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HomeMy Public PortalAbout11-0037 Sandcastle Inn_2of2202' -7 "± CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION REMOVE EXISTING STANDING SEAM METAL ROOF AND REPLACE WITH NEW. FRAME NEW 2x8 RAFTERS 0 24 "o.c, 0 FLAT ROOF, TYP. INSTALL NEW STANDING SEAM METAL ROOF. REMOVE EXISTING STANDING SEAM METAL ROOF AND REPLACE WITH NEW. Roof Plan SCALE: 1 /8 " =1' —O" NOTES: REMOVE EXISTING STANDING SEAM METAL ROOF AND REPLACE WITH NEW. 1. OVER HANG TO BE STEP OVERHANG. UNLESS NOTED OTHERWISE. 2. ALL FLASHING TO BE CONCEALED COOPER OR APPROVED EQUAL. 3. STANDING SEAM METAL ROOFING, TYPICAL. 4. INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS. FLASH 24" MIN. VERT WHERE APPLICABLE, FIELD DETERMINE. ROOF CONSTRUCTION: 1. RAFTER - 2 X 8 0 16 ". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TIES - 2 x 6 ,, 16" 0. C. AT ALL RIDGES. 3. ALL BRACES ARE 2 -2 x 4 NAILED WITH 16 PENNY NAILS €.) 9" O.C. VERTICALLY FROM TOP TO BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY. 4. ALL HIPS ARE REDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE (NOMINAL). 5. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 8 16" 0. C. UNLESS NOTED OTHERWISE. 6. MAXIMUM SPACING OF RAFTERS BRACES - RAFTERS CAN BE SPLICED OVER HOGS WITH 2 - 2 x 4 BRACES. FOR 2 x 6 HOG 6' O.C. FOR 2 x 8 HOG 7' -6" O.C. 7. DETAILS 1 -2x6 \ 1 -2x6 2x6 HOG 1 -2x8 ~-1 -2x8 2x8 HOG 16P NAILS 0 9 "o.0. VERT. 2 -2x4 BRACE 8. ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRLI3 MANUFACTURER'S DIRECTION. 9. WITH NO ROOF FRAMING PLAN - USE 2 x 8 16" RAFTERS, S.P.F.. #2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14' -0" MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN L/180, USE 2 - 2 x 6 HOGS AT RAFTER WITH 2 - 2 x 4 BRACES AT 6 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS /BEAMS OR MINIMUM OF 2 - 2 x 6 HOGS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS, ETC. ONE SIZE LARGER THAN RAFTER SIZE. ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 - 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. 6 Count tF, F v? C U COM 1 CO1D.LI A1'; to identify code v1c :.a1;ion>a, no L lr .. by the reviewer e shall ccnmtrPn <:,:3t xori L.i to violate, cancel, :_ i+_ or set aside any awlicabla cedes or ordinances. The review and permit should not be construed C e w warranty or guarantee. geviewed By As Njo Date ..4 GENERAL NOTES: 1. THESE PLANS ARE FOR ROOF FRAMING ONLY AND ARE NOT TO BE CONSIDERED AS A DESIGN FOR FOUNDATION, BEARING OR UPLIFT. • VERIFY PRIOR TO CONSTRUCTION 58' -8"± CONTRACTOR TO FIELD 4/1' 2. IT IS ASSUMED BY THE ENGINEER THAT ALL PREVIOUS CONSTRUCTION WAS PROPERLY SIZED BY A REGISTERED ENGINEER IN THE STATE OF GEORGIA FOR FOUNDATION AND UPLIFT DESIGN. 3. ALL STRUCTURAL DETAILING IN THESE DOCUMENTS ARE TO IMPROVE EXISTING ROOF DRAINAGE CONDITIONS. STRUCTURAL FRAMING MEMBERS AS SHOWN ARE FOR ROOF FRAMING, UPLIFT & HOLDOWN REQUIRMENTS. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FRAMING TO BE REMOVED AND /OR REPLACED. ANY REPLACED MATERIALS TO BE SAME SIZE OF EXISTING MATERIALS. 5. G.C. SHALL PROVIDE TEMP SUPPORTS AS REQUIRED FOR THE REMOVAL, REPLACEMENT AND NEW ROOF FRAMING AS REQUIRED. ALL NEW FRAMING TO BE INSTALLED AS PER MANUF, SPECS. CAREFUL ATTENTION SHALL BE EXERCISED WITH PROPER ANCHORING OF ALL NEW ROOF FRAMING. Z(/) 0 Cr) I 1 I U 1 C/') 103 NASSAU DRIVE 0 0 .0 0 W 1 0 1 0 0 W 0 a 0 O cn Z 0 C 0 co 0 0 W N LU 2D z w 0 Z 0 CO 2 e < (N C �ZQ� O J CJ w. 3 w w pD z >- F-- SAND CASTLE INN ROOF PLAN AND NOTES I - - - -- - -- 5:12 ROOF _ I� PITCH 11- - -- -- 11 PITCH T I - I I I I 1 I I I -- -- -- �I PITCH i I I - - - - - -- - - I I II 1 I I 1 I NM FRAME TO TRUSSES, TOWER. TRANSITION NEW TYP. FIELD ROOF( VE AS H NEW EACH FY. REQUIRED STAIR ROOF I II i II II 5:12 ROOF I l 1 H 11 PITCH 1 II II 11 — — I I �1 5:12 ROOF o a — — — ` — — — PITCH II 11 I ! II I I 1 1 11 — — — — — — — I UI-i II 11 1 11 11 -Tl 1 f II U I 5:12 ROOF — I I PITCH H it 11 1 1 1I II 11 11 � inn AP-I - _ __ mumillimmal Roof Plan SCALE: 1 /8 " =1' —O" NOTES: REMOVE EXISTING STANDING SEAM METAL ROOF AND REPLACE WITH NEW. 1. OVER HANG TO BE STEP OVERHANG. UNLESS NOTED OTHERWISE. 2. ALL FLASHING TO BE CONCEALED COOPER OR APPROVED EQUAL. 3. STANDING SEAM METAL ROOFING, TYPICAL. 4. INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS. FLASH 24" MIN. VERT WHERE APPLICABLE, FIELD DETERMINE. ROOF CONSTRUCTION: 1. RAFTER - 2 X 8 0 16 ". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TIES - 2 x 6 ,, 16" 0. C. AT ALL RIDGES. 3. ALL BRACES ARE 2 -2 x 4 NAILED WITH 16 PENNY NAILS €.) 9" O.C. VERTICALLY FROM TOP TO BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY. 4. ALL HIPS ARE REDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE (NOMINAL). 5. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 8 16" 0. C. UNLESS NOTED OTHERWISE. 6. MAXIMUM SPACING OF RAFTERS BRACES - RAFTERS CAN BE SPLICED OVER HOGS WITH 2 - 2 x 4 BRACES. FOR 2 x 6 HOG 6' O.C. FOR 2 x 8 HOG 7' -6" O.C. 7. DETAILS 1 -2x6 \ 1 -2x6 2x6 HOG 1 -2x8 ~-1 -2x8 2x8 HOG 16P NAILS 0 9 "o.0. VERT. 2 -2x4 BRACE 8. ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRLI3 MANUFACTURER'S DIRECTION. 9. WITH NO ROOF FRAMING PLAN - USE 2 x 8 16" RAFTERS, S.P.F.. #2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14' -0" MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN L/180, USE 2 - 2 x 6 HOGS AT RAFTER WITH 2 - 2 x 4 BRACES AT 6 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS /BEAMS OR MINIMUM OF 2 - 2 x 6 HOGS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS, ETC. ONE SIZE LARGER THAN RAFTER SIZE. ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 - 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. 6 Count tF, F v? C U COM 1 CO1D.LI A1'; to identify code v1c :.a1;ion>a, no L lr .. by the reviewer e shall ccnmtrPn <:,:3t xori L.i to violate, cancel, :_ i+_ or set aside any awlicabla cedes or ordinances. The review and permit should not be construed C e w warranty or guarantee. geviewed By As Njo Date ..4 GENERAL NOTES: 1. THESE PLANS ARE FOR ROOF FRAMING ONLY AND ARE NOT TO BE CONSIDERED AS A DESIGN FOR FOUNDATION, BEARING OR UPLIFT. • VERIFY PRIOR TO CONSTRUCTION 58' -8"± CONTRACTOR TO FIELD 4/1' 2. IT IS ASSUMED BY THE ENGINEER THAT ALL PREVIOUS CONSTRUCTION WAS PROPERLY SIZED BY A REGISTERED ENGINEER IN THE STATE OF GEORGIA FOR FOUNDATION AND UPLIFT DESIGN. 3. ALL STRUCTURAL DETAILING IN THESE DOCUMENTS ARE TO IMPROVE EXISTING ROOF DRAINAGE CONDITIONS. STRUCTURAL FRAMING MEMBERS AS SHOWN ARE FOR ROOF FRAMING, UPLIFT & HOLDOWN REQUIRMENTS. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FRAMING TO BE REMOVED AND /OR REPLACED. ANY REPLACED MATERIALS TO BE SAME SIZE OF EXISTING MATERIALS. 5. G.C. SHALL PROVIDE TEMP SUPPORTS AS REQUIRED FOR THE REMOVAL, REPLACEMENT AND NEW ROOF FRAMING AS REQUIRED. ALL NEW FRAMING TO BE INSTALLED AS PER MANUF, SPECS. CAREFUL ATTENTION SHALL BE EXERCISED WITH PROPER ANCHORING OF ALL NEW ROOF FRAMING. Z(/) 0 Cr) I 1 I U 1 C/') 103 NASSAU DRIVE 0 0 .0 0 W 1 0 1 0 0 W 0 a 0 O cn Z 0 C 0 co 0 0 W N LU 2D z w 0 Z 0 CO 2 e < (N C �ZQ� O J CJ w. 3 w w pD z >- F-- SAND CASTLE INN ROOF PLAN AND NOTES 58'-8"-± CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION (SPANS. MAY VARY) 2x10 RIDGE BOARD (NOM.) -;.. 3"x3 "x1 /4" STEEL PLATE WASHER 1/2" GRADE 2 HEX NUT & WEDGE ANCHOR, TYP. 2 -2x6 TOP PLATE — SEE SHT. S3 FOR EXT. STRUCT. SHEATHING NAILING PATTERN TRIPLE 'WTRUSS ® 24 "o.c. BY— OTHERS, TYP. TRIPLE 'W TRUSS BY— OTHERS, TYP, HURRICANE CLIP SIMPSON H10A 0 EA. RAFTER (TYP.) EXISTING BUILT —UP ROOF SYSTEM EXISTING BUILT —UP ROOF SYSTEM 1x6 CONT. FASCIA, TYP. OPEN SPACE EXISTING BUILT —UP ROOF SYSTEM 2x6 STUD FRAMING 24"o.c. (KNEE WALL) A EXISTING METAL ROOF ," / PANELS TO BE REMOVED 7 , / BY— OTHERS. / ,' o ar - -; 'GO -BOLT' ALL THREADED 1/2" ZINC PLATED — YELLOW CHORMATED ROD. INSTALL 0 4'— O "o.c. AS PER MANUF. SPECS. EXISTING PARAPET WALL & FRAMING TO REMAIN, TYP. Upper Covered Porch SEE DETAIL 3/52. SEE DETAIL 2/S2. EXISTING FLOOR FRAMING, TYP. EXISTING STUCCO EXTERIOR EXISTING ROOF FRAMING GO —BOLT 1 3/4 "x 13 ZINC PLATED CQJPLER, TYP. GO —BOLT EMBEDMENT SLEEVE W /6" EMBEDMENT. EXISTING TUBE STEEL OR POST, TYP. Lower Covered Porch Existing Motel Room P.T. 2x4 BOTTOM PLATE EXISTING CONC. SLAB EXISTING CONC. SLAB EXISTING 11"x20" STUCCO COLUMN, TYP. SECTION SCALE: 3/4 " =1' -0" BUILDING SECTION -- TRIPLE W TRUSS OPTION SCALE: 1 /4 " =1' -0" NOTE: SHADED AREAS DENOTE NEW CONSTRUCTION IN THE CONTRACT. NOTE: SHADED AREAS DENOTE NEW CONSTRUCTION IN THE CONTRACT. -- -OPEN SPACE 2x6 STUD FRAMING 0 24 "o.c. (KNEE WALL) EXISTING BUILT —UP ROOF SYSTEM EXISTING CMU BLOCK, TYP. SECTION SCALE: 3/4 " =1' -0" NOTE: SHADED AREAS DENOTE NEW CONSTRUCTION IN THE CONTRACT. GENERAL NOTES: 1. THESE PLANS ARE FOR ROOF FRAMING ONLY AND ARE NOT TO BE CONSIDERED AS A DESIGN FOR FOUNDATION, BEARING OR UPLIFT. 2. IT IS ASSUMED BY THE ENGINEER THAT ALL PREVIOUS CONSTRUCTION WAS PROPERLY SIZED BY A REGISTERED ENGINEER IN THE STATE OF GEORGIA FOR FOUNDATION AND UPLIFT DESIGN. 3. ALL STRUCTURAL DETAIUNG IN THESE DOCUMENTS ARE TO IMPROVE EXISTING ROOF DRAINAGE CONDITIONS. STRUCTURAL FRAMING MEMBERS AS SHOWN ARE FOR ROOF FRAMING, UPLIFT & HOLDOWN REQUIRMENTS. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FRAMING TO BE REMOVED AND /OR REPLACED. ANY REPLACED MATERIALS TO BE SAME SIZE OF EXISTING MATERIALS. 5. G.C. SHALL PROVIDE TEMP SUPPORTS AS REQUIRED FOR THE REMOVAL, REPLACEMENT AND NEW ROOF FRAMING AS REQUIRED. ALL NEW FRAMING TO BE INSTALLED AS PER MANUF. SPECS. CAREFUL Al ItN11ON SHALL BE EXERCISED WITH PROPER ANCHORING OF ALL NEW ROOF FRAMING. DRAWING NUMBER S of — sheets 202' -7 "± CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION REMOVE EXISTING STANDING SEAM METAL ROOF AND REPLACE WITH NEW. FRAME NEW 2x8 RAFTERS 0 24 "o.c. © FLAT ROOF, TYP. INSTALL NEW 5 -V CRIMP METAL ROOF. REMOVE EXISTING STANDING SEAM METAL ROOF AND REPLACE WITH NEW. L___i__1 � _ - ►._ i iiIiI--_ - - - — — � III IS FRAME NEW ROOF! AS REQUIRED , ■ TO TRANSITION �M NEW ROOF 1 ( , TRUSSES, TYP. EACH STAIR TOWER. FIELD VE FY. � L a NU , 5:12 ROOF _ , H PITCH ■ i_Ih 1 ■ 1 11 1 11 ■ ■ ■ ■ 5 :12 ROOF 1 PITCH -� v E- a iI 1 1 ■ REMOVE EXISTING STANDING SEAM METAL ROOF AND REPLACE WITH NEW. NOTES: 1. OVER HANG TO BE STEP OVERHANG. UNLESS NOTED OTHERWISE. ROOF CONSTRUCTION: 1. RAFTER — 2 X 8 c� 16 ". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TIES — 2 x 6 0 16" 0. C. AT ALL RIDGES. 3. ALL BRACES ARE 2 -2 x 4 NAILED WITH 16 PENNY NAILS L 9" O.C. VERTICALLY FROM TOP TO BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY. 4. ALL HIPS AND RIDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE (NOMINAL). 5. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 8 © 16" 0. C. UNLESS NOTED OTHERWISE. 6. MAXIMUM SPACING OF RAFTERS BRACES — RAFTERS CAN BE SPLICED OVER HOGS 1MTH 2 — 2 x 4 BRACES. FOR 2 x 6 HOG 6' O.C. FOR 2 x 8 HOG 7' -6" O.C. 16P NAILS 1, 7. DETAILS / 9 "o.c. VERT. 2. ALL FLASHING TO BE CONCEALED COOPER OR APPROVED EQUAL. 4. INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS. FLASH 24" MIN. VERT WHERE APPLICABLE, FIELD DETERMINE. 1 -2x6 N-1-2x8 2x6 HOG 2x8 HOG 2 -2x4 BRACE 8, ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRUSS MANUFACTURER'S DIRECTION. 9. WITH NO ROOF FRAMING PLAN — USE 2 x 8 c 16" RAFTERS, S.P.F.. #2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14' —O" MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN L/180. USE 2 — 2 x 6 HOGS AT RAFTER WITH 2 — 2 x 4 BRACES AT 6 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS /BEAMS OR MINIMUM OF 2 — 2 x 6 HOGS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS, ETC. ONE SIZE LARGER THAN RAFTER SIZE. ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 — 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. GENERAL NOTES: 1. THESE PLANS ARE FOR ROOF FRAMING ONLY AND ARE NOT TO BE CONSIDERED AS A DESIGN FOR FOUNDATION, BEARING OR UPLIFT. 2. IT IS ASSUMED BY THE ENGINEER THAT ALL PREVIOUS CONSTRUCTION WAS PROPERLY SIZED BY A REGISTERED ENGINEER IN THE STATE OF GEORGIA FOR FOUNDATION AND UPLIFT DESIGN. 3. ALL STRUCTURAL DETAILING IN THESE DOCUMENTS ARE TO IMPROVE EXISTING ROOF DRAINAGE CONDITIONS. STRUCTURAL FRAMING MEMBERS AS SHOWN ARE FOR ROOF FRAMING, UPLIFT & HOLDOWN REQUIRMENTS. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FRAMING TO BE REMOVED AND /OR REPLACED. ANY REPLACED MATERIALS TO BE SAME SIZE OF EXISTING MATERIALS. 5. G.C. SHALL PROVIDE TEMP SUPPORTS AS REQUIRED FOR THE REMOVAL, REPLACEMENT AND NEW ROOF FRAMING AS REQUIRED. ALL NEW FRAMING TO BE INSTALLED AS PER MANUF. SPECS. CAREFUL ATTENTION SHALL BE EXERCISED WITH PROPER ANCHORING OF ALL NEW ROOF FRAMING. II 0L` o 1 1 1 , , min ill■ II AN111111111111111111111 11111t1 1f _ __-_ _ ____ - -- -- - --- -- --- -- - - H 11 1111111111/ ___Mill Mr______ --- hl.4,-. .1 L___i__1 � _ - ►._ i iiIiI--_ - - - — — � III IS FRAME NEW ROOF! AS REQUIRED , ■ TO TRANSITION �M NEW ROOF 1 ( , TRUSSES, TYP. EACH STAIR TOWER. FIELD VE FY. � L a NU , 5:12 ROOF _ , H PITCH ■ i_Ih 1 ■ 1 11 1 11 ■ ■ ■ ■ 5 :12 ROOF 1 PITCH -� v E- a iI 1 1 ■ REMOVE EXISTING STANDING SEAM METAL ROOF AND REPLACE WITH NEW. NOTES: 1. OVER HANG TO BE STEP OVERHANG. UNLESS NOTED OTHERWISE. ROOF CONSTRUCTION: 1. RAFTER — 2 X 8 c� 16 ". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TIES — 2 x 6 0 16" 0. C. AT ALL RIDGES. 3. ALL BRACES ARE 2 -2 x 4 NAILED WITH 16 PENNY NAILS L 9" O.C. VERTICALLY FROM TOP TO BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY. 4. ALL HIPS AND RIDGES ARE A MINIMUM OF ONE SIZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE (NOMINAL). 5. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 8 © 16" 0. C. UNLESS NOTED OTHERWISE. 6. MAXIMUM SPACING OF RAFTERS BRACES — RAFTERS CAN BE SPLICED OVER HOGS 1MTH 2 — 2 x 4 BRACES. FOR 2 x 6 HOG 6' O.C. FOR 2 x 8 HOG 7' -6" O.C. 16P NAILS 1, 7. DETAILS / 9 "o.c. VERT. 2. ALL FLASHING TO BE CONCEALED COOPER OR APPROVED EQUAL. 4. INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS. FLASH 24" MIN. VERT WHERE APPLICABLE, FIELD DETERMINE. 1 -2x6 N-1-2x8 2x6 HOG 2x8 HOG 2 -2x4 BRACE 8, ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRUSS MANUFACTURER'S DIRECTION. 9. WITH NO ROOF FRAMING PLAN — USE 2 x 8 c 16" RAFTERS, S.P.F.. #2 UNLESS SHOWN OTHERWISE. MAXIMUM ALLOWABLE SPAN 14' —O" MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN L/180. USE 2 — 2 x 6 HOGS AT RAFTER WITH 2 — 2 x 4 BRACES AT 6 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS /BEAMS OR MINIMUM OF 2 — 2 x 6 HOGS ON CEILING. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS, ETC. ONE SIZE LARGER THAN RAFTER SIZE. ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 — 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. GENERAL NOTES: 1. THESE PLANS ARE FOR ROOF FRAMING ONLY AND ARE NOT TO BE CONSIDERED AS A DESIGN FOR FOUNDATION, BEARING OR UPLIFT. 2. IT IS ASSUMED BY THE ENGINEER THAT ALL PREVIOUS CONSTRUCTION WAS PROPERLY SIZED BY A REGISTERED ENGINEER IN THE STATE OF GEORGIA FOR FOUNDATION AND UPLIFT DESIGN. 3. ALL STRUCTURAL DETAILING IN THESE DOCUMENTS ARE TO IMPROVE EXISTING ROOF DRAINAGE CONDITIONS. STRUCTURAL FRAMING MEMBERS AS SHOWN ARE FOR ROOF FRAMING, UPLIFT & HOLDOWN REQUIRMENTS. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FRAMING TO BE REMOVED AND /OR REPLACED. ANY REPLACED MATERIALS TO BE SAME SIZE OF EXISTING MATERIALS. 5. G.C. SHALL PROVIDE TEMP SUPPORTS AS REQUIRED FOR THE REMOVAL, REPLACEMENT AND NEW ROOF FRAMING AS REQUIRED. ALL NEW FRAMING TO BE INSTALLED AS PER MANUF. SPECS. CAREFUL ATTENTION SHALL BE EXERCISED WITH PROPER ANCHORING OF ALL NEW ROOF FRAMING. Co I N 5 —V CRIMP MTL. ROOF OVER 30 LB. FELT ON 15/32" OSB PLYWOOD, TYP. 12 HURRICANE CLIP SIMPSON H10 OR (2)H2.5A CO EA. RAFTER (i TN.) 2 -2x6 TOP PLATE, TYP. TRIPLE 'W' BY— OTHERS, 3 "x3 "x1 /4" STEEL PLATE WASHER 1/2" GRADE 2 HEX NUT & WEDGE ANCHOR, TYPI. 'GO —BOLT' ALL THREAD D 1/2" ZINC PLATED — YELLO CHORMATED ROD. INSTALL © 4'- 0 "olc. MAX. AS PER MANUF. SPECS, SEt DETAILS. ON SHEET S3 TYP. EXT. STRUCT. SHEATHING, SEE NAILING D 24 "o.c. PATTERN ON SHT. S3 FOR DETAILS. I ° , / 2x6 STUCI FRAMING ° °° / 24 "o.c.I (KNEE WALL) °/ ° / / -- - -OPENI SPACE --i-- //' /' / ° / ° / EXISTING BUILT —UP ROpF SYSTEM I EXISTING METAL ROOF PANELS TO BEf REMOVED 7 // BY— OTHERS. ® °° /// °sr — —i COPPER EAVE DRIP, TYP. 1x6 CONT. FASCIA, TYP. EXISTING PARAPET WALL & FRAMING TO REMAIN, TYP. EXISTING STUCCO EXTERIOR EXISTING RbOF FRAMING YV I fl SEE DETAIL SECTION SCALE: 3/4 " =1' -0" P.T. 2x6 J BOTTOM PLATE GO —BOLT EMBEDMENT SLEEVE W /6" EMBEDMENT. EXISTING TUBE STEEL OR POST, TYP. EXISTING ROOF DRAIN, TYP. NOTE: SHADED AREAS DENOTE NEW CONSTRUCTION IN THE CONTRACT. EXISTING 11"x20" STUCCO COLUMN, TYP. TRIPLE 'W' TRUSS BY— OTHERS, TYP. -- -OPEN SPACE 2x6 STUD FRAMING C� 24 "o.c. (KNEE WALL) EXISTING BUILT —UP ROOF SYSTEM SECTION SCALE: 3/4 " =1' -0" EXISTING CMU BLOCK, TYP. NOTE: SHADED AREAS DENOTE NEW CONSTRUCTION IN THE CONTRACT. 5" OGEE RAIN GU I 'ORS, (OPTIONAL) INSTALL DOWNSPOUTS AS REQUIRED. 58' -8 "± CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION (SPANS MAY VARY) 2x10 RIDGE BOARD (NOM.) EXISTING BUILT —UP ROOF SYSTEM EXISTING BUILT —UP ROOF SYSTEM Upper Covered Porch Existing Motel Room SEE DETAIL 3/S2. SEE DETAIL 2/S2. EXISTING FLOOR FRAMING, TYP. Lower Covered Parch ExlstIng Motel Room EXISTING CONC. SLAB EXISTING CONC. SLAB BUILDING SECTION - TRIPLE W' TRUSS OPTION SCALE: 1/4"=1'-0" NOTE: SHADED AREAS DENOTE NEW CONSTRUCTION IN THE CONTRACT. NAILS AT 6' SPACING AT EACH END OF EXTERIOR SHEATHING AT PANEL SPLICE • • • • • • • • • • • • • • • NAILS AT 6" SPACING AT EDGE (TYP) E" EXTERIOR SHEATHING NAILS AT 12" • SPACING AT EA. e RAFTER, (TYP) • • a • • • NOTES: ROOF SHEATHING SHALL BE FASTENED TO ROOF FRAMING USING 8d GALVANIZED COMMON, OR 8d/10d RING SHANK NAILS. TYPICAL ROOF SHEATHING NAILING PATTERN A SCALE: 3/4 " =1' -0" GENERAL NOTES; 1. THESE PLANS ARE FOR ROOF FRAMING ONLY AND ARE NOT TO BE CONSIDERED AS A DESIGN FOR FOUNDATION, BEARING OR UPLIFT. 2. IT IS ASSUMED BY THE ENGINEER THAT ALL PREVIOUS CONSTRUCTION WAS PROPERLY SIZED BY A REGISTERED ENGINEER IN THE STATE OF GEORGIA FOR FOUNDATION AND UPLIFT DESIGN. 3. ALL STRUCTURAL DETAILING IN THESE DOCUMENTS ARE TO IMPROVE EXISTING ROOF DRAINAGE CONDITIONS. STRUCTURAL FRAMING MEMBERS AS SHOWN ARE FOR ROOF FRAMING, UPLIFT & HOLDOWN REQUIRMENTS. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FRAMING TO BE REMOVED AND /OR REPLACED. ANY REPLACED MATERIALS TO BE SAME SIZE OF EXISTING MATERIALS. 5. G.C. SHALL PROVIDE TEMP SUPPORTS AS REQUIRED FOR THE REMOVAL, REPLACEMENT AND NEW ROOF FRAMING AS REQUIRED. ALL NEW FRAMING TO BE INSTALLED AS PER MANUF. SPECS. CAREFUL ATTENTION SHALL BE EXERCISED WITH PROPER ANCHORING OF ALL NEW ROOF FRAMING. 202' -7 "± CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION I I II I I II 'GO —BOLT' HOLDDOWN SYSTEM © EXISTING CMU BLOCK WALL SEE DETAIL THIS SHEET. I I II I1 II II 'GO —BOLT' HOLDDOWN SYSTEM CD EXISTING FRAMED HEADER, SEE DETAIL THIS SHEET. * s -E —s— ml- —.—+f— --CAI — --so- — --I� l— — -i *-- — sus— —I —s —J* —s -1E- — s-4}-- —rte — —,�- — —IMF- —N — -t IF -e-4 - N - -r .- - *IQ- --i -0 — -a II- —411-41,1- —NI — -� E- — --1-,� — I- -* -I�- -* Ai — -S E- — Al -r- s-� s — - /�-� - 61�-0- -E -y— E- -11-44-0- -E -s- E- — 9- -i0—s— -E —e— —o-- \ / ,I ` I It u- I A REMOVE EXISTING STANDING SEAM METAL ROOF AND REPLACE WITH NEW. Anchora(3e Layout SCALE: 1/8"=1'-0" NOTES: 1. INSTALLATION OF 'GO —BOLT' HOLDDOWN SYSTEM LOCATION AS INDICATED ' * '. 2. INSTALLATION OF INTERMEDIATE 'GO —BOLT' HOLDDOWN SYSTEM LOCATION AS INDICATED ' s '. 4. ALL SPACING AS SHOWN ARE MAX. ON— CENTER SPACING. FIELD VERIFY LOCATIONS AND ADJUST IF REQUIRED. HURRICANE CLIP SIMPSON H10 OR (2)H2.5 © EA. RAFTER (TYP.) 2 -2x6 TOP PLATE, TYP. 3 "x3 "x1 /4" STEEL PLATE WASHER 1/2" GRADE 2 HEX NUT Sc WEDGE ANCHOR, TYP. 3 "x3 "x1 /4" STEEL PLATE WASHER 1/2" GRADE 2 HEX NUT & WEDGE ANCHOR, TYP. 'GO —BOLT' ALL THREADED 1/2" ZINC PLATED — YELLOW CHORMATED ROD. INSTALL © 4'— O "o.c. MAX. AS PER MANUF. SPECS, SEE DETAILS. ON SHEET S3 TYP. 5/8 "'x6" L 2x6 STUD FRAMING 0 24 "o.c. (KNEE WALL) 'GO —BOLT' ALL THREADED 1/2" ZINC PLATED — YELLOW CHORMATED ROD. INSTALL AS PER MANUF. SPECS. EXISTING BUILT —UP ROOF SYSTEM EXISTING ROOF FRA v 1 VI COUNTirRSINK 3 "x3 "x1 /4" STEEL PLATE WASHER 1/2" GRADE 2 HEX NUT & WEDGE ANCHOR ® EA. 'GO— BOLT', TYP. GO BOLT COUPLER, TYP. EXISTING ROOF SYSTEM P.T. 2x6 BOTTOM PLATE 2x6 BOT. PLATE, TYP. EXISTING WALL FRAMING, TYP. 'GO —BOLT' ALL THREADED 1/2" ZINC PLATED — YELLOW CHORMATED ROD 6" EMBEDMENT, INSTALL AS PER MANUF. SPECS. EXISTING 8" CMU WALL SECTION SCALE: 3/4 " =1' -0" SECTION SCALE: 3/4 " =1' -0" GENERAL NOTES: 1. THESE PLANS ARE FOR ROOF FRAMING ONLY AND ARE NOT TO BE CONSIDERED AS A DESIGN FOR FOUNDATION, BEARING OR UPLIFT. 2. IT IS ASSUMED BY THE ENGINEER THAT ALL PREVIOUS CONSTRUCTION WAS PROPERLY SIZED BY A REGISTERED ENGINEER IN THE STATE OF GEORGIA FOR FOUNDATION AND UPLIFT DESIGN. 3. ALL STRUCTURAL DETAILING IN THESE DOCUMENTS ARE TO IMPROVE EXISTING ROOF DRAINAGE CONDITIONS. STRUCTURAL FRAMING MEMBERS AS SHOWN ARE FOR ROOF FRAMING, UPLIFT & HOLDOWN REQUIRMENTS. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FRAMING TO BE REMOVED AND /OR REPLACED. ANY REPLACED MATERIALS TO BE SAME SIZE OF EXISTING MATERIALS. 5. G.C. SHALL PROVIDE TEMP SUPPORTS AS REQUIRED FOR THE REMOVAL, REPLACEMENT AND NEW ROOF FRAMING AS REQUIRED. ALL NEW FRAMING TO BE INSTALLED AS PER MANUF. SPECS. CAREFUL ATTENTION SHALL BE EXERCISED WITH PROPER ANCHORING OF ALL NEW ROOF FRAMING. DRAWING NUMBER of — sheets