N.T.S. GENERAL NOTES: 1. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. 2.518" TYPE "X' GYP. BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ABOVE PER FBC R302.6. 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. 4. UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE). GUARDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R312.1 FOR GUARDRAIL REQUIREMENTS AND OPENINGS. *HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE FLOOR OR GRADE. *OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" OR GREATER IN DIAMETER. REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE GREATER THAN 4.3/8" IN DIAMETER TO PASS THROUGH, HANDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.7.8 FOR HANDRAIL HEIGHT CONTINUITYAND SIZE. *HEIGHT: MUST BE BETWEEN 34.38" MEASURED VERTICALLY FROM SLOPED PLANE. *CONTINUITY: HANDRAIL MUST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BE ALLOWED TO BE INTERRUPTED BY NEWEL POSTS. *SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1.114"-2" IF CIRCULAR, SHALL HAVE BETWEEN 4-6" PERIMETER IF NOT CIRCULAR. STAIR NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.7.5 FOR TREAD DEPTH, RISER HEIGHTS AND STAIR WIDTHS. *RISERS: 7.3/4" MAXIMUM WITH NO MORE THAN 3/8" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. TREADS: 10" MINIMUM DEPTH WITH NO MORE THAN 318" DIFFERENCE BETWEEN LONGEST AND SHORTEST TREAD. THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 24" AND NOT MORE THAN 25". *WIDTH: 36" MINIMUM CLEAR WIDTH ABOVE HANDRAIL AND 31.112" BELOW HANDRAIL. VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MINIMUM 12" PAST CENTER LINE OF VALLEY. SEE MANUFACTURERS WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION. 2. DO NOT NAIL MINIMUM 6" FROM VALLEY CENTER LINE, OVER PRE-ENGINEERED WOOD TRUSSES �24" WIDE METAL VALLEY FLASHING OVER 15# FELT OVER 7116" OSB VALLEY FLASHING DETAIL NOT TO SCALE r 'ED METAL FLANGE PLUMBING STACK FLASHING DETAIL NOT TO SCALE STEPS 1 2 3 4 (f) 112" DENSARMOR PLUS OR 112"TOUGH ROCK GYP. BOARD. ( 2"X4" STUD WALL @ 16" O.C. FROM TOP OF SECOND 1 FLOOR DECKING TO BOTTOM CHORD OF ROOF TRUSSES, 2 R-11 TOTAL PER PARTY WALL. 3 �3 314" AIR SPACE BETWEEN STUD WALL AND DENSGLASS SHAFTLINER (DRAFT STOPPING AS REQUIRED PER FBC R•302.12). 4 ® DOUBLE LAYER OF 1" THICK DENSGLASS ULTRA SHAFT LINER JOINED WITH H -STUDS. C -TRACK AND ALUMINUM ANGLE CLIPS AS REQUIRED PER MANUFACTURERS SPECIFICATIONS. FRAME PARTY WALL CONSTRUCTION UL DESIGN: U373 SCALE: 1'" =1'-0" MINIMUM COVERAGE EACH SIDE OF PARTY WALL 4' 4' R703.4 FLASHING: 2.314" APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED 7116" OSB 112" FIRE RET4' SHINGLE -FASHION IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE NG PLYWOOD N 1/2" DRYWALL _E02 WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL w LU N O N FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE a o 5" EXTERIOR WALL FINISH. APPROVED ANTI -CORROSION RESISTANT FLASHING SHALL 318" OR 518" BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 26 GAUGE GALVANIZED 26 GAUGE GALVANIZED 32 GAUGE GALVANIZED A B C 1. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER 2.112" METAL DRIP EDGE 5"X5" ANGLE FLASHING 7" FLASHING STUCCO 314" AIR SPACE COPINGS. SHINGLES: VALLEY FLASHING: 2. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. UL CLASS A FIRE RATING: ASTM D 3018, TYPE I 26 GA. GALVANIZED, 18" WIDE 3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. UL WIND RESISTANCE; 4. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR FASTENING: UASTM D3161, TYPE I (MODIFIED TO 110 MPH) (4)11 OR 12 GAUGE NAILS'1.114" LONG WITH 318" 0 HEAD ASSEMBLY OR WOOD FRAMED CONSTRUCTION. 5. AT ALL WALL AND ROOD INTERSECTIONS. 6. AT BUILT IN GUTTERS. FLASHING DETAILS AND SHINGLE INFORMATION SCALE 3"-1'-0" FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLE SET IN —4PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL ORV FLANGE OVER SHINGLES AT BASE 7116" OSB OVER � �\ PRE-ENGINEERED WOOD TRUSSES OFF RIDGE VENT DETAIL NOT TO SCALE APPROVED WEATHER BARRIER OVER USI INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" AND 1" BEYOND DOOR JAMB INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" CUT WEATHER BARRIER IN AND AROUNDJAMBS SET THRESHOLD IN BED OF SEALANT DOOR FLASHING INSTALLATION AND DETAIL SCALE: N.T.S. GENERAL NOTES: 1. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. 2.518" TYPE "X' GYP. BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ABOVE PER FBC R302.6. 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. 4. UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE). GUARDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R312.1 FOR GUARDRAIL REQUIREMENTS AND OPENINGS. *HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE FLOOR OR GRADE. *OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" OR GREATER IN DIAMETER. REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE GREATER THAN 4.3/8" IN DIAMETER TO PASS THROUGH, HANDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.7.8 FOR HANDRAIL HEIGHT CONTINUITYAND SIZE. *HEIGHT: MUST BE BETWEEN 34.38" MEASURED VERTICALLY FROM SLOPED PLANE. *CONTINUITY: HANDRAIL MUST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BE ALLOWED TO BE INTERRUPTED BY NEWEL POSTS. *SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1.114"-2" IF CIRCULAR, SHALL HAVE BETWEEN 4-6" PERIMETER IF NOT CIRCULAR. STAIR NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.7.5 FOR TREAD DEPTH, RISER HEIGHTS AND STAIR WIDTHS. *RISERS: 7.3/4" MAXIMUM WITH NO MORE THAN 3/8" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. TREADS: 10" MINIMUM DEPTH WITH NO MORE THAN 318" DIFFERENCE BETWEEN LONGEST AND SHORTEST TREAD. THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 24" AND NOT MORE THAN 25". *WIDTH: 36" MINIMUM CLEAR WIDTH ABOVE HANDRAIL AND 31.112" BELOW HANDRAIL. VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MINIMUM 12" PAST CENTER LINE OF VALLEY. SEE MANUFACTURERS WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION. 2. DO NOT NAIL MINIMUM 6" FROM VALLEY CENTER LINE, OVER PRE-ENGINEERED WOOD TRUSSES �24" WIDE METAL VALLEY FLASHING OVER 15# FELT OVER 7116" OSB VALLEY FLASHING DETAIL NOT TO SCALE r 'ED METAL FLANGE PLUMBING STACK FLASHING DETAIL NOT TO SCALE STEPS 1 2 3 4 (f) 112" DENSARMOR PLUS OR 112"TOUGH ROCK GYP. BOARD. ( 2"X4" STUD WALL @ 16" O.C. FROM TOP OF SECOND 1 FLOOR DECKING TO BOTTOM CHORD OF ROOF TRUSSES, 2 R-11 TOTAL PER PARTY WALL. 3 �3 314" AIR SPACE BETWEEN STUD WALL AND DENSGLASS SHAFTLINER (DRAFT STOPPING AS REQUIRED PER FBC R•302.12). 4 ® DOUBLE LAYER OF 1" THICK DENSGLASS ULTRA SHAFT LINER JOINED WITH H -STUDS. C -TRACK AND ALUMINUM ANGLE CLIPS AS REQUIRED PER MANUFACTURERS SPECIFICATIONS. FRAME PARTY WALL CONSTRUCTION UL DESIGN: U373 SCALE: 1'" =1'-0" MINIMUM COVERAGE EACH SIDE OF PARTY WALL 4' 4' 112" FIRE RETARDING PLYW00 ! 1; 7116" OSB 112" FIRE RETAi PLYWOOD 7116" OSB 112" FIRE RETARDING PLYWOOD( 112" FIRE RETARDING PLYWOOD ii I� I 112" DRYWALL I !fill I 7116" OSB 112" FIRE RET4' 0 H fel NG PLYWOOD 7116" OSB 112" FIRE RETARDING PLYW00 ! 1; 7116" OSB 112" FIRE RETAi PLYWOOD 7116" OSB 112" FIRE RETARDING PLYWOOD( 112" FIRE RETARDING PLYWOOD ii I� I DENSGLASS PARTY WALL BELOW—/ FIRE RATEDWALL SHEATHING 4' ON BOTH SIDES OF ADJACENT UNITS. ROOF SHEATHING DETAIL AT PARTY WALL SCALE: 114" =1'-0" 101N WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. CUT AT INVERTED "Y". 2U-` INSTALL 6" WIDE SELF ADHESIVE SILL FLASHING THAT EXTENDS 4" BEYOND OPENING. Q APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY A 4" SELF ADHESIVE JAMB FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. 5Q APPLY A4" SELF ADHESIVE HEAD FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. © REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING, APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. 5D JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8-112" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. WEATHER RESISTANT BARRIER (WRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. 0)O CUT LINE ® JAMB FLASHING APPLY CONT. SELF ADHESIVE FLASHING THAT EXTENDS AT LEAST 4" BEYOND ROUGH OPENING. 9. SILL FLASHING SHIM AND ADJUST WINDOWTO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SECTION A -A THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. A INTERIOR vlcrr TOP LEFT CORNER OF WINDOW SECURE WRB AT HEAD _ FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. Q5 HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING, FASTEN IN PLACE. A L%EAlA.rr FLASHING ' WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. WINDOW INSTALLATION SCALE: N.T.S. CONTINUE THIS DETAIL THROUGH SOFFIT C -CHANNEL SCREWED TO DECKING ROOF DECKING ROOF TRUSS (TYP.) 112" DRYWALL ill I 7/16" OSB 112" FIRE RET/ I ��NG �ii , 1 PLYWOOD 7116" OSB DENSGLASS PARTY WALL BELOW—/ FIRE RATEDWALL SHEATHING 4' ON BOTH SIDES OF ADJACENT UNITS. ROOF SHEATHING DETAIL AT PARTY WALL SCALE: 114" =1'-0" 101N WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. CUT AT INVERTED "Y". 2U-` INSTALL 6" WIDE SELF ADHESIVE SILL FLASHING THAT EXTENDS 4" BEYOND OPENING. Q APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY A 4" SELF ADHESIVE JAMB FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. 5Q APPLY A4" SELF ADHESIVE HEAD FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. © REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING, APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. 5D JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8-112" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. WEATHER RESISTANT BARRIER (WRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. 0)O CUT LINE ® JAMB FLASHING APPLY CONT. SELF ADHESIVE FLASHING THAT EXTENDS AT LEAST 4" BEYOND ROUGH OPENING. 9. SILL FLASHING SHIM AND ADJUST WINDOWTO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SECTION A -A THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. A INTERIOR vlcrr TOP LEFT CORNER OF WINDOW SECURE WRB AT HEAD _ FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. Q5 HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING, FASTEN IN PLACE. A L%EAlA.rr FLASHING ' WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. WINDOW INSTALLATION SCALE: N.T.S. CONTINUE THIS DETAIL THROUGH SOFFIT C -CHANNEL SCREWED TO DECKING ROOF DECKING ROOF TRUSS (TYP.) J LTRA 6"O.C. v TYPICAL ATTIC PARTY WALL - UL DESIGN: U373 SCALE: 1"=1'-0" 2'74" STUDS @ 16"O.C. 112" DRYWALL 314" AIR SPACE 1" 16" FLOOR TRUSS DENSGLASS ULTRA 112" DRYWALL I X= LU J a 0 ce O FIRE BLOCKING AS REQUIRED LU _ cn 1/2" DRYWALL 0 w LU O C -CHANNEL J a o O 2"14" STUDS @ 16"O.C. N %i 314" AIR SPACE TYPICAL PARTY WALL 2ND FLOOR UL DESIGN: 0373 co SCALE: 1" =1'-0" iE 00 Qo w Ufa 0 '0' n U Z 112" DRYWALL FIRE BLOCKING !x 1" DENSGLASS I 2"74" STUDS @' 314" AIR SPACE J LTRA 6"O.C. v TYPICAL ATTIC PARTY WALL - UL DESIGN: U373 SCALE: 1"=1'-0" 2'74" STUDS @ 16"O.C. 112" DRYWALL 314" AIR SPACE 1" 16" FLOOR TRUSS DENSGLASS ULTRA CONCRETE SLAB TYPICAL PARTY WAL UL DESIGN: 0373 SCALE: 1" 1'•0" 112" DRYWALL 1" DENSGLASS ULTRA 2"74" STUDS @ 16"O.C. (R-13 INSULATION) 1/2" DRYWALL 314" AIR SPACE \ �-2"X4"PLATE WITH SEALANT C -CHANNEL LTOSLAB 2"14" STUDS @ 16"O.C. (R-13 INSULATION) 112" DRYWALL 314" AIR SPACE C -CHANNEL 112" DRYWALL I X= LU J a 0 ce O FIRE BLOCKING AS REQUIRED LU _ cn 1/2" DRYWALL 0 w LU O C -CHANNEL J a o O 2"14" STUDS @ 16"O.C. N %i 314" AIR SPACE TYPICAL PARTY WALL 2ND FLOOR UL DESIGN: 0373 co SCALE: 1" =1'-0" CONCRETE SLAB TYPICAL PARTY WAL UL DESIGN: 0373 SCALE: 1" 1'•0" 112" DRYWALL 1" DENSGLASS ULTRA 2"74" STUDS @ 16"O.C. (R-13 INSULATION) 1/2" DRYWALL 314" AIR SPACE \ �-2"X4"PLATE WITH SEALANT C -CHANNEL LTOSLAB 2"14" STUDS @ 16"O.C. (R-13 INSULATION) 112" DRYWALL 314" AIR SPACE C -CHANNEL 0 0 I o Lin (/) N c>1 —L U_ h C0CD d m .� U n M L0 I Date 02-22-19 TYPICAL OFFSET WALL BETWEEN UNITS scale AS SHOWN UL DESIGN: 0373 '°b 1957°-9/8 SCALE: 1"=1'-0"oCClne �o� Sheet ' I�i� l�iC A3.1 I X= LU J a 0 ce O U W m U LU _ cn 0 w LU O Ln J a o O z N Ln N co T�-+ iE 00 0 0 I o Lin (/) N c>1 —L U_ h C0CD d m .� U n M L0 I Date 02-22-19 TYPICAL OFFSET WALL BETWEEN UNITS scale AS SHOWN UL DESIGN: 0373 '°b 1957°-9/8 SCALE: 1"=1'-0"oCClne �o� Sheet ' I�i� l�iC A3.1 I V ■ - M CG J v� -c3 N co T�-+ iE 0i Qo w Ufa 0 '0' n U 0 0 I o Lin (/) N c>1 —L U_ h C0CD d m .� U n M L0 I Date 02-22-19 TYPICAL OFFSET WALL BETWEEN UNITS scale AS SHOWN UL DESIGN: 0373 '°b 1957°-9/8 SCALE: 1"=1'-0"oCClne �o� Sheet ' I�i� l�iC A3.1