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1393 BEACH AVE - COVERED PORCH DRAWINGS e y j .� A 1<ar Ct i[s , guy. "tra€ztu momemmmm COPYRIGHT Ce 2013, STARR SANFORD' DESIGN ASSOCIATES, INC,. ALL RIGHTS' RESERVED. THE DESIGN! CONCEPTS, DRAWINGS, AND WRITTEN MATERIAL AND SPECIFICATIONS OF THIS DOCUMENT ARE THE PROPERTY OF STARR SANFORD DESIGN` ASSOCIATES, INC. NO PART OF THESE DOCUMENTS SHALL BE COPIED, DISCLOSED j TO OTHERS, OR REPRODUCED IN PART j OR WHOLE IN ANY FORM WITHOUT THE WRITTEN CONSENT OF STARR SANFORD: DESIGN ASSOCIATES, INC. DO: NOT SCALE DRAWINGS USE GIVEN DIMENSIONS ONLY, IF NOT SHOWN, 'VERIFY THE CORRECT DIMENSIONS WITH STARR SANFORD DESIGN DRIF-CAP TRANSITION ASSOCIATES, INC. CONTRACTOR SHALL BETWEEN EXIST. 4 NEW CHECK AND VERIFY ALL DIMENSIONS AND ROOF CONDITIONS OF THE JOB SITE. NEW EXFOSED RAFTER CONSULTANTS: TAILS ----- \\- - 12 GL NEW MTL.ROOF NEIN MTL. ROOF, MATCH � ' i j I II i � NEW IXb T66 EI i EXI5TING 3, NEW 2X8 WOOD RAFTERS® 24"O.G. -NEW 8X10 WOOD BEAM — NEW 8X I O WOOD BEAM NEW 8X8 WOOD COLUMNS NEW 8X8 WOOD COLUMNS 2 NEW WOOD RAILING NEW WOOD RAILING 11 H k 11 1 k h 1 H 7n -------------- G�7 5 -3- 5 -3- ll IL EG2. 4 EQ. EQ. v 4 EQ. U T � � 4� REPLACE EXIST. BASE CY'J • WITH NEW BRICK BASE 4-j NEW BRICK BASE 9 ij i i f r� r� CD CN CV c co FROFOSEDELEVATIONSEC.-TIONo N��0�05 � cn cu SCALE: %11 SCALE V411 _ 1I-011 W � li ca c..� o .a? '� W Cu � SHEET �h 0 N I`I Q t11 ZZ z�WQ p T L A N To cE A �iW4 J ��gw000 wxJp oZ N pZQJ 17 LS z Fw0 QV0 mZJw Li 0 �U©ZpC?cn rx- 3Z Win-03 03 o �IDJ`E �CZO a O wL4 >- fl Z n aanQwJW r flV) �a wS1'22 ZQ¢ F=04 d r �J g ¢ p w Lr �� 111 0 E f`L Z, S05°18'34"E 49.98 3304' _' -- — m Q X 0 x > c� a I<- Q W a=N (!3Jzz y7 ? C] Uj_ Z¢U-W '.` FLOOD ZONE "VE'{Et 15) 3 w Z 0 OQ ul wLY O H Z J N 0 l-- �____" __"" 7- J cr Q m to In Cif Q La.J q t,_Z w �,,..- -- FLOOD ZONE "A0'" {DEPTH 2') 00 �of _< ? z Z c� a6 Ln 0 cul O m w pZ EAST LINE OF BLOCK 52 AS PER PLAT __ Q LnmLn Q _ ''rte. �JYwW �Q —X.. CU, zJQrJ-F Z0:0 zn0Q, � N oO a w Q a i 505'20 4g"E 50.04 NAIL TC" Q- to Ln q TRAVERSE LINE 0�LY CONCRETE ~3 ~ O Q C m 0 Q J ,o BULKHEAD Q mWm-a x Ix ,Y� O UOrx-=oiv1J !.t_ `Q`'a'�owEQ o z mr - O FdF Na Q Q Z w un 4.�'Z W l F'LD06 ZONE "AO" (DEPTH 2') LTi W J-C y m Q m <O 0 u„rj x> ....--- } -----4-- L7-_`.._. FLOOD ZONE "X" a W a Q W q�Nm = ua 7 QJ� Q w Q XWO.- WO 8 L (� J N S.J�J 1-2Sn Uw-0 Q p wOQ� pLrm a o JUl ZJ w ! rso ,X U,< Lq rny�"1 M- >: � v I- CI-- r� { �CL'1' o La � OiJ7�nO v:. o W4 tj z q 47� ¢mr ztnUOOZQ ! ©dzW mao: 9 Twrn La Q}J J�Z)Z N a:« flLCq �N� CY zQpCmQ U 7.r - C3 ZNq Ca nwh w OW 1- > U n/ qL7 N� OD J _z vl woz En N a- 0 6L. d _ �_...." N Cx c' ..I x�' Q N'-�U 1r- " O_z`-' ry��C�3 I a o 7 w O a z .Q tJl'i p c z� fi 0 4 a. i5' T TCO6R .�%y p 4Pi5+G{ ! O W 0 z w 3 H W O 2l Z �Zv �A OOpOQmwO zL zr03 50.0 t - Dr2-0 zzi�t � ce� / m O V) 1x :x uYy Z _ m Z F 8 F C11 N 6. QOp4Q z�0 ¢ >- W:< =Wp > M �N O 3 wM. �G a: Li c, ZUa10 tvoa i inO O !'7 dai IX.! zWWU +✓1 in �� w yZ wi `s �w O� �Q6��w �_pWZ�J' r 4��oty N +wo p� T R 1 w w w v_i _ cw3 1 w ¢ .- a w a'a 0OWW 4 Z,Vm Z OSm 4 _C ZN� ❑ e1+� Oy. LLW<zO ¢0w�' a_m y' zwv/z '_' zz Vl QSm til } �' tJc i i Ln<zz>- ¢0 0�¢� t z ¢'nom t3 d /T'—HOZ. = t '31t'OS X9.7. I z �.y-U Z w z ,�g a w o ni w O g.9.3 l O-3 x o ¢ O U Z w w0 f j a�Q�t- m�1..� z Qi aaw L � If v CK -j ti cnw`ztltN., N Z!- fl.� z x WNONm 0 S� WWN �inQ� 2 i- mh Uh Z. C? rc i y 1 CO,,�TE k TILE BORDO } f-0 d zQ "'--73 H 14.8 j 31.5 br I Z {{� Uat 0'6 12�.6• �` o L N04'ST_t4'Y2 v. t4.6' �C N04-54'47"A'76655. -T S, .._--- INE T N04-554'47"W_Z2958 5045447"E 50.+6' COASTAL CONSTRUCTION CONTROL L N04°12'24"W 50.18'5 Z � I p U ¢ a� a 4 z iI V SUE N� o A � ✓ J 40 RIGHT OF 14A- PAVED ¢a U- >?Q ~ I J 3: 3 5 GENERAL NOTES LOAD TABLE m 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND ROOF: EXISTING BUILDING EDITION,ACI,NDS,APA AND ASCE7-10. LIVE LO D: 20.0 PSF DEAD LOAD: 7.0 PSF 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE s w WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER CEILING: g THE WORK. LIVE LOAD: 10.0 PSF LIVE LOAD-STORAGE: 30.0 PSF 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE DEAD LOAD: 5.0 PSF PRIOR TO COMMENCING CONSTRUCTION. rc w FLOOR: SEE ARCHITECT=LOCATION. a o 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE LIVE LO : 40.0 PSF PROPOSED ROO F $ W TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN DEAD LOAD: 10.0 PS � CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. DECK L LOAD: 50.0 PSF 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS WIND LOADS: 2X10 LEDGER FASTENED TO OR A REPORT OF DESIGN, THE OWNER SHALL PROVIDE TO THE CONTRACTWINDS EED: 30 MPH i IEXISTING STUDS WITH(3)SDS25412 � THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID EXPOSURE: D w a r SCREWS. REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS IMPORTANCE: 1:0 z SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS BUILDING CATEGORY: II RAFTER TO LEDGER METAL ROOFING BY OTHERS. PERFORMED ASSUMING 2000PSF SOIL CAPACITY. ENCLOSED BUILDING ( ? WITH A35. INTI RIDER PRESSURE g 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES CO FFICIENT: 0.18 ROOF ITCH: MATCH EXISTING , 1X6 T&G DECKING.FASTEN TO RAFTERS WITH SHOWN ON THESE PLANS,THE SCOPE OF WORK SPECIFICALLY EXCLUDES (2)#8X2^WOOD SCREWS. ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. COMPONENT AND CLADDING 1 2X8 RAFTERS AT 24"O.C. f- M 04 W W 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. DESIGN PRESSURES U M VERIFY ALL EXISTINGINEW ELEVATIONS AND TYPE OF CONSTRUCTION OF s Z Z J THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE { ~ w W LL BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES ANDlOR WALLS EXISTING WALL FRAMING THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS I , RAFTER TO BEAM WITH(2)H2.5A Q V DISCREPANCIESINTERIOR ZONES, AND/OR ACTUAL FIELD CONDITIONS.THE CONTRACTOR SHALL PROVIDE ALL EF ECTIVE END ZONES,PSF PSF TEMPORARY BRACING/SHORING,TEMPORARY SUPPORTS AND OTHER SUCH AF EA,SF 8X10 SYP TIMBER BEAM.FASTEN TO COLUMN ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE WITH C SDS2.5 AT AT MIDDLE COLUMNS, Z Z Q m AND ANY PERSONNEL DURING CONSTRUCTION.THE DESIGN ADEQUACY AND 0-1 Q 30.2 40.4 30.2 -32.8 I ECCQ88SDS2.5 AT CORNER COLUMNS. 0 O m U SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE F- � CONTRACTOR. 0-20 28.9 -37.9 28.9 -31.5 3 ma °' a 8X8 PT NO.2 SYP COLUMN O W r J FRAMING NOTES � a5c1 27.1 -34.0 27.1 -2s.9 ; U Q 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 t 0 FLORIDA BUILDING CODE,RESIDENTIAL EDITION AND THE NATIONAL DESIGN 100 25.6 -32.2 25.6 -28.4 U SPECIFICATION FOR WOOD CONSTRUCTION. m 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON 1)0-200 24.6 -28.9 24.6 -27.1 THIS SHEET. END ZONE,a=3.6' a 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER ROC F o CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD if EQUAL EFFECTIVE ZONE 13ZONE1, ZONE2, ZONE 3, - , , , CAPACITIES ARE NOT APPARENT. FASTEN COLUMN TO EXISTING BEAM WITH Z AREA,SF POS NEG NEG NEG CCQ88SDS2.5 AT MIDDLE COLUMNS, O 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE,MASONRY OR SOIL SHALL BE """- ECCQ88SDS2.5 AT CORNER COLUMNS. _ -- - PRESSURE TREATED. 0-10 17.4 -27.6 -48.1 -71'2 u 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE 10-20 16.1 -27.0 -44.3 -66.0 TREATED. EXISTING DECK BEAMS,JOISTS AND COLUMN Q 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 20-50 13. .6 -39.2 -60.9 { I BELOW.CONTRACTOR TO VERIFY THAT THE 6 -25 j EXISTING DECK BEAM IS CONNECTED TO THE U- i POST AND THE POST IS CONNECTED TO THE Q 7. DIMENSION LUMBER 50-100 12.3 -25.1 -35.3 -55.8 I I FOUNDATION. O 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR FULLY ON POSTS. OVERHANG 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL I ii BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER EFFECTIVE U APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL AREA,SF ZONE 2 ZONE 3 BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE Q DETAILS. 0-10 -56.3 -99.3 a- 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 10-20 -56.3 -89.1 8d=0.131"x 2-1/2" 20-50 -56.3 -76.3 ORCH SECTION w 10d=0.148"x 3" 112"=V-0" w 12d=0.148"x 3-114" 50-100 -56.3 -68.6 C?. 16d=0.162"x3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS,SEE FOOTING DETAILS ON THE ly, f►y� `(WAYNF �' V Ue FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. Q • LL `f���1EQfo 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED ��Y ® h� Sw�Ofk p�D®1 44.11ONS`� Q OTHERWISE. t �v�¢-p� ® )C� Digitally offGartGartner, Gartner = .5 2 (C1 O �,,..., ��� t1t` yspf` 4 Geoff o=Alexander Grace Consulting, ;* tot 7 V°`✓� •Q' � /�{t,['aF•"��j i7 .°�L R^ Inc.,ou=AGC,Inc., .. /y a> Q`7 / �6 Sheet No. ®1►'I� email=geoff@alexandergraceinc con- GartnerDate:2016.02.25 17:39:51-05'00' P► j'�l .... .. � S 1 .01 T- 'bfy F[REYsGAR it u�a61� ,.�►� � �,�! Int!�` F •O� 02-2-116 OF 1 i GENERAL NOTES LOAD TABLE COMPONENT AND CLADDING I. CODES USED: 2014 FLORIDA BU#LDING CODE, RESIDENTI L EDITION AND EXISTING BUILDING EDITION, ACI, m � NOS,APAANDASCE7-10. ROOF: DESIGN PRESSURES 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND LIVE LOAD: 20.0 PSF AUTHORITIES HAVING JURISDICTION OVER THE WORK. DEAD LOAD: 7.0 PSF EFFECTIVE END ZONES, PSF INTERIOR ZONES, s j 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CEILING: AREA,SF PSF CONSTRUCTION. LIVE LOAD: 10.0 PSF $ v o LIVE LOAD-STORAGE: 30.0 PSF 0-20 24.4 -32.0 24.4 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DEAD LOAD: 5.0 PSF -26.6 DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UN ESS NOTED OTHERWISE ON THE PLANS. FLOOR: 20-50 22.9 -28.8 22.9 -25.3 LIVE LOAD: 40.0 PSF 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL10.0 PSF PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED DECK LIVE LOAD;DEAD LOAD: 50.0 PSF 50-100 21.6 -27,2 21.6 -24 0 - IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS.DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2000PSF SOIL CAPACITY. WIND LOADS: 100-200 20.8 -24,4 20.8 -22.9 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE HANGES SHOWN ON THESE PLANS,THE SCOPE WIND SPEED: 130 MPH 0 EXPOSURE; C O OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, 1.0 PLUMBING OR ELECTRICAL WORK. IMPORTANCE: U BUILDING CATEGORY: If U M 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ENCLOSED BUILDING: Z w � M ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STIR CTURES,AND NOTIFY ENGINEER IMMEDIATELY INTERIOR PRESSURE p w LL BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT CQEFFICIENT: 0,18 � U EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/ORA TUAL FIELD CONDITIONS. THE CONTRACTOR ROOF PITCH: MATCH EXISTING 4 m SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMP RARY SUPPORTS AND OTHER SUCH ITEMS OR z Z m U OTHER MEASURES NECESSARY TO PROTECT THE TRUCTURE AND ANY PERSONNEL DURING ® M co 5 CONSTRUCTION.THE DESIGN ADEQUACY AND SAFETY OFA OVE ITEMS ARE THE SOLE RESPONSIBILITY OF SEE ARCHITECTURAL m a THE CONTRACTOR. d PLANS FOR PROPOSED O LIJ FRAMING NOTES s ROOF LOCATION. co OO � � m I. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BlkSED ON THE 2014 FLORIDA BUILDING CODE, 2X10 LEDGER FASTENED RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. TO EXISTING STUDS WITH i � � (3)SD825412 SCREWS. � 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND 1N THE LOAD TABLE ON THIS SHEET. METAL ROOFING BY OTHERS. 1X6 T&G DECKING.FASTEN TO RAFTERS WITH 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE #8X2"WOOD SCREWS. u � PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL 2X CAPACITIES ARE NOT APPARENT. 2X8 RAFTERS AT 24"O.C. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE,MASONRY OR SOIL SHALL BE PRESSURE TREATED. j U- ig 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRES URE TREATED. RAFTER TO BEAM WITH H2.5A 0 Z 8X10 SYP TIMBER BEAM.FASTEN TO COLUMN O 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GA VANIZED. I EXISTING WALL FRAMING WITH PC8SS AT MIDDLE COLUMNS,EPC88S AT V 0 7. DIMENSION LUMBER fy. Q j INTERIOR COLUMNS. Q 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINi L DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR FULLY ON POSTS. H2.5A D- 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING IV EMBERS SHALL BE FRAMED WITH SIMPSON I w STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL F THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DI METER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS,UNLESS OTHERWISE NO rED. NAIL SIZES ARE DEFINED BELOW: ) 8d=0.131"x 231!2" 8X10 SYP TIMBER BEAM.FASTEN TO COLUMN 10d=0.148"x 3" 12d=0.148"x 3-1/4" WITH PCBSS AT MIDDLE COLUMNS,EPC8SS AT � INTERIOR COLUMNS. 16d=0.162"x 3-1/2" - 3333 LL 9. WHERE FRAMING DETAILS SHOW FOOTINGS,SEE FOOTING DE AILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. EXISTING DECK BEAMS,JOISTS AND COLUMN ° 4 -® • `. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. BELOW.i �i _ PORCH SECTION 1/2 KIP 1 OF 1 I