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(5 m > 4�1 M > > M m C) > n ;;a n --4n imm Mo m z -n M > C/) x -n M m ,00 (/) ., n > m 0 > m m 0 M > b M CD to o n - > 0% CID 0 01� Z-0 /Q1VA )\VV4 S30WJV3ddV CINV SIVNHWIlill ivn-wv *3�jnIVN N1 ivnid3ONOO 38V SDN183GN3�J TV :310N APPROVED PLAN AS PERMITTED BY BUREAU OF BEACHES S AND COASTAL SYSTEM _j ....... ......... FLORIDA DEPT OF ................ X" . a �o C) c"I 00 ENVIRONMENTAL PROTECTIO14 n -0 00 < (y) CD aj 0 APPROVED CONSTRUCTION AND ANY U CD N OTHER AUMOI]Zlt— CD Lu < Lu ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF T—�M -, F.- 'o CD CCCL PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRI,� < ::D Q:� C) . ... .... ATLANTIC OCEAN . .. ..... -IOWN ON THE APPROVI LIMITED TO THOSE BOTH SI AM < U < v) 0 c), ............................ . ........ .. ......... ...... x THE PROJECT DESCRIPTION, THIS P AND LISTED IN .... ....... Lu < U X .......... I _j LLJ U 161, F.S., AND OTM f, PE V) LINE OF TEMPO V) LU LL Lu Lu EXISTING DRAINAGE PATTERNS WILL NOT CHANGE LLJ U u < C) �57 Lu z u V) LU . . .... RE�VIEWED . .. ..... K:.X: :i ii;, 0 X PERMITN(. V) < f YQ C) co r 'COND FLOOR OVER EXISTING FIRST LOOR NEW SEC NEW S:, FLOORAYVERIEN35 f TIN ,jR RS .JR DIFI EXISTING::,STAI JR U-i xx < F,- LIJ > .......... C) V) Z EXI� G DE LU FLOOR. TO .BE SLIGHTLY ALTERED. NM ZU0 rLOdT*DECK 0 < C) .............. CK 0................... 777777 ....... ....... . .......... .......... D, 7 ....... . ...... .......... 0 ON LL LLJ IL 15 ............ ---------------- ........... CL TO E M T/INED EXI ALKS B . ........ . . ..... ......... ..................... L VA LL- 7 ................. .......... 77� < EXISTING RETAINING VALLS .. ........ ------ uj ED .......... z LI 0 V) ............... < ............................. .............. ...... .... ... . . . . . ...... .... 6 42 n > ........... ... ........ rT- .......... ................................................... ........................... 6 m ---Li -------------------------------- wALKS..TQBE MA IMPROVED T------ AT BASE OF STAIR WALK TO EXISTING ...... ..... .......... EXISTING GARAGE TO RE ... . .......... .......... --------------- :D L= cq .. ........... ......... 0 > <......................... C L Nil— ................ ............... ............ .............. ........... .................... .... .... .. AL OILS_:_ V a JED DURING 'OND ON. K, H Ct:ESTIMATED AT ............................ 'A 'D TO' ONE C PIC A P r\ POSED SITE PLAN . . ... ...... SPREAD BEN EATH'EXISTING.. UTED ACROSS LOWER LAWN.::�� ..... OR DISTRIB ..... ..... 60 142'- f—-—-—-—-—-—- —-—-—- L TO TEMPORARY 60 S RUCtN FENCE -— -—-—-—-—-—-—-— -—- —-—-—-- 127'-q" 01 -—-—-— -—-—-—-— - -—-—-—-—- AS R(y FROM CCCL TO WESTERNMOST FACE OF EXISTING AND PROPOSED WOOD DECK AN 122' -—-—-—-—-—-—- 5'c)3' 7 5� 7 6 f—— ———————— —— —————— ————————————— ————— N 0 0'5 6'14"E 5 1 41' FRO'M�CCCL TO EASTERNMOST FACE OF EXISTING AND 51'-8* ALL SOIL DISPLACED DURING FOOTING EXCAVATIONS AN RE IBUTED ACROSS GRADE BEACH AVENUE EITHER WITHIN THE EXISTING OTPRINT OF OFF-GRADE HOUSE PA'I-ED r'�ALJC ROAU 3c OR AT THE BASE OF THE AT THE EAST SIDE. 2 RICHT TOTAL EXCAVATIONS ESTIMATE AT 1 CUBIC YARD. 471-8m -—-—- —-—- —-—-—-——-— FROM CCCL TO WESTERNMOST FACE OF PROPOSED ENCLOSED CANTLEVERED STRUCTURE C C L EXISTING RErAINING WALLS AND GRADING WILL N 4� E QT—C7 GRADE AT, HOUSE =+21.30' NAVD ECEV TOP OF FOOTING=t19." NAvu +22 NAVD v EPAIRED OR NEW +18.0' NAVD 07 2013 DIMENSIONS AND ELEVATIONS ARE BOTTOM OF NAVD oF WI\TER APPROXIMATE GIVEN VARYING OR NEW DIVIbiON GEMENT EXISTING FELD CONDITIONS. MANA 60' EXISTING SURVEY D.E.P. NOTES: TOP OFNEW FOOTIN.G=+18..14' —NAVD TOP OF,EXISTING FOOTING=+17.64' NAVD INTERNAL To PLAN TO RAL POSTS HELICAL PIERS AT 3 LOCATIONS SUPPORT NEW STRUCTU B01TOM OF,EXISTING FOOTING=+18.64' NAVD Top TOP OF NEW HELICAL PIER=+22' NAVO BOTTOM OF NEW FOOTING=+16.14' NAVD NOTE 1 : DEP CERTIFICATION: THESE DESIGN DRAWINGS ARE IN OF HELICAL PIER=+17.64' NAVD y 4' 81 16 ION PR POSED SITE SECTION ESTIMATED BOTTOM OFINEW HELICAL PIER=-5' NAVD ESTIMATED BOTrOM:,OF NEW HELICAL PIER=-5' NAVD BOTTOM OF NEW POST=+14.14- NAVD COMPLIANCE WITH STANDARDS ESTABLISHED IN SEC HELICAL PIERS AT 7 LOCATIONS ALONG EXISTING 6213-33.008 OF THE FLORIDA ADMINISTRATIVE CODE. CONT. FOOTING UNDER EAST FAC ENCLOSURE WALL NOTE 2: THE PROPOSED WORK WILL OCCUR WITHIN THE EXISTING cc ............. ....... IMPEROUS ARDS TABLE ................. RARY FENbE DURING CONSTRUCTION ........... EXISTING FOOTPRINT OF AN EXISTING STRUCTURE. ALL EXISTING GRADING EXISTING DRAINAGE PATTERNS WILL NOT CHANGE .......... PATTERNS WILL REMAIN UNCHANGED. LOCATION EXISTING POST CONSTRUCTION ........... SURVEY WITH .............. VERED ........... ...................... �' - I , : .............. ............... ............ . . . ....................... r PROPOSED SITE NOTE 3: ALL SOIL EXCAVATED DURING THE CONSTRUCTION 428 SF PLAN AND , SUCH AS SOIL DISPLACED BY THE INSTALLATION OF ............. ........... 428 SF SECTION BE REDISTRIBUTED ON SITE' DRIVEWAY AND WALKWAYS 1820 SF 1,820 SF AL PIERS, SHALL 120 SF,,, 0 AND. SF DRIVEWAY A -A AT 8 EITHER IN THE BUILDING CRAWL SPACE OR IN THE LOW, GRASS NEW IMPERVIOUS ARE 3 8 , ET PORCH L COVERED AREA OF THE YARD WEST OF THE VEGETATION LINE AND kS PRIMARY SAND DUNE. 24 SF=O s DECK 0 5 9 .........�:Lt;:::: 0 508 SF ------------- ------- AI 83 SF=O SF 907 SF GARAGE A :61 WOOD 120 SF ECROSURE 8 S F SrEPS CWREIE QL CONCRETE AT SERVICE 57 SF .......... 57 SF L 11 EXISTING IMPER 2 Pol"L 'US AREA AT 3 32 S F AREA TOTAL IMPERVIOUS > ................ k,332 SF 4,720 SF w j p E i1i %JA ..... ..... 1 ,474 SF 10,474 SF TOTAL LOT AREA IMPERVIOUS PERCENTAGE 01......... 41.36% 45.0% OF TOTAL AREA U At IMPERVIOUS AREA DL- URAM 1 / 16 1 0 N 01, 'o 0 00 �2 < cy) "o 00 < 0 0 U 0 N 0 Lu 0 LLJ < �-- 'o C) c� 0 N — -,4- ui 0!� D-- < Q:� CD uj < U < V) 0 C�, n u-j U- X ,D V) V) LU APPROVED PLAN AS PERMTTTE < Lu Lu z Lu Z CZ B Y B URE,A U OF BEACHES 0 U-i Lu UJ U AND COASTAL SYS'I'EMS at� FLOIZIDA DEP,r OF Lj u V) < o I V) Lu ENVIRONMENTAL PROTL,CTI V) cy co r-� ON Lu < < = U-J "t :�i 0 V) C) z c� APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED < Fv LU CD ACTIVITIES MUST ) ::D COMPLY WITH ALL CONDITIONS OF THE 0 C CD I < 0 a- o" PEMMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY u- u u-i LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CIL 161, F.S., AND OTHER PE10&TS MAY BE REQUIRED. R-'V E D TE PERMIT NO. REMOVE EXISTING FIRST FLOOR ROOF AND CEILING REMOVE WINDOWS REMOVE EXISTING ROOF AND CEILING TO BE REPLACED AT EAST ROOM r- AIN ............ ........... ... .......... .. ............ . . .......... ........... ...... 8 SF ....................................................... ................................................... ....... CONCRETE 77–T—T n 9 SF 1 ,4 000 x k� L-L------------ WOOD L ----L-J ------ I F, oll REPAIR EXISnNG WOOD DECK ............................. AS PRACTICAL 0, KITCHEN LAUNDRY PANTRY SERVICE GUEST HALL 57 SF BATH .............. ..................I 7 ---------------- vol ...... ....... ------------------------------------ ------------------------------------- HALL �14 REPAIR AND DGEND A EXIS`nNG WOOD STAIRS S Al GUEST REMOVE WALLS, DOORS AND EQUIPMENT AS DASHED BEDROOM REMOVE WALLS. DOORS AS DASHED AND FIXTURES -------------------- ---------------------------- WOOD DECK 0 ER --------------------------------- --------------- -----------I I LIVING AREA, R OM If-.1---------------,-----,-z----------- REMOVE ALL DOORS AND WALL WINDOWS IN EAST AS DASHED ... . ............. ............... ........ .. ........... ....... .................... ................................................. N LIVING AREA "174 SF WOOD------------------------------------ -- ----------------- -7----------- ------------------------- FRONT ---------------------------- ----------------------------- STOOP 384 SF ni WOOD 120 SF 907 SF 1A, CONCRETE :�,UNLOSURE w s .................................................................................... .......................... .......-.......................... REMOVE WINDOWS TO BE REPLACED 2) 4) 8 EXISTING FIRST FLOOR DEMOLITION PLAN 10-28-13 A W E D . .. ...... ... .. .. ...... .. ir --------------- L A j REMOVE I S ND EQUIPMEN D a D REMOVE WINDOWS To pt� BE RE CED F_ No C\4 NEW CEILING AT WEST WING UNDER NEW SECOND FLOOR. 4 5 < 0" o CD 00 cL �2 o ';zt NEW HELICAL PIERS ALONG WEST WALL SEE STRUCTURAL. < In 00 CD - CD M -16 EXTERIOR WALLS AND WINDOWS REMAIN UNCHANGED. NEW SECOND FLOOR OVER EXISTING FIRST FLOOR EXISTING SECOND FLOOR TO BE SLIGHTLY ALTERED NEW SECOND FLOOR OVER EXISTING FIRST FLOOR NEW SECOND FLOOR DECK OVER E ISTING DECK DIFIED EXISTING STAIRS < U CD N "Zi- CD UJ 0 Lu < 16'-0" CD t= -0 Q::� - C\4 -_---------------- 13'-1 li" Lu D < CD u_j < U < 0 0, --—-—-—-—-—-—-—-—-—-—-—- -—-—- —-—-—-—----—-—-- PROPERTY LINE < Lu Lu U_ X V) C/) LU LL Z Lu o Lu Lu z CL u r-" 3 " w I Lj CL U V) < CD 89-0" NEW SHED ROOF OVER NORTH END OF ROOM NEW WINDOWS TO INF 1 1 =) - ui I V) NEW SHED ROOF OVER NORTI END OF ROOM EXISTING EXISTING WOO DECK TO BE REPAIRED V) C) n.,- co TO MEET NEW SECOND FLOOR WALL TO MEET NEW SECOND FLOOF WALL OPENING Lu < < = UJ SET BACK 10' FROM NORTH PROPERTY LINE 30- AND ENCLOSEM WITH RAILING AND RETRACTABLE SCREENS 12i 0 V) n SET BACK 10' FROM NORTH RROPERTY LINE < 10:� u_j - C:) z 0 0:� CD =D (D F- r--------- ------------ NEW SCREEN DOO? < 0 (4 o- CN - ----------------------------- 6X6TO BEAM ABOVE LL_ I Lli U- 3'-8- 4 IL 111- D u_ EXISTING WOOD STAIRS TO BE REPAIRED A 6'- 1j" EXPANDED AND RAILING ADDED __j L------ I L-L----------- -01 I I 'T SC__A' 4X4 BELOW DECK 10 1 1 1 11 11 RETRACTABLE NSET T AND UP IN IDE COLUMN if A JERE UNCHANGED UNCHANGED /'0" ALTERED HALL ENCLOSURE WALL ABOV:EZI GUEST ENCLOSURE WALL ABOV-E-1 '11.111,�, PANTRY KITOHEN 7 2j" 3#-3" S-4" BATH a _ff i In R"iL LLj A LLJ a 4X4 C_.) I L 4X4 TO r/ 13 ----------- a 10RA ........................................ ---------------- IIBOVE 4X6 TO BEAM 0 lo HALL 07 -00 Lu 13 __j m 1 11 a cl 4X4 BELOW DECK 2 6X6 BEAM ABOVE ALTEREE -------------------------- ---------- $ GUEST 606 ............................................................................................. BEDROC M ......................... .......... 09 'APE REQUIRIMENTS CONFIRM EXISTING WINDOWS M-_ET ES, ......................... ............................. .... ............. ........................... ............. EXERCISE BIKE i 1,-Lz ALTERED AL ERED --------------- -------------- - -------------- ---- ALTERED i b LAUNDRY LLJ 6 36"JAFF LIVING AREA SCREEN PORCH 1 00 6 rn 21-to" N a.A 00 L -4 YR NEW LOWER AND UPPER CABINETS -C-4 TO I_ILll_Ev_ T -1 'C"4 7 �2 LLJ A RUN m NEW SLIDING G LASS )OORS C-) NEW. DIMENSIONS IN THIS AREA ALL KEYED DOORS ARI SOME KEYED INTERIOR )OORS ILLUSTRAfE GENERAL INTENT. MAY BE RELO'ATED. ACTUAL DIMENSIONS MAY VARY UNCHA GED SHELF JUST OVER NEW WASHER/DRYER DUE TO FIELD CONDITIONS. ALIGNMEHTS AS SHOWN ARE AND UP ABOVE AS PRACTICAL LIVING "AREA ----------- xj MORE IMPORTANT. j ----------------------------- ALTERED' --------------- �Dxl_- FRONT ....... ................................... .............................................. ,w� i:6- .................. ........................... _N................. ............................. ........................................................... .................................. 13 PORCH C14 al 1 1 11 1 . I "-�6X6�TOBEAMABOVE D 7!�l 06 TO BEAM ABOVE r- Lu 00 4X4 TO RAIL --,,---AX4 TO RAIL A, 3'-3" S-4" cm ;.J�L 31-4" 13�00 Ea�u . . . . . 013 110 a 0 0 0 a 0 a E ................. .................................. ............. ....... ............................ ........................ %N............. V T P 3' ----/Z-------- --- 4X4 B I OW DEC� ............... .7 BLE NSETT SCREEN RETRACTABLE SCREENS TO OPERATE OUTBOARD WRACTA 5' V AND UP INSIDE NEW 10" SQUARE PERMACASr COLUMNS AT 3 COLUMN NEW PORCH COVER 4X4 BELOW DECK NEW CEILING UNDER.NEW SECOND FLOOR. u') S_ NEW FIRST FLOOR FINI�`H TO MATCH EXISTIN`G MAIN LIVING AREA. NEW D IRS AT EAST WALL. 0 S TO INFILL EXISTING OPENING. PROPERTY LINE NEW HELICAL PIER SUPPORTS AT EAST WALL SEE STRUCTURAL. ALL KEYED WINDOWS ARE NEW. -— -—-—-—-—-—-—-—-—-—-—-—-—-—-— - —-- ...... ........ . . ... . -77- - —-—- — - — -— - -—- —- —- —- APPROVED PLAN AS PERMTTTED BY BUREAU OF BEACHES N AND COASTAL SYSTEMS FLORIDA DEPT OF ENVIRONMENTAL PROTECTION w `4 APPROVED CONSTRUCTION AND ANY OTITER AuTHORMD ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF TffE 3, PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY IS 'D TO THOSE BOTH SHOWN ON THE APPROVED PLANS LIMITE A ANU Libibl) IN 111h jlK 17110N. 'iflis FE-KMll IS ISSUED PURSUANT TO CH, 161, F.S., AND OTHER PERMITS A MAYBEREQUIRED. 2' 4p 8 -3 111!r/;;w L REVIE WED -7—DATE VERMff NO. A FIRST FLOOR DOOR SCHEDQLE GENERAL NOTES: SIZE 1 . ALL EXTERIOR WINDOW AND DOOR UNITS ARE TO BE "FLORIDA CERTIFIED" AND N.. MARK WIDTH HGT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS MEET THE DESIGN PRESSURES REQUIRED BY ENGINEERING DOCUMENTS ATTACHED. 01 V-0" 7'-0" SLIDING GLASS �DOOR-TWO PANEL�`-FULL LITE CLAD WOOD MATCH EXISTING TINTED "TURTLE GLASS"-INSULATED-LOW-E MATCH EX18 02 12'-0" 7'-0" SLIDING GLASS DOOR-FOUR PANEL ;--FULL LITE CLAD WOOD MATCH EXISTING TINTED "TuRTLE GLASS"-INSULAT�D-LOW-E MATIC I TING MATCH EXISTING �NA 2. ALL DOOR AND WINDOW 'SIZES ARE GENERIC AT THIS TIME. ALL DOOR AND PROPOSED H EX191ING MATCH EXISTING NA CENTER TWO PANELS SLIDE FOR 6' OPENING WINDOW FRAMED OPENINGS #ILL BE FIELD MEASURED TO DETERMINE ACTUAL SIZE 03 V-10" 17'-0" SLIDING GLASS DOOR-TWO PANEL.,7FULL LITE CLAD',-WOOD MATCH EXISTING TINTED "TURTLE CLASS"-INSULATED-LOW-E MATCH EXIS ING MATCH EXISTING NA OF SELECTED UNITS AND INSTALLED PER MANUFACTURER RECOMMENDATIONS. 04 3' 7' L. - _,T FIRST FLOOR -0" _8" HINGED ", SINGLE -SCREEN CUSTOM WOOD WITH FIXED SCREEN PANELS MATCH EXISTING MATCH EXISTING RIGHT 06 2'-4" 6'-8" HINGED - SINGLE MATCH EXISTING MATCH EXISTING MATCH EXISTING RIGHT 3. ALL NEW DOORS AND WINDOWS CONTAINING GLAZING AND LOCATED IN AREAS PLAN 07 4'-0" 6 HINGED - DOUBLE ,.� MATCH EXISTING VISIBLE FROM THE BEACH, INCLUDING EAST, SOUTH AND NORTH BUILDING FACES, MATCH EXISTtNG MATCH EXISTING NA 08 2'-0" 6'-8" HINGED - SINGLE MATCH EXISTING MATCH EXIST G MATCH EXISTING LEFT SHALL BE GLAZED WITH TINTED "TURTLE GLASS" AS AN INSULATED R EC"' E 14V E D IN 09 2'-4" 6'-8" POCKET UNIT WrrH - SINGLE MATCH EXISTING J MATCH EXISTING MATCH EXISTING RIGHI LOW-E PROPERTIES. THE GLAZING WILL PROHIBIT NTERIOR-TO-EXTERIOR VISIBLE 10 1 l'-6" 16'-8" HINGEDI - SINGLE MATCH EXISTING MATCH EXIST[ RIGHT LIGHT TRANSMITTANCE IN EXCESS OF 45% OF THE INTERIOR LIGHT. NOV 07 2013 �NG MATCH EXISTING DIVISION OF \J\JAfrr_-R 4. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE INSTALLED IN A MANNER THAT RESOURCE MANAGEMENT WILL MAINTAIN THE INTEGRITY OF THE BUILDING'S WATERPROOF ENVELOPE. SEE FIRST FLOOR WINDOW SCHEDULE GRAPHIC DETAILS ON SHEET 11 FOR SUGGESTED METHOD OF INSTALLATION. DOORS _Q SIZE ARE TO BE INSTALLED LIKE WINDOWS BUT ALSO SET INTO PLASTIC OR COPPER _41 7 SILL PANS WITH CLOSED END AND BACK DAMS IN TURN SET INTO A MASTIC BED HARDWARE COLOR HEAD HEIGHT MARK WIDTH HEIGHT' STYLE MATERIAL lmll GLAZING REMARKS AT THE PLYWOOD FLOOR. IF INSTALLER PREFERS A DIFFERENT METHOD OF 10-28-13 1 2'-0" 4'-0" DOUBLE HUNG CLAD WOOD MATCH EXISTING 'MATCH EXISTING WHITE V-2- q�EAR-INSULATED LOW-E INSTALLATION, CONSULT WITH ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 2 2'-10" 5'-0" CASEMENT-TURTLE GLASS CLAD WOOD MATCH EXISTING TO BE DETERMINED WHITE 7'-2- TINTED '-q_RTLE GLASS"-INSU LATED-LOW-E 3 2'-10" 1 5'-0 CASEMENT-TURTLE GLASS CLAD WOOD MATCH EXISTING TO BE DETERMINED WHITE 7'-2 TINTED '�91RTLE GLASS INSU LATED-LOW-E 5. THE EXTERIOR DOORS AND WINDOWS ARE CURRENTLY SPECIFIED TO HAW- 4 2'-1 o" 5'-0" CASEMENT-TURTLE GLASS CLAD WOOD MATCH EXISTING TO BE DETERMINED WHITE 7'-2- TINTED '�.QRTLE GLAS CONVENTIONAL GLAZING WITH NO EXTERNAL PROTECTION FROM FLYING DEBRIS. S"-INSULATED-LOw-E 5 2'-10" 5'-0" CASEMENT-TURTLE GLASS CLAD WOOD MATCH EXISTING TO BE DETERMINED- WHITE 7'-2- TINTED "CURTLE GLASS"-INSUI ATFD OW-E UPON PRICING OF ALTERNATE UNITS WITH IMPACT GLAZING, DISCUSS OPTIONAL SUBSTITUTIONS WITH OWNER. q 4 4 BE OW 'ECK 1,I_ X U L AND P IN IDE COLUM N LNCLOSURE 'OORS RD NEW. OORS ,LATED. NT. /SHEL 'ARY )NS. ARE NT. E IMNS AT I COVER FLOOR- AREA. W L C A L TU �4o Ai -Aill !�,l CN 'o 0 (Y) N "T 00 — -0 N 00 < (Y) — 0 cy) < 0 U 0 N Lu 0 Lu < 10 -- o 'o n APPROVED PT,AN AS PERNTfT-rED Q:� 0� — LU < 0:� 0 BY BUI�EAU OF BEACHES < u < V) o AND COAS'FAL SYSTEIVIS L Q:� P--� I FLORIDA DEP'T OF CL V) < LU LU LL X =D V) LLj LL ENVIRONMEN'I'AL N�O'FECTJON Z uj C) Lu U.J CL, LU U APIlROVED CONSTRUCTION AND ANY OTTIER AUTTIORrZED CL u < C) ACTIVITILS MUST COMPLY WITIJ ALL CONDITIONS OF TIIE =) = U-i PFRMIT. V) < co r--� CONSTRUCTION AND ACTIVITIES ARE STRICTLY < LIMITED TO THOSE BOTH SHOWN ON ME APPROVED PLANS LU AND C) z LISTEID IN THE PROJECT DESCRIPTION. THIS PERNUT < Q:� UJ CD =D ) 0 :� CD 0 IS ISSUFD I'URSUANT TO Ca 161, F,S., AND OTIIER PERPAITS 0 o� XIAY BE REQUIRED, I < CL 0', LL I LU LL Z 6!'p RKEWED DKfE PERMIT -- EXISTING ROOF AND RAILING EXISTING ROOF TO BR RMOVED TO BE REMOVED. PART OF RAILING TO BE REPLACED WITH NEW. FLOOR OF SHELF AREA AND CLOSET TO BE RAISED WINDOW OPENING TO BE CLOSED WALL TO BE REMOVED AND DOOR RELOCATED r------------- - ------------------ ----- -------- ------------------------------------ ..................................... ............ . ................................. ............................................ ........................ WINDOW OPENING TO BE CLOSED DOOR SWING ALTERED Lo WALL SEGMENT TO BE REMOVED WALLS WINDOWS AND WALL SEGMENT TO BE REMOVED REMOVED MDI-DOORS RELOCATED WITH EXPANSION OF BATH AND CLOSETA ih F-7 PA —/ X� 1 SINK TO BE REMOVED ...... ...... ........... .............. WAC CHASE TO BE RELOCATED r= WINDOW TO BE REMOVED 7'7 Co I AND OPENING CLOSED .................................................................... .1.................... .......... TOILET TO BE REPLACED WrrH NEW HATCHED PORTION F EXISTING ROOF EXISTING SHOWER DRAIN TO REMAIN AND SHOWER EXPANDED TO BE REMOVED TO i LLOW NEW GABLE TO EXTEND BkCK T EX G R E INC r ff WINDOWS MD WALL SEGMENT TO BE REMOVED 7Z, EXIS7 ING ROOF TO REMAIN AND TO E E REPAIRED AS PRACTI L z2. L------------ -------------------------- 21 41 EXISTING SECOND FLOOR -4` DEMOLITION PLAN A q, �v. 10-28-13 Aft 0 eJ Ell ----4---6K-.9HA5E TO BE REL=TED T CREATE CURB AT BASE OF RAIL 'o ADEQUATE TO RECEIVE SIDEWALL < G_ 0 FLASHING AT ROOF 00 -,0 C14 00 0 () 14� DOOR THRESHOLD AT 4" AFF 0 TO ACCOMMODATE ROOF FLASHING NEW SHED ROOF < — U 0 N < BELOW REPLACES APPROVED PLAN AS PERMITTED 0 Lu CD Lu 0 PART OF EXISTING ROOF BY BUREAtJ OF BEACFIES PORTION OF EXISTING ROOF AND RAILING EXISTING SECOND FLOOR TO BE SLIGHTLY ALTERED NEW SECOND FLOOR OVER EXISTING FIRST FLOOR NEW SECOND FLOOR DECK OVER EXISTING DECK AND COASTAL SYSTEMS < ::D Q:� 0 U V) 0 BECOMES BALCONY To NEW BEDROOM CANTIL R NEW SECOND FLOOR OVER EXIMING FIRST FLOO FLORIDA DEPT OF uj < < ry 0:� . . F2 I ENVIRONMENTALPROTEC < U-1 U-i u- X 291-0" 14 121-0" TION V) V) u-i U- 20'-0" t Z u_j -7 0:� N 1;;�_ Al"PROVED CONSTRUCTfON AND ANY OTTIER AUTfTORIZED UJ U-i yj i__ U r-, 9'-N" U V) < CD 6'-11" ALL KEYED DOORS ARE NEW NEW CABLE ROOF NEW SHED ROOF \CTIVITILS NIUST COMI)LY WITH ALL CONDITIONS OF ITIE u I-- K NEW GABLE ROOF 3 EXCEPT WHERE PRACTICAL FRAMED BACK OVER EXISTING 4 BELOW 5 N:1611T. CONSTRUCTION AND ACTIVITIES ARE STRICTLY --::] V) U-j -.911/ V) < C) aj lr_� FRAMED BACK OVER EXISTING E 1-3" 1 IVII I FD TO THOSE B0TFf SHOWN ON TIJE APPROVED PLANS U-i TO RELOCATE EXISTING DOORS < LLJ T --- --- TV� �ND LISTED IN THE PROJECT DESCRIPTION. ITHS PERNUT C) V) 0 il ilu E. J L -11 lit Lu — --------------------- IS ISSUED PURSUANT TO Ctt. 161, F.S, AND OTIIE'R PERMITS < =D '7t - --------- ------------------------- 71-1 VAY BE REQUIRED, c 77�—i 4'-0" < 0 N o' U-i or =f ID ............. -4 P a_ _/ I IEWED PERMITNO. 33 3-5" 3'-4 ..................................... I.-U.UI 1 ILI P-0-0Z 7� iul !ULYL�-i j .................... ..................... 0r[J] - __ U J fl I P . ............................................ ....... -ALTEREDi T__ I 1 00 ------------ 1�'Il — r. n CL?3� 3 13 0 13 13 11131111111 0 13 11 11 11 13 13 1113 - _ 7 8' CEILING ALCOVE v 7 TYPICAL 00 ALTERED 411 r ALTERED HALL," 8'-9" CEILIN(; SITTING AREA 1 16 SITTING AREA 2 /r Lo 3 F `17 NICHE SHEL' R WALL MOUNTED TV L IMOUNTED TV @ 36" A /VkLJLTED ILI NEW AULTED "k" A i BEDROOM 3 EILING L -00 -Cf-E--CEILING _E�E a _Q9 I k T k 14 77 7 00 IWU D U4 M KIUUL INEW 7 CLOS 31 G 11 10 _LJ_ ___8'JtA7&_E_1L�1 __ !ALTERED ----- -- ----- H 36" AFF CLOS. 2 5' ------------------ Z� 21 '!ALTERED SEE SqCTION FOR FLOOR CONDITION C14 J -c,4 BATH 2 E; REChSED NICHE 4 SHOWER WALL NEW BATH 3 8'- CEILING,, 4'-0" 1 INCHAL!GED ,J,n _u yy 14 L _w MASTE� CLOSET RELOCATED CA E M L------------------ H L -91 00 AL 7/ -77, 0 D _,e) F777) I L N m-m ME MA 1, INTERRUPT DECKING PATTERN i�� ti� AT SHOKI RECESSED NICH 12 ... ....... ...... MASTER A A WITH IX8 CROSS BANDS AS SHOWN ------- ..... SITTING AREA __q jA 4'-7j" J 4'-011 8' CEILING TYPICAL A 177 7 1/2" CLEAR TEMPERED GLAW u CE IN j WrrH ROUND SANDED END A; SET ON 4! HIGH, ILE COYM J��V[p wl ,�: UNCHAN,__,_ WALL AT SHOWER .......... .... ... MASTER A BATH ...... ... N A J �00..... ...... _j .............. ta, J _01 00, Al......... PORCH ROOF BELO FLAT 8' CEILING 8 _(6 > -- ---------- ------ ----------------------- L---------------------- 5 31-2" _1 11 -------- .......... S-2" 4' S-4 _4 3' Z8 ALL KEYED WINDOWS ARE NEW. W'� SEE SCHEDULE FOR DETAIL. -6" 14'-0" 12'-O'_' 2 3' 25'-6" 63'-0" 75-0" V11 :HATCHED CARJEA INDICA El T S V ULT L G a A ED E IN 3 2 S N w GENERAL NOTES: SECOND FLOOR DOOR SCHEDULE 1 . ALL EXTERIOR WINDOW AND DOOR UNITS ARE TO BE "FLORIDA CERTIFIED" AND s A SIZE ?i MEET THE DESIGN PRESSURES REQUIRED BY ENGINEERING DOCUMENTS ATTACHED. D MARK WIDTH HGT STYLE MATL GLAZING COLOR HAR WARE SWING REMARKS MATCH EXISTING TINTED "TURTLE GLASS"-INSU LATED-LOW-E WHITE MATCH EXISTING NA 2. ALL DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. ALL DOOR AND 11 7'-0" SLIDING GLASS DOOR-TWO PANEL -FULL LITE CLAD �OOD TERMINE ACTUAL SIZE 20 49 OD MATCH EXISTING TINTED "TURTLE GLASS"-INSULATED-LOW-E WHITE MATCH E)gSTING NA WINDOW FRAMED OPENINGS WILL BE FIELD MEASURED TO DE -FULL LITE CLAD �O 1-2 W-o" 7'-W ,SLIDING CLASS DOOR-TWO PANEL OF SELECTED UNITS AND INSTALLED PER MANUFACTURER RECOMMENDATIONS. NG TINTED "TURTLE GLASS"-I NSU LATED-LOW-E WHITE MATCH E&, ISTING NA 13 7'-0" SLIDING GLASS DOOR-TWO PANEL -FULL LITE OOD MATCH EXISTI 1-4 HINGED - SINGLE MATCH EXISTING WHITE MATCH E�ISTING RIGHT MAY BE�'EXISTING DOOR I S REUSED IN NEW LOCATION WITH NEW SWNG 3. ALL NEW DOORS AND WINDOWS CONTAINING GLAZING AND LOCATED IN AREAS MATCH EXISTING WHITE MATCH EXISTING LEFT MAY BE EXISTING DOORS REUSED IN NEW LOCATION WITH NEW SWING VISIBLE FROM THE BEACH, INCLUDING EAST, SOUTH AND NORTH BUILDING FACES, 15 Z-—4- 6'-6" HINGED - SINGLE MATCH EXISTING WHITE MATCH EXISTING RIGHT MAY BE�EXISTING DOORS .REUSED IN NEW LOCATION WITH NEW SWING SHALL BE GLAZED WITH TINTED "TURTLE GLASS" AS AN INSULATED UNIT WITH 16 2'-8- 6'-8- HINGED - SINGLE _�m WHITE MATCH EXISTING RIGHT MAY BE�IEXISTING DOORS :REUSED IN NEW LOCATION WITH NEW SWING 1-7 2'-8" W-B" HINGED - SINGLE MATCH EXISTING WHITE MATCH E�ISTING LE LOW-E PROPERTIES. THE GLAZING WILL PROHIBIT NTERIOR-TO-EXTERIOR VISIBLE WATCH EXISTING FT LIGHT TRANSMITTANCE IN EXCESS OF 45% OF THE INTERIOR LIGHT. 18 2'-0" W-8" HINGED - SINGLE WHITE MATCH CXISTING LEFT — BIFOLD - SINGLE MATCH EXISTING ATCH EXISTING RIG 4. ALL EXTERIOR DOORS AN PROPOSED 19 2'-0" 6'-8- HT D WINDOWS ARE TO BE INSTALLED IN A MANNER THAT 20 2'-0 1. 7'-n- HINGED - SINGLE 14ATCH EXISTING —1 WHITE IM WILL MAINTAIN THE INTEGRITY OF THE BUILDING'S WATERPROOF ENVELOPE. SEE MATCH EXISTING I WHITE I MATCH EXISTING RIGHT GRAPHIC DETAILS ON SHEET 1 21 !�-4" 7'-0" POCKET - SINGLE XISTING RIGHT 1 FOR SUGGESTED METHOD OF INSTALLATION. DOORS SECOND FLOOR CLAD VIOOD MATCH EXISTING TINTED "TURTLE GLASS"-INSU LATED-LOW-E WHITE MATCH __�'THRESHOLD 4" ABOVE INTERIOR FINISHED FLOOR ARE TO BE INSTALLED LIKE WINDOWS-BUT ALSO SET INTO PLASTIC OR COPPER 22 6'-0;; -8- SLIDING DOUBLE FULL LITE PLAN SILL PANS WITH CLOSED END AND BACK DAMS IN TURN SET INTO A MASTIC BED AT THE PLYWOOD FLOOR. IF INSTALLER PREFERS A DIFFERENT METHOD OF INSTALLATION, CONSULT WITH ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. SECOND :'LOOR WINDOW SCHEDULE 5. THE EXTERIOR DOORS AND WINDOWS ARE CURRENTLY SPECIFIED TO HAVE R E E I V E D SIZE CONVENTIONAL GLAZING WITH NO EXTERNAL PROTECTION FROM FLYING DEBRIS. GLAZING R� EMARKS UPON PRICING OF ALTERNATE UNITS WITH IMPACT GLAZING, DISCUSS OPTIONAL MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR, HEAD HEIGHT TINTED "TURTLE GLASS I'-INSU QkTED-LOW-E SUBSTITUTIONS WITH OWNER. NOV 07 2013 6 2'-8" 4'-6" CASEMENT-TURTLE GLASS CLAD WOOD MATCH EX STING MATCH EXISTING WHITE 7'-2- 5 GLASS"-INSQTED-LOW-E DIVISION OF VVATER CLAD WOOD MATCH EX STING MATCH EXISTING WIHrTE 7'-2" TINTED "TURTLE 7 2'-8" 4'-6" CASEMENT7TURTLE GLASS RESOURCE MANAGEMENT STING MATCH EXISTING WHITE V-2- TINTED "TURTLE G LASS"-I NSU L-A-TED-LOW-E 8 i -8" 4'-6" CASEMENT 4URTLE GLASS CLAD WOOD MATCH EX MATCH EXISTING WHITE 7'-2" TINTED "TURTLE GLASS"-INSU L�TED-LOW-E CLAD WOOD MATCH EX STING 10-28-13 9 2'-8' 4'-6" CASEMENT-TURTLE GLASS V-2" TINTED "TURTLE GLASS"-INSUaTED-LOW-E OOD MATCH EX STING MATCH EXISTING WHITE 8- 47--6' CASEMENT-,TURTLE GLASS CLAD W 10 CLAD WOOD MATCH EX STING MATCH EXISTING WIHFrE V-2" TINTED 'TURTLE GLASS"-INSU QATED-LOW-E 2'-8" 4'-6" CASEMENT-TURTLE GLASS WHITE 7'-2" CLEAR-INSULATED LQjY-E 12 2'-0" 21�811 PICTURE CLAD WOOD MATCH EX STING — EX STING WHITE 7'-2" CLEAR-INSULATED LON-E 0" PICTURE CLAD WOOD .MATCH 13 CLAD WOOD MATCH EX STING WHITE 7'-2" CLEAR-INSULATED Ldy_ -E —2'-0 NSUJATED LOIY-E J AIV 1 14 PICTURE V, CLAD WOOD -MATCH EX STING MATCH EXISTING WHITE 7'-2" CLEAR-I —2'-8" DOUBLE HUNG 15 CLEAR-INSULATED LQJV-E .f :j; DOUBLE HUNG CLAD WOOD MATCH EXISTING MATCH EXISTING WHITE 7'-2" c 6 2'-8" "';', — a4 -2" D "TURTLE G LASS"-INSUCATE D_-LO oll -TURTLE GLASS CLAD WOOD MATCH EXISTING WHITE 7' TINTE 2�8" PICTURE WHITE 7'-2" TINTED "TURTLE GLASS"-I NSUCATED-LOW-E 18 2 -8'i__ 5�2" CASEMENT-TURTLE GLASS CLAD WOOD MATCH EXI5IING MATCH EXISTING T -U L-------- IV, -,o C14 N < o- 'o 0 00 n C4 "t < (y) C-4 00 — CD CD < U CD N CONSIDER REMOVING LOW PITCH SHED ROOF ADDITION REPAIR EXISTING ROOF FRAMING AS REQUIRED Lu 0 LLJ < CD C14 LLJ < C:) REMOVE SHINGLES, WINDOW AND PORTION OF WALL < U < 0 0, ............ REMOVE EXISTING RAILING AND ROOF V) Z ui n U 1 L111 L I i UJ I T U < ID ........ .....H ri REMOVE ROOF AND CEILING V) < J Lu rt. n LIJ J I I I I]. Lu 1_11 ILI L lJ j u[ C) L (. 4 Lu < LJ t_j L o ullu IL 11 Ll Q_ a- U L! L 0 T L L.1 I Ll i I L111 Li < 0 lui Luj .................. A j u. 11_11 11 .1 LA ILI 1_11 REMOVE WINDOWS TO BE REPLACED Ll 11 111 U U EXISTING GARAGE TO REMAIN UNCHANGED .......... REPAIR EXISTING WOOD DECK AS PRACTICAL 1 U--L I L L.U.] i i 1TLry4L_j Lill i I LL Al EXISTING RETAINING WALLS REPAIR AND EXTEND EXISTING WOOD STAIRS _.0 11 TO REMAIN UNCHANGED ... ....... n .. ........ .... 77 T 1777 :T APPROVED PLAN AS PERMIT-FED BY BUREAU OF BEACHES .. .. .. .. AND COAS'FAL SYSI'EMS u FLORIDA DEP'FOF LINVIRONMENI'AL PRO'rE CTION APPROVED CONSTRUCTION AND ANY OTTIER AUTfTORTZED �-4 ................ ...... ......... -------- N i ACTIVITIES ----------- MUST COMPLY WITH ALL CONDITIONS OF THE ................. ................................ .................. .......................................................................................... ....................... "iP CONSTRUCTION AND ACTIVITIES ARE STRICTLY PERMIT'. LIMITED To THOSE BOTH SHOWN ON THE APPROVED PLANS WEST ELEVATION EAST ELEVATION AND LISTED IN THE PROJECT DESCRIPTION. THIS PEWNUT IS ISSUED PURSUANT TO CH. 161, F.S., AND OTHER PERN11TS Quo) MAY BE REQUIRED. to w ��EVIMUED PERMIT NO. L! CONSIDER REMOVING LOW PIT OF ADDITION H.. 1:1 ...... ..... ... ........ LIM[1, L1111 J,I I I i I I 11.1 REMOVE RAILING AND ROOF li I u LEu u 1, LL u REMOVE ROOF AND CEILING ........... .............. Li L r.1 U U.. i i i 11 Llltlu..01 LIU.-U.-Bri ]o iu 0 1�1 L 1,"'a I 1H L! J-1111 11 J Ll U,LtL L,-u 01 L71FLI i iJ 1i j I'l, L i I 1J., I'l, Ll UU11 ll 11 LIL11 1 H-y 1-ILL!E L UA__L!: JL J i............U F I Ll Lt IJI I LI U. I I ..�u REMOVE WINDOWS TO BE REPIACED EXISTING GARAGE TO REMAIN UNCHANGED Li Uu L Hll H, LI H 1�1 UL ..!1 11 Ll ly .-Jill 11111 T1 fl 11 1 H 1 ! :1 11 li :i H I I .............. ............ ,FP, .4m m 31 u Elm SOUTH ELEVATION N 41- �qv,i E w s IT CONSIDER REMOVING Low.1prn SHED ROOF ADDITION ... . .... ......I] I I i - - L11 U-1 Lu 2' 4' 10 I H REMOVE ROOF AND CEILING REMOVE�'RAILING AND ROOF 11 Ll 11 . LI .............. ... ............ 1 A-1-11.1 1 0.................0`1 ME y I i_ 'a u I u. . ................ ....... .... ... . . ...... LL 11 U` H 1], 1 L 11 11 EXISTING L I I lT 1 1 u [......... .....Ij U. u .......... .......... REMOVE WINDOWS TO BE REPLACED ELEVATIONS _l..-lu 1 11-1 H 1 1111111 UL EXISTING GARAGE TO REMAIN UNCHANGED Ll 11 U111111 11 U 11 Jnl i 111.1 u i H ,L _[. ...... ..... ..... �1 L i I .!Ryl L L EU 1 lyfi 10-28-13 IIII........... 11 Ul 11 11 1_1 L 6 5, NORTH ELE.V&TION Apok LI M`-1- I P�11 i_ CIO** ---------- CN 'o 0 < (Y') C-.4 'q- 00 n 'o 00 < C-) 0 0 6 < U 0 C,4 -,;T 1 0 ui < N 5/12 CD Lu 10 n Lu r-V 0 3.35/12 Lu 0 (), NO < Lu LLJ LL- x V) I I v) LU U-j C) LLJ LLJ LJ.J U u V) < c, V) Lu V) < n cQ LLJ < LLJ C) Lu — C) < =D -5- ly- c: o < 0 a- o-, I Lu 1 /12 ............... ...... ................. 2.5/12 L ............... L---------F FIRST FLOOR ROOF ................. .... ... .................... ....................................... .......................................... ------------- ------ F IRST FLOOR ROOF 5/12 5/12 2.5/12 Fl EXISTING ROOF PLAN ............. L NEW FIRST FLOOR ROOF NEW FIRST FLOOR ROOF 3 4 5 NEW SECOND FLOOR'-BALCONY, OVER EXISTING FIRST FLOOR 2.5/12 'l 2 .......... 2.5 2 5 3.35/12 5/12 HATCHED AREA INDICATES El CEILING -------------- VAULTED EXISTING EXISTING 2J-O" z-Z- I- —----------—- 2 r//Y A w .............. ....... .......... .25/12 Q 5/11[l s 7-� 7 2p 49 5/12 ... ........ NEW SECOND FLOOR DECK WITH ROOF M 2'-0" OOR PORCH OVER FIRST EL EXISTING AND .......... PROPOSED ROOF v 4/12 PLANS J." 5/12 5/12 Y/Z d�) I INU v CtILfN 10-28-13 FIRST FLOOR ROOF 21-411 F- 31-011 S Ti RE C--,Fl \/Pr PRO OSED ROOF PLAN ...................... ....... NOV 07 2013 3, DIVISION vvj-, 21-4" ................... RESOURCE MANAGEMEN' > T-,",I� APPROVED PLAN AS PE-RMITTED o BY BUREAU 01" BEACHES cN a,- -,00 (y) " ";T AND COAS'FAL SYSUMS co -0 00 NEW CLAD DOORS NEW CLAD WINDOWS TO MATCH EXISTING FLORI[f)A DEP'1' OF < m (z) 16 F%�(�OfWNMEN'F'Al, f)R0'fECff0N < CD U CD " q- SHADED WINDOWS/DOORS INDICATE SHADED WINDOWS/DOORS INDICATE NEW SECOND FLOOR ADDITION NEW ASPHALT SHINGLE ROOF EXISTING TWO STOREY BUILDING NEW ASPHALT SHINGLE ROOF NEW SECOND FLOOR 0 < TO MATCH EXISTING , CD Lu ui "TURTLE GLASS" GLAZING TO TO MATCH EXISTING — CD t= "o Q UPR0 \111) CON�JRUCION AND ANY N — "TURTLE CLASS" GLAZING TO NEW SECOND FLOOR ADDITION CONTROL LIGHT EMITTANCE OTT IETt AUT'HORTZED U-i Q�� = < Q:� 0 CONTROL LIGHT EMITTANCE ('(),VPI,y WITH ALL CONDIIJONS Or, 'flit, u-i < u < 0 WOOD BRACKETS SUFPORTING ROOF EAVE ('O_XSJRt ,('IlOx AND ACTIVITIES i�RE STRICTLY ry - Q��_ I a- LLJ X NEW CEDAR SHINGLES TO MATCH EXISTING LIGHT FIXTURE DIRECTING LIGHT DOWN IVI H 1 10 Most 110'I'l �,,!IMVX ON THE, APPROVED PL2�NS < Lu Lu U- )II10,11,C] 1) , v) L.LJ LLJ Z ry fSCRIPTION. JTHS PERNJIT 0 Lu Lu LLJ U m NEW CEDAR SHINGLES AND 7 7 17 AIND OTIJER PERT�flTS L WOOD FASCIA T) MATCH EXISTING ;AY RI: kl-.ot HUD. U V) < C:) ..... .. .................. 12 - F__ Lu r-, 12 ?_!9 V) =D co r-� 3.35+/- Ll < n .... ........................ ............u......... Lu < 12 5 ED Ll PERIMI VNO, )AI F, LI I I 11 NEW WOOD RAI-ING AT PERIMETER C, V) 0 3 11� Lu — Q-) OF NEW DECK < Q:� C) U CN J LL Lu < FQ L '�QUAL y ...... ..... LI ............ .......... u ......... ..... ........ ...i '. "... -i ; I : i I IT 1 : .: )_ , I ; .1.......... f i.-y- -.1i........i.- f, � I - T I T J I 1 11 1 ...... ........ J...... .................. ......................... M WOOD DECK OV OR NEW ER MEMBRANE ROOF AT SECOND FLO ....... ....... ......... ..... ..j Lj OVER EXISTING FIRST FLOOR DECK TO BE REPAIRED ....... ..... U T NEW ASPHALT SHINGLE 11OF IT L11 LI 1 1 1 OVER NORTH END I............ ........ .... OF FIRST FLOOR .... ....... ... .......... J I..... . ......... 11 IT ....... 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NEW CEDAR SHINGLES NEW SECOND FLOOR ADDITION NEW SECOND FLOOR ADDITION AND WOOD FASCIA TO MATCH EXISTING NEW,WOOD BRACKET AT CANTILEVERD EAVE 12 NEW CLAD WINDOWS TO MATCH EXISTING 5 CID 12 SHADED WINDOWS INDICATE H. 5 'TURTLE GLASS" GLAZING TO CONTROL LIGHT EMITTANCE T LLU 11 U-1- u j Lm U-11 IL LILLIJ _Lu i A. NEW SECOND FLOOR DECK L-LU-LA M_ NEW PT WOOD RAILING t NEW BALCONY Lj L1 L I", A AND ASI'HALI LLI ''L. LjiLu 1W L1 LuLiL 11-11 L L I_U U-1111 I ..,u _LU L I Jj L_ -1 _LL 1-1 LIM U LIU-J11-1, 1, SHINGLE ROOF - pi 0 OVER NORTH END -77T77 L!Lin Li-11-Hi] OF FIRST FLOOR uU__ 11 : 1 j u i_J Ll U ILI u L 2'-0" 1 u u LJ U u Ll I L _011—L i I H 1 H L L _j WL LLI NEW POSTS AND BEAMS TO SUPPORT SECOND FLOOR DECK j., U _LL1 LL U. , I 13 LLI Ji AND HOUSE RETRACTABLE i L INSECT SCREENS FOR L! I U.. I i 1LI EW PT WOOD RAILING FIRST FLOOR PORCH LU L L! U-111LI LL Li IUL V LL 11J..L 29 40 JL L—LLtu i L',,j IL i U L IJI u ILI U---- L j 1 I LU ! 177,E1,111,11 DE K- L I LILJ U LjLLU LtL-'---.Ll 1 1 L ij U Jit U1, _LL U : H I If H I i ! ! ;I:HiM un H I IT I I I E=A L NEW WINDOW AT EXISTING WAL PROPOSED BUILDING ELEVATIONS ip em 10-28-13 WEST ELEVATION SOUTH ELEVATION w 77 L Z loo C14 < 00 0- WOOD BRACKETS1 SUPPORTIN �o 00 — CD (n WOOD BARGE RAFTER AND ROQF OVERHANG U 0 N 0 111 0 Lu < 12 o L-- -0 1-- 0 21-0" 4 LLJ ::D Q� (:D 12 Lu < u < 5 CL ................ 11 , U- 3'-0" V) LU V) < I ATTI( 7' U_j ATTIC C) UJ w -7 Q:� j- I r Lj Lu u r" T VAULTED CEILING WOOD BRACKETS SUPPORTING 3i u V) < 0 WOOD BARGE RAFTER AND ROOF OVERHANG APPROVED PLAN AS PERNffT'fED V) 7-:j IV-) ui I < C) BY BUREAU OF,BEACHES VAULTED CEILING U-1 < Lu AND COASTAL SYSI-EMS < 0 z FLORf DA DEPT OF , =) 2'-1 VIRONNIENTAL pROFECTION 0 :�j 0!� CD C4 < 0 A[ F I 1 0- oll LL Lu ERED ALTEREC NEW WOOD DECK WITH APPROVED CONSTRUCTION AND ANY OTRER AUMORMD u- z N EV� NEW HALL Cl 3S. 2 BATH 2 N PERIMETER WOOD RAILING ACTlvjj,IpS MUST CoMpLy WITH CLOS. 3 HVA C BE 00 1 NEW OVER MEMBRANE ROOF PulmlT. CONSTRUCTION AND ALL CONDITIONS OF T11L, BEDI OM NICHE SHEL ACTIVITIES ARF, STRICTLy 00 @ 36" AFF OVER EXISTING WOOD DECK LIN11TED To ITIOSE BOTff SI-IOWN ON TfIE APPROVED PLANS 00 WOOD DECK AND LISTED IN T14E PROJECT DESCRIPTION. TFUS PERMIT IS ISSUED PURSUANT TO CIL . ..... MAYBERE-QUIRED. 161, F.S, AND oTum PEmTS 4'-0" IL -jZ,-V-ff7--E-D 11EIMf No. 2'-5- - .I :�: S AIR mom RECESSED HOUSING FOR RETRACTABLE SCREEN ALTERED WOOD BRACK ASSISTING co I KITCHEN Co CANTILEVIRED FLOOR ALTE ED 11UPPORT OF C- JEST ol\LTERED BI DROGM UNCHANGED C> LIVIN AR co -1 3CREEN PORCH 00 00 v - - - - - - - - 3' ;L N RM 2 BUILDING SECTION D� 14 E 12 5 B 12 12 5 "12 *4V# F 5 11 ATTIC VAULTED CEILING ATTIC *3 fw — — — — — — — — — — — — — — — — — — — — — - NEW BATH 3 C VAULTED CEILING N EW BEDROOM 3 NEW I�ALCONY N E I AST R iSLIDING GLASS DOOR WITH 4" CURB AT SILL UNC ED co TO PROVIDE FLASHING AT BALCONY DECK WOOD DECI c:) Om UEP -00 MASTER LJ a 12 c WOOD RAILING 4 NEW ROOF AT EXISTING PORCH E Ell, 0- CD RECESSED HOUSING �o FOR RETRACTABLE SCRENEuN 0" F-1 ALTERED ALTMED ALTERED LTI RED 10" SQUARE TUSCAN STYLED A PERMA AST COLUMNS GUEST GUEF UNCHANGED ALTEREE H SCREEN PC) — H LIVIt G AREA BEDROOM BATF WOOD WRAPPED PT WOOD POSTS LIVING AREA FRONT PORCH FULL 10" COLUMN SHAFT AGAINST WALL AS PILASTER BUT BASE AND CAPITAL 1 29 4' �UT TO�—kA6�E-VW�- mill PROPOSED — — — — — — — BUILDING SECTIONS RECEIVED NOY 07 2013 ............ DIVISION (j�- VVAi-,-k RESOURCE MANAGE MENJ A 10-28-13 BUILDING SECTION VV JNv'.. 0�f J 2'-11 -12 -3 < oll -,00 00 cL- �2 o N -'zl- < (y) C4 00 rG — CD 0 < — U 0 N 12 CD U-i 0 < Lu 12 (D t= �o C) 12 N — 3 3 Lij clk� D-- < 0:� C) Lu < V) 0 u LU ATTIC ....... 0�1- M < Lu Lu U- X V) LU , il-J: .......... III 0 - C4 ui LU Z IT ui �;3 U VAULTED CEILING CL_ U CD Lu J ............ V) < o < ... . ...... Lu V) u- 7. J.......... Q C) Lu < o c) 0 CD CL G, Lu I", W M 4�SE R N : W c:) ................ z NEW STEP LIGH STEP LIGHT 00 - L HT FIXTURE .......... 00 LIGHT FIXT.RE Bi:DROC �A 2 ........ ....... ........... WOC D DE( ........ .... 12 12 2.5 2.5 Lii T . ........... ........... ALTEF ED ...... . ........... ALTEF ::D STEP LIGHT LIGHT FIXTURE LIVIN "' AREA SCRE : N PO ; CH T'i i i Lj : L ----------------- 11] ! :1 [1 LL=j 1 : 1 L-4 .,plIN11, �i�' L 4 BUILDING SECTION `NN APPROVED PLAN AS PERMITTED BY BUREAU OF BEACFIES AND COASTAL SYSTEMS 12 FLORIDA DEPTOF 12 5 ENVIRONMENTAL PROTE CTION 5 APPROVED CONSTRUCTION AND ANY OTHER AUTHORTZED r ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE TL PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRIC Y ATTIC ATTIC LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS ATTIC .......... AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT L rfS IS ISSUED PURSUANT TO CIL 161, F.S,, AND OTHER. PE MAY BE REQUIRED. RE/VIEWED DATE PERIWf NO, NE\A BATH 3 UNCHANGED HALL Lu u V) BATH 2 BATH 2 NEW NEW 00 MASTER CLOSE < 0 SHO\NER TOILET > MASTER BEDROOM WOOD DECK u 0AI) RECESSED HOUSING ALTERED ALTEI`� I-D o�LTERED 29 4f 8 GUEST UNCI' ANGEE ALTERED LAUN R Y SCREEN BEDROOl PORCH LIVIN(.-7' AREA LIVING A STAIRS TO BE REPAIRED AND EXTENDED L LATERALLY WITH RAILING ADDED AT ENDS 77 PROPOSED BUILDING SECTIONS OR; 10 .811 10-28-13 A C6 BUILDING ,-SECTION ff 10 41, .1 f2 -i�j'P f�0 VE,D 1)1,A N A S P ETWf TTE-,D By BUREAU Ol" BEACHES -'0 AND COASTAL SY-STEMS < 0, -'0 0 FLORIDA DETT OF 00 In �2 0 N ':4- C-4 00 GENERAL NOTES: L"NVIRONMENTAL PROUcuw < C) < U 0 C-4 L.Lj 0 LIJ < CD 0 E '0 1. INSTALL ALL MATERIALS PER MANUFACTURER RECOMMENDATIONS. CONS'IRLICNON AND ANY OTHER AUITIORTZED MI'ls'[' COMPLY ry 2. THESE DETAILS ESTABLISH ARCHITECTURAL INTENT. THE ARCHITECT RECOGNIZES THAT EXISTING C 0'--";S ALL CONDITIONS OF ,,HE u-j < CD ASPHALT SHINGLE ROOF TO MATCH EXISTING CONDITIONS MAY VARY AND BEST PRACTICES MAY SUGGEST ALTERNATIVE TREATMENTS. THE ARCHITECT TRUCHON AND ACTIVITIES ARE sTRlCjTy Lu < u < V) 0 0�' WELCOMES SUGGESTIONS BY THE CONTRACTOR FOR EQUAL AND BETTER APPLICATION METHODS BEFORE - 13()' ry EXTERIOR GRADE PLYWOOD ROOF SHEATHING '()Sf-' I'f !�IIOWNI ON THE APPROVED PLANS LL- X TO BE INSTALLED PER MANUFACTURER LIS"I'l,'D IN CL u-j Q!� F-.� I - - RECOMMENDATIONS OVER SELF ADHERING NEW ROOF FRAMED IN PART OVER EXISTING EXIENDED OVER OUTILOOKERS WITH UNDERSIDE AND DURING THE CONSTRUCTION PROCESS. IT IS IMPORTANT TO DISCUSS CHANGES WITH THE ARCHITECT is PROJECT DESCRIPT V) < Lu Lu PRIOR TO EXECUTION SO THAT THE ARCHITECTURAL INTENT CAN BE BEST PRESERVED OR ENHANCED. ION. ITHS PERMIT oo LLJ ND OTkElt PE10,11, Lu 2: WATERPROOF ROOFING MEMBRANE SUCH AS COVERED BY DECORATIVE SOFFIT MATERIAL I�SUFD 1)(JRSUANT To Cfl.' 161, F.S., z LLJ WR GRACE ICE&WATER SHIELD OVER 5/8' SUCH AS HARDIE BEADED PORCH PANEL �IAY BE RLQUI�RED. LLJ EXTERIOR GRADE PLYWOOD OVER LLJ U I-, ............. ................................. 5-1/2- POILYURETHANE SPRAY FOAM INSULATION CONVENTIONAL 2X WOOD FRAMING AS SUCH AS "ICYNENE LD-C-50-V2* OPEN CELL AT SPECIFIED BY STRUCTURAL ENGINEER. �lr .......... UNDERSIDE OF ROOF SHEATHING 9 V) uj I L ;D < aj r-, APPLIED TO ACHIEVE THERMAL AND AIR BARRIER No. Lu U V) C) Z j 2X6 WOOD 0 OKERS - C14 5-1/2- POLYUREMANE SPRAY FOAM INSULATION S ETS 1/2' GYPSUM BOARD PANNING BETWEEN BRACK -C-50-V2 ry CD - SUCH AS "ICYNENE LD TO SUPPORT EXTE DED ROOF < oi� C) :::) "q OPEN CELL AT UNDERSIDE OF ROOF SHEATHING EXISTING ROOF > N f.— 0 APPLIED TO ACHIEVE R-20 THERMAL WESTERN RED CEDAR SHINGLES VAULTED CEILING HARDIE BEADED PORCH PANEL < 0 0 0 BARRIER AND AIR SEAL PER ASTM E-283 TO MATCH EXISTING OVER BETWEEN OUTILOOKERS. DRIP FLASHING TO MATCH EXISTING LL Lu 01 1 1 LL WALLS -7 CL ROSOCO R-GUARD SPRAY WRAP TYPICAL EXTERIOR JOINT PATTERN PERPENDICULAR REQUIRING NO ADDITIONAL INTUMESCENT IGNITION HERE CONSIDERED WHITE PAINTED ALUMINUM BARRIER AT HABITABLE ATTIC AREAS. OPEN NEW ATTIC TO OLD. EXISTING ATTIC MEMBRANE OVER 1/2' EXTERIOR 2X6 WOOD STUDS AT 16" CENTERS. TO OUTLOOKERS. SET OVER PT I X2 WOOD OVER 2X6 WD FASCIA HAS SPRAY FOAM INSULATION ALREADY. GRADE PLYWOOD SHEATHING WALL CAVITIES TO BE FILLED WITH -.R-19 FIBERGLASS BATT INSULATION. AND SANDWICHED BY LAYERS OF ROOFING ATTIC TO BE SEMI-CONDMONED SPACE. OVER 2X6 STU)S MEMBRANE OVER PLYWOOD SHEATHING A 1/2' GYPSUM BOARD DOOR AND WINDOW CASING HEAD TRIM SHOWN HERE AS TO MATCH EXISTING < ASSUMED EXISTING DETAIL AT EAVE IN THIS LOCATION. NEW BEAM AT ATTIC TO SUPPORT ENDS DEWL AZEK CROSSHEAD PEDIMEN[f WFFII INTEGRAL FLASH ...................................... DETAIL MAY REMAIN UNCHANGED OR ALTERED TO MATCH E NEW AS SHOWN. CONTRACTOR TO DISCUSS EAVE DETAIL OF EXISTING ROOF FRAMING TO ACHIEVE FLUSH ING. SEALANT AT INSIDE OF FRAME ALL U NO CEILING AT EDGE OF NEW VAULTED C�EIUNG SEAL TOP OF FLASHING WITH AROUND TO MAINTAIN ENVELOPE IN GENERAL WITH OWNER AND ARCHITECT. OWNER TO PROSOCO R-GUARD AIR BARRIER I r:�: DETERMINE PREFERENCE REGARDING GUTTERS, SOFFIT FAST FLASH. EXISTING EAVE CONDITION HERE MAY BE LEFT ALONE OR MODIFIED TREATMENT AND TRIM DETAIL ARCHITECT SUGGESTS TO MATCH NEW EAVE CONDITION HERE CONSIDERED TO INCLUDE AZEK TRIM OVER EXISTING CONSTRUCTION OF MOCK UP TO ILLUSTRATE AND TEST EXPOSED RAFTER TAILS AS OUTILOOKERS WITH ENDS COVERED BY WHITE PAINTED WESTERN RED CEDAR OR CYPRESS TIMBER BRACKET 2 ASSEMBLED WITH STAINLESS STEEL SLIDING GLASS DOOR SQUARE CUT FASCIA BUT LEFT OPEN AT BOTTOM. INFILL BETWEEN CEDAR SHINGLES DETAILS AS DRAWN IN OPTION 1. BOLTS WITH TRADITIONAL NOTCHED DETAILS IN TURN SEE DOOR SCHEDULE OUTLOOKERS AT ENCLOSURE WALL CONSIDERED TO BE WHITE PAINTED BOLTED TO BLOCKING AT WOOD STUDS AT WALL MANUFACTURER TO MATCH EXISTING 2X WOOD BLOCKING. NO VENTING AT EAVE. ATTIC IS SEMI- CONDITIONED SPACE. OR TO BE SELECTED BY OWNER BACKER ROD AND SEALANT BETWEEN WINDOW FRAME AND IM WOOD CAP COVERED WITH COPPER FLASHING AS TOP OVER 6X6 POST AS PART OF RAILING SYSTEM APPLY R-GUARD JOINT SEAM FILLER AT ALL CORNERS OF DOOR GENERALLY CONSISTING OF 2X2 PICKET BALUSTERS AND WINDOW OPENINGS. COVER INSIDE OF OPENING AND FACE 5/4 X 4 AZEK TRIM SPACED AT 5* CENTERS SCREWED TO 20 RAILS AT TOP OF WALL 6" OUT FROM OPENING WITH R-GUARD FAST FLASH. AND BOTTOM CAPPED WITH 2X6 TOP RAIL COVER FAST FLASH AND ENTIRE EXTERIOR WALL WITH R-GUARD ALL RAILS ATTACH TO POSTS THAT GENERALLY SPRAY WRAP. SET DOOR OR WINDOW INTO WALL OPENING WITH EXISTING CEDAR SHINGLES PIERCE MEMBRANE TO BE SECURELY ATTACHED TO FLANGE LAPPING OVER SPRAY WRAP. COVER HEAD, JAMBS AND DOOR AND WINDOW CASING TO MATCH EXISTING ASPHALT SHINGLE ROOF TO MATCH EXISTING SILL FACES OF WINDOW FLANGE WITH FAST FLASH FROM WINDOW FLOOR FRAMING. MEMBRANE TO RUN ONTO FACE FLOORS AT SECOND FLOOR DECKS CONSIST OF T&G PLYWOOD OF POSTS UP TO DECK LEVEL ALL RAILING PIECES FRAME OUT ONTO SPRAY WRAP AT WALL DOORS TREATED TO BE INSTALLED PER MANUFACTURER SEALANT AT INSIDE OF FRAME ALL ROOFING MEMBRANE SUCH AS WR GRACE ICE&WATER SHIELD TURNS UP RECOMMENDATIONS OVER SELF ADHERING EXTERIOR GRADE SUBFLOOR FASTENED TO SLOPING PRESSURE TREATED TO BE WESTERN RED CEDAR OR CYPRESS PAINTED WHITE. WE EXCEPT SILL SET IN SEAM WITHIN PREFABRICATED SILL CONVENTIONAL 2XlO WOOD FLOOR JOISTS PER STRUCTURAL DRAWINGS. PAtl IN TURN SET INTO SEALANT ON PLYWOOD FLOOR SHEATHING. AROUND TO MAINTAIN ENVELOPE WALL 8"JO BE MEET PROSOCO R-GUARD SPRAY WRAP AT WALL WATERPROOF ROOFING MEMBRANE SUCH AS CEILING BELOW SUPPORTED BY LEVEL 2X6 CEILING JOISTS. PORCH AIR BARRIER TRANSITION JOINT COVERED BY PROSOCO R-GUARD FAST FLASH THAT WR GRACE ICE&WATER SHIELD OVER 5/8' SUBFLOOR IS TO BE COVERED WITH SELF-ADHEREING WATERPROOF 9�&KER ROD AND SEAM BETWEEN WINDOW FRAME AND TRIM EXTENDS DOWN TO COVER TOP OF STAINLESS STEEL `L` FLASHING WHERE EXTERIOR GRADE PLYWOOD OVER 7 it MEMBRANE SUCH AS "BI-TEC IMPERFLEX USA*. LOWEST EDGE OF DRAINING LI Li ROOF MEETS WALL BASE LEG OF FLASHING SET IN SEALANT OVER CONVENTIONAL 2X WOOD FRAMING WITH JAMB I ADDED 06 OUTLOOKERS OR 4X6 WOOD RAFTERS. SURFACE TO BE COVERED WITH STAINLESS STEEL FLASHING WITH DRIP WOOD RAILING SYSTEM MIN. 36"ABOVE DECK. ICE&WATER SHIELD AT ROOF THEN COVERED BY ASPHALT SHINGLES. EDGE. WHERE DRAINAGE PLANE MEETS VERTICAL WALLS, PROVIDE STAINLESS STEEL "L" FLASHING SUCH THAT FLASHING RUNS UP WALL MIN 2'-34- EXISTING 2'-4- 4'. SEAL TOP OF FLASHING TO PROSOCO SPRAY WRAP AT WALL SHEATHING WITH STRIP OF PROSOCO FAST FLASH TO BE COVERED WITH 4X4 INTERMEDIATE POSTS 4 TRANSITION FROM PLYWD TO IX6 CEDAR SHINGLES. WHERE WOOD PORCH POSTS PENETRATE PORCH FLOOR, z: DETAIL INTENDED TO COMPLETELY SURROUND POST BASE WITH STAINLESS STEEL FLASHING. FILL AT 4X6 FOR EXTENDED SOFFIT. ACCOMMODATE GUTTER BUT MAY BE PREFERRE[ CONSIDER USING IX6 AS SHEATHING TOP OF FLASHING AT WOOD POST WITH CLEAR SEALANT. TREAT FLASHING DOCI SIL SET It TO C Ul TOM ST NNILE 3S STEI L PAN FL�SHI� FOR ENTIREPORCH ROOF 12 EVEN WITHOUT GUTTER WITH PRIMER AND THEN APPLY GRANULAR COATED WATERPROOF CAP )Fl PLA! , SIL- PAt BY JA ASILL C DRIP. W TH S ED E A(IK k 0 SHEET SUCH AS *BI-TEC IMPERFLEX MSA' TO SEAL OVER ALL FLASHING C) E ID D� 3. DOOR SLLS�Afl) 10 PAN TC PRE ffftllf? AND 4 ATTACHMENTS AND CREATE WATERPROOF SEAL COVER AREAS WHERE CAP NR III �uslol. PpN IING SE T INT) PROE 0 FA 3T FLA�H 1-0 - WA SHEET MEETS BASE OF FLASHING WITH UQUID APPLIED BITUMINOUS C) THAT RUNS PUT FROM U IDER S LL At ID DOW 4 --ACE 0. 1 SEALANT AT INSIDE OF DOOR FRAME 1 X2 PT NAILER OVER COATING. LOOSE LAY 1X4 PRESSURE TREATED SLEEPERS RUNNING WITH )'A R FOP Off STTLES; I FLA.'H 4G IR AINA�N�WW%PRO(F ALL AROUND TO MAINTAIN ENVELOPE l'-6- >-< 1 X WOOD TRIM OVER ................. DECK SLOPE AWAY FROM BUILDING ENCLOSURE WALL ATTACH 5/4 X 6 ME B E DEC C AIR BARRIER DRIP FLASHING TO MATCF EXISTING 2X6 ROOF RAFTERS 2X WOOD FRAMING HERE CONSIDERED WHITE PAINTED kLUMINUM IPE WOOD DECKING SUCH AS THAT PROVIDED BY ADVANTAGELUMBER.COM WITH JOINTS RUNNING PERPENDICULAR TO SLOPE. DETAIL END OF DECK PLAN SET OVER PT IX2 WOOD STRIP AS SHOWN SO THAT ENDS OF SLEEPERS ARE NOT VISIBLE BUT WATER IF E 4WD �TRIP IAT BASI )F SI-L SET 0)ER F RC SOC( FLOOR FINISH TO BE DETERMINED. AT UNDERSIDE OF SOFFff. DRAINAGE IS NOT IMPEDED 2X10 JOISTS 016* OC FA)T ov- ql-ES� �TEEL F.ASHING TER10ATIN HERE CONSIDERED IX PRE- UNVENTED ATTI ALUMNIM GUTTER CUT TO EXTEND PAST BEAM ENGINEERED T&G WOOD 1X AZEK TRIM N�TERP?C)F D!-C ME AE RANE s \ �—1 SCREW lX2 OR LARGER FACE STRIP OF WOOD AS 2X4'S CEDAR 12 z I CONVENTIONAL WOOD FLOOR FRAMING TO ENDS OF SLEEPERS TO COVER VOID UNDER SHINGLES DECK AND MASK FLASHING STRIP AS POSSIBLE 4 RE CONSIDERED 2X12 JOISTS ;4*044464,441'I'S" 'IV, 1 4 A AT 16* CENTERS. MATCH EXISTING. - I I �y FLASH STAINLESS STEEL 3-1/2" OPEN CELL SPRAY FOAM FLASHING SANDWICHED BETWEEN LAYERS OF OR 5-1/2' FIBERGLASS BATT TRI ROOFING MEMBRANE AND EXTENDING -INSULATION AZEK RAMS CROWN TRIII OUT OVER PT 1 X2 TO HEMMED EDGE DRI 77 OVER 'JI-JA't MLEA I FNIM CROWN, CASING AND BASE TRIM HOUSING FOR RETRACTABLE SCREEN AND MOTOR :;-I'- x TO MATCH EXISTING SIZE TO BE CONFIRMED ONCE MANUFACTURER Z SECTION AT 5OUTH FACE AND MODEL ARE SELECTED. HERE CONSIDERED 2X6i 3 SCABBED ONTO "RECESSED EXECUTIVE SCREEN WITH 4" ROLLER" TO CREATE LEVEL SOFFIT 06 OUTLOOKERS WITH AZEK TRIM 1X6 T&G V-JOINT PINE WOOD SOFFIT IX AZEK TRIM BY PHANTOM SCREENS. AZEK RA OIS CROWN TRIM AZEK RAMS CROWN TRIM ROUND CUT ENDS OVER EXISTING 24" D.C. ATTACHED TO FRAMING 1X AZEK.TRIM FINISH TO BE DETERMINED MITERED AND GLUED PAINTED WHITE 1.75*Xg.25* LVL!S IX6 T&G V-JOINT PINE WOOD SOFFIT CONSIDERED EITHER LIGHT STAIN CEDAR SHINGLES 1" ACTUAL THICK AZEK PVC TRIM BOARDS PAINTED WHITE FINISH TO BE DETERMINED OR PAINTED WHITE '4 J" 6X6 PT SYP W)OD POST HERE CONSIDERED EITHER LIGHT STAIN OR PANTED WHITE I I q CHANNEL FOR SCREEN TRACK 1X6 T&G V-JOINT PINE WOOD SOFFIT ;> PANTED WHITE HERE SHOWN AS ROOF SHEATHING OVER RAFTER t! -0. TAIL OUTLOOKERS CUT DOWN 4X4 PT SYP WOOD POST TO ACCOMMODATE SOFFIT THICKNESS. JAMB I OPTIONS INCLUDE ADDING DECORATIVE 4'71 PT SYP V DOD POST SOFFIT MATERIAL AT UNDERSIDE OF 6X6 CONTINUOUS PLYWOOD SHEATHING. POST COVERED WITH 5/0 CHANNEL FOR SCREEN TRACK Al AZEK TRIM. FINISHED SIZE MAY REDUCE TO 5" SQUARE CD PLAN CC) AS PRACTICAL pw CHANNEL FOR SCREEN TRACK ----77777 > EXISTING 4X4 PT SYP WOO POST 10" SQUARE SHAFT TUSCAN STYLED F_ AT CORNER 5� HB&G PERMACAST COLUMNS EXISTING CEDAR SHINGLES CHANNEL FOR SCREEN TRACK 10' Sot SHAFT TUSCAN STYLED HB&G F ERMACAST COLUMNS AT WALLS POST BEYOND WITH TRIM CUT TO FIT AGAINST WALL WHITE PAINTED WESTERN RED CEDAR RAILING, BUT S kFT LEFT FULL 2X6 TOP CAP WITH 2X4 RAILS TOP AND Dool! 3ILL,SET it Fro c U�Tom C(PPFF ILL F At H NO A OR Ili STIC S ILL PAN JAM 3fl L CO iF WET i SEALI D BACI i No COLUMN BASE SET ONTO CONCRETE BOTTOM SANDWICHING 2X2 PICKETS EXCEPT ENE I AMS. I OOk SIL :3EALE D TO F At TO ff EVENT VATEI i NO L-,1'-c' OR STONE TILE COVERING 2X4 PICKETS UP AGAINST 6X6 AND LARGER POSTS HI 4( SET It 0 F RE SLOPE MADE UP IN LONGER Al� NTRFTN. PAN F LAS SOCC fAST SH 2X2 PICKETS TiAlr RU OUT F]FG1I,U E? Sllf D 10 VMN � OF IN ILL SHAFT AT PORCH FRONT >" 11) C-4 2X4 PICKETS EXISTING DECKING TO BE REPAIRED AGAINST POST WOOD SIR P M)T(HING DECKIN01 BS- OF S11 EXISTING CONCRETE PORCH FLOOR AND STAIRS >< OR REPLACED AS REQUIRED ::7 SET )VER PROSOIC FAS N'EMBFQE. CONSIDEi COVERING WITH STONE TILE OVER SETTING BED FRAMING SHOWN IS CONCEPTUAL, TO BE DETERMINED IN THE FIELD STRUCTURAL ENGINEER TO DETERMINE PROVIDES ADEQUATE SUPPORT FOR IF EXISTING CONCRETE FOUNDATION r CONVENTIONAL WOOD FLOOR FRAMING NEW PORCH POSTS HERE CONSIDERED ,P? F I V FF 2' 49 N, 2X12 JOISTS Y" T�711,77 le Al 16' CENTERS. MATCH EXISTING. 2 2XIO'S 016' CENTERS 2XlO'S 016"' CENTERS 3-1/2*�CLOSED CELL POILYURETHAN P" E NOV 07 2013 .... ..... .......... SPRAY FOAM INSULATION : .� : � ;... .. .... ......... .......... ... .......... F1 - cl ................... ..................... 7171, .......... ...... V v!-\I L-h, EXISTING CMU STEM WALL AND ........... .......... .......... ..........I I ..........I LSOUR .. ........ E MANAGENIEN' PERIMETER FOOTING PREVIOUSLY :::�-i i i=w SUPPORTING ONE FLOOR NOW ...... .... ......... ......... .......... SUPPORTING TWO WITH El -— ---------- ...... .......... ..... ...... .......... .......... ........... .......... . T, - i--* --*—ill.......... .......... .......... ..... An — i " : .........i 1 1 it ....1 i 1. ...... ......... ...... ......... STRUCTURAL DRAWINGS J J HELICAL PIERS ADDED PER 2 1.75"X9.25* -VL!S 2X AZEK TRIM BOARDS ........... ..... .......... ....... it FOR MODIFIED FOUNDATION i.,:.mm:mmj I SCREWED TO 4X4 POSTS x PROPOSED .... .......... .......... 4=i WITH STAINLfSS STEEL SCREWS 3� 5� .......... .......... .... .......... .......... ...... WALL 4X4 PT SYP POST 6X6 PT SYP POST EXSITING STEM WALL AND FOUNDATION ............ .......... ! i............ . .......... .......... .......... .... .......... ......... .......... .......... i .......... i ......... SECTIONS .......... HERE UNCHANGED .......... .......... .......... .. ..... .......... �j z a :.......... it ..... ...... 77-- fill - Q - ". . ..'q A I ....... ..... ........ ... ...... ----- .......... ........... ........... ........ ........ .......... ....... ------I ! ti, i .......... ..... ... .......... ...... ...... . .................... ......... .......... ....... ........ . ......... .......... ........ ......... 4, .......... ... .......... .......... ....... ...i .......... ......... ... .... .......... .......... .......... . ........ .... ......... ......... ... ....... ......... ... ..........i .......... .......... .......... .......... .......... .......... ............ ..... ....... .......... .......... ......... .......... .. .......... .......... .......... I. .......... ..... .......... ... .......... .......... .......... .......... -28-13 10 W&L SEC'1110N WALL SECTION D WALL SECTION- OPTION 1 WALL SECTION- OPTION 2 F F Q J -PD Old T 2831 H M M :N ON C ARM 'AS' JM:BOARD rR AZEK T IN OVER EXIS ... .... . ...... CEDAR SH _J s ...... ...... 01- 'o 0 < co N ',I- 00 n — o C,� ou �,j j CIO — 0 cy) : �J,J, i 11 � 31 )) 'Y J, < u o N CD J* 2 J* 2 10 Lu Lu -k, N < 0 'T, m Lu Lu U < Lk J, x n Lu Lu u- i, J, I j -L I < �J V) (/5 Lu -T Lu 00 LJ.J U_j = ry tj—k j ry LLj U CD Y V-0 LL.1 j j, =D M.- C) �77 77 �771,711 Lu \7 7. V) C) Lu — C) c� C ME. �j j: 01 < LL Lu 'J2 LL- Z CL Z: ..................... . .......................... ..... ............. ..........—............ ............ ............. U-) LC) .......................... ............ ............ ............. .../ 4, 72,7 77- 77?7 ............. APPROVEDPLAN AS PERMTTT zj -7 1 Mill /.y D ff J, ............. ............. ............. AND COASTAL SYSTEJvJS ........... ............ -, BEACHES -BY* BUREAU Of ............ &X FLOR IDA DEPTOF ............. 'NVIRONNI-ENTAL PROTEC'rj ON \\\41, .. .. ........ APPROVED CONSTRUCTION AND ANY OnTER ATYaTORMD .3))J ) 31 )) ACTIVITIES MUST CONIPLY WITH ALL CONDITIONLS OF TFIE P7-)Ioo �y i 4 CONSTRUCTION AND 8 2 ACTIVITIES ARE, STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED THE IN 11ROJECT DESCRIPTION, THIS PERIV T ISSUED MRSUANT TO Cti. 161, F.S., -AND OTHER PERTA&VI'S 1 0 is MAYBE Rf, D. �QUIIT A 100 / REVIY�V�LD � DA I E PEIQ IIT NO 12 -o!!� 24 2 51 ) 1 ;1 4 12 3 —IC-4 —1cN Ln r-- 1 —0 -0 fjo �2 3 24 '12 L,2 52 — ,,4 Ln N Ln C=) C=) Lj CD 41, CD 1 —0, 0, .10 51 2 A V. -0)) T01 11 40 > N 6 12 j —1cN k -J� 31 j, 'J, J, J, -J, J T, Ln T 77 ,77777 7 J , ............. ........ F777 ............ ........... ENLARGED --7 ............ ............. ............ DETAILS OF .......................... ........ ....... > .................... ........ ......................... ........................ I I SHEET 11 .0 ............. ........... J. ............ ............ .......................... ................... ......................... WALL .......................... ............... ... ........ ........... .......................... ............... ... ......... ............... X SECTIONS 7 .............. ........... ......................... ........... ... .............. Ln .......................... ........... ......................... .......................... 2 .............. ................. ................... .................. ....I............... .................... 40 C-0 10-28-13 < ....................... .......................... .............. .......... . ...... ........................ .................... ......................... ......................... 3)) Ig, 3 4 ................... ................ i 00 </ ....... ..... ............ ..................... 40 ......................... .............. ......................... ...... . ......... .......................... .......................... ..... ............ ................... ........................ ............. - ---------tL ................. AV Aw 10 PROVIDE CLOSURE WITH METAL FLASHING EXTERIOR GRADE PLYWOOD ROOF SHEATHING AS PRACTICAL WHERE HEIGHT BETWEEN 0- -'o 0 EXTENDED OVER OUTLOOKERS WITH UNDERSIDE ROOF AND RAKING SOFFIT DIMINISHES < �) N 'It COVERED BY DECORATIVE SOFFIT MATERIAL TO LESS THAN DEPTH OF FASCIA 00 EL -�o N 00 SUCH AS EK 5-1/2-V JOINT BEADBOARD < (-) APPROVED PLANI AS PERMITTED 0 CD Cy) �6 < U 0 N < BY BUREAU OF BEACHES UJ 0 Lu 10 AND COASTAL sys,rEMS — CD -4- 2'-0' 2'-0' 2'-0' GENERAL NOTES: Q:� FLORIDA DEPT OF Lu < CD 1. INSTALL ALL MATERIALS PER MANUFACTURER RECOMMENDATIONS. ENVIRONMENTAL PROTECTION Lu < U < V) 0 C�' ROOF IL < Lu LLJ X 2. THESE DETAILS ESTABLISH ARCHITECTURAL INTENT. THE ARCHITECT RECOGNIZES THAT EXISTING V) V) Lu u- TICES MAY SUGGEST ALTERNATIVE TREATMENTS. THE ARCHITECT \f'I1fWVT1) CONSTRUCTION AND ANY OTHER AUTHORIZED Lu CONDITIONS MAY VARY AND BEST PRAC WELCOMES SUGGESTIONS BY THE CONTRACTOR FOR EQUAL AND BETTER APPLICATION METHODS BEFORE "('['I\'I FILS MUST CW/IPLY WITH ALL CONDITIONS OF THE C) Lij u-j Z LLJ AND DURI THE CONSTRUCTION PROCESS. IT IS IMPORTMT TO DISCUSS CHAN GES WITH THE ARCHITECT PI:P\I 11'. CONS I R I CTI ON AND ACTIVITIES ARE STRICTLY I (:mD PRIOR TO EXECUTION SO THAT THE ARCHITECTURAL INTENT CAN BE BEST PRESERVED OR ENHANCED. EL U 14 'IIOWN ON THE APPROVED PLANS - I�\I HT'1) 10 ['110SI,' BOTH S V) LLJ EXTERIOR GRADE PLYWOOD ROOF SHEATHING 011) USITI) IN 'IHE MOJECT DESCRIPTION. THIS PERINUT V) < n ry cQ P-, EXTENDED OVER OUTLOOKERS WITH UNDERSIDE is 1SstTD PU16UANT TO C14. 161, F.S., AND OTHER PERNIrf S LLJ 12 < E LLJ V) COVERED BY DECORATIVE SOFFIT MATERIAL SUCH AS HARDIE BEADED PORCH PANEL MA B 0� Li-i — 0 1/2' GYPSUM BOARD < 0 CD < 0 0 12 HARDIE BEADED PORCH PANEL 1 CL z Y I CONVENTIONAL 2X ROOF FRAMING BETWEEN OUTLOOKERS. H uj 2X6 WOOD OUTLOOKERS 1U,"A E W E D- DATE PERMT NO. SPANNING BETWEEN BRACKETS SEE STRUC11IRAI:-DRAW1NGS FOR DETAIL. JOINT PATTERN PERPENDICULAR 4 TO OUTLOOKERS. EL TO SUPPORT EXTENDED ROOF VAULTED CEILING, 1'-6 c"c 2-0. 12 DECORATIVE AZEK TRIM 5-1/2- POLYURETHANE SPRAY FOAM INSULATION AS FRAMED PANEL "CIT SUCH AS ICYNENE LU-C-5042" OPEN CELL AT 3'-8- L a ALL MEMBERS 5-1/2" THICK WITHIN CEDAR SHINGLES o�� UNDERSIDE OF ROOF SHEATHING APPLIED TO ACHIEVE THERMAL AND AIR BARRIER j Tr Tr V17-1 7771,111VI I I "4� x�V31 U U AZEK TRI (xf� OVER SH GLES To" CONVENTIONAL FRAME.ICEILING RAFTERS CUT LEVEL AT BASE TO CREATE FLAT BETWEEN OUTLOOKERS. CEILING AT EDGE OFAULTED SPACE HARDIE BEADED PORCH PANEL AZEK CROSSHEAD PEDIMENT JOINT PATTERN PERPENDICULAR OR TRIM TO MATCH EXISTING TO OUTILOOKERS. TYPICAL TIMBER BRACKEF 3 < WESTERN RED CEDAR OR CYPRESS PAINTED WHITE 1/2' GYPSUM BOARD, AZEK TRIM OVER WINDOW HEADER TRIM. 6'-8"TALL DOOR INSTEAD OF IYPICAL 7'-0" DOOR 1/2" GYPSUM BOARD AT EXTERIOR BECAUSE OF RAISED SILL AT CURB > FOR WATER CONTROL AT BALCONY WESTERN RED CEDAR SHINGLES TO MATCH EXISTING OVER PROSOCO R-GUARD SPRAY WRAP MEMBRANE OVER 1/2' EXTERIOR co GRADE PLYWOOD SHEATHING CLAD WOOD CASEMENT WINDOW, SEE WINDOW SCHEDULE FOR DEFAJL OVER 2X6 STUDS AT 16' CENTERS MANUFACTURER TO MATCH EXISTING OR TO BE SELECTED BY OWNER to ------- SEE NOTES AT EAST DECK 5-1/2' FIBERGLASS BATT INSULATION 54 3* S- P" WINDOW TRIM TO MATCH EXISTING ROOFING MEMBRANE SUCH AS WR GRACE ICE&WATER SHIELD TURNS UP WALL 8"TO BE MEET PROSOCO R-GUARD SPRAY WRAP AT WALL ...... BRACKET 1 3-1/2' OPEN CELL POLYURETHANE SPRAY FOAM INSULATION TRANSITION JOINT COVERED BY PROSOCO R-GUARD FAST FLASH THAT EXTENDS DOWN TO COVER TOP OF STAINLESS STEEL "L" FLASHING WHERE AT UNDERSIDE OF FLOOR SHEATHING DOOR THRESHOLD SET ON CUR4 ROOF MEETS WALL BASE LEG OF FLASHING SEr IN SEAM OVER 'co WOOD BASE TO MATCH EXISTING ICE&WATER SHIELD AT ROOF THEN COVERED BY ASPHALT SHINGLES. I TO HELP WITH FLASHII Iq CD HERE SHOWN AS 1 X6 AND WATER CONTR)LI IPE �D AT 1 MES LD 3'-2- ALL MEMBERS 3-1/2"THICK CANTILEVER 2X12 FLOOR FRAMING ALUMINUM FLASHING SET IN SEALANT SEE STRUCTURAL DRAWINGS SEE NOTES AT EAST DECK IT OR 2.5 OVER WATERTABLE 12 SPRAY FOAM BATT INSULATION U U 2'-0' clk BATT OR SPRAY FOAM 7,77-77—D ........... SOUND INSULATION '7� AZEK WATERTABLE X c NEW FLOOR FRAMING AZEK 5/0 10 NEW STRUCTURAL BEAL---- NEW FLOOR JOISTS TAPERED 1/2' TO DRAIN TO NORTH 5-1/2" OPEN CELL POILYUREfHANE SRAY FOAM INSULATION UNDERSIDE OF FLOOR JOISTS 3-1/2' OPEN CELL POLYUREFHANE SPRAY FOAM INSULATION COVERED BY DECORATIVE SOFFIT MATERIAL AT UNDERSIDE OF FLOOR SHEATHING CONTINUED DOWN TO 'psi- STRUCTURAL BEAM SUCH AS AZEK 5-1/2" V JOINT BEADBOARD WALL TOP PLATE OR HARDIE BEADED PORCH PANEL OVER TO SUPPORT NEW SECOND FLOOR WALL OFFSEr TO SOUTH TO ACCOMMO PLYWOOD UNDERLAYMENWT S AS TOP SLOPES WITH DECK HARDIE BEADED PORCH PANEL HOLD BOTTOM OF TRIM LEVEL BETWEEN OUTLOOKERS. ZONING SETBACK. SEE STRUCTURAL JOINT PATTERN PERPENDICULAR. DRAWINGS FOR DETAIL EXISTING WALL TO,OUTLOOKERS.� AZEK RAMS CROWN TRIM RECOMMENDED SOUND INSULATION OVER 5/4 X 4 AZEK TRIM AZEK CROSSHEAD PEDIMENT h 11MBER BRACKEf I WESTERN RED CEDAR OR CYPRESS PAINTED WHITE DECORATIVE AZEK TRIM JAMB AS FRAMED PANEL WITHIN CEDAR SHINGLES FIBERGLASS BATT INSULAION 1/2- THICK IT 2'-0' WESTERN RED CEDAR SHINGLES U PROSOCO R-GUARD FAST FLASH TO MATCH EXISTING OVER PROSOCO R-GUARD SPRAY WRAP MEMBFME OVER 1/2- EXERIOR 12 BACKER ROD AND SEALANT TO CREATE COMPLETE AIR SEAL In APPLY SEALANT AT INTERIOR SIDE OF WINDOW FRAME 41 GRADE PLYWOOD %EATHING OVER 2X6 STUDS AT 16'CENTERS 4 AT WINDOW FRAME 'Z' WINDOW TRIM TO MATCH EXISTING PROSOCO R-GUARD SPRAY WRAP VAPOR PERMEABLE WATERPROOF MEMBRANE COVERING FACE AND OR GRADE PLYWOOD SHEATH 5/4 X 4 AZEK TRIM UNDERSIDE OF EXTER] WITH ALUMINUM EDGE DRIP AT BASE OF WALL AZEK TRIM 20 41 8 OVER SHINGLES 04 3' EXISTING SCREEN WALL RED TO BE REPAIRED AS REQUI PLUMB CUT OUTLOOKER AND FASCIA K STYLE CUTTER TO MATCH EXISTING BRACKET 3 OTHER SHAPES AVAILABLE IF DESIRED .......... 3 DMNG CMU STEM WALL AND Y PERIMETER FOOTING PREVIOUSLY SUPPORTING ONE FLOORNOW BRACKETS HERE CONSIDERED TO BE WHITE PAJNTED SUPPORM TWO WITH 3-1/2- CLOSED CELL POLYURET IME KILN DRIED NO.1 BALD CYPRESS OR WESTERN RED HELICAL PIERS AM PER SPRAY FOAM I SULATION PROPOSED CEDAR TIMBERS ASSEMBL.ED WITH STAINLESS STEEL STRUCTURAL DWNGS BOLTS. LAG BOLTS PREFERRED WITH SEALED ENDS WALL '�FOR MODIFIED FOUNDATION. WALL SECTION—ALTERNATE EAVE DUAIL AGAINST WALL OR ROOF. EMPLOY TRADITIONAL NOTCHED RUB WALLS WITH CEMENT SLURRY DErAJLS AT CONNECTIONS. ATTACH BRACKETS TO WOOD TO ACHIM DESIRED APPEARANCE, BLOCKING AT STUD WALLS WITH STAINLESS STEEL BOLTS. SECTIONS PLUG MY VISIBLE HOLES WITH WOOD PLUGS CUT FLUSH. 7 77 ............ rrT. . . -�T, 7T x X i i.......... .......... . .......... I M I F .......... . .......... .......... i ..........i - 1VF . . . ........... .......... .......... RECE WEI ...... ......... . .i I I I' -I 11. P. 1=1 I Ittl I M F-1 I Ell NOV 07 2013 I=- 12 ,, 0 P'. r>', A .. ........P.. P 4 P, DIVISION U�- vv'�,I tv\ ........... .......... RESOURCE MANAGEMEN' 10-28-13 .......... .......... ......... .......... ........ ....... ...... .. ..... .......... .......... ........ ....... .......... ...... .... ...... ...... ....... .......... ..........E 1::t 1 it-J I i=1 1 M i i -'F 7� ........ ........ .. ......... ...... ......... ........ ......... .......... .......... .......... ......... ...I I I ...... ...... ...... ... ........ .......... 0()j WALL SECTION G H P�LEL 12 No 01 01 -'o CD < y 'T 00 00 EL 00 < cy) "11),j, 11-11J., F__ — 0 co 1'6 0 k J-1, 't U 0 N Jj, _J, 1",, k-1 Lij 'o -4 jj, j yi. < u-_ 0 Lu T Lu < U < 0 a, T J-1, J, i, J_ ry _j )J, do .0 Ylf Lu 't .1, J, i, f n Lu Lu Ljj U Lc) J I I J, J T LLJ J, i, V) < co LLJ n < LLJ V) Lj Lu < ry 12 c) OZ \\Ty. ',I, IT y T A < CL o" LL_ Lu Z 10 _V -14 o 7, CD f, J41 It J,J, il I 't"J"j, J"ll J, J_ t j If lf 't J, J, J, PROVEDPLANASPERMWED B Y BUREAU OF BEACHES AIND COASTAL SYSTEMS L IN IV'MIN 16' D APPROVE CONSTRUGIION AND ANY OTHER AUTTIORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF TIM- LIMITED TO ITIOSE BOTH SFIOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CIL 161. F.S., AND OTHRR PERNUT9 TVIA Y B E RE,Q U IRED. /3 7 FERNIIEf NO. 12 11141 Q0 y Hi / b III JAMB f 1— J, )"k Lu Jj_i, k JJ_f_:� J,)l), J, 1, 'L J, -y' 't. J-1, 1, ( ,t J, :1 * j —1c14 i, j, 't lk T �, f /ZIF p Ill 1 747 ....... 0) f y 1. j, f'j, Jl"Ji.j, X 1014 oo� 0 00 I gli N." �y \Y1 </ f I 12 2'—0 oo, loo Yl- 2.5 v if ......... "y 3 6 12 Y 2'-0" L oo, 12 07- 'T, J,IC J I( L,,j, jl J, J L x J, J_ I[- 00 J. I J, I J-1 i, J, lim"Il J, 1��If',I-i-j" i, J� < x ENLARGED T DETAILS OF x SHEET 12.0 WALL r:--ico Ln SECTIONS ..................... .................. ............ ............. ............ ............ : .......................... K ... ..................... .................... "A .......................... i .......................... .......... AR 12 ,, 1 AJ.......................... ................... .......................... .......................... ................. .......................... 10-28-13 Lc_) .......... ............ .................... ...................... ...................... ..................... ... ............... ............. x .................. y ...................... .......................... g Awl ......................... ......................... N L 10 .......... ............. Furever b .......... SPEEC:(FICATION FFATURES `10 ...................... �10 C-A CIA 00 C-A Finish: if 04 rfa�urpl�y etbelP_dAiri;Sh&,j will the testof drrze.A01 flrl_idhe�,�are, 00 C ifid; ldual y trc_itt�cl in�,:wjr, con' teri�;y:Jur mt�ticubus appfloatiorl ie5dts Y............ .. .......... C�l Lens: TempprEdgla, �J�I pe Gasket 1-40,j.�.ircg il -vvifh a hi�h t,�111PF SO GDG-3E8-TF Housing: Nlachitied i_fonu�ivL'. V) 120V LED Recowed LabeN: E TL Startidal d VVO-t Laibej telfpm,,!�/,Ulpinui C,Er L pi� C:� ,,�ori��ate Pour 4," S ------------------- .............. -A L------ 0 0 ------------ ------------- --------------------- ............. *......................... Law- ........... ................................. �i colorTenip: Amb�:t LED ...................................... .................----------------- Lei s: 0 0 0 13 0 0 0 0 0 0 13 3;i� EXISTING HVAC ....................................... ........................ Q ........... ...................................... 110w J`�fl 1111m.ddl COMPR. K;K ----------------- 13 11/e . I --:.. * _4 4........... ........................... 13 ......... ... EXISTING HVAC ;f:3 COMPR. -3 ............. .............. ... �'OGWP...................... .. .................................... .............. ........... .......... ...... ..................... ................k........ ......... 7`mm ........ ................................ ---------- .............\.................................................................... ----------------- INC ORDER INrOfINIA11ON -------------------- ----------------------------------- Model# opfii6 Collie T�lnp� ..... .. . ........... ............. ---------- ..................... ............... Or .................................. dFCI ....... .......... .......... ... ...... ... .......... ..... . .. . . . .. . .. . .......... .......... .......... .. .. . ....... ....... ........ S PJ GDO-3EB-T Anihir 1 1 8-24V MBR .............. .... .. . ... ........... ---------------------------- j -,�,rde A!, Gun I'Liad I r l",24 A 4 u4y �aw 4 42 L _j _4 -0 2' I 9FCII Bra&� PX-KID'ifln i VANVIAP&IGIATING.COM ----------—----------------------------------------------- —------------------------—--------------------—---------------------------------—----—--------------- ..........-..................................... ........................ . ..................../ DASAL LED CD ARCHITECTURAL LUMINAIRE C� LIGHTING !w COLLECTION .................. ......................... ....... . ... .. ........... ................................................................. ..................... ............. . . ............. .......... ........... . ...... ... ...... .................. . .......... .... . .................. ..................................... ..................................... . ................ -------------------- ----- - -- ---- ------- ------ 'tiT=---------------- ]A7-------------- P_ -1633 Beach Avenue jjrr House 4 ...................................... 2-115-01-C-AMB-FL-HC _1A UA AMBER LED :r:--Wz AQ \ GW AMBER LED TRIM Z_ -'A GWP a-SPECIFIC, TIONS. TrIeAqua.Amiber LED sdesigne(j i�i accordancewitn the Ffor�da F�ih&WRiNe 0 0 DO 13 13 0 0 _z ZL 11g,En, ConsvrvaWtl Cofllmlss!(Irl for Sea RjAfe 119�11 gweared wtt!t�e .1. dArnber LEDs,tha-ArjuaAmbe.1,LED ISStall0afId voitq a 0 lac,&Ste ped Bafteto ha�p� ------ ----- Tiji,�018 Ca$t;"Net jf),�Ot; ori listeo trim iriclud"a sihoIxie�;ealeo gla�1wis ____r— --------------------- ------------------------------- ifl either clear arfvo�ili g[al Ss. .. ...... ....... ------- — ------ kiound hole cutout varbAre"lingthiOnesg. LED Light Engine:(Suppli d and mounted in b1m) e # 16W(LED niedollo power consumption)minimum 2901m for TSi housings f Minimum dominant wavelength 58UM�designed in abcwdanpe with c FWC Sea Turtle Lighting requirement 4 1/4' 4 L70-50,000 hours f Easi IN acces,,sible forrelalaceme�j i Amber rrDaftdes contajo r!omefvury or Pad(Ral'S coalpj�art) .................. a ed d0se f0 nlerchand se f Wilma!rleol(JR)In i)earn--cao b pfa� Ider a` epts.1 le�ig atbes.so ry t Lanip N_ _G PROVED PLAN AS PERMI=D, AP CAUT]WT BY BUREAU OF BEACYIES FixtuvesnoLl'i lie. n4alled il an Hoplicatbri whare pl; iLffn let I I S '(113'F).Apr-,IicaL�ons.tliat�p.�ceed45�C�113'F),�,,Iilr�)siiu;nu.)Jorsh;ftin LED AND COASTAL SYSTEM 45'0 rliodluki,arid vuid livairatiLy FLORIDA DEPT OF T ENVIRONMENTAL PROTECT ION 1271ral� ELECTRICAL LEGEND APPROVED CONSTRUCTION AND ANY OTHER AUTHORMD HVITIES MUST COMPLY WITH ALL CONDITIONS OF THE ORDER GUIDE i,i:mia, CONsTRUCTION AND ACTI�UIES ARE STRICIVI H,0�51NQ' VOLTAGE TRAM RMSH GLASS SEA?i.D LENUMESMIT WALL SWITCH LIMITED TO THOIL BOTH SHOWN ON THE APPROVED PLANTI — $ DILD FANIE:-713' 120. 2-115 bi-wl�lite F-KC-53l,ed Gas-, kk-1 133�,',P�13 F Spot HC-Honeycomb.Fill ELECTRICAL PANEL— EXTERIOR PENDANT FIXTURE— TIIE PROJEur DESCRIPTION. THIS PERNUT DLo-r-AME-7P2 2774 a2-cllro�ri e R a Led, C-C,.ear Gas, A�,IDTL-26' Flood Y 11) LISTED IN N 3 WAY WALL-SWITCH $3 CEILING FAN EXISTING HOT WATER HEATER IS ISSVED PURSUANT TO CH. 161, F,S,, AND OT11ER PEFIms DLD-F-AVltl-7L' 05-Matte.SlIver ELECTRICAL METER �L 06-l3ronze METER 4 WAY WALL SWITCH $4 INTERIOR PENDANT FIXTjRE— W/ DIMMABLE LIGHT TO BE RELOCATED MAY BE 1'�EQUIRED. �Njdkel DUPLEX OUTLET =0 w =0 REMOTE SWITCH $R Id`V4_`WED DATE PERM1T NO. DUPLEX GFCI GFCI EXHIAUST FAN HVAC COMPRESSOR HVAC ON CONCRETE PAD COMPR. WITH INTEGRAL DOWN LIGHT DISPOSAL SWITCH $101sp CEILING FAN S DUPLEX GCFI WATERPROOF— =()GWp Note: INTERIOR LIGHTING FIXTURE WALL MOUNTED CLOSET LIGHT QUADROPLEX OUTLET AUTOMATIC WITH DOOR DPNG 1) S-Ejeotroiii,lov,,,oltage(LLV)dirrl P-0 10V ditrming 3) L-Lutron d.lMi-nitig 4) Consultfai,.Wryfor avaljaoil[ty SURFACE MOUNTED AT CEILING OR PULL SWITCH 5) ketetq.HDQsjng spaactOleeI5, FLOOR OUTLET LED UNDER CABINET— SMOKE AND CARBON MONOXIDE 21 49 80 sui WET LOCATION EXTERIOR LED TELEPHONE OUTLET 4 TEL �,S`7)4 1515 Broad0ta,,:iT.reet I Put Cwjitiaw rC I Cannda I V�G,GN12 "'I'EAR DETECTOR WIRED W/ BATTERY- MWMAIDE I !"A I r 4 D� DOWNLIGHT TO MATCH— LIGHT RECESSED AT SOFFIT— la.,F04.4i It t 644.4134.11188,8 us 220 VOLT OUTLET 220V TV OUTLET 14 TV BACKUP— CEILING MOUNTED Toll Fi 1900 464.9544 EXISTING FWC WILDLIFE CERTIFIC ATION V*VV!,&a s A 1 r..d.4l 1!0�i.(�0111 REV 0;1/13 JUNCTION BOX 91 DOWNLIGHT FOR WET (BWL NUMBER: 2012-042 DATA CONNECTION 4DC LOCATIONS WITH LENS WET LOCATION EXTERIOR LIGHIT_ JUNCTION BOX FOR TV 10 TV DIRECTIONAL RECESSED FIXTURE RECESSED AT OFFIT SPEAKERS MOUNTED TO El DOWNLIGHT OR RECESSED AT CEILING 220 VOLT JUNCTION BOX— 10 220V WP EXTERIOR WALL SCONCE WET,,LOCATION EXTERIOF STEP NEW EXTERIOR LIGHT FIXTURES VISIBLE FROM THE BEACH LIGHt FWC WILDLIFE CERTIFICATION FIRST FLOOR IRRIGATION CONTROLS OUTLET —=QIRR INTERIOR WALL SCONCE — FO NUMBER: 2012-007. SYMBOL FIXTURE TYPE NUMBER OF FIXTURES LAMP TYPE MOUNTING TYPE MOUNTING HEIGHT ELECTRICAL NOTE 5: LIGHT FIXTURES AT EAST SIDE OF HOUSE FACING THE NOTE 7: IF EXISTING SWITCHING COMPLETES CIRCUITS AT OUTLETS RECESSED CEILING FIXTURE BY DASAL 3 16 W AMBER LED 26' SPREAD RECESSED AT CEILING 8'-4" t/— PLAN NOTE 1 : NEW ELECTRICAL WIRING SHOWN AT AREAS OF OCEAN ARE TO SHINE DOWN EXCLUSIVELY AND MEET ALL CONSULT WITH OWNER ,:,,TO DETERMINE HOW SIMILAR TECHNIQUE INDUSTRIES, STOCK NUMBER: FLOOD W/ MINIMUM DOMINANT ABOVE FINISHED FLOOR ADDITION AND RENOVATION ONLY. ELECTRICIAN TO ASSESS REQUIREMENTS OF THE FLORIDA FISH AND WILDLIFE SHOULD BE USED AT NEW BEDROOMS. 2-115-01—C—AMB—FL—HC WAVELENGTH 588 NM AT FIRST FLOOR PORCH POTENTIAL NEED FOR ELECTRICAL SERVICE UPGRADE. EXISTING HONEYCOMB FILTER CONSERVATION COMMISSION WITH REGA D TO LIGHT FIXTURES IN WIRING FOR OTHER AREAS OF THE HOUSE TO REMAIN AREAS OF SEA TURTLE NESTING. NOTE 8: ASSUME ALL ,NEW SWITCHES IN PUBLIC LIVING AREAS TO BE UNCHANGED. DIMMABLE. CONFIRM WITH OWNER. STEP LIGHT FIXTURE BY SPJ LIGHTING, 1 FB-3W—CYL—TA1 05 RECESSED AT WALL 2'-0" NGINEER SHALL ASSESS NEED FOR NEW HVAC STOCK NUMBER: 3W AMBER LED ABOVE STEPS AT GRADE 13 NOTE 2: ALL ELECTRICAL WIRING TO BE INSTALLED IN NOTE 6: SMOKE AND CARBON MONOXICE DETECTORS ARE SHOWN HERE NOTE 9: MECHANICAL E SPJ—GDG-3EB—TF ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL TO REPRESENT RECOMMENDED LOCATIO S IN ORDER TO MEET CURRENT UNIT AND INSTALL ALL�-, NEW DUCTWORK AND EQUIPMENT PER FBC. BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT CODE REQUIREMENTS. EXISTING DETECTORS MAY ALREADY MEET THE NEW AIR HANDLER WOULD PROBABLY BE LOCATED IN SECOND FLOOR STEP LIGHT FIXTURE BY SPJ LIGHTING, 2 FB-3W—CYL—TA1 05 RECESSED AT WALL 12" ABOVE SECOND FLOOR DECK INTERRUPTERS PER NEC ARTICLE 210-12. CODE REQUIREMENTS AND MAY BE LOC kTED IN DIFFERENT PLACES. ATTIC. PROVIDE ATTIC 'ACCESS AS REQUIRED. STOCK NUMBER: 3W AMBER LED EXISTING DETECTORS MAY REMAIN WHEF E THEY ARE AS LONG AS THEIR 10-28-13 SPJ—GDG-3EB—TF HONEYCOMB FILTER NOTE 3: LAYOUT LINES GENERALLY REFERENCE THE CENTER F r. F I V , COUNT, GENERAL LOCATION, AND PERF RMANCE CHARACTERISTICS MEET E OF CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. CURRENT CODE REQUIREMENTS. NOV 07 2013 zl� NOTE 4: LIGHT FIXTURES TO GENERALLY MATCH EXISTING IN NOTE 7: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE ulvl6lulv kir VVP,IE-N V STYLE AND APPEARANCE. AT NEW INTERIOR AREAS SUGGEST U�E EXTERIOR AT THE EAST, NORTH, AND SOUTH SIDES OF THE NEW RESOURCE MANAGEMEN11 OF LED FIXTURES SUCH AS JUNO IC RATED DOWNLIGHTS WITH CONSTRUCTION WITH "'TURTLE GLASS" AT WINDOWS LIMITING 3000K COLOR TEMPERATURE AND 600 LUMEN OUTPUT. INSIDE—TO—OUTSIDE LIGHT TRANSMITTANCE TO 45% WITHIN THE VISIBLE RECOMMEND USE OF JUNO IC926LED FOR INSTALLATION IN LIGHT SPECTRUM OF 400 TO 700 NAN )METERS. 7 SLOPED CEILINGS. S, -,0 < CN -,0 0 (y) N -Izl- 00 �o N 00 < (y) 0 0 (y) M U 0 N - Nzl- ' i ill T 0i rt'd i 1�( . CD < uj '0 L�Ll C) C� 0 ff ry < 4j.uij ii J1 i! 0111"M11. I LLH I il U: IL 1 1; i. U J. -I �` . L1j CD j ju U.-A 0 1 w J 14 E. Lu < U < V) 0 ry H! Ij 11. 1 1 !L y 7- Lill 11 U 1-L J. U .........._ ........... .........--------- I Ll t j! I Q Z Lij - Lu 7 Qtf N Lu ..... .................. e:g: ..... ..................... Lu U ------------- 2 6" QDC Forever 8,right ............J. .............. DCP U 216" ........... CL u < c) ............. .................................... __:J Lu 0 0 0 0 00 0: 0:0 0 00 0 0 00 n 0 0.0 C) 0 5�-Otl V) ji�,w!T[6 z C� ! 0 a fMure�tW tf-u;,vbLjar, 'a o a of akir�d" CD C14 < ry C 0 0 1 Lene: lknip �?vl h a hiqh t mpr:,b,1rp ovjhesi ----------- ...................................... ...... -nperabure IQ`6,,��j gri��.ket Gasket:::: Ho�jshgj d,,,mth alr*h tei 2'-9" ....... . .... ............. ... ......... x -SPJ GDG-3EB-TF llousinT achinu d U�wovl nt--solic]b-ra,�_s to x V4. bv? Q 4L L LED Recessed ---------- ---- F'L �arid�rJVVetl_abO 0 LoWs� 2'- 1()2"' GFC1 C�)ncrat&pour I \1 t .... ...... I L I 12 DCj .. .... . ... ................... ....... ........... .................................. ...................... 2-9 / -------------- .......................................... ....................... all CD ....................................... .......... p L L1 ModeW SF�-GFUG3Eb�' r--------------------------- Lamp: Color-remp, 'mbp.rUED ---------------------- ............. ------------------- Lens: F I-C,PIS"-I F&C Pf,� .............................................. A G Cl ..... .................... ............. r----i r-3-1 NL V ................., ...... L---------- -------- T .......... 13 ........... ................ Turn"'eikunie ............................ ___CFC1 I 2'-8' .................... ....... ---------- ------ ..... ..... "'Immom ........ .... ............................ 1/2- CLEAR TEMPM QM ..... . . .... ..... ..... ...... ------- .. .... ................. ....... .... WFFH ROUND S4NDED END md::1_j 4;-6" ------------------- --------------------------------------------- -------------- SEr ON e CURB AT SHOWER p - r 0r4Dr_-RgN.q I ...cmm .................................................................................. ................ ................................................................................. Nr �yrlo�4 G P Model# Fif.111shes. optic Color Ifmup. Electrical EJ -------------- ..........- ............ ..... ....... ..... ..... .... -------- _f ...... MBR Ambor 9-24V ... ...... ........................----------------------------- ..... ....................................... ---------- _j --------------- a----------------- - ------------------------ fl.1400- 0��u P610111 AmLb�,r RIDS lkws Pz jdr,n N ...... ..... VVWW.SPjLlGHTING�C00j1 ...........------------------------------------------------------------------------------------------------------------------------------------ ---------------------- —---------------------- ...... .... ..... ..... 4 ::::: .......... ....................... _4 ............... .... .. ..... .... .......................... ............. "...... ... ..... ..... ... ..... j ...... ...... . ...... ------ - --------------- ...... -----f ..::, : .1 . - ------ ...... 0 ...... ..... TV vy V7 T7�lt APPROVED P1,AN AS BYBUREAUOF'B PEMfrf'ED EA C 1-1 ES AND COASTAL SYSTEA4S Ff,OmDA DEPT OF �IMRONMENTAL Pito L TECTION APPROVED CONS ACTIVITIES TRUCTTON AND ANY kir--i MUST COMPLY WITH ALL CONDI AUMORIZED OTMR N4, PERMIT. CONSTRUCTION TIONS OF TffE %. I AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTTI N AND LISTED SfIOWN ON THE APPROVED PLANS IN THE, PROJECT is DESCRIPTION. ISSUED PURSUANT TO CH. 161, F.S., AND OTjjER PF ',MIT THIS PEP MAY BE REQUIRED. t ELECTRICAL LEGEND IE P %T NO, ER, WALL SWITCH ELECTRICAL PANEL— EXTERIOR PENDANT FIXTURE-., 3 WAY WALL SWITCH CEILING FAN EXISTING H& WATER HEATER $3 ELECTRICAL METER METER W/ DIMMABLE LIGHT TO -BE RELOCATED DUPLEX OUTLET 4 WAY WALL SWITCH $4 INTERIOR PEND4ff FIXTURE- $R N REMOTE SWITCH DUPLEX GFCI EXHAUST FAN HVAC COMPRESSOR HVAC GFC1 DISPOSAL SWITCH $DISP WITH INTEGRAL DOWN LIGHT CEILING FAN ON CONCRETE PAD COMPR. DUPLEX GCFI WATERPROOF — =@ w__ E GWP INTERIOR LIGHTING FIXTURE WALL MOUNTED �LOSET LIGHT AUTOMATIC WITH DOOR OPNG QUADROPLEX OUTLET SURFACE MOUNTED AT CEILING OR PULL SWITCH SMOKE AND CARBON MONOXIDE S FLOOR OUTLET LED UNDER CABINET— WET LOCATION EXTERIOR LED TELEPHONE OUTLET 4 TEL DETECTOR WIRED W/ BATTERY LIGHT RECESSED AT SOFFIT- 220 VOLT OUTLET m@ 220V DOWNLIGHT TO MATCH FWC WILDLIFE CERTIFICATION TV OUTLET 4 1v BACKUP- CEILING MOUNTED EXISTING NUMBER: 2012-042 JUNCTION BOX 10 DOWNLIGHT FOR WET (OWL DATA CONNECTION 4DC 2' 4' 8' LOCATIONS WITH LENS WET LOCATION EXTERIOR LIGHT-19-MIX JUNCTION BOX FOR TV TV DIRECTIONAL RECESSED FIXTURE RECESSED AT SOFFIT 11ilSy SPEAKERS MOUNTED TO DOWNLIGHT OR RECESSED AT CEILING 220 VOLT JUNCTION BOX— M 220V WP EXTERIOR WALL SCONCE WET LOCATION EXTERIOR STEP NEW EXTERIOR LIGHT FIXTURES VISIBLE FROM THE BEACH LIGHT. FWC WILDLIFE CERTIFICATION NUMBER: 2012-007. IRRIGATION CONTROLS OUTLET @1RR INTERIOR WALL SCONCE SYMBOL FIXTURE TYPE NUMBER OF FIXTURES LAMP TYPE MOUNTING TYPE MOUNTING HEIGHT PROPOSED NOTE 5: LIGHT FIXTURES AT EAST SIDE OF HOUSE FACING THE NOTE 7: IF EXISTING SWIJCHING COMPLETES CIRCUITS AT OUTLETS RECESSED CEILING FIXTURE BY DASAL 3 16 W AMBER LED 26* SPREAD RECESSED AT CEILING 8'-4" NOTE 1: NEW ELECTRICAL WIRING SHOWN AT AREAS OF OCEAN ARE TO SHINE DOWN EXCLUSIVELY AND MEET ALL CONSULT WITH OWNER TO DETERMINE HOW SIMILAR TECHNIQUE INDUSTRIES, STOCK NUMBER: FLOOD W/ MINIMUM DOMINANT ABOVE FINISHED FLOOR SECOND FLOOR ADDITION AND RENOVATION ONLY. ELECTRICIAN TO ASSESS REQUIREMENTS OF THE FLORIDA 'FISH AND WILDLIFE SHOULD BE USED AT NEW BEDROOMS. 2-115-01-C-AMB-FL-HC WAVELENGTH 588 NM AT FIRST FLOOR PORCH ELECTRICAL POTENTIAL NEED FOR ELECTRICAL SERVICE UPGRADE. EXISTING CONSERVATION COMMISSION WITH REGARD TO LIGHT FIXTURES IN HONEYCOMB FILTER WIRING FOR OTHER AREAS OF THE HOUSE TO REMAIN AREAS OF SEA TURTLE NESTING. NOTE 8: ASSUME ALL NEW SWITCHES IN PUBLIC LIVING AREAS TO BE PLAN UNCHANGED. DIMMABLE. CONFIRM WITHIOWNER. STEP LIGHT FIXTURE BY SPJ LIGHTING, 1 FB-3W-CYL-TA105 RECESSED AT WALL 21-0$p j STOCK NUMBER: 3W AMBER LED ABOVE STEPS AT GRADE NOTE 2: ALL ELECTRICAL WIRING TO BE INSTALLED IN NOTE 6: SMOKE AND CARBON M )NOXIDE DETECTORS ARE SHOWN HERE NOTE 9: MECHANICAL ENqINEER SHALL ,'�AsSESS NEED FOR NEW HVAC SPJ-GDG-3EB-TF ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL TO REPRESENT RECOMMENDED L)CATIONS IN ORDER TO MEET CURRENT UNIT AND INSTALL ALL NEW DUCTWORK..1.AND EQUIPMENT PER FBC. BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT CODE REQUIREMENTS. EXISTING DETECTORS MAY ALREADY MEET THE NEW AIR HANDLER WOULD, PROBABLY B,E,�LOCATED IN SECOND FLOOR STEP LIGHT FIXTURE BY SPJ LIGHTING, 2 FB-3W-CYL-TA1 05 RECESSED AT WALL 12" ABOVE SECOND FLOOR DECK INTERRUPTERS PER NEC ARTICLE 210-12. CODE REQUIREMENTS AND MAY BE LOCATED IN DIFFERENT PLACES. ATTIC. PROVIDE ATTIC ACCESS AS REQU R ED. STOCK NUMBER: 3W AMBER LED EXISTING DETECTORS MAY REMAIN WHERE THEY ARE AS LONG AS THEIR SPJ-GDG-3EB-TF HONEYCOMB FILTER NOTE 3: LAYOUT LINES GENERALLY REFERENCE THE CENTER COUNT, GENERAL LOCATION, AND PERFORMANCE CHARACTERISTICS MEET OF CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. CURRENT CODE REQUIREMENTS. -28-13 v F.- r NOTE 4: LIGHT FIXTURES TO GENERALLY MATCH EXISTING IN NOTE 7: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE R E Cl F 10 STYLE AND APPEARANCE. AT NEW INTERIOR AREAS SUGGEST USE EXTERIOR AT THE EAST, NORTH, AND SOUTH SIDES OF THE NEW OF LED FIXTURES SUCH AS JUNO IC RATED DOWNLIGHTS WITH MOV 07 2013 CONSTRUCTION WITH "TURTLE G SS" AT WINDOWS LIMITING 3000K COLOR TEMPERATURE AND 600 LUMEN OUTPUT. INSIDE-TO-OUTSIDE LIGHT TRANSMITTANCE TO 45% WITHIN THE VISIBLE DIVISION 01- VVA i Lh RECOMMEND USE OF JUNO IC926LED FOR INSTALLATION IN GE MANAGEMEN-1 LIGHT SPECTRUM OF 400 TO 703 NANOMETERS. RESOUR SLOPED CEILINGS. J D�o —5�- I r 0 mm ............. 4 4 I . i 1i - i _ I — ---""I) 71-7777771777 I � I I I I � - DESIGN SPECIFICATIONS .1 USP CONNECTORS TYPICAL HEADER NAILING � - ,,, . � I O.131XY TOE NAILS — I�,, I i -_ 2X6, 2x8 = (5) NAILS TYPICAL LAP SPLICE6 . DESIGN CODE: COMPONENTS & CLADDING ) GAZAGE DUOR PRESSUR S UPLIFT TYPICAL SB&_RA1LlN!1 2x1O, 2x12 = (7) NAILS � TYPICAL TOP PLATE NAILING: 2010 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES I - —(PSF) SYP SPF FASTENERS FL# CODE O.131x3" END NAILS: 9" LVL, 11" LVIL = (7) NAILS (1 2) 0.131"OxY DESIGN IS VOID ONE YEAR ORIGINAL PLANS, TRIBUTARY INTERIOR 1 CAR (2) @ 2x4, 14- LVL, 16" LVIL = (9) NAILS I 11 � - UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) I . GARAGE +27.1 450 450 (9)1Odx1'/," (3) 0 2x6. . I . TOGETHER w/ (3) ROWS ��_ ." ZONE (PSF) a' = 4'-6' - DOOR -34.2 (4) 0 2x8. I I OF .131 x3 0 12" O.C. STAGGARD. DESIGN LOADS: ACTUAL AND UNIFORM * . USP RT7 585 495 (5�,8d EA. END ; SYP#2 : : . : . : - [9 10 +30.2 -32.9 +30.2 -40.5 (8'x7') SYP#2 DBL. ; �EADER, �, " I ROOF FLOOR % TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, FULL HEIGH "MAX*I , N 4'-O" M11 . ,& i 2 CAR A 775 650 (5,'10dx1'/," EA. END ,� I ROOF LOADING (cd=1.25) (cd=1.00) 50 +27.1 -29.6 +27.1 -34.2 GARAGE +25.7 USP MTW12 1195 860 (7'10c1x1'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS EITHER SIDE OF PLATE - A � F - - - I I- � --t . --I-- - I - 11 I . 1 I IIIII 11 -11 I �, TOP CHORD LIVE LOAD 20 psf 40 psf I 1 )4 DOOR -31.2 ALL WALL STUDS.. HEIGHT CHANGE-\><I 11 1 41 1 1 1 1 If 11 I I 7 psf (ARCH SHINGLES) 10 Psf 100 +25.7 -28.2 +25.7 -311.2 (1 6'x7') 1450 1245 (1,)1Odx11/," EA. END �, I -_-_I . . J , -I I I I I - - Lou Pontigo and �) 10 psf I I L SEE DETAIL 2x-BLOCKING ONLY :-_-_I RAISE _. I Associates, Inc. 10 psf ATES. I --r#_ , � � � N: 20 psf (TILE SHINGLES -4 USP MSTA24 1640 1455 (9,1 Od EA. END 2. USE SYP#2 FOR ALL TOP . r-------- 4/S3.0 REQUIRED IF SHEARWALL 'D � BOTTOM CHORD LIVE LOAD 0 psf 0 RE ALLOWABLE WIND P USP MSTA36 2065 2065 (111)10cl EA. END HEADER �, � - d, BOTTOM CHORD DEAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCEiBY 0.60 AS PERMITTED BY \ I 11 :-_-_1, 1----: 2x SPF DIAGONAL BLOCKING I I , SIMPSON H2.5T OR . i I- 11 THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION 1/2 I,--,-- I _\ � � FASTENED w/ 3-0.131 xY 4 2 0 Osceol a Aven u e 1105 1105 OROD TO FTC. . 3. USE SYP#2 FOR ALL TOP I �, � - I DEFLECTION CRITERIA: SHALL BE PERMITTED I I ,_ I I I __� t I :---I -_ 1305 1305 I \ _�= HEADER r--- EA. END TYPICAL. jax. Beach, Florida 32250 ROOF FRAMING: LIVE LOAD L - !, 1 SHEATHING MAY EXTEND 2" 0 I X . I I _\ , \\,� .� Ph. 242-0908 Fax. 241-9557 1 USP JUS28 (6,1 Od TO HEADER i OVER TOP PLATE FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,,"O ROD TO FTG. � -- ---- ,/ PAST BLOCKING- WINDOW , POSITIVE AND NEGATIVE PRESSURES SHOWN ll� TABLE ABOVE. 4. ALL WALLS SHALL BE I LL__ __j I t ---- � 11 5370 5370 5/,"O ROD TO FTG. --- -_ - BALLOON FRAMED FULL t ________ ARCHED III I I I I L SYP#2 HEADER, ATTACHMENTS MUST FL:CA# 8344 SC:CA#3579 WIND LOADING: I ,, HEIGHT TO ROOF OR FLOOR TRANSOM 11 FULL HEIGHT PER PLANS ANCHOR INTO 2x MATERIAL. CONTACT US WITH YOUR COMMENTS * LINEAR INTERPOLATION IS PERMISSIBLE. i 2535 54 0 ROD w/ (12)16d FASTEN LOWER STUD OPTION � 1, ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A I . . BEARING ELEVATION, U.O.N. ON �SYP#2 DBL. TO TALLER STUD w/ SEE RIGHT I \ ANCHOR, SEE \ COMMENTS @ LP-A.COM MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF . D MINUS = SUCTION. , 2535 -5/,"O ROD w/ (1 2)16d PLAN. 2-ROWS OF 10d COMS I PLAN FOR SIZE-\ BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS : I "' . AND LOCATION KING STUDS, I.......- ALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR � USP MSTAM24 1545 1455 (5)'/,"x2-1/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF I @ 12" O.C. WINDOW SILL SEE � 4 >- 'e�tk%l '" 0 141"'?9 A. ,,, '_ LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE I . I INTERIOR LOAD BEARING SCHEDULE 3/S2.0 �� WINDOW SILL SEE 11Y !,,,,,%�- �\- P 1* RESPONSIBILITY OF THE WINDOW/DOOR MAN'.)(./SUPPLIE BLOCKING AT ALL FOR SILL SIZE AND $�� ,�,\,:; .�._ � tv . .1 . . BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE.PRESSURES. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB SHEATHING JOINTS* TYPICAL SOLE CONNECTION EACH II -' SCHEDULE 3/S2.0 �,�, S.41 4.. UL, �., J"�, .;� BASIC WIND SPEED (ASCE 7-10) a w/16d MASONRY CUT NAILS @ 2x4 FLAT WISE. FASTEN PLATE NAILINO, END _'' FOR SILL SIZE AND SOLE PLATE ANCHOR7 . -"V.�,,, - I 1. 1�%1� i-4I., - 1 24- -1 16" O.C. MINIMUM. SEE 1/2"O x 6" LG (MIN * 4 ,,*- .- UPLIFT N 0.1310" TOE NAILS: . S 4 FACTOR ---------------- 1.00 . .. '?,_� IMPORTANCE a 4-24- 1 1 END 31" EMBED.) No. J1 tr= — DDITIONAL � `� TOENAILS. ONLY REQUIRED-\ (3) 0 2x4, zl- ---------------- 20.0 FT FASTENERS FL# CODE I ANCHORS AT SHEARWALLS .1 t : MEAN ROOF HEIGHT 11 I - SYP SPF AT SHEATHING JOINTS FOR (4) @ 2x6, � THREADED ROD = % cn= _ I ... -' ANCHOR DRILLED & = It ; * . = 1. .1 ROOF PITCH -------------------- 7/12 11 10446.4 EXTERIOR WALLS AND (5) @ 2x8. �,I I I'll 0 . - I A35 450 450 12-8dWAII SHEARWALLS I _; " EPDXY w/2"O x J" a . z BUILDING CATEGORY ---------------- 11 t,G 1, I �, S ,.0.� �s I .I =C_ � � E �,,'TRIP. H2.5T 600 520 5-8d EA. END 11478.3 1 PT. SPF#2 - PLATE WASHER, S. , 't 'ATE OF ' crp . '. ,P 4 to 4Q I CI.Q SEE C & C CHA,�T _�� , . r-- - I , � � I � � � � � SEE SCHEDULE BELOW .^ 0 H8 620 530 5-1Odx11/," EA. END 11470.3 1 SOLE PLATE . 0,'* / -- N. ENCLOSURE CLASSIFICATION ------------ENCLOSED I ABOVE FOR 'o' [IMENSION I _ � � j `sl.0,'o.-'*4'z()r,I 0�.-0"*�-,,, li� �,, �0, 1'�v � 0 , ,,��'Z. . "", ,6�f". "..".," , I A A I A 1111 I I A I � � � � � ,C , I 0 1 - ,�\ ,�,� --I INTERNAL PRESSURE COEFFICIENT ---------- ± .18 1 MTS12 1000 860 7-1Odx1'/," EA. END 10456.3 11 t.v�z� ,%s ' ' ' 16d COMMONS I �"'�-',�)YON A'I- XX _�" - ___ I - j I UNDATION, SEE PLAN I I 111111100"", ,,/ . I V If�O MSTA24 1765 1270 9-10d EA. END 13872.4 . MATERIAL SPECIFICATIONS I I FLOOR SHEATHING - � - _0 ____) — I I "I �1� __ 0 HTS20 1450 1245 24-,IOdx1'/2" EA. END 13872.3 0 16" O.C. I U � U � . ; I -F � - i � �1_ 14104,111 lot' 11 al 1 8 1/2* �--- I I I I -r I REVISIONS . .:I, 11 - i MSTA36 2050 1870 13-'Od EA. END 13872.8 0 V) WALL FRAMING AT WALL FRAMING A11, . MAX. MIN. r I DATE - -- SEE SPECIFICATIONS 9W WALL FRAMING AT I HARDWARE AND ANCHORS: v - . 18-'6d TO TRUSS/BEAM M�__ PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE [NOT ACTUAL PLAN] I a _f�t HTT4 3480 3080 11496.2 \ �-< I NDITION ADED ROD: SHALL BE IN ACCORDANCE WITH 1-5/a"O ROD TO FTG. SYP#2 DBL. � <_j I � ASTM A 307 OR ASTM F 1554 GRADE 36. �I -------------.11�., L'i a- ,11, ,,11� . = - 32-16d TO TRUSS/BEAM ,f, � (n 0 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE r- ____ I z `1�6 SOLE PLATE ANCHOR SCHEDULE , I HTT5 5250 4670 11496.2 _j 0 31 � NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. MEANS AND METHODS: 1_. 11-5/,"o ROD TO FTC. i � I _j>_ TYPICAL-"-,WALL FRAMING THREADED EXT. WALL SHEARWALLS � METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO " , . I I <Uj BUILDER MAY CHOOSE EITHER THE DROPPED ` WASHER I 6-10d TO HEADER 1 3::m ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE .I EXTERIOR SHALL BE GALVANIZED. THE STRUCTURAL ENGINEER SHALL NOT HA SPONSIBLE FOR I -.17 - I EL Z I HEADER CONDITION OR RAISED HEADER CONDITION I � -��CONTRACTOR TO VERIFY 161. 1 CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDLI-R-ES, OR SEQUENCES; FOR LUS28 930 780 4-10d TO JOIST 10655.113 1 1 1 <� 3/8 40" 2x2x'/s" 3'/2" 1 3/4" — _j i RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR A�Y OTHER PERSONS PERFORMING I i 11 I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN 1 !I of- V", 1/2 48" 24" 2x2x'/." 3 1/�" 1 3/4" . 4 14-'6d TO HEADER I i ��! - . . �, �� SIX AND 1/," LARGER THAN THREADED ROD SIZE. ACCORDANCE WITH THE CONTRACT DOCUMENTS. A HU410 905 785 I- 10531.36 1 1 I t I 6-115d TO JOIST L_ i T 0 zl MASA 1 48" 1 24" 1 N/A I N/A �� I (U.O.N.) ,� I . . I ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS SCOPE OF WORK* I I ABU44 2200 5/."O ROD w/ 12-16d 10849.6 -"----I\-SEE DETAIL I III rIFIELD ALTERATION THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTuRAL ENGINEER ARE LIMITED TO 4/S3,0 SYP#2 4 2)i (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/,"O ROD w/ 12-16d 10849.6 i WINDOW SILL SCHEDULE ,\ (2)12d TOE , THE WIND FORCE RESISTING SYSTEM, SPECIFICALLY: C,�NTINUOUS LOAD PATH FOR I HEADER,-\ T Q NAILS E.E. CONTRACTOR SHALL CONTACT LOU EPDXY. ITW RED HEAD A7 WIND UPLIFT, LATERAL BRACING IN THE FORM OF SHEARWALLS, WALL FRAMING, I MINIMUM END \ I PONTIGO a ASSOCIATES PRIOR TO REINFORCING STEEL: SHALL BE ASTIVI A615, GRADE 60. PLYWOOD SHEATHING AND HEADERS DIRECTLY SUPPOOING FLOOR & ROOF FRAMING. SET N/A N/A SIMFSON EPDXY-TIE 11506.4 1 :1 OPENING OR SILL PLATES FASTENER EACH END OPEN�INC (MIN) MAKING ANY STRUCTURAL FIELD STRUCTURAL STEEL: SHALL BE ASTIVI A992, GRADE 50. ITEMS NOT DESIGNED INCLUDE WATER/WEATHERPROoFING, PRE-ENGINEERED WOOD 10-'6d TO STUD/BEAM/POST BLOCKING�AT ALL ii WALL .- I- MODIFICATIONS WH CH MAY VARY - IC WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. SHEATHING, JOINTS* 'FSHEATHING < 4 4" (1)2x4 SPF #2 (4)12d TOE NAILS I �I FROM THE INTENT OF THE ORIGINAL LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPEbFICALLY INDICATED, LTT20B 1675 1675 1 1-'/z"O ROD TO FTG. 11496.3 20 FLAT�WISE. I < 6'-4- (2)2x4 SPF #2 (5)12d TOE NAILS �_ END , , RATED SHEATHING, CONSTRUCTION DOCUMENTS.ANY TRUSS-TO-TRUSS CONNECTIONS, ARCHITECTURAL EMBELLISHMENTS NOT SPECIFICALLY I I fFASTENFR I �', - FIELD ALTERNATIONS MADE PRIOR TO SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC LSTA12 1 805 695 10-Od I 13872.5 WITH 2-1bd TOENAILS. 11 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS ... \ I� I SHEATHING SEE GENERAL NOTES. BEING APPROVED BY LOU PONTIGO a MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi INDICATED (EYEBROWS, CORNICE, CORNICE RETURNS, PROJECTIONS, ETC) AND ANY I , -I WALL SHEATHING TO .- ( .\ . . . . / . . . . . . . . . . . . . .. . . ASSOCIATES MAY RESULT IN I -� --- 113-8d I g ONLY REQUIRED AT BLOCKING AT ALL �j SOLE PLATE 14 12'-O"I (3)2x6 SYP #2 1(1)A35 + (4)12d TOE,NAILS . . .. .. - ADDIT�ONAL ENGINEERING OR . OTHER ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. r CS,6 11705 1 11705 1 10852.1 1 - SHEATHING JOINTS ... 4 NSPECTION FEES. � I FOR EXTERIOR WALLS SHEATHING JOINTS: 11 RAISE I/," FROM ' � , � �I .i EXAMPLE OF PANEL . . .. . . 0 A I 2x4 FLAT WISE. FASTEN SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN - 1 EDGE w/ BLOCKING EACH END WITH 2-10d BOTTOM OF SOLE WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. A, � � - '' GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS / 11 PLAN AND FASTEN I i WALL I . HEAD OR SILL I WHERE REQUIRED BY . - - .. - - . I SHEATHING) I - TOENAILS. ONLY REQUIRED I w/8d 0 3" O.C. � GENERAL NOTES. . . .. . . e,A,nr)Kjq j I AT SHEATHING JOINTS FOR I KING & JACK LE . V) EXTERIOR WALLS AND I SCHED 2 U 1�.1, . 1-1 . . . . .. . . . . . . . .. . . . PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD I 11 S N , .. I .1 � SHEARWALLS I � . 11 ____%_11 . . . .mo. . . . . . . . . . .. . . . .. . I � ROUGH OPN'G, SEU ARCH, NAIL SPACING AT . .. I ]]dlbL SPECIFICATIONSe � I I 1� - I - - SUPPORTED EDGES, . . ;; . . z ROOF SHEA Q " I DETAILS _ SEE DETAILS (6)12d TOE . .. aHLQL,L- MIN. _%,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" D.C.�EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O" OF ROOF EDGE). SEE I NAILS � OTES<�Q 1 .. - � I-ON 1/S,',.O " ON 1/S3.0 I - I, TOP & BOT. � I . . .. * � A I -\, I Al I 2)c'' SPF T&BI w'/ ' ) , 11 0 ..'FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O" OF ROOF EDGE). � I (___ - " . . . . � � - - _ I I I I -_�!, I"n (TYP) � (UNBLOCKED) PANEL EDGE !-�0 , .. TILE - MIN. 15/�2*' 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ P.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.0 . . I _ - - - --I SUPPORTED . I r___ I 12d 0 8" D.C. � EXAMPLE OF UN . I I -V_ I F I KING & / � --_. � . I JACKS-/ I ___ . I . . .. 11 I WALL SHEATHINQ__92EQlEiQAIQl1.9L 11 �, I I I I 0 1 ± � � SHEATHQ�G (TYPICAL) . . 4. . Uj F_ FLEXIBLE FINISH-MIN. 7/1,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d 0 6" O.C.,,EDGE AND 6 o.G. FIELD. SHEATHINC MAY BE I Uj H,I , z 11 �. OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING,,,.,�A�DI,PAN EL�& BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I I - I ___ A4 bi 0 CONT. ' - - . - - , < �z, � k �� - INSTALLED HORIZONTALLY ,!;�g-,.� 11 11 I -, V)Q� � - I i SIMPSON LTP4 ON �� NAILING TO INTERMEDIATE ,,"� - ,':-, N . ,�IR .'� . . ,�5 I T/V�' ,- I I I J9 -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 16" 0.6. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS L---------I �\ L--------i INSIDE FACE, IF NO .I INT. ��4, D STUCCO FINISH I A I � SUPPORT IS 6" O.C. MAX.--" ROOF I I 2x PF RIPPED A I " I I" 1, 11 11 �t - --IF— U 'K TO FIT ARCH.�' � Ojtv� � TRUSSES, OR MASONRY 5Pf,QLElJQAILQN5L � , ' - _ "� ' (LION) I FLOOR JOISTS. w: � WI �, -05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ,.',�), 6-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM CF 28 DAY COMPRESSIVE STRENGTH OF DEPTH R�_��,' - " 'i' � MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530 ,, SINGLE ST. BY IN TWO STORY FRAMING SECTION A-A P7�1'11 -1 z I.J. 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. '1� , I I I Cr - I � � I CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. I � " *1, 71- I I — , -_ -- 11� � ,�� I __ _�� __'� TYP. WAI. L SECTIONS t 3_'N WINDOW HEAD AND SILL FRAMING -- �'� :',-'Ivl�l . t 4--�SHEA TAI L C ui , - - CONCRETE MASOORY UNITS (CMU): , ', . � 71" ri —_ -I F-._��.�-,..,"� THING NAILING DE 0 CMU SHALL BE IN ACCORDANCE WITH ASTIVI C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N71,,�.,.NORMAL'�lo'P,��HT,,*,,WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT A-L CELLS CONTAINING VERTICAL 1�. CONTRACT:IpjR-�,TO VERI'�,��,<-� � SCALE: 3/4" = 1*-O" CONTRACTOR TO _ , � , CONTRACTOR TO VERIFY -0 VERIFY I(\ "_",� , . \,�� _ , \��-O .Wz > 0 REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE. CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM, F i � _kSE OF MAGRY "WHEN THE WALL HEIGHT EXCEEDS 5'-O". ��O _�,V 1�,Ii 11 � I I L . �,_p �;-ICOU ,x I I � I - . , I , I- � � , 1. ,,w,�_-�,i,'- ,_ 1, ,. If" r/ < 2 - , I - _ _ �,,�, I �_ �, N, 11 -1, . I , �4 � I 4 1-,� , ALL CONCRETE MASONRY UNITS __ -� ,! . _1� -, , , MASONRY STEMWALLS. SHALL BE COMPOSED OF ASTIVI C90E, E GRADE N-1 HOLLOW CO�_12�..-_TE'�MASONRY UNITS NTH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE I BLOCKING BETWEEN � 1 :1'' �r,,-,�,'_ . , ,� ��,_ �, . , USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES.IN'k�JNFDRCIN E�E,,PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT IL - . - 1 .4 C - ,_ 11��,�:�� " 11- 1 I 1. 2 WITH - #4 @ 4'70"',,Ot,C-,--4,'M6X.��AND-.,,.AT,EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY,OF REINFPRCINC AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR 1-4 OUTER WALL & FIRST �7,1, 11_�,;_ �'�.- � 1_� I DIAMETERS'INTO EACH ELEMENT. AT STEMWALL QQ�L YqTED OF 5 OR MORE COURS - . 1 I I " � 0. � �, -_ � 1. , I ,.. ,_1. 11,- I I " 7 2x8 -1 . 11 . I .- _" . _ 1 < T ` _ _ ,,I L � ES, PROVID�E, HOR�WAIL- INT REINFORCEMENT AT 16`16.c. VERTICALLY,,(EVERY:OTHER COURSE), AND VERTICAL REINIF SHALL BE INCREASED AS NOTED ON "I Z r- INTERIOR JOIST AT 48" LOCATE FULL HEIGHT rl� ___ �, 'I L ,,,--' � ANCHOR ON SIDE OF 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING].S." 1 6 . �I .- , ,; I I ,!J�, E A MINIMUM OF - - "," "I I- I ,�I - ,, �-,�,zi�� - :,*,�, ,,-,?_4� -%x� I t ,, :A", 2 PLY I 1 R �- LL ', _% - - =e_0 , FLOOR I If i��- �11 1, 2x4 BLOCKING " ,_ mll',,' � � 1� �, A _,m, ,1_�`�, "�� i 14* / �_,. - - ,I I 11 CLAY MASONRY (BRICK): I�.;,:�,:� ," -. JOIST __ - �,,�� . BEAM. .'' -1 �` @24" D.C. FASTEN LL - BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 ,�fj -, �, '1� I —1 (3) ROW OF 10d I- ,I. -,". 6', -1 -FOR' UILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. __�_'�'_ ` ��. '. I /3-10d �]� �', "'," , �Wlp;�Ikw_�- -n .,_�,� I . NAILS a 8 0 C _\ * . - T U Uj � � i * �: ,,,,,. I ,,,,-_ - .......L� AGGERED �; I- . TOENAILS � CONCRETE SPECIFICATIONS: 14,,j,qV`G.�, I I _,7. � I..I . i S� I - CONT. RIM ,_ I ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT28 DAYS I 11 1,:.1_1 � (3) ROWS 16d >- 4< U ,� 0�; � \ * . __',� I . I BOARD (TYP) . 40� C"I :I-"- C11 . " D PORCH SLABS,SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. - � 4 - - , ; tvap . � - I �__ C. - \,--2x4 ME4ERS: I � I- A! .ov.v& OTES: CEILING LINE-/ _ � , z : I .- .- PA. SIDE. . . � "' W :� < W I WALL FRAMING-/ Ii (2) ROWS 16d I--," " 11 (1) ROW OF I Od . i LOWER TOWP 4-10d I FOOTING AND_EQUbQAIK&aL .. COMMON WIRE - � . NAILS�b 6" O.C. . f I PLATE AT BREAK E E C 2 "'A [0 UJ N ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITFI�A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED TO VERIFYSUITABLE L ,� I FOOTINGS AND F'OUNDATIONS SHALL BE I � AT 12"_Q-C . . . " I � IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. ISOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL "I I ,i WALL INTERSECTION LL SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR - 1�' - E-Ae"'S I D E. ORTHOGONAL VIEW CTOR IN ACCORDANCE WITH ASTM D 1557. 1. WOOD JOIST- _iLl, 2x6 MEMBERS: CONDITIONS 0 - I � � SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PRO 1-1 �. !:�,��__,� -.� ,:,,1ii00.Wft0_ 0100 __L __.,,_�L4 I 11 1 7 - -K - - 0- �� ,� I � PARALLEL,`,�t; -.��iw- (2) ROW OF 1 Od � FULL DEPTH CONT. - �, I - 11 ' I TURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENS1014S AND LOCATION FROM THE . NAILS,@ 4" O.C. . (n un HOWN ON SII.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT RIM BOARD (TYP) � G I I FASTEN To JOIST , I DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) I w/ 4-110d COMM. � `,: Uj I I � "i � �1' -1 z, 4 PLY t""; I UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS ANU Mt'..)H SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVDE #3 @48" D.C. OR ROD CHAIRS. FLOOR �, I I-I,f 1, BEAM. �,�g r �R - I ' . PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNERIBARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 SHEATHING.__1 I �1'�t, �,��', 0 Q� I �1� . ,- �,�' 11 - � -5, . � , ,�, CORNER WALL INTERSECTION - , ', ��N ,��I. V I i � .I 14 A� I BAR DIAMETERS % �1� " I CONDITIONS CONDITIONS v""""""""""" - 'k, - __ (2) ROWS 5/,"O HEX _12D 11 A , - ,@ I 11 N RADE* "'. �, - , I- I NOTES.- I-lti�_, �� NOTES: - " SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6" AND SEALED OVER C:,.EAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN -L .' I W 1. TYP. CO"ECTION AT STUD 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS Q/. TERMITES. SAWCUTS6 OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 20'x2O' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. I WASHERS 0 24" O.C. COLUMNS JACK-TO-KINC I �. . . '0� I I S,��tORNER POST, ETC. 2. — DENOTES YxO.131" GUN NAILS @ 6"APP%MD PLAN AS "El TMD .1 .�1.:-.,, 112/. I Fl.,OOR ASSEMBLIE ' 3. @ DENOTES FULL HEIGHT ANCHOR, SEE PLA 'A ,. I I I 1��,� � I WOOD FRAMING SPECIFICATIONS* __ .:�; BUREAU OF B � HES . '' JOIST. FULL HIEGHT 1 4. * E ANCHOR, SE,E SCHE �. .. ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR WALL 2. SPECIFIED NAILING REQUIRED FQ� STAL S"'S EMS . , I I . ANCHORING 4-PLY BEAM 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHE m . I 11, ,*� :'-,��e-,-,�-a-,_�e,�,, . � . I I SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE FRAMING 1 DDITION TO (2) P�- OPTIONS ARE SHOWN '* _- SYSTEM EVERY PLY IN'A - S IDADEPr F I � U _-_-'r. n-�, � 1�I � � I I � � " I� STAINLESS STEEL. - k I � .. " I. , 11 � I . %_1 WOOD JOIST ��.. I z �7 � ENMONMENTAL P1 LO ECTIO14 ' , J� I, ::Ir ;1 � � -"-, . ", , . I. ,= !o I PRE-ENGINEERED WOOD TRUSSES: PERPENDICULAR , ,.:, � , �.- �_. I ; - I FRAMED WALL CORNY I TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ,� '1�&EDC �, Q.. ,� I � . .1 SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, I ONSTRUCnON AND ANY I' �i � I I -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONS-;!`�ILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND _--� -UP MEMBER FASTENING 1,'I -"--\ INTERSECTIONS STU , VdjSff?A_M@N!W_ ITH ALL 0 DITIONS OF THE I �! _-� F L r6 B U I" r7 , I . INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO r5 OOR SECTION ILT I -1 I (= . RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPUf STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON I ___ - � -,-. �I �I ; 11 11 , , ' - I ..� SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. �,I I;, CONTRACTOR 110 RIFY `f,,,SO.'Oj PERIAIT. CONS IRIUC11077MD ACTI IES ARE CTLY I J! C.0 j! " �- "�-O \.�O .�� ,.--.O LIMITED TO THOSE BOTH SHOWN GN HE AP I� , 11 i . I , IFICATIONS: � - FULL HT ANCHOR TERMINATES :�� IN THE PROJECT DITSC PTION.W[ft � LAj ! � AT UPPERMOST,TOP PLATE - WASHER--\ '1,1��, �rzl` � - AND LISTED I I THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT-,,SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NCHOR IS 1 I. �� I ,- IS ISSUED PURSUANT TO CIL 161, ,F.S. AND 11 ,I � I LL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH A3TM E1514 AND BE INSTALLED w/ NUT AND WASHER. SPECIFIED ON PLAN \ - �� - Ln i ...j �, I v 1. . ADJ. TO GIRDER/BEAM FULL HEIGHT MAYBE REQUIRED. .. I r : - 1000-- -�i,i , ammem , "�� "', 1 6�9 , : ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. ,_�� I �, . I % � �k" �4 '1�v I . I CONVENTIONALLY STRAP (3/S3.0) ONVENTIONALLY STRAP (3/S3. LOCATE ANCHOR WITHIN _& � . I ANCHORING- SPECIFICATIONS L.P.. 1! �, , I I�, // , 1� N A I I - . E MAX, ANCHOR WHERE MAX. ANCHOR 6" OF POST. 1�5 \ UPLIFT , ItIN 'j LIZ6 I� III ____ - , D. 1, WATERPROOFING, - ,� 1011XI ANCHORING SYSTEM: THE THREADED ROD ANCHORING -7 EV WED / 41 11, 41 E FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. SPACING IS EXCEEDE�D� SPACING IS 01 � - DOUBLE TOP ,,- " ", � Z — PERMLTNO. I __,_`�_,�,:�_'tj THE CONTRACTOR SHALL BE RESPONSIBL I _ ! I v N 11 � \/ . . . �/ ... Z'\ �. I 11 A f----_ I I I 1\ /1\ I - �1� I PLATE _,�� SYSTEM SHALL CONSIST OF %'O A307 THREADED /1\ - i I � I I I 1 I 1 , , �` "I, � RODS, ORIENTED VER)ICALLY AND ATTACHED TO THE GENEIN^L '-- , - \1- � " � THE UPPERMOST PLATE AT THE I - 11 I . � I I I I I I - -1. . "I" "I FULL HT. I I I I ,�DOUBLE I 11 I LOCATIONS INDICATED INJHESE DOCUMENTS. ABOVE . WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND ANDABBREVIATIONS I I I I I I TOP PLATE. � ANCHOR ;�, -- -.------ I I I I POST, PER I FULL HEIGHT �, I TOP PLATE, PROVIDE A 2 X HER. NOT - , ! � . 1�1 _134 , I I I I 11 I __ ROD ,'!', FASTEN WITH A NUT AND ALLOW AT LEAST 3 .1 11'� PLAN I -�, THREADS TO EXTEND ABOVE 'TIGHTENED NUT. (TYP.) -, AN INTERIOR LOAD BEARING WALL I I I I I MAXIMUM SPACING _%, IN LINTEL DIMENSION MIN. BRG. MAX. SP BUILT-UP POST IN THE WALL I I ROD I I 1, . $� TYPE I 1�1:_� \, I � ROD INSTALLATIOW AT ALL PLATE,PENETRATIONS, - I I SPECIFICATIONS ON .1 - . � DO NOT SCALE DIME 10 FROM I __.. I � I,�, STAG. , I I I I El I I I . �1 TOP PLATE FACE NAIL 2-GUN NAILS @ 12" L3'/,x 3'/,x'/. 4." 61-00 GABLE X-BRACE, SEE DETAIL 11/S2.1 I I I SOLID BLOCKING PLAN I I .."..11-....11 �,��'5 1 I PROVIDE A HOLE I ,, 6 THESE DRAWINGS.IF I SIWIS 0) �,_ , �� ____:�:� I - I I I I .� DIAMETER OF THE THREADED ROD USED. WHILE AaCA UNCLEAR REFE 0 �� I I I I 1 61, 81 - I I � FLOOR I STEEL COUPLER X " I j - . �� r 4 1 TOP PLATE, LAP3/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x31/2"X1/4 _0�1 116-1/2 HEADER SIZE, JACK AND KING STUD I I I I I I I I (OPTIONAL, "I' '. I -, SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERE NED ARCHITECTURAL D � � D - 1, DESIGNATES SHEARWALL. IML QuM 11TY. I I (TYP) LOCATE -, ��_� - � :, (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES CONTACT TH �.O - .4 1 - - 1-1 .. DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS L5 x 31/2"X 1/4 61, 10,-O" — HIDDEN LINE DESIGNATES SIDE OF I I I I I I I N 1"k I. "I." WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 � � --------- — — — --,. , I -, - - - I WALL THE SHEARWALL SHEATHING -]-- — — — — — _+ —I— — — — — +_ ____-l — — ��, �, ROD SHALL BE INSTALLED APPROXIMATELY — I RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6-) GUN NAIL @ 6" — SW I -1 � . .1 _CENTERED 'A L6 x 31/2"X 1/4 61, 1 12'-O" TO BE APPLIED. 8d 0 3/6 1 1 1 I "' I IN HOLE. RODS MAY BE SLANTED FROM TRUE LAN NA `6 �_ NAILING: 5, ,7 ' ' ' � . I CEILING JOIS TE TOE NAIL (3-8d) 5-GUN NAILS 1. — . I DESIGNATES 8d COMMONS 0 3" -516- — _t —I— _ _L I I�,'. FULL HT. - ,:"�, VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO � rFARR RESIDENCE - I 044C offs ') 0 6 8d93*/6 _:/I ' 1� ANCHOR � �� AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. - , e, L7x3 1/,"xl/., - 1 16'-O' t , D.C. EDGE & 6" D.C. "IN THE — -1- --I--mc I I I I I I I I I �\_FLOOR I��F� 'i'�`, THE NUT ABOVE THE UPPERMOST PLATE SHALL BE _ ----% r-�, - � ,--A -- 1, I (TYP) I � " RECEIVEL) _ CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" I � .1,1�� i DESIGN/DRAWN -Ak 9-- " - 1. STEEL UNTELS TO BE MINIMAL 36- �� I I I FRAMING AT TOP PLATE � SECURED OVER THE WASHER TO A SNUO-TIGHT VP9 ;� �. N 11�.`� t � -C 0 ,T� , I �,!, -' CONDITION PLUS ONE-HALF TURN OF A STANDARD I CEILING JOIS FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION � - ,I—_ BRICK I ZHEADE I I I I I I I - ,-, CS / KJL HES[t; I I ADJ - ADJACENT LG - Long I � VMENCM (APPROAMATELY 30 FT.-LOS. OF TURQUE� !3 j r1f ,:I ;Z1 TOE NAIL (2-16d) 3-GUN NAILS PAINT. . I I I FULL HEIGHT :.�� W4 ;0 - "' � DUE TO SHRINKAGE AND COM ON OF BUILDING TE C-4 P, "' � , I I I I I THREADED ROD---- - 11- CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 , o I -.!!d WEATHER BOT - BOTTOM MONO - Monolithic MATCH I ,"4 DIVISION OF vvA I Lh 11.05.2013 1 i � I - I FT-LBS. OF TORQUE AFTER ALL TRADES ARE TOE NAIL (3-8d) -3-GUN NAILS I I BARRIER BRG - BEARING OC - On Center I I I I POST ABOVE I I P �xl , 2. LINTEL MORE THAN 8'-O". SHOULD - I _ I I � , I , , JACK RAFTER To HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO %� - - I I CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board I I I I I I I I 1 :4�L .", � COMPLETE AND PRIOR TO INSULATION. RESOURCE MANAGEMEN-1 CONTROL 4 0 IF, .. TANT COATING OF EPDXY BASED F--4—VENEER MANUF - Manufacture I PIC I I I I POST TO I NOV 07 2013 DA 1� - (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4xY WD. I =� DBL - DOUBLE P-_RP - Perpendicular I I I I I I I I I I I I I I �. EPDXY ANCHORING: ALL THREADED RODS SHALL BE 1237 I,, f-14 � ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL DIA - DIAMETER PRE ENG - Pre Engineered I I I I I I I I I t DRILLED & EPDXY ANCHORED. SEE INSTALLATION I LINTEL I I I RIMBOARD--- ,- . I � SCREWS INTO HEADER PROVIDE A 1/11, � � )�===`! PSF - Pounds per Square Foot I 11 I I — I I I I I I I I I I I , ,. CHART FOR EMBEDMENT AND EDGE DISTANCE TRUSS I . ., �,�, CONT. HEADER, 7WO PIECES FACE NAIL 16dD 16" O.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. ,8 7 1 AT'I'ACHMENT PSI - Pounds per Square Inch I I I ' I �_ I I --ij ".,� I REQUIREMENTS N/A � TOE NAIL (3-16d) 4-GUN NAILS =� SEE NOTE 2 EOR - ENGINEER OF RECORD TED 6"MAX. FROM INSTALL 1 STORY I NEW OR I � I I CONT. HEADER TO STUD '. I I I F I EXISTING BEAM I I", i": I I I 1 3. BRICK VENEER ATTACHMENT: " I QT - Quick Tie — KING S'I`UD I �_THREADED, RODS I � I �, I NEW OR I I LVA -, STUD TO SOLE F,!LATE TOE NAIL ,(3-16d) 4-CUN NAILS HORIZONTAL TIES 0 24" D.C., VERT. EXT - EXTERIOR R:'INF - Reinforce i �__ WHERE 2-ISTORY ROD'S I -_EXISTING BEAM I I I SOLE PLATE TO JOIST/BLOCKING I FACE NAIL 1(16d 0 16") GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE S_ - Square Foot CANNOT BE INSTALLED �11_1 �, ��1, � I �. WIND-ZONE VERT. TIES @ 16" O.C.). FDN - FOUNDATION SIF -Spruce Pine Fur CHOR -,, I "I � NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN . BRICK LINTEL, FT - FOOT SY'P - Southern Yellow Pine FULL HEIGHT ANCHOR PLACEMENT DIAGRAM i �,I .� SHEET' . , WALL SECTION , - P . I FTG - FOOTING THRU - Through V SOLE'PLATE ANCHO � FULL HEIGHT 6N I ,:, ) j( it q 5 *;ov6_ 3%0.1311"O = GUN NAILS 2"xO.113"O = RINK SHANK 12" OF OPENINGS. PROVIDE-'&"O WEEP _--� F ! i I T Y`P - Typical r8 ULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ; 2%0.113"O = 6d 2'/2"4.131"O = 8d HOLES @ 33" D.C. IMMEDIATELY ABOVE 1. SECTION VIEW -___ I ____- ,- W __ . I'_ I ' � ' H M E S S D T'7 '' ' 4 ? ' ' `1 " I - __;�� I \ - = _ '� i - ", , , _.- -, *- cc � � — :D'E R) 1 CARCHE TRAN S S � STUrD OPTI Op LID w/ SEE R OMS I " ,, I � I Ir 7 , �a_., \" , , 11 U t, I I ...t I L_ - I L t t \ I. -A_ , � I I , , I � - . I _ , I -'I- - I - I I L � �7, 1, , , * * I G T Y - - - - I S. - ,>, .-<--' r— , ! * I - - .1i I I I I I ' _' I * - . - ' , , ' . � - 2x S - RO T, , TRI FL( �, I- - - i ff, " . . =K 114 I W 4!OVER L� E,�_ P l"L 'N �i � ,K \ I 17i _ �ALL f - f, I EW .<�� C UL '�' L-1--� I ) 71ION � � 0 0 ' I" f - 1-' � ONDI ON40FIZ I �t - JES y �, A , , , ARE TR � , E P I f, I '. � ;, !H A " , ,I I T, ,,I, X HORIZ - HORIZONTAL UON - Unless Otherwise Noted I S0,0 3%0.148"O = 10d 31/2"4.162"O = 16d FLASHING. OF BRICK LlNj_�_L VERT - Vertical ""II.�O i 1'/,"xO.148"0 = 10dx1f/2" 11/2"xO.131"O = 8&11/2" I I I WWF - Welded Wire Fabric I � I I SHEET 1 OF 8 1 _,11)"1�11, , . - I I I - � I I , . , I IF .1 I _z___ I ,-1 - - -I--- 4"','I"_ _��,_ - --------z__��_ "�, -1 I . ___ __- - __ I I - - I- --- - � - - " ."� � 1 _� -- , � �1_ . - -, I � - � � I - ___ - � , -1 � I � - I I � � -1 �-_-1 - -,I,-I --1.I 11 �. �_ ___ _"_, ____ _______ _�______ ____-____"!A _ __ NOTE: -OR CLARITY- ONLY. VERIFY ALL EXISTING STRUCTURES ARE SHOWN ON DRAWINGS r EXISTING/NEW ELEVATIO�S AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER 11�11VIEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY Lou Pontigo and INTERFERENCE'S AND/ORj DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION Associates, Inc. DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE 1 420 Osceola Avenue ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS Jax. Beach, Florida 32250 OR OTHER MEASURES NBQESSARY TO PROTECT THE STRUCTURE AND ANY Ph. 242-0908 Fax. 241-9557 PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE FL:CA# 8344 SC:CA#3579 ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTACT US WITH YOUR COMMENTS \I,,�COMMENTS @ LP-A.COM NEW (3)2x8 P.T BEAM "X" INDICATED %"0 11 KIP ALLOWABLE H0, P, ALONG EDGE OF HOUSE GALV. ANCHOR ROD LOAD HELICAL PIER AT ADDITION WHERE DRILL-__D & EPDXIED (BY OTHER) TO EXISTING FOUNDATION 7 PLACES ALONG J EXISTING BEAM SHOWS NO. SIGNS OF ROT OR SEE 1 /S3.0 EAST WALL. DAMAGE (TYPICAL) STATE OF f--------------- F4.0 r- ------------------------ 2x1O SYP#2 P.T 2X1O SYP#2 P.T JOIST APPROVED PLAN AS PERMITTED -s, X, OR i Q �'.BEACHES RIM BOARD @ 16"o.c FASTEN TO BYBUREAUOr F3.0 (TYP. 3 SIDES) AND COASTAL SYSTEMS BEAM w/ LUS210 HANGER FLORIDADEPTIOR ------- ENvIRONMEN TAL PRO TECTION 000 ._r___ I-------------- L ------ji i i L-------- LfJfj AND ANY OTHER AUTHORIZED 7111 X CONTRACTOR VERIFY THESE L 6x6 P.T FULL HEIGHT APPROVED CONSTRUCTrON ISIONS DATE ACTIVITIES MINIMUM FOOTING SIZES AT THESE MUST COMPLY WITH ALL CONDITIONS OF TIM -------- -------- --- ----- POST (4 LOCATIONS) PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LOCATIONS OF WEST SIDE. IF SMALLER LIMITED TO SEE DETAIL 1/S4.0 THOSE BOTH S[IoWN ON THE APPROVED PLANS FOOTINGS ARE FOUND, CONTRACTOR F3.0 M IT - k _ AND LISTED IN THE PROJECT SHALL AUGMENT FOOTING PER I F DESCRIPTION. THIS PERMIT Fr IS ISSUED PURSUANf 1,0 Cfj 16 , F.S., AND OTIIER PERMTS DETAIL 3/S1.O (7 LOCATIONS). E=7 F2 PIT KAMI I I (2)9.25"LVL (BELOW 4 MAY BE FEQUU�ED. -7 ? 12 JOIST) TFFI I I I I I I I I I I I 11.1111111111 TE TNQ. FIELD ALTERATION ---------- Lj_ LILI 11 ' IF CONTRACTOR SHALL CONTACT LOU ,,--2xlO SYP#2 P.T JOIST PONT GO a -1- 7- R TO F @ 16"o.c FASTEN TO MAKING ANY STRUCTURAL FIELD CH MAY VARY FROM THE INTENT OF THE ORIGINAL LED ER w/ LUS210 HANGER CONSTRUCTION DOCUMENTS.ANY �FR'01` -------- BEING APPROVED BY LOU PONTIGO a _j V 41 ASSOCIATES MAY RESULT IN U_ lej� S ADDITIONAL ENGINEERING OR INSPECTION FEES. ON IF 0 U DAA T 111111 L i / I F3.0 I -TPER-DETAIL-27$1- _1`+X14 r. POST A, (2 LOC T110NIS - - ----- ------------ I_ ------- N IVP 1 2X10 S 'P#2 P.T. _7 F3.0 LED-GER -FASTEN-TO A[ I W I� Uj �k=/4-A 3 FF � �F_ I Y +18.00 TAPC @ 16"o.c if EXISTING 2x8 I II I lu R FLOOR JOISTS TO REMAIN I MI 1 11 1 11 (2)2xlC SYP#2 P T ' z LL F4.0 STRINGTR I Hi 11 1 M I H 11,111 (TYP. CONTRACTOR VERIFY MINIMUM 8x16 SOLID FILLED CMU PIER df ------- -- r T I y A I I NOTIFY ENGINEER FOR ALTERNATE F- ------------ IF SMALLER PIER IS FOUND, ----- ----- 4< --------------- ------ PIER DESIGN (7 LOCATIONS). C __,-EXISTING..D�CKI,NQ TO --"BE I FF I I I L REPAIRED OR �REPLACED EXISTING 2x8 AS REQUIRED FLOOR JOIS S TO`REMAI (2)9.25"LVL (BELOW LL F� JOIST) If U Uj EXISTING L CONCRETE SLAB-, 1 11 20101W P T1 KAM- 2x1 0 4< U & T RIM 0 A R-"'D (TYP. 3 ,1SIDES) N, 4< z Uj------- ---------- ------------------ 4fl _71UP 7\-HUCQ412-SDS 4 LL CONCEALED FLANGES L---- ------ 16"o.c FASTEN TO AND POST CONDITIONS BEAM w/ LUS210 HANGER POST: BOX COLUMN w/ (n Uj 4x4 P.T. SYP#2, SEE 1/S1-0 HUC210 HANGER POST TO SLAB: ABU44 (2 LOCATIONS) (TYPICAL (4) PLACES) FOUNDATION AND OF FRAMING PLAN r/ SCALE: 1/4" V-10" NEW POST (SEE PLAN) NOV 6 7 2"i'l 3 FASTEN TO WOOD BLOCK W/4-MTS20 TYP. EXISTING WALL RESOURCE MANAGEME-IN EXISTING FRAMING FLOOR JOIST P.T SHEATHING AND LUMBER EXISTING FLOOR SHALL BE USED IN THE PORCH BEAM SUPPORT POST FRAMING k NAVD +22.64' LOWER 4' OF BOX COLUMN. IF 4x4 IS SPECIFIED ON PLAN, IV- FOUNDATION PLAN WATER PROOFING IS THE USE (2)2x4 SYP#2 SUPPORT. 0 +22.64', TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, .RESPONSIBILITY OF THE BUILDER. F, IF 6x6 IS SPECIFIED ON PLAN, A-, NAVD +22.01' THESE DESIGN PLANS AND SPECIFICATIONS ARE IN MIN. (2)2x4 PT SYP #2 24" MAX. USE (2)2x6 SYP#2 SUPPORT. (4)2x8 ,SYP#2 P.T CE WITH THE CODES ESTABLISHED IN 6213-33, 12" MIN. THICK GALV. "'s OT SCALE DIMENSIONS FROM W % - BLOCK EXISTING OR---' FLORIDA ADMINISTRATIVE CODE. THESE DRAWINGS.IF A DIMENSION IS UNCLEAR RFFER TO THE ATTACH PORCH BEAM TO EACH END - ANGLE BRACKET REPLACED ARCHITECTURAL DRAWINGS OR WELDED TO PIER RE CONTACT THE E.O.R, RATED WALL SHEATHING w/ SUPPORT POST W/ (2)HTS20. X END BEAM FOOTING SCHEDULE AND NOTES XISTING AND BOLTED TO 8d @ 6" O.C. EDGE & FIELD. z", A NAME CONCRETE PIER WOOD BLOCK w/ 'L N ATTACH SUPPORT POST TO TYPE LENGTH WIDTH DEPTH BOTTOM BARS C OIL NAVD +18.14' SYP#2 PIT SOLE PLATE (MIN. 8x16 CMU, rFARR RESIDEN E - MODIFICATIONS FOUNDATION WITH HTT4 2-%p)0 BOLTS. I SEE PLAN) F2.0 2'-0" 2'-0" 3-#5 EA. WAY BOT. DESIGN/DRAWN/CHECKED SEE PLAN FOR SOLE PLATE INCREASE------*' -#5 L.W BOT. 3 w/ 5/8 "OxC' EMBED EPDXY ROD. U.O.N. 1 0 F2.Ox4.O 2 4 CS KJL /LAP ANCHORS 11 KIP ALLOWABLE FOOTING SIZE 5-#5 S.W BOT. #4 @ 8" (TYP.) F2.5 2'-6- 2'-6" 1 _O" 3-#5 EA. WAY BOT. DATE LOAD HELICAL PIER ADD TO EXISTING SFF PLAN\ -0" -0. -#5 EA. WAY BOT. 11.05.2013 F3.0 3' 3' 3 BOX COLUMN (BY OTHER) ESTIMATED 1-0. CONTROL NO. F3.5 3'-6" 3'-6" 1 4-#5 EA. WAY BOT. MAY BE USED IN LIEU OF 4X4 OR 6X6. N A VD 5.0' ELEVATION TO BE ADJUSTED DRILL & EPDXY �-EXISTING - - F4.0 4'-0" 1-011 4-f5 EA. WAY BOT. 1237 4'-0' ESTIMATED AS REQUIRED TO ACHIEVE DOWEL #4 @ 8 0.C. CONCRETE FOOTING TRUSS ID. 4 6" 1 4'-6 1'-0" 4-fa EA. WAY BOT. F4.5 ELEVATION THE REQUIRED TORQUE TO ALONG FOOTING 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE N/A SUPPORT ALLOWABLE LOAD FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUIT�;, ELECTRICAL EMBEDS, LPA NO. STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR BOX COLUMN POST w/ OUT SUPPORT REFERENCE ONLY. FARR-13-00577 AUGMNET FOOTING DETAIL SHEET I�-o AT FOUNDATION 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 1\ 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED Oily S, PROCTOR IN ACCORDANCE WITH ASTM D 1557. sto 4 SHEET 2 OF 8 ro-u"'Pon tigo and Associates, Inc. 420 Osceola Avenue jax. Beach, Florida 32250 Ph. 242-09Q8 Fax. 241-9557 F L:CA# 8344 SO CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS@ LP-A.COM j P 0 No. 5;3 3Y2"x7" PIS-L:-- -------------------------- o STATE OF PQ-ST- AT--THI-S--E-NL i - F i OF STEEL BEAM, SEE 7/S3.0 S3. 5Y4"x5Y4" PSL SEE 1 OE -FORBEAM CONN. POST AT THIS NODE OF STEEL BEAM, S-T-13 6x6 P.T FU REVIS SEE 10E/S3.0 C4 i L ---- __j i -- ---- - BEAM POST (4 LOCATIONS) 0 A SEE DETAIL /S4.0 APPROVED PLAN AS PERMTTED z > (3)1.75X9.25 1.9E LVL BY BUREAU OF BEAC�IES SIMPSON W6x25.--,STEEL-8 L AND COASTAL SYSTEMS HUC ---------71�4---------------- ----------------- 210 3 FLORIDA DEPT 0 SEE 10B/S3.0 (2) 9.25"1 VL I�N�ONMENTAL PROTECTION T S 00 SIMPSON APPROVED X e�--- CONSTRUCTION AND ANY 0774ER AUTHORIZED 110 S /Ln HUCQ610-SDS ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE -FDR CO PERMIT. CONSTRUCTION ACTIVITIES ARE STRICTLY AND 005 , LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS -2=1-/2)- 3 4 FIELD ALTERATION ((2)250 W-- AND LISTED IN F/' S-F7 BE THE PROJECT DESCRIPTION. CONTACT LOU DECORATIVE BRACKET, IS ISSUED PURSUANT To CK 161, F.S., AND OTHER PERMTS PONTIGO a ASSOCIATES PRIOR TO tun FASTEN BEA TO THIS PERMIT CONTRACTOR 5 I I I 'e' MAY BE REQUIRED. SEE ARCH. C14 7 POST w/ 2-SIMPSON MAKI / R�f All A V I MODIFICATIONS WH CH MAY VARY r P .0 STRAPS FROM (2)2 x8 V fA IVI THE INTENT OF THE ORIGINAL S P C14 CONSTRUCTION DOCUMENTS.ANY 11 YPICAL. FIELD ALTERNATIONS MADE PRIOR TO 7-- ID ] TC/ BEING APPROVED BY LOU PONTIGO Ft 4jfr7 -VEMTNU. rib I/ ASSOCIATES MAY RESULT IN /PF VIP,, is —--——----——————--—————————— ADDITIONAL ENGINEERING OR �3111.75�11 4.0 1.9E LVL INSPECTION FEES. 171'. iui- I-NJ 'z 1-L (DR (,TEM. 11",---------------------- EXISTING STRUCTURE of > Ln UJI TO REMAIN "As-is jW6x25 SIFEEL BEAM SIMPS L BEAM (2)2x6 SYP #2 SIMPSON— H. 44tA4--- --------- -------------------- EXCEPT AS NOTED 61 U-,, S U S POST BELOW ,k \j- ———————————— HUC210-3 HUCQ U) SEE-/ BEAM 3Y2"x7" PSL -C� 1 OD/S3.0 SEE 1OB/S3.0 POST AT THIS END X OF STEEL BEAM, 'p FOR CONN. . K A SEE 10E/S3.-0 U') C14 C 2)2xlO-1/2) s� U. (2)2 Al "'(3)2 6 SP 2 1 SIMPSON x6 SYP #2 Cr H U CQ61 0-SD S E � POS W POST BELOW 0 C14, WN, C BEAM BEAM n/ -ALL EXTERIOR WALLS AT Lr .75�Xl 4.0 1.9E LVL _C THIS LEVEL ARE: - - --------------- C CONSTRUCTED OF 2x6 SPF#2 @ 16"o.c WALL FRAMING (U.O.N.:):�:4- HIS LL WALL FRAMING COMPLIES U j C14 -WITH DEFLECTION CRITERIA. 0; C14 4< N ?9 LU 5"" T2mu Ad, LL L---- --------- - SEE 7/S3.0 ---------- 0 R BEAM CONN. A POST: BOX COLUMN w/ 4x4 P.T. SYP#2 BEAM TO POST: a C zol 2MSTA24 w/9-10d EACH END B EAM TO WALL FRAMING: SEE DETAIL 7/S,3.0 n/ (TYPICAL (4) PLACES) FIRST FLOOR WALL FRAMING PLAN SCALE: 1/4" 1'-0" Al FIRST f; FLOOR 'A WALL FRAMING PLAN 00 NOT S ALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION Is REFER TO THE UNCLEAR ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR AN NAME C (FARR RESIDEN E MODIFICATIONS DESIGN/DRAWN/CHECKED CS KJL LAP DATE 11.05.2013 CONTROL NO. 1237 TRUSS ID. N/A LPA NO. FARR-13-00577 SHEET 4;— q5K6P SI -A SHEET 3 OF 8 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L: CA#8344 SC:CA#3579 CONTACT 115 WITH YOUR COMMENTS COMMENTS @ LP-A,COM p 0�v ee No. 53 91 V all) -o % STATE OF 2x8 SYP#2 FLOOR % JOIST @ 01 F-------------------------- 2x4 SYP#2 P.T 2X4 SYP#2 P.T JOIST S3.0 vt� RIM BOARD 0 16"o.c FASTEN TO A L VN A (TYP. 3 SIDES) BEAM W/ LUS210 HANGER ..... . . . . . . . �ISIONS DATE APPROVED PLAN AS PERMITTED /,-6x6 P.T FULL' HEIGHT BY BUREAU OF BEACFIE S Lo EO POST (4 LOCATIONS) AND COASTAL, SYSTEMS (3)1.75X9.25 1.9E LVIL FLORIDA DEPT OF SIMPSON H '28-2 ------------- UC ENVIRONMENTAL PROTECTION SEE 1OB/S3.0 STEWBEAM :zfF APPROVED CONSTRUCTION AND ANY OTHER (2)9,25"LVL (BELOW AUTHORIZED IN ACTI VITIES MUST COMPLY WITH ALL CONDITIONS OF U-M -j CC' j H SHOWN ON THE APPROVED PLANS JOIST) PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY IL----- X FIELD ALTERATION --- ----- --------- --- LO J 0) 2x� SYIj#2 11-0-0� JC�ST I� 6 o.c AND LISTED IN THE PROJECT DESCRIPTION. THIS PERNUT CP r- > - ,I — - I I I I I I TF1 1, IS ISSUED PURSUANT TO CIL 161, F.S., AND OTHER PERMITS CONTRACTOR SHALL CONTACT LOU MAY BE REQUIRED. PONTIGO a ASSOCIATES PRIOR TO L2xlO S OIST L0 FE 4. 1 1 1 1 77 TTT I I YP#2 P.T J MAKING ANY %-4 L?') (9) 16"o.c FASTEN EA. MODIFICATIONS WHICH MAY VARY cy; F V— FRO CONSTRUCTION DOCUMENTS.ANY END w/ LUS210 HANGER 'REVIEWED -D�FE X 5N FERIVUTNO. FIE D ALTPEPRNVAETDIONS=DE PRIOR TO LO BEL r.9 ING A '0 By PONTIGO a k' 00 -w 9 E L VA�jj ��HSTE ASSOCIATES MAY RESULT IN X A ADDITIONAL ENGINEERING OR - ;I -------- --- --- 3 J 14- -. aE: - INSPECTION FEES. IT[ 0 1 W6x25 STEEL BEAM ---------- ------ 3. -------------- Fr-- 05- TE.4 -�j S+#11 FqPO� J(JISI I @Ill 6 1p.c SIMPSONJ ?�l 0 SY 1P-TJ I HUC28-2 61 J , SEE 1OB/S3.0 > Ij -j IL lit' I Ujc� X8 ' YP 2 F A 1 014 r DIS- @ 6" C 1717 !ny-- U L X r U. SYP#2 FLOOR cr 2x8 6 O.-C --,��PIST @ 1""' X LLJ C �4� '!EEL- -BFAM- @ nI (3)1 .75,' :14.1 1.9E LVL- W -7 JA 0 --�-5/4x(3 IPE WO D DECKING A 8 J--y A LLI a J"j -z'q�-�Sw >:I LL w )9'25"LVL /BELOW L.Li T 'j, j1j JOIST) 4< U n 00 00 PIT K k[9 "�2x4 SYP#2 P-.T R I M X X CIO J1 112x811SYP 2 �(00 JOI$T 16" �-c c\j c\j 00 41 BOARD (TYP 3 SIDES) Uj X Uj 7 IrTr 77 it 1\\—HUCQ412-SDS LL A :'11 'LANCES 7" CONCEALED V K 2x D H -ADF. 2 01-,,H L 2X4 SYP#2 P.T JOIST H'ANGER - A:T LVL v) -UM5 @ 16"o.c FASTEN TO �AND POST CONDITIONS BEAM w/ LUS210 HANGER RAFTER UPLIFT STRAPPING NOTE: p STRAP ROOF RAFTERS TO BEARING J HUC210 HANGER A EA. SIDE OF BEAM WITH 2-12d TOENAILS & 1-SIMPSON L H2.5 UPLIFT STRAP UNLESS (4 LOCATIONS) OTHERWISE NOTED LL SECOND LEVEL JOISTPLACEMENT PLAN 41 SCALE: 1/4" 1'-0" 31 SECOND LEVEL TRUSS PLACEMENT PLAN Do NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR REC'OEIVED PLAN NAM E (FARR RESIDENCE - MODIFICATIONS 101107 2013 DESIGN/DRAWN/CHECKED OF WATER CS KJL /LAP DIVISION RESOURCE MANAGEMENJ DATE 13 C ONTROL NO. 1237 TRUSS ID. N/A LFA NO. FARR-13-00577 AIM, SHEET ig q !5 e (mor LT . ......r Lij LU I IE =mmm -----------------------� S12 SHEET 4 OF 8 Lou Pontigo and Associates, Inc. 420 Osceola Avenue jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM wo--� P 0 v, E P-4 (2)2x6 STUDS BELOW S2.1 No.5331 Rn CONTINUOUS HEADER. STRAP HEADER TO STUD STATE OF Al w/ 2—MTS12. I 0 AI)PROVED PLAN AS PERAOTTED BY BUREAU OF 13EACHES AIND COASTAL SYSTEMS REVISIONS DATE -Z-17' L(2)2xl 0-1/2 (2)2x6-1/1 FLORIDA DEPT OF ENVIRONMENTAL PROTECTION (2)�XB-1/2 APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED T OVER 3 WINDOWS ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE �0 C\j C) X LLj PEW41T. CONSTRUCTION AND ACTIVITIES ARE STIRICTLY IT LIMITED TO THOSE BOTH StIOWN ON THE APPROVED PLANS Cf) IN 00 AND LISTED IN THE PROJECT DESCRIPTION. THIS PERNUT C4 X IS ISSUED PURSUANT `f0 C11 161, F.S., AND OTHER PER2%TS '-�Sao)/ CI- 44 W9 MAYBEREQUIRED. FIELD ALTERATION LU V) C', 7 CONTRACTOR SHALL CONTACT LOU �-O REVIEWED DA:rff FERAUTNO. PONTIGO Ft ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WH CH MAY VARY C C) FROM THE INTENT OF THE ORIGINAL :Z 1 V 13 CONSTRUCTION DOCUMENTS.ANY Uj 0 FIE D ALTERNATIONS MADE PRIOR TO ILL] -Z A 2 �-O < C� CD EXISTI G STRU ' Ile) E3 X m TO RE AN�IN S I LLJ 04 0 10 C14 EXCE' T NOT'-7r) < (1 0 -X6//SP A'? Uf I M-- - -/ �i, It z- Ld U T )2x6 �/Y # S, A H P �7' o-F Ef G K�N'G POS �, W/ z 0 < /,1(2)MM//,TS1 T C4 < I& :z U-11 -L-7 LLI Uj —7 -/1 X __j 7- 7' rq CD (2)2x6-1/1� (2)?xI6-1/1� < S 2.'2 LL- U. cy, Lij CD C) C ell X ALL EXTERIOR WALLS AT 04 I I n1 > rn THIS LEVEL ARE: 7- Lr ry 4< CONSTRUCTED OF 2x6 C �!�FF#2 16"O.0 WALL 4< FR�AMING U O.N. THIS Qip �6� WALL FR 1 09 P,L I E S I SIMPSON TERIA. WITH DEF CT ON RI LGU3.63—SDS 00 I X LL 2 661 2 1 Lr POST -AT TH U X EN -,-n (2)1.75x11.25 1.9E LVL A CEILING E3,EA I 741 UPSET BEAM A F 'ro H=Q=a=:0:=0 , U q a a a 0 4< z TE Q AM :kE T S "N LLJ R� S L /r LL SLOIPE CUT AT END T FIT m/ ROOF SLOPE x8-1/2 9 1 OVER WINDOWS �g' 2)2x6 STUDS BELOW ONTINUOUS HEADER. STrP HEADER TO STUD w/ 2—MTS12. rl 5-12d RIDGE BEAM, TOE NAILS SEE PLAN. (TYP.) SECOND FLOOR WA IL FRAmING PLAN SCALE: 1/4" 1'-0" SECOND 8-12d NAILS AT THIS END, FLOOR EACH RAFTER. 2X6 S)'P#.2 COLLAR TIES WALL w/ 8-12d NAILS EACH END, AT EACH RAFTER. CONVENTIONAL JOIST CONVENTIONAL JOIST FRAMING SYP#2 @ 16" O.C. SYP#2 @ 16" O.C. SEE PLAN PLAN SEE PLAN 4-12d TOENAILS DO NOT S ALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS THIS END. 2x8 SYP#2 CEILING JOIST UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR @ 16" 0.C. H2.5T UPLIFT CONNECTOR H2 5T UPLIFT CONNECTOR CONTACT THE E,OR. AND 2-12d TOENAILS EACH AND 2-12d TOENAILS EACH x8 SYP#.2 CEILING JOIST NAME PLAN A SIDE OF RAFTER. SIDE OF RAFTER. A35 CLIP ANGLE w/ 5—j2d NAILS EACH END, 2x6 SYUj .2 CEILING JOIST (FARR RESID�NCE - MODIFICATION) THIS END OF AT EACH RAFTER. wl 5-12d NAILS EACH END, DES16N/DRAWN/CHECKED CEILING JOIST 0.1 AT EACH RAFTER. CS KJL LAP J1, DATE \— NEW CEILING BEAM 11.05.2013 SEE PLAN INTERIOR CONTROL NO. PARTITION 2x6 SYP#.2 COLLAR TIES 1237 WALL w/ 5-12d NAILS EACH END, TRUSS ID. AT EACH RAFTER. /A N LPA NO. -13-00577 FARR SCHEMATIC SECTION SHEET SCALE: 177 1,77, S2.1 SHEET 5 OF 8 Lou Pontigo and Associates, Inc. 420 Osceola Avenue jax. Beach, Florida 32250 -0908 Fax. 241-9557 Ph.242 FL:CA# 8344 SC:CA#3579 A13PROVED PLAN AS PE�RMTTTED BY BUREAU OF BEACI-IES CONTACT US WITH YOUR COMMENTS -A.COM AND COAS'f'AL SYSI,'E�TMS COMMENTS @ L? FLORIDA DEPT OF -VIRONMENTAL PRO'FLXfI0N N S2.1 E p 0/V ACTIVITIES ———————— APPRONrLD CONSTRUCTION AND ANY OTI-TER. AUTFTORIZD 2x1O SYP#2 ROOFI�JOIST r-------------- MUST COMPLY WITII ALL CONDITIONS OF TfiE S PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTI-I SHOWN ON THE APPROVED PLANS 2x1O SYP#2 ROOF JOIST @ 16" O.0 No. 3. 1 LINE....I.N.— ILING BRACKET FOR BARGE = * .1 1 Cn AND LISTED IN TI-IE PROJECT DESCRIPTION. TI-11S PERMIT BE—L=G&W--R=Q() RAFTER, SEE 2/S4.0 IS ISSUED PURSUANT TO CIL 161, F.S., AND OTIIER PERIMITS MAYBEREQUIRED. TE OF (2)1.75x9.25 LVL RAFTER— EA. SIDE OF RIDGE AT ILI Whu D X- I'E LARGER GABLE. PERMIT NO. LL 2x6 SYP#2 C R TIE. FASTEN REVISI&�9' DATE O � EACH END w/Al 4--X-3" SIMPSON IDI SCREWS, \�S4.0 2xl RIDG FIELD ALTERATION BRACKET FOR BARGE 2x12 SYP#2 RI E B�ARD 0 RAFTER, SEE 3/S4.0 III Fill] CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD (4 LOCATIONS) -(3)2) 6 Syl h2 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL KING POST w/ CTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO -S12 - CP (2)MI BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN =-M —&—B( T—. Y INSPECTION FEES. \'—(3)2x6 S'I'P#2 /—(3)2x6 SYP#2 Tn 11 L KING POST wl KIN 37 POET w/ z (2)MTS12 TOP (2)1 ITS1 2 TOP R & BOT. TYP. yp OT —1 SIMPS ON LUS210 (2) .75xl4.0 1. E LVL RIDGE —rF.- 8 OVER AME R FTERS 24" O.C. 1 OVERFf AME LEDGER S3& EE 6/ S2.2 z LL 2x1 0 qI RAME C > 00 RAFTERS 0.C. (\ rp/ O'c "M w/ OVERFR ME DGER ry )EE /S3.0 L C LL"o LL N U Lf 4< U L---------- ---- z -lu-- ---L-L J T —rN LU PAFTER LJPLIFT STF�AIPIPING NOTE: STRAP ROOF RAFTERS TO 4EARING WITH 2-12d TOENAILS & 1—SIMPSON IESS H2.5T UPLIFT STRAP UNI] OTHERWISE NOTED kD ROOF FRAMING PLAN't SCALE: 1/4" = 1'-0" Iry NOTES: 1. ALL ROOF AND CEILING PROFILES PER ARCHITECTURAL DRAWINGS. kk L.L TOE NAILS RIDGE BOARD, (TYP-) 2x6 SYP#2 COLLAR TIE. FASTEN SEE PLAN. EACH END w/6—Y4"xY SIMPSON ROOF SIDS SCREWS, TRUSS CONVENTIONAL JOIST cc . o CONVENTIONAL JOIST PLACEMENT I-" . o . I SYP#2 @ 16" O.C. S'YP#2 @ 16" O.C. SEE PLAN SEE PLAN PLAN H2.5T UPLIFT CONNECTOR AND 2-12d TOENAILS EACH H2.5T UPLIFT CONNECTOR AND 2-12d TOENAILS EACH DO NOT SCALE DIMENSIONS FROM SIDE OF RAFTER. THESE DRAWINGS.IF A DIMENSION IS SIDE OF RAFTER. UNC LEAP PEFER TO THE ARCHITECTURAL DRAWINGS OR 2x6 SYP#.2 CEILING JOIST PLAN NAME w/ 5-12d NAILS EACH' END, FARR RESIDENCE — MODIFICATIONS TE DESIGN/bRAWN/CHECKED AT EACH RAFTER. ME t C; E I V INTERIOR CS / KJL /LAP 2x6 SYP#.2 CEILING JOIST NOV 07 2013 PARTITION DATE w/ 5-12d NAILS EACH END WALL DIVISI()I�j ol- VVA I EN 11.05.2013 AT EACH RAFTER. RESOURCE MANAGEMENI CONTROL NO. 1237 SCHEMATIC SECTION TRUSS ID. �.2 SCALE: 1/2" 1p-0" N/A LPA NO. FARR-13-00577 SHEET S2.2 ROO F FRAMING TOP PLATE ELEV. Lou Pontigo a n d 5/8"0 A36 THREADED ROD H2.5T AT ROO Associates, Inc. EXISTING WALL DRILLED & EPDXIED FRAMING FRAMING 420 Osceola Avenue DOWN INTO NEW OR �-12d TOE TOP PLATE TO STUD jax. Beach, Florida 32250 EXISTING CONCRETE \IAILS (2 EA FOOTING (MIN. 6" EXISTING FLOOR 2x4 OUTLOOKER SIDE) 2x4 BLOCKING H2.5T @ 32" ON-CENTER Ph. 242-0908 Fax. 241-9557 F L: CA# 8344 SC:CA#3579 EMBEDMENT) FRAMING @ 24" O.C. H 2.5\T ROOF SHEATHING HURRICANE CLIP TOP & BOT. OF CONTACT US WITH YOUR COMMENTS PER PLAN H3 @ EACH HEADER TO JACK STUD CRIPPLE STUD ---- FOR RAISED HEADERS, OUTLOOKER MS24 STRAP EACH @ 32" O.C. STRAP THE TOP ,gk NAVID +22.64 SIDE OF HEADER PLATE TO HEADER WITH =__Z z=1 171, '0 LSTA12 @ 32"o.c IN LIEU OF THE H2.5T STRAPS -------(2)2x4 SYP#2 EXISTING OR 0. 5331 TOP PLATE STUD TO LOWER FRAMING: T REPLACED RAFTER, MS24 OR CS16 STRAP END BEAM SEE PLAN SIMPSON H2.5T ,o STATE OF 4-12d TOENAILS @ 32" ON-CENTER NEW OR EXISTING % APPROVED PLAN AS PER-NUTTED @ EA. OUTLOOKER KING STUD TO LOWER CONCRETE PIER %� 0 ,gk N A VDI +18.14' CEILING BY BUREAU OF BEACFIES I'D FRAMING 2 MS24 OR AN 1, 1151 D COASTAL sys,rEMS IVA I A I MIN. 6" NEW QR EXISTING JOIST BALLOON FRAMED CS16 STRAPS FLORIDA DEPTOF / Ll EiNVIRONMENTAL PROTECTION DATE'� EMBEDMENT CONCRETE FOOTING WALL SEE PLAN j I .. ISIONS APPROVED CONSTRUCTION A" ANY OTI-fER. AUTFIO 2 MS24 OR CS16 ACTIVIIIES MUST COiVIPLY WITH ALL CONDITIONS OF 71 STRAP EACH END PERNIIT. CONSTRUCTION AND ACTIVITIES ARE STR Cn Y, CORNER ANCHOR ROD DETAIL WOOD BEAM LIMITED TO THOSE BOTII SHOWN ON THE, APPROVED I LA_�7 AND LISTED IN TffE PROJECT DESCRIPTION. THIS PI RK P OF WALL SEGMENT IS ISSUED PURSUANT TO CIL 161, F.S., AND 011iM PEI MAY BE REQUIRED. lew "REVIE WED DATE FER.MIT N. FIEUD ALTERATION CONVENTIONAL WALL UPLIFT STRAPPING TO BEAM CONTRACTOR SHALL CONTACT LOU 0 a ASSOCIATES PRIOR TO BALLOON FRAMED GABLE END r3 PONTIG T AIL MAKING ANY S PUCTURAL FIELD DET SCALE: N.T.S MODIFICATIONS WH CH MAY VARY C SCALE: N.T.S FROM THE INTENT OF THE ORIGINAL SCALE: 3/4" CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 4 BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR. CONVENTIONAL ROOF SCHEDULE ASPHALT SHINGLE UPLIFT CONNECTOR @ 5-10d TOENAILS _4 ROOF RAFTER MAXIMUM SPAN RIDGE BOARD, ROOF SHEATHING SPECIFICATIONS: (SYP #2) CONVENTIONAL ROOF SEE PLAN. @24" O.C. @16" O.C. DBL. TOP PLATE 7F SHINGLE- MIN, 7/j, ", 24/16, APA_/ FRAMING, PER CONVENTIONAL 9)-gp) 2x1O SYP#2 LEDGER, RATED OSI3 OR PLYWOOD SHEATHING, ROOF SCHEDULE BELOW. 2 x 6 11'-11 (1)H2.5T OR 4-12d TOE NAIL A CONVENTIONAL FASTEN LEDGER TO ROOF NAILED w/ 0.113x2" RING SHANK 2 x 8 1 2P-4p? 15)-2" (2)H2.5T OR 8-12d TOE NAIL RAFTERS, SEE THRU PLYWOOD DECK w/ ROOF FRAMING PLAN, NAILS @ 6" O.C. EDGE & 6" O.C. -#1Ox33/," DECK SCREWS Uj 2 x 10 14'-81) 18)-0" (1)MTS1 2 4 EASE FIELD (AT GABLE ENDS DECR w/ 1" DIA. WASHERS AT EACH EDGE NAIL SPACING TO 4" O.C. 2 x 12 17)-3)) 21)-2)? (2,)_MTS12' ROOF SdEATHING. 4 EXISTING RAFTER INTERSECTION. WITHIN 4'-0" OF ROOF EDGE). J 1 ROW 10d CO�MON CEILING JOISTS PER SCHD. CEILING JOIST SCHEDULE NAILS @ 3 0C OVERFRAME RAFTERS, U. 0 0 0 0 ON S1.1 & S2.2 0 0 0 0 0 0 SEE PLAN w/ 8-12d COMMON JOIST MAXI�AUM SPAN X C r) < \, , ."'2x6 SYP No.2 COLLAR TIES W/ rl 0 WIRE NAILS EA. END INTO (SYP #2) @24 @16 0.C. S. (TYPICAL) -12d NAILS EACH END, -8d V RAFTER 8 SIMPSON H3 w/ 8 Lr 2 x 6 9f-6pf 111-8)) A , COMMON NAILS FROM AT EACH RAFTER. RAFTER TO LEDGER C. 12)-4$3 15-133 NOTE: COLLAR TIE TO BE LOCATED _8" 18 2 x 8 Ld EXISTING�'ROOF 2 x 10 14' 0 N CONVENTIONAL ROOF FRAMING: 0 'HIGHER THAN 2/3 THE TOTAL TO JENAIN _NAL FRAMING LOCATED OVER OTHER ROO 1. AT CONVENTIO A V HEIGHT OF THE RAFTER 2 x 12 17)-2)) 21 p-1 LL RAFTER C14 Uj FRAMING, SEE LEDGER BOARD DETAIL 6_/S3.O--FOR ATTACHMENT LL OF OVER FRAMED RAFTERS TO MAIN RAFTERS. ATTIC. DESIGN CRITERIA:`- ,,-,,BEARING 10 PSF DL, 30 PSF LL 4< 2. WHEN USING TWO- .5T CLIPS ON 11/2" WIDE LUMBER, PLACE PROVIDE SOLID BRIDGING AT CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. MAXIMUM SPACING OF 8",-0. 'N, UJ AND AT JOIST BEARING ENDS NOT NAILED TO ROOF RAFTERS. LL r6 TYPICAL COLLAR TIE DETAIL LEDGER/OVERFRAMING RAFTER -HED. Et S�_ TYPICAL CONVENTIONAL FRAMING DETAIL CALE: 3/4)) V-O)f SCALE: 3/41) SCALE: 3/4" �ROVIDE WOOD BLOCKING IN 2x- SYP#2 PLATE RIPPED TO S EEL BEAM FOR NAILING OF CS1 6 STRAP w/ PORCH MATCH WIDTH OF STEEL BEAM. WALL SHEATHING. � FRAME WALL ABOVE, HEADER, FASTEN w/ 2 ROWS 1/2"0 CARRIAGE n 777= 11 -10dx /2 " NAILS NOTE: WATER r/ SEE PLAN. BOLTS @ 12" O.C. STAGGERED. EACH END. ING (BY (2)2x6 SYP#2 PROOF DBL. TOP ARCHi PLATE W6x25 STEEL FABRICATOR SH NOTE: ALL STEEL BEAM FLOOR DECK, SEE W6x25 k PROVIDE SHOP DRAWINGS FOR'REVIEW CONT. SHEATHING TO BOT. 2x RIM CONSTRUCTION OF LVL BEAM NAIL TO BOARD SPECIFICATIONS. BY ENGINEER PRIOR TO FABRICATION PROVIDE 4-3X,%6" LONG LAG HEADER BEAM STUD WALL, SEE PLAN. SCREWS (2 EA. SIDE, IN SEE PLAN. SIMPSON BEAM w/2-ROWS OF 8d HUSC28-2 HANGER COMMON NAILS @ 4" O.C. 2xB P.T. RIPPED PRE-DRILLED HOLES) TO SECURE MIN. OF (2)2x6 w/ 6-16d TO ITO SLOPE Y8"/FT MIN. PROVIDE SOLID 2x-xl2' SYP#2 OR STEEL BEAM TO TOP OF MULTI-PLY MICROLLAM BEAM. HEADER &6-16d STUD WALL, LVL NAILER CUT TO FIT INSIDE STUD BEHIND SIMPSON SEE PLAN. BEAM FLANGES AS SHOWN. FASTEN PORCH HEADER LUS28 1 D- CONNECTION BEAM OVER HEADER TYPICAL I k CS16 STRAPS 1, TO STEEL BEAM w/ 2-%"0 A325 TO WALL FRAMING. @ 32" O.C. FASTEN CLIP /4"0 x 3XI2 THRU BOLTS w/ WASHERS DETAILS PORCH BEAM FIRAMING/CONNECTION 1 -Lq-- H2.5T @ 16" 0.C.. TO BEAM w/-\\' NEW FLOOR WOODSCREWS INTURRUPT-XDBL. TOP SHEATHING 0 16" O.C. 2x- SYP#2 PLATE RIPPED TO 6-8d NAILS. 2xFULL DEPTH L PLATE TO A�,LOW BEAM EXISTING NEW A BLOCKING BETWEEN TLY ON 10A MATCH WIDTH OF STEEL BEAM. VFRAME WALL ABOVE, TO BEARDI�EC 0 EACH JOIST. STUD WALL, FASTEN w/ 2 ROWS Y4"0x2),2" SELF PSL POST. STRAP DBL Do NOT SCALE DIMENSIONS FROM THESE DRAWIN S.IF A DIMENSION IS NEW 2x NEW FLOOR i DRILLING SCREWS @ 16" O.C. ' ' TOP PLAT�-S ACROSS SEE PLAN. UNCLEAR REFER TO THE FULL HT. SHEATHING PSL w/CS 6 STRAPS w V ARCHITECTURAL DRAWINGS OR 777777777-77 CONTACT THE E.O.R. NEW LVL BEAM 77777-/77- 3-PLY LVL BLOCKING 10C EA. SIDE. NEW (3)PLY SEE PLANN" BEAM, SEE W6x25 S3.0 PLAN NAME 14 LVL PLAN STEEL BEAM FARR RESIDENCE — MODIFICATIONS S IN ALL HOLE, DESIGN/DRAWN/CHECKED CANTILIVER STEEL PEAM SHALL FF ARCH SIMPSON LTP4 (2)1/2"Ox5/2" LONG S CS KJL /LAP BE DR LLED BY LAG SCREWS IN BETWEEN EACH I DATE 0 FLOOR JOIST U." STEEL �ABRICATOR PRE-DRILLED HOLES PROVIDE SOLID 2x'_x32" SYP#2 OR PROVIDE SOI IDI 2x-x32" SYP#2 OR .,_� 11,05.2013 EXISTING FLOOR SIMPSON MTS12 LVL NAILER CUT TO FIT INSIDE PARALLAM PSL POST. (BEAM CONTROL NO. STUD WALL, LVL NAILER CUT TO FIT INSIDE JOIST SIMPSON HUCQ610 HANGER @ EACH FLOOR-/ SEE PLAN. BEAM FLANGES AS SHOWN. FASTEN 1 oc BEAM FLANGES AS SHOWN. FASTEN BEARS DIRECTLY ON PSL 1237 w/ 16—Y4"x1Y2p' SIDS JOIST TO STEEL BEAM w/ 2-3/8"0 A3 10B SIMPSON TO STEEL BEAM w/ 2-3/8"0 A325 POST) SEE PLAN TRUSS ID. EXISTING SCREWS TO HEADER THRU BOLTS w/ WASHERS HUC210-3 THRU BOLTS w/ WASHERS N/A DROPPED LPA NO. @ 16" 0.C.. 1 OE-CONNECTION BEAM OVER PSL POST FLITCH BEAM 6-Y4"x2Y2" TO BEAM. @ 16" 0.C.. FARR-13-00577 TO REMAIN SHEET CONNECTION DETAILS FOR STEEL BEAM SECTION AT CANTILIVER NEW BEAM CONNECTION r9 S3,0 �Saq� �10 C F R 0 R 0 N AM 0 VE F N N S -'I N G' P CHE A L ER L z D U, 1��10 Pi L Lou Pontigo and Associates, Inc. 420 Osceola Avenue jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL: CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS �o, prl� V/'% P. --—–––––––––––––— No. 53 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, A -o % STATE 0 F THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS ARE IN APPROVED PLAN AS PER COMPLIANCE WITH THE CODES ESTABLISHED IN 6213-33, FLORIDA By BUREAU OFBEA MTTTEI) R 10 0 CIJES �,p AND COASTAL SYSI'EMS ADMINISTRATIVE CODE. FLORIDA DEPTOF 6�ONAL 1'�NVIRONMENTAL I-IRO-_rECTIOX THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS ARE IN APPRO-VED REVISIONS DATE COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED -7 CONSTRUCTION AND AW, OTHER IN CHAPTER 12.9.1 AND CHAPTER 13.5.1 OF THE FEMA 55, ACTIVITIES AUTHORIZED MUST COMPLY WIT11 ALL CONDITIONS OF THE COASTAL CONSTRUCTION MANUAL. PEI�Mff- CONSTRUCTION AND ACTIVITIES ARE STRICTLy LIMITED TO THOSE BOTH SFIOWN ON THE APPROVED PLANS AND LfSTED IN THE PROJECT DESCRIPTION. THIS PERMIT THE ELEVATED DECK HAS BEEN DESIGNED NOT TO INCREASE THE IS ISSUED PURSUANT TO CH. 161, F%S RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL MAYBE ItE QUIRED. AND OTIER _pEjQj.UTS STORM EVENT AS REQUIRED BY FAC 6213-33. AIEWED THE ELEVATED DECK HAS BEEN DESIGNED AS AN "EXPENDABLE --------—-- STRUCTURE" IN COMPLIANCE WITH THE CODES ESTABLISHED IN r FIELD ALTERATION 6213-33, FLORIDA ADMINISTRATIVE CODE. CONTRACTOR SHALL CONTACT LOU PONTIGO Ft ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICA DNS WHICH MAY VARY TI FROM THE INTENT OF THE ORJGINAL CONSTRUCTION DOCUMENTS.ANY FIE D ALTERNATIONS MADE PRIOR TO B ING APPROVED BY LOU PONTIGO Ft ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEEPING OR 5y4X6 IPE WOOD DECKING X 11, E 11, T R T IL Ai_� F C T&G EXTERIOR GRADE qpT . �F ST�N 2c PLYWOOD WIR NA �I JK ---—--------- 0 LU 2X4 SYP#2 P.T RIM \-2xl 0 Sy BOARD LEDGER. F 'STEN TO P.T JOIST HOUSING FOR RETRACTABLE WALL W/13 Y4 x,3 Y2 WOOD S�R & LUS28 HANGE SCREEN -, SIZE TO BE L.L 4-12d O.C. CONFIRMED 13Y MANUF. 20%2'-O"d CONCRETE SEE ARCH. DONUT" FOUNDATION C 11 ry > cc) TIONS) (TYPICAL 4 LOCA N51%1_� ROOF SHEATHING 6X6 P.T FULL HEIGHT PER CONSTUCTION MSTA24 ,.-FLAT-STRAP Lir, POST (BEYOND) MSTA24 I A _0` "TOP OF EVERY AT STRAP L' NO" SPEC's AQ C ALONG TOP OF EVERY OTHER RAFTER, -ROOF SHEATHING R-RAFTER, THRU SMALL SLOT ,OTH - . . . . . . . . . PER CONSTUCTION < 6x6 P.-T. S_YP #2 THR IN WALL SHEATHING� SPEC's LL A D-11 U SMALL SLOT I W 21,131 IN WALL SHEATHIN'G FASTENED TO NEW EXISTING��L DECKING TO BE LL FASTENED T ROOF FRAMING SEE PLAN U Lu D �OR,:�REPLACED REPAI NEW (2)2x6 BLOCKING RAFTER RE -17 Lf DETAIL A - A (2)2A BLOCKING AS REQUIRED a - - - - - - 2X1 0 SYP#i�`,'P:.,T, !JQIST 2-10d TOENAILS (2)24 FLATV13LOCK NAVID +22.64' _h�_ @ 16 o.q -F A S T'E!'�N' T'6 BETWEEN W<-L STUDS LU LEDGER w" / LUS210 'HANGER '0.131 x3'j w/81- JOE (2)2x6 FLAT BLOCK LL NAILS EA. ENI� ��2X`10 SYP#2 P.T RIM (4 TOP AND BOTTOM)-�� Ln EXISTING OFF-GRADE 00 w/8-0.131x3" TOE BOARD FRAMING & STEMWAL BEAM SEE .PLAN-'__1 NAILS EA. END TO REMAIN. 11 4 )/2%7" LAC BOLTS (4TOP AND BOTTOM) (n Uj 11 \\-2X10 SYP#2 P.T. SEE ARCH. FOR FINISH &X6-PT__FUL1 Iry oiL NAVD +19.64' LEDGER. FASTEN TO HEIGHT POS�_�'� Y2" THRU BqLLT )/2%9" LAG BOLT (TYP.) WALL w/4-Y4"XY SPACED AS SHOWN 4x4 SYP#2 P.T WALL FRAMING 4x4 P.T POST BRACKET FRAMING TAPCONS @ 16"o.c L 1 #4xl 4", EAP' H SEE PLAN WAY, THROUGH ALL EXPOSED METAL Ilk NAVD +18.14' WA LAG SCREWS. V8"O A36 THREADED 6"x6" POST CONNECTORS AND EXISTING LL 6x6 SYP#2 P.T TO REMAIN- ROD DRILLED & 11 KIP ALLOWABLE FASTENERS SHALL BRACKET FRAMING @ 12" O.C. W/ LONG. EPDXIED DOWN INTO LOAD HELICAL PIER Oki-- BE STAINLESS STEEL 7" TO 10" LONG. U. (BY OTHER) ESTIMATED -0"d NEW OR EXISTING 20"x2' OVER (2)2x6 WOOD CONCRETE FOOTING ELEVATION TO BE ADJUSTED CONCRETE "DONUT" )/2" S.S THRU BOLT (TYP.) BLOCKING ON SPACED AS SHOWN ALL. (MIN. 6" EMBEDMENT) AS REQUIRED TO ACHIEVE FOUNDATION STUD W THE REQUIRED TORQUE TO (TYPICAL. 4 SUPPORT ALLOWABLE LOAD LOCATIONS) --STABILIZED SUBGRADE, OL NAVD -5.0' NON-PLASTIC, INORGANIC, ALL EXPOSED METAL ALL EXPOSED METAL WALL T ESTIMATED GRANULAR SOIL COMPACTED CONNECTORS AND CONNECTORS AND Nk TO A DENSITY OF AT LEAST FASTENERS SHALL FASTENERS SHALL ELEVATION SECTIONS 95% OF THE PROCTOR MAXIMUM BE STAINLESS STEEL BE STAINLESS STEEL DRY DENSITY (ASTM D 1537) 2 %;' B AND SECTION THROUGH SCREEN PORCH CKET DETAIL (EAST) r3"� BRACKET 11 ETAIL (WEST) SCALE: 1/2" 1'-0" SCALE: 3/4" V-10" SCALE: 3/4)), V-Oj) DETAILS 1\�-O �-o DO NOT S ALE DIMENSIONS FROM S THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.P. PLAN NAME R RESIDENCE MODIFICATIONS rFA R DESIGN/DRAWN/CHECKED V CS / KJL /LAP C'Ell 1ED REC, DATE 11.05.2013 NOV 07 2013 CONTROL NO. DIVISION OP WATER 1237 RESOURCE MANAGEMEt T TRUSS ID. N/A LPA NO. FARR-13-00577 J, IHIET 3 1 7�1 n 4 W '1116 fu_111 -1 U A-: S4.0 3