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Permits 2019 Beach Ave TO D.N.R. MONUMENT No. 72--81-A16 I 1992 COASTAL ! CONSTRUCTION' 1976 COASTAL I CONTROL LINE I CONSTRUCTION CONTROL LINE 8.96' I I i WOW WALK 1 1 • 2B.o EXIST STRUCTUR I I ACCESSORY SECONDARY 1- T�1RY FRAME WOOD TO BE REMOVED 1 DWELLING ON SPREAD SHOWN DOTTED 1 CONE FOOTINGS & FINISHED FA25 L❑pR = c�$.71 STRUCTURALLY SEPARATED I FROM MAIN RESIDENCE N� N 89°4 8" E 188. 93' 1 � LW�YLK Ai 1 ! I i \ 11.9 5.9'r WOOD f 4' WOOD ENCS i DECK EP�.1 1�` 5 I �.', 52.55' �q �I POR H 1\ ( \ EXISTING ',k o 11 +o DETACHED u+ !'''' w w j i « i i a WOOD DECK ` ;fi �,. r' 48" HIGH PIERS ,� \ `"' ' NE RESIDEN REDUCED BY I 0a0 �+! r � Ai W/ 41x8' HINGED )J ' . �•1s l IN PLACE OF 51-011 ; 1 � � _�O � ;1 ` ! II GATE 1 ISTING ' , 1 i �J ( (ji i ` l I I 'I i 'p ^ rX 1\ t \ 1 i o O N W i W 1n M 8 / , •. .p , 1 III A G7 I �y ,;� ;� \ ^ ^ , jl '• + r-•• ► ' i ' EXIST �,\ +' \', '. ' + ' j ' # ; 10 2 i WOOD . ,1 a , 1 2 STEPS i I�it f 'k ti I �' 0 4. •25.0 I I ��. ry ^ c 1 p 84.3 ', A 71 '•G'f 1 •.°' II , ` y _ I IS 89°44 .08 i 11' 176. 69"',, 21.2 I � , \ ,II1I' 1 (� c ^� \(n NEW I woan 1 ! `� Y N PAVER DECK I L y ! WALK 1 © " EXIST I x E3 DECK v►►�` 1 a k I RIA REMOVED v , 1r. ,nil © *� �- O T 66 I n N z� -7 a �� LOT 67 NORTH ATLANTIC BEACH, UNIT NO. 31 AS RECORDED IN PLAT BOOK 15, PAGE 93 a 1. OF THE! CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA EXCEPTING THOSE LANDS u.a3 --is•7 STfRUCTU E I LYING EASTERLY OF THE EROSION CONTROL LINE AS REGORDEb IN PLAT BOOK 35, PAGE 59, 331-73/a"SEAWARD LIMI S ENCLOSE 59A AND 59B OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY, 2 0. SEAWARD L MIT CANTILEVERD DIECK 42'-0" G ! ' � I '103.8' Y" 2 STORY FRAME WOW I RESIDENCE No. 2005 DECK NOTI�S; 1. THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE i STANDARDS ESTABLISHED IN SECTION 62B-33.007. FLORIDA I ADMINISTRATIVE CODE. TO D.N.R. MONUMENT SITE PLAN 2• THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN No. 72•-81-A17 1" 1, " ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1990) "MINIMUM 20 O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC " WIND SPEED OF 110 MPH. 3. T'HE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR ~� USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR ' _ ��ytl.�fes,,:.. .,.., �r•,...: .,., � P.T. 2x6'S • 6'++- o.C. IN BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. EXIST P.T. 2XS-• 24M D.C. - PLACE OP EXIST DAMAGED REPLACE DAMAGED JOISTS BOARDS % TO SQUARE" DUCK) PROVIDE NEW JOISTS TO k AR OPP) SECURED TO JOISTS DECK W/ HCPEh CLIP • EA W/ 2 120 8TNL88 BTL NAILS BEARING OR 6-16d NAILS INTO OR 7 STNL88 STI DECK SUPPORT POST IR SCREWS EXIST P.T. 2x & 4x BEAMS BETWN P.T. POSTSI REPLACE' 42'011 SEAWARD LIMITS CANTILEVERED DECK DAMAGED MEMBERS 6 PROVIDE DDLE P,T. 2x10 BEAMS TO ? SQUARE DECK 6 SECURE as,;. EXIST GRADE T W/ 6-160 NAILS AT 331-7 3/811 SEAWARD LIMITS ENCLOSED STRUCTURE EA CND TO POSTS EXIST P.T. 4x4 6 6x6 POSTS- $HIM & REPLACE AS REQUIRE PROVIDE NEW P.T. 4x4x10' POETS COASTAL w TO SQUARe DECK CONSTRUCTIO CONTROL LINE �': . 1 EXISTING DECK SECTION Q►P+P 0 V ,M. . r-a• CITY Of ATLANTIC BEACH F+1111-0ING OFFIC9 ROOF HIGH POINT +5 .961 _ , . .. `,,��. _....._ .w.._.. ,., M� .. ,I AN 1 8 200 2N,D;�FLR CET +49. cr�- rno 2'(a1C}''FLO R+40.181 ¢0 T � fi EXIST STRUCTURE Q LINE PROPERTY ' FLOOR ELEV EXIST WOOD DECK TO REMAIN ST FLOOR +28,0 o P tiR / _ - EXIST WOOD DECK TO BE REMOVED SEASONAL HIGH BEACH ----- AVENUE © _ 1 BOTTOM c WATER - EL +11.1 +17,791 GARAGEF +27.0' PROPERTY LIMITS OF '/� ',E,V D VEGETATION +19.08' LINE MEAN HIGH �Q00 GRADE BM EXIST GRADE BOTTOM EXIST AVE GRADE WATER - EL +3,11 CRY of atlantic Iseack +25.5' +23,01 EXIST GRADE EL 0.0' �u1��1�1� and, Zoning, BASEMENT BEYOND AUGER CAST CONE +19,33' PILES PER ENGINEER'G ALL EXCAVATED FILL EXIST GRADE REQUIREMENTS SEAWARD OF C.C.C.L. -10.0'+- RELOCATED BELOW SLAB OR AROUND STRUCTURE SEAWARD 00 OF THE C.C.C.L. TOTAL ESTIMATED RELOCATED FILL G 23 GU YD SITE SECTION LOOKING NORTH • (PILING � GRADE BEAM EXCAVATION5) 111 = 20'011 C U R7 R A (� I BEACH 1 E A C H HOUSE O I I S E 2019 BEACH AVENUE V ATLANTIC BEACH, FLORIDA M Fisher & Simmons Architects, Inc. co z 1510B Second Street South Jacksonville Beach, Florida U 1 11/29/00 ADDM NO. 1 Gomm 0021 drwn TS ohkd JWTS 1,,.,.8/31/00 1 8 z o eh. `� SITE PLAN & SECTION Al 48 -61 -0 6,-611 2'-011 3'-10,411 1,176%40 6,-ly411 61-1Y4„ 1'-6y 11 3'-1Qy4" 21-811 6'-1111 V-3Y211 i CANTILEVER SW_1 SW-1 05 DH SN►/•1 202 CS T 3 2-3 ODH 3 SW-1 02 CSMT SW-1 26 O H SW-1 265 SH 9 F SHWR SHWR - -I- - 1_ I_... � _ L B ILT-IN CABINETS (STUB-UP WATER ` 1-#5 VERT p 1/41I SQ WOOD J I n 3 a WASTE TO ATTIC 245 VERT 0 FOR FUTURE POSSIBLE. ' 1ST 2 CELLS COLUMN ON 6x6 N USE co POST-TYP FOR 4 = BATH -' -_ - /_. �_•__ _ __ �,., . p 0 O TILE BRM _ " o .r J a U' f BRM CARPET 28 S 4 cv CARPET 2811 % VOLUMN CEIL G RIDGE — N , A7 �����--/// 28" BATH �. — ,�. w._._ — - O ifl TILE ; COLUMN TRIM - O O - ui x 1 SEE A/A7 ROD & SHL F �'' u) STUDY/GUEST N CL ,- n 0 CARPET � 3 1 oY2 N Pk 24" BIFLD 30" `y P 30" BT LD p 3 0 3�- 2 2-#5 VERT b,6 X cs> n ATTIC x U 5yy-1 `� N CL T _ _ 3211 CL 32„ ao 15T 2 CELLS co PORCH N O - - - - -.-.- --- - 1-#5 VERT � ?• J N PLANT SHELF OYER 2ND FLOOR CEILING STORAGE 0 ROD b� SHLF J . ROD & SHLF e) u N C N 32„ PR 40 PCKT N LCTO-) r ,to , No 31-111 8 10 a 6' 8' 7a5' 2Y4" 0 HALL I z ON 32DN � 3,-4Yn CARPET 32 ' °° 6 -1s/8�� pQ ��' 2 ti tt LEGEND m d' p (1W.. ll. � �N N © O O N �; r- 3 ' P - 6 �MASTER . SW-1 SHEARWALL W/ 1/2" COX PLYWD SHEATHING L _ U 6 0 � cv SHLV_S � ® BUILT-IN CAB'T � CARPET � � ON 2x6 SPF #2 STUDS @ 1611 O.C, SECURE W/ 0 _j 5 ' 7• 6' i� N CL ap a� ,`��v 8d COMMON WIRE NAILS @ 3 O.C. AT EDGES 0 N IC 2811 Y J cv 6" O.C. IN FIELD• INSTALL SPF #2 tV N 0) A7 BATH U U f✓ 0 ' BLOCKING AT ALL HORIZONTAL JOINTS. R D & SHLF !^- TILE 0- DRSSING n.. INSTALL 2 SEMCO RS150 STRAPS W/ 20-10d Uj GYP BD WALL 36" HIGH WALL GYP BD WALL SW.1 , U "x6" GLASS - CARPET _ VOLU_ MN CEIL'G RIDGE 7 N iv NAILS AT EACH END OF SHEARWALL SEGMENT W/ SLOPED TOP W/ WOOD CAP b W/ SLOPED TOP r r ` ^ a- BLCK TO CLG N - �`+ ___ .- TO MICROLAM BEAM OR CMU WALL BELOW. CAP 36" ABOVE CASING CAP 36" ABOVE 2'-811 I 21_011 28" 43 0 °� COLUMN TRIM - NOSINGS NOSINGS �'` J _ N CASED OP G N �! x _ SW-2 SHEARWALL W/ 1/2" CDX PLYWD SHEATHING SEE A/A7 _ ANTILE ER O 28„ r-- 1 1 O_ ON 2x4 SPF 02 STUDS CSD 16" O.C. SECURE W/ `� r - _ p L CLOSET =r I ( M t° � � = CARPET NI J 8d COMMON WIRE NAILS c� 3" O.C. AT EDGES J _31_0I CL I -� io & 6" O.C. IN FIELD. INSTALL SPF #2 BLOCKING ATTIC STAIR 0 cn I SHW c=nI CARPET IT � k AT ALL HORIZONTAL JOINTS, INSTALL 3 SEMCO 1/411 = 1'-O'I �' �I ,� 1 1 .6 `� y R5150 STRAPS W/ 22•-10d NAILS AT EACH END �1 ❑ I o1 cn W N Bim` - OF SHEARWALL SEGMENT TO BEAM, DBLE p 1 I p q �I� 0 FLOOR TRUSSES OR BEARING WALL BELOW, OL-- - - - - - J CONTRO 01 10 ' r ' N ROD & SHLF N °� INTERIOR SHEARWALL W/ 1/2" COX PLYWD SHEATHING q� ON 2x4 SPF #2 STUDS 0 16" O•C. SECURE W/ 7'--108/8" SW-1 5,-8,4'2020f-W14'8 _% 4T 8 4 T 6'-45/811 SW-1 1O,-6Y4„ 306 D -411 `' i� 81-011 -., r 8d COMMON WIRE NAILS 0 3" O.C. AT EDGES & 6 O.0. IN FIELD. INSTALL SPF #2 BLOCKING 49'- 0,211 AT ALL HORIZONTAL JOINTS. INSTALL 1 SEMCO SGP3 W/ 5/8"x12" ANCHOR BOLT & W/ 24-16d NAILS S E C O N D P L C O R 2 TO STUDS AT EACH END OF INTERIOR SHEARWALL 1/4" 1'-011 A6 SEGMENT TO CONC SLAB BELOW. �. �. _ _ .� — __ — — — .� - ___._ __.. �. — T ..._ — ___.. — . — NUMBER OF FULL HEIGHT 2x6 SPF #2 STUDS TO 3T® 10 1/- 1 USE AT EACH SIDE OF HEADER. USE 2 MIN 2 TYPICALLY UNLESS NOTED OTHERWISE. \ u v 3'-111 2'-7,211 Ag I A6 0 to \ to �� to f- +25.06 +27.39 WALK OF PAVERS ON SAND BEDZSI' CMU WALLW/ #5 ifl Q \- W 0)0 ON 14R OUTDOOR I VERT 0 32" O.C. MAX IN ' � \ N ` 6.98" SHOWER 42'-011 CONC FILLED CELL °� W N \ 1 ,245 VE T 2-# VERT 2-#5 VERT 2-#5 VERT N 41- 211 ,_1 , 51411 ,1,..1OY i 2'-9 g" 8'-11Y4" 4�, 11 9,.311 3'- 211 \ , 303 DH H B * 7.47 202 CSMT 30 DH 306 DH H. *27.47 ��' ,�� � :� r�, \ x Im 3 " FB S ' ` ® °O NOTES; \ I O AC-1 TRAN -. ._ 0 — .r �.� 1. VERIFY ALL DIMENSIONS, \ n N 1 N 0. .O 2. ALL DIMENSIONS ARE TO FACE OF BLOCK FACE OF PLYWD, \ I N ! { WH d- ( RANGE W/ SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS 32" I ( HOOD EXHAST'G L I OTHERWISE NOTED. FOS m FACE OF STUD. \ I o ( THRU WALL I FEW O 3. PROVIDE WEATHERPROOF THRESHOLDS WEATHERSTRIPPING AT ALL \ I LNDRY d) MECH I I I I J __-� EXTERIOR DOORS. - \ TILE BATH RpF KITCHEN DINING ,4. ALL EXTERIOR WINDOWS DOORS TO MEET 110 MPH WIND SPEED N I I REQUIREMENTS OF ASCE7-88. PROVIDE TURTLE GLASS (45% MAX i \ A7 N I TILE I TILE TILE! ., LIGH�jRANSMISSION) AT EAST FACING GLAZING. ___ ID � LOAD •�.,., ...--..-.� - \ BEARING I I 5. ALI. TIMBER FOR �B�AMS;-;1OSl 5; Cbtt1MN�SACL BE SYP NO 2 KD (SPIB), \ GARAGE LEVEL BELOW I N WALL OR APPROVED EQUAL. STUDS CAN BE SPF NO, 2, ALL TIMBER SHALL HAVE ( PNTRY \ I - MAXIMUM MOISTURE CONTENT OF 19Y.. 1 ( I 6. ALL FIRST FLOOR DOORS ARE 8'-0" HIGH UNLESS OTHERWISE NOTED. \ fi 0 32' WATER SUPPLY & N 1 I I DRAIN FOR ICE I 26) _ I- n MAKER (VERIFY NOTES: -- e. 5 7Y4 LOCATION) \ amp 3•-2x4 36" HIGH ALL QU 1. THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE \ 2-#5 VERT r 1 L32" STUDS W/ WOOD CAP & P.T. 6x6 SYP #2 2 STANDARDS ESTABLISHED IN SECTION 62B-33.007. FLORIDA '? -- ADMINISTRATIVE CODE. 8" CMU 'WALL W/ #5 C�NO --- — --- -- — - -- / to 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN \. VERT 0 32" O.C. MAX IN _ �___ �` -- --- — --- --- T ' ACCORDANCE WITH SECTION 6, ANSI/A5CE 7-88 (JULY 1980) "MINIMUM CONC FILLED CELL 3'-01' 1 T — / "- 1 '-1 / ' ` `rte u f�.�.r.�f � DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO 5 PGK J „ DN 14R(�P 7.34"� °0 mss• °'^ �'�u^.• �__ , WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC �. 30 � 11 1/4" SQ GYP BD COLUMN WIND SPEED OF 110 MPH, *28.0' ( I �`--` E `8� 7 ----�-" -- I I 3, THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR 24" I 36" WALL W/ USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN 245 VERT - - I WOOD CAP d� I I ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR 13TH O 3 8" 11 -2�/8 „ 0 I CASING BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. P 21 Rc# 6.9s I _.w \ I I I GYP BD WALL "� GREAT ROOM W/ SLOPED TOP TILE \ ® CAP 36" ABOVE NOSINGS \• 4'-Q„ - N ENTRY I I I � � . -`� -- ' 42" ISOKERN GAS \ U p TILE I ( W/N69 x20" STONESS ! \ N I HEARTH J AREAS rn ST FLOOR 1284 SF r ib ( I I I f 2ND FLOOR 1492 2-•#5 VERT I I TOTAL ACID 2776 Sr- 2-#5 F �v 2-#5 VERT 1-#5 VERT �j Qf g� O SEPARATE GARAGE 539 SF \ 2-#5 VERT , rFI_ BASEMENT STORAGE 231 SF ��`� ` PORCHES 773 SF �(' x a < f r d g'-411 H•B. '-98/e" 23/811 6'_011 '-0" ,qcy: n , On 4. o +2387 DN 13R* 7.11 CURRAN BEACH HOUSE ON 3R® 711 8" CMU WALL W/ #5 2 219 BEACH AVENUE G �- )41.011 131, 811 41-611 VERT 0 32" O.C. MAX IN A6 +25.69 \\ +26 87 *25'12 'CONC FILLED CELL ATLANTIC BEACH, FLORIDA U \ "'B' 28'-°" 12'-0' Fisher & Simmons Architects, Inc. 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STUCCO ON 811 CMU W/ GERE V E: PROVIDE! 111 PROTE�C,TION 0 (0 61 O.C. ;(STAG co �.BOARD, OVE!R ,WATE-RPRO C-4 0 A -LLS W1 CONC) .4 W/ #5, HORIZ @ 1118011 OrG ALL CE R719 BATTANSUL, CoNT PIT. �2XS ' SYP #2 BEAM UNDER BELOW GRADE � BEAM x161l .,CMU/CONC TIL G P D 3 V211�1 CEILING' Y ': B +26.0 O'C' L C O'N -A -R W/ �45 TOP . &, BOT ,CONT JI.Lrol; t /qN I ". '. .1 . .. .1 . I; - I Lice. 1/111 DIA J , P T 605 ,1 LOADBE!ARING O' S., W/ (OR 81IX16" OR 1811 CONC, BEAM - C GRADC BE M Sp TOGETHE #5 VERTICAL DOWEL-,, +25,01. -F! BHT 91'' W1 STD90 BEND W/ SEE! -3/93) BOLTS4 .1roll 0,C. tz. L — — -- — — — — - — — 1211 LE!G & 2511 MIN LAP \jy r j 114611 0 PLASH'G OVER RE!C - -BEAM VD, 1k6 Co 15 PROPERTY LINE J ON PIT. 1x4 CLOSUF NC GRAD 6- W/ -RED. GRADE! SffE- BHT S1 CANTILEVE KE!RFS, 0 811 ,0"Ci FOR 1411 DIA AUGE-R CAST . -AM BEYOND (CONC SLAB, BE. DRAINAGE PILE SEE! BHT S1 AT WEST FRONT, PORCH) MIN COVE-R 1411 DIA 8 �WATF=RPROOFIG PILf- SE-Ef BHT S1 E!XTE-ND STUCCO 811 BELOW Z GRADE, : - 1 .- .1 .. ., ..1": I . . . 1. .. ­ 1. EXIST .'Decr, TO ,.Rf2MAIN: 0 4211x`1211 CONC FOOT'G W/ FINISH 'GRADEVAKIES 544 CONT & #5x3l-011 PROVIDE- 111 PROTE-CTION 't, PERPENDICULAR @ 1611 O,C.�, BOARD OVER WATERPRO9 t AL ALINED W/ VERTICA -ORCING 1011 BELOW: GRADE . , I I .. - I 1 .i'l REINr 21-811 MA>( POLYI SOCYANU RAT r WALL INSULATION: PROVIDE "CELOTEX THER 1, THICK, X, INSULATION AT ALL, EXTE!RIOR ,,CMU, WALLS, 3/4' 811 CMU, W/ FILLED, CELLS -XCE!PT -AT GARAGE!,' & BASEMENT, STORAGE- WALLS. 15 6" R12-INPORCED-,coNc' W/ 1-#5 VtRT W1 1211 HOOK T!' SHT S1 I I F9 I SLAB S� AT BOT @ 1611 O.C. TO 'W/IN -WATE!RPROOrING �BYSTE-MS RETAINING WALL, WATERPROOFINO: PROVIDE THr;: ,FOLLOWING +01-011 311 OF '.TOP OF TIP_ .B15-AM Ed I I �,PRODUCTS BY W.R bRACE',: CO. AT E!XTeRIOR CMU WALLS: 101-011, N.G,V.Dl 1/211 11-011 NGVD) -101-011 N.G.V.D. L _ J -MBRANE-,, - 40 ,MIL -P-R, �A6) OR DEE 611 DIA , FRE-NCH' DRAI'N IN OR DEEPER AB.OVE-. 6'RADE-: Pf!RM-A-BARRIER WALL ME. M122MBRANE OF ,36 MIL Biff-LP-HEALING .-RL15BERIZED 2 -ILL AT As — CTIoN GRAVEL BACKr 4" MIL; POLYETHYLENE REINFORC -ILM. WALL -Z, WAL'L ' SECTION BELOW GRADE!: B ITUTHENE!,"MEMBRAN _'60 MIL , M ING 'r " Or 'WALL'' S:r— (NORTHI ' It V PATIAL� WES7 WALL).' 'SLOPE 56 -LP -RIZE-D 'ASPHALT,,, W/ 4 MIL 1/211 11-011. I . . ... . - .�A.6 TO LOW' POINT 0 NW CORN2R MI1_' Sfz -HE-,�.LING RU5BE CROSS-";,, LAMINATED POLYETHYLENE!- WITH PB-3000 E�OANDEP, THICK) ,,-SECURED.� POLYSTYRE!Nf!'�PROTECTION CONNECT TO, GARAGE FRL: NCH­� ' ilf 611 ! -CONC GRADE!' 'BEAM BOARD .' W/ PBA-3000 .RUB SEE-SHT S1 DRAIN TO BF_R ,BASE!D ,AbHE, DRAIN TO Nw CORNER' NOTES: OF SIT154 -�6,THING TO BE! .156211-'MIN. STRUCTURAL1 kOOF SHE W/_ 6d C H OMMON WIRE NAILS , 0 '44. O.C. 0 ALL P-DOP-S & 40 U S E SUPPORTS. CURRAN BEAC LANS AR15- DESIGNP-D..' 0 WITH THE . -ACH -PILE '- '915-15 SHT91 _ 611 O,C, 0% INTERMEDIATE 2019 BE AVENUE T 615 IN COMPLIANCE -ATHING 1/211 CDX .PLYWD, F=5 P z` ALL' WALL SHE: SHALL BE 62B-33,007, FLORI IGN -ACH FLORIDA DA DS 1,ESTABLISH'2D 'IN ' seCTION ' BE -DGES OMMON,,NAILS !AT W/. BLOCKING ,AT E W/_6d ,b ATLANTIC 0,C,,,,,AT. EmGes.,& 6 . o.c. , I I r ADMINISTRATIV5,_ CODff. , . , ARE DESIGNED I N T THM, MAIN ,WIND �PORCE­ RESISTING SYS EMS , mum -Sit To fis r r chite'et�,, ,-.-,Inc 'DES ON LOADS -FLOOR ,SHE!ATHI 0 10d -FLOOR PLYWD SUB =CTION , 0 .!ANSI/ASCE 7 SET!. SHT A2 ,�FOR S (juLY_1990) "MINI -Iolu-oll N.G.V.D. HEAR WALLS�, &' NOTES L ITH SE! he Simmons . A OR DET!PV!R 4 ,GLUE= AiL"ALL 3/4" STURDI. N & "N" . , I - FOR BUILDINGS, AND OTHER 'STRUCTURE! Co -D WITH A .MINIMU '1510B Sec6nd Street South sonville Beach, Florida 411 O.C. -E!DGES &,�611. O.C, PIE!LD, INSTALL, SOLID.',', WITHSTAND THE!� WIND LoADS' ASSOCIATE M BASIC z MMON �WIRE! NAILS 0 Jack WIND SPEED QF.'11O 'MPH- -TWE-EN ,FLOOR TRUSSr=S . AT ALL BE ;BLOCKING BE ARINGWALLs & 'SHeARwALLS. 1 11/29/00 ADDM 31/00 THE!, COMPONENTS A ND CLADDING HA E! -1 NO. 1, j,hkd GO �`,�,,,TO NAIL, ,BLC O 'DOUBLE TOP PLATE- W/ 12 V B THE R 0 021 JWTS swe 8/2 8 S E,c VALL TION DESION r= AT '.'CONC .TIr= , BEAM .'PkovibF� 1/211, DIAx12ll , ­A.. BOLTS '@ ,1611 x2llxl/811. PL 5CKING"T d NAILS ATE! , USE! INCORPORATF-10 '.INTO' THE ., AND ,SP CIfxICATIQNS IN P_ ri I 11-011 �ACCORDANCE RS150 STRAP, @ 16 O.C., -WRAPP PIT. 2x8 WITH BE! � OF THE! 'WINIMUM 0 SE!MCO BUILDINGS ' AND 'OTHER STRUCTURES" ME!NTIONE-D IN NOTE 2, � 'LdiADS 'FOR CTION 6 DL=SIGN _.WASHf!R,,:W/ 4 W/ 111-10d NAILSANTO STUD ABOV ING"' lu --------- SECTIONS ,' SHOWN , PLATE! IN PROFILE! 6 3 .1/411 1�0 7 ,3/411 7 s REVISIONS. BY 12D-Oilo DESIGN CRITERIA, PILE CAP PER to SECTION 3/S-2 2 -3 9 -9 DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1994 STANDARD BUILDING CODE (BA;�IC WIND SPEED = 110 MPH} ASCE 7-88 3()"x22" GRADE BEAM W/ 4-#fi ° 4 . 14" STEP TOP W/ ISTD. 900 BEND EACH LIVE LOADS: - END, 2-#6 MID DEPTH, AND 4-#6 X ROOF, & CANOPIES 20 PSF BOTTOM, W/ #3 TIES @ 12" O.C. �, FLOORS 40 PSF EL.+26.83 TOP OF 2r 6 4-#6 TOP .' » » . :'R.T. SYP 1,^s„ 4-#6: TOP BALCONIES 40 PSF GRADE BEAM 2x8 1 f No.2 LEDGER W/' I WIND LOADS: (EE ASCE 7-98� o ° 5/a"Ox1 O ANCHOR WIND SPEED 110 MPH BOLTS ® 16 O.C, EXPOSURE CATEC,ORY D _I EACH SIDE • o a IMPORTANCE FACTOR 1.05 2"x8" P.T. SYP rI WINDOW/DOOR DESIGN PRESSURES: No.2 LEDGER W/ END ZONE 76.0 PSF 5/8"4x10" ANCHOR • INTERIOR ZONE 60.0 PSF }( BOLTS 0 16" O.C. 2-#6 MID DEPTH ALLOWABLE UNIT STRESSES \\- 14"O AUGER CAST PILE L4-#6 BOTTOM 4-#6 BOTTOM CONCRETE: PER ACI 318 & MASONRY:. (PER ACI 530 2-#6 MID DEPTH ( ) ) PER DETAIL 5/S-2,�., SEE PLAN FOR LOCATION X-- X COMPRESSIVE STFZENGTH REQUIRED Y : 31-612 CONCRETE: U • Z m CONCRETE w 1 SECTION , 2 sECTION GRADE BEAMS, PILE CAPS f'c = 3000 PSI W z o S-1 SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" = 1',0" STRUCTURAL SLAP Vc = 3000 PSI w uj o AUGERCAST PILEING Vc = 4000 PSI Q J z - CMU CONCRETE C'ROUT f c = 3000 PSI ¢ _ w -0" MASONRY f'm=1500 PSI ¢10'-8" 54' REINFORCMENT ASTM A615 - GRADE 60 D Q 0° STEEL BOLTS ASTM A325 a � UJ 1' 3" ' 14 �-2 3 4" 8'- 5 .1 "4 8 -2 / / 9'-471 9$-30$ 31_6» 9r-3„ W - - SOIL BEARING PRESSURE 2500 PSF = TIMBER: (PER NDS FOR WOOD CONSTRUCTION) a-- z oBoo 0 9, 00 --4" 8" STRUCTURAL LUMBER No. 2 SYP Y S432 SO2 SO2 4-2 AUGERCAST PILE K_ t� o < 2pc 1) MINIMUM 14" DIAMETER = 2 MINIMUM TIP ELEVATION 10.00 NGVD U 3� --ADD 5-#5 x 35'--0" w/ #3 TIES AT 12" O.C. %8 �! �� - � _ v (D _ ^I 4) ADD 1-#6 x 10'--0" w/ STD. 90 DEG, HOOK AT CENTERLINE OF PILE AND EXTEND i-T -- --- ` -------- I i -- - ---- \ i N r 1'-7" INTO PILE CAP. F ---1 r------ --1 F -- r—__-- 5) CONCRETE Vt = 4Q00 PSI L_� 8"x18" CAST-IN-PL \O I LI I J L- -J L- J EL. + 26.83' NGVD 6) AUGERCAST PILE BEARING CAPACITY 40 TONS CONCRETE TIE BEA I I I 1 14 STEP TOP OF GRADE BEAM AUGERCAST PILE TENSION CAPACITY 10 TONS I i i I 1r8 W/ 2-- 5 TOP ANDI REINFORCED CONCRETE 2-i`#5 BOTTOM W/ 11 I I i 1 j #3 TIES ® 16" O.C. j j j m V) I S- 1 ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF II19.33' II I I I I I Ia 1 I 1 1 ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW EL. + I I S -2 o I o AND APPROVAL OF THE STRUCTURAL ENGINEER. NG T.O.S. o j I I I ''-' z o j in UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS I L J I �- J,I I I I I ©- I I I 1 FOLLOWS: �......._._._____-- 3 81 I I z v tv 04 I 1I I v SLABS ON GRADE.- CENTERED --- --^^^ 8„ ;� 1'-0" 1 13'-2 3� 1 o t ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE �.LJ W `y 1-- -� `v � I 1 2 FABRIC SHALL CONFORM TO ASTM A185. I I o i I I I I I I I 1 l_ 2 c I m I 8" CMU WALL ----' '► I I P 14" STEP S�-1 ALL HOOKS IN RF_INFORCING BARS SHALL BE ACI STANDARD HOOKS. � �o I BELOW � I I 1 _ - - � � � � W I �� m I L __� -----� ----- ------ r ,--- - -r r ,---- -- - ---- ------.---� r S� ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED W © ' ¢ I o I +- -- �L - �� 1-- - 1�— I AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES O o I 1 z o I 16 x16 CMU Fr f-- _ .- r� AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE MANUAL OF STANDARD iv PILASTER BELOW I I -� ��' 1 �j PRACTICE FOR DEQ NAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS a w � I co I I I I . 0 1 I I EL. + 26.83' NGVD SHALL BE PLASTIC DIPPED AFTER FABRICATION. W = 0 11 U Qy ® 11 i 11 1 1 1 1 2 I m 0 1--- I I I TOP OF GRADE BEAM � Q I o I 7 I I I I �-) o I I I ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION C, m L `D I J S-2 I I S-2 S-"2 cn m I I 1 OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL Q r I L o (3 WELDED WIRE FAE3RIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. �L==--__'_'__J , - L� ( 1 I w I I I WHERE REQUIRED. W z o I I I II DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. rl EL. + 28.00' z o= I I I o MASONRY r I I I NGVD T.O.S. o v '►-1-- I I 6 1 I ,1 I `��' ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90, GRADE LOWER STORAGE FOUNDATION - r, � I 4 —9 :oo N-"-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. I EL. + 27.31' 8 /4» I I 6' 0" I I I ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL 0 11 cn NGVD T.O.S. 1 - I I I I WITH 1#5 AT: N 1 STEP I 1 1' 3 1'-9"11'-9" 1' 3" I I I II EL. + 26.83' NGVD • EACH CORNER, WALL ENDS, WALL INTERSECTIONS, I I I TOP OF GRADE BEAM 2Pc t I I EACH SIDE: OF CONTROL JOINTS, L`1 f Ll ------1 --�--_ _I F-a I ... o • AND AT A MAXIMUM SPACING OF 2'-�-•8" O.C., UON. �r L . J L J L____ ___J _L -_- .. __J LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. Y GROUT ALL CELL; CONTAINING VERTICAL REINFORCEMENT IN 5'---0" MAXIMUM LIFTS. DO NOT BEGIN PLACLMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND , » 2Pc APPROVED. FILL ALL CELLS E;ELOW FINISHED GRADE, PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" O.C. VERTICALLY, UON. IN WIDTH FOUNDATION PLAN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND 1 PILE CAP, SEE SCHEDULE WOOD TRUSSES BELOW OPENINGS., 'EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. SCALE: 1/4" 1'-0" LAP JOINT REINFORCEMENT 6" MINIMUM. 4 o NOTES: TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, I 1) 'H' DENOTES 180' HOOK AT BOTH ENDS OF ALL BARS. DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED WITH TWO #5 TOP & BOTTOM CV SHOP DRAWINGS` AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA 2) SEE PILE CAP PLAN ON SHEET S-1 FOR DIMENSIONS TO WITH #3 TIES ® B" A$ A MINIMUM AND HAVE A MINIMUM MASONRY END BEARING OF 8 CENTERLINES OF PILE CAPS. PROFESSIONAL, ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH.. ARCHITECT'S DRAWINGS. MASONRY WORK 'SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. I PILES, SEE 9/s-2 PILE CAP DETAILS ROOF 'FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED TO INDICATE SUPPLEMENTARY NOTES DRAWN PILE CAP SCHEDULE DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. PRB REINFORCING r3-N\DETAIL ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. CHECKED MARK LENGTH WIDTH DEPTH LONG SHORTAPPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, CCK 1 PC 2 --6 -- 2 -6 -21-017- 3- 5 3-� 5 S_1 SCALE: 1/4" = 1'--�-0" 2PC 61-0o$ 2 -6 2 ---0 6H-#6 __8_`H­-___#__4__1ZONE PRESSURES. ROOF TRUSS DESIGN CRITERIA ELECTRICAL, AND PLUMBING DRAWINGS. DAT 9/600 � . . . . . . . . . . . +. . . . . . . . . . . . . " . . , 20 PSF THE STRUCTURAL, ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR SCALE, ADDITIONAL NOTES DEAD LOAD LIVE LOA :.: AD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :.. ., . . . . . . . . . . . . . . . . . . . .20 PSF CONSTRUCTION. MEANS; METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR AS NOTED Q, MIN. DEAD LOAD--ASPHALT SHINGLES. . . . . . . . . . . . . . . . . . . . . . . . . . . OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 10 PSFJOB No. OMISSIONS OF TETE CONTRACTOR, E00-11 � 16B-33.007 FLORIDA ADMINISTRATIVE CODE. TILE ROOF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 PSF THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE 7 C WIND UPLIFT. . . PER ASCE 7-88 CONTRACT. DOCUMENTS. a 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, SHEET » BRACE BOTTOM, CHORD AS REQUIRED FOR WIND UPLIFT- PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR� OTHER MEANS TO AVOID J. - ANSI/ASCE 7--88 (JULY 1993) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING co TO WITHSTAND THE WIND LOADS ASSOCIATED: WITH A' MINIMUM BASIC WIND SPEED OF .110 MPH. COORDINATE ROOF `AND FLOOR TRUSS LOCATIONS WITH PLUMBING, WALLS AND HVAC EQUIPMENT "CONSTRUCTION. 3. THE COMPONENTS AND CLADDING HAVE BEEN `SELECTED AND THEIR USE INCORPORATED INTO THE SO AS TO. AVOID CONFLICTS.,; ',.SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DUCTS, IFTHE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, DESIGN AND SPECIFICATIONS -1N ACCORDANCE' WITH' SECTION 6, OF THE MINIMUM DESIGN LOADS FOR STACKS,, PIPES, ETC THE ENGINEER'SHALL BE , NOTIFIED. (A[ p D OTHER STRUCTURES MENTIONED IN NOTE .2. I�. BUILDINGS AN H - SHEET 1 OF' .5 #5 @ 12 OC #4 @ 12 OC `#5, @ 12, OC #4 @ 12 OC REVISIONS BY TSP TEMPERATURE TOP TEMPERATURE REINFOFCING REINFOFCING ALL #5 90D HO 1/3 SPAN TOP REINFORCING � � 1/3 ,SPAN .TOP REINFORCING PROVIDE STD HOOKSON A 2-#4 SUPPORT 2-#4 SUPPORT BARS OF PILES DENOTED WITH (o EL. +28.00' NGVD EL. +28.00' NGVD A Y TOP OF SLAB A A TOP OF .,LAB I I T PILE VARIES A O O 4 O O • • • A O. A O O O SEE PLAN 6" STRUCTURAL �i `� • • • i #5 ® 12" OC 6" STRUCTURAL �. Q #5 ® 12" OC CONCRETE SLAB N �� BOTTOM CONCRETE SLAB r • • • • w BOTTOM _ v EL. +26.5' NGVD GRADE BEAM REINFORCING PILE CAP PI ET BOTTOM OF GRADE-BEAM #6 x 10'-0" LONG, CONTINUOUS THROUGH EL. +26.00 NGVD 1 6 CENTERED, EXTEND PILE CAP, SEE SECTION SEE PLAN LOCATIONS FOR BOTTOM OF TOP PLATE MONOLITHIC CONCRETE GRADE BEAM REINFORCING, / , 2/S--1 GRADE BEAM, SEE PLAN 4--#6 TOP & ,BOTTOM w/ l'-7" w 90 STD OUTLINE OF GRADE #3. TIES @ 18 OC HOOK INTO PILE CAP ABOVE BEAM BEYOND, SEE 14"0 AUGER CAST SECTION 2/S-2 PILE PER DETAIL 3-#5 EACH WAY I 5/S-2. SEE 14"0 AUGER CAST _ ABOVE PILE 1 -2 PLAN FOR PILE w/ 5-#5' x 35'--0" PILE SECTION LOCATION GRADE BEAM AND S TR U C TR U R A L SLAB LONG w/ #3 TIES @ 12" oc SCALE: 1/2" l'-O" 2'-6" C3 SINGLE PILE CAP AND STRUCTURAL SLAB � of �w Q wz 0 1 SECTION 2 SECTION � � wo S-2 SCALE: 3/4" = 1'--0" S=2 SCALE: 3/4" 1'-0" Q z � Q � = Lo Of < Ld 8" CMU WALL BOT PILE ? o m / 8" CMU WALL EL -10.00 N.G.V.D. Uj C)J w VERTICAL 2-#4 SUPPORT REINFORCING, 2-#4 SUPPORT w/ VERTICAL = V) Q #4 @ 12" OC WHERE SHOWN TYPICAL PILE REINFORCING, z #5 @ 12" OC ON PLAN #4 @ 12 OC #5 @ 12" OC WHERE SHOWN 0 f- 00 o TEMPERATURE TEMPERATURE 0 -1 � TOP W/ STD 90' BEND TOP W/ STD 90' BEND ON PLAN ` ' D v REINFORCING 1/3 SPAN TOP REINFORCING REINFOFCING 1/3 SPAN TOP REINFORCING 5 ELEVATION (!) z S-2 SCALE: 1/4" = 1'-0" � o ,� EL. +28.00 NGVD SEL. +28.00 NGVD 0 Y TOP OF SLAB TOP OF SLAB #5 @ 12" O.C. O A O q A O A • • • O O A A O O O • • � -----•---- BOTTOM 12" #5 @ 12' OC 6" STRUCTURAL 0I #5 ® 12" OC fi" STRUCTURAL #5 ® 12" O.C. TE @ RA O.C. \ ¢ TEMPERATURE 8'/4" STEP W STD 90' BEND BOTTOM CONCRETE SLAB w • BOTTOM CONCRETE SLAB EL. +26.5' NGVD REINFORCING v EL. +28.00 NGVD 6" STRUCTURAL OUTLINE OF GRADE ^^ ` _ BOTTOM OF GRADE BEAM _ BEAM BEYOND, SEE EL. +26.00' NGVD 1,_6» TOP OF SLAB O • CONCRETE SLAB SECTION 4/S-2 1/ 211 BOTTOM OF PILE CAP MONOLITHIC CONCRETE ua SEL. +27.31' NGVD GRADE BEAM REINFORCING PILE CAP AT GRADE BEAM, SEE PLAN I A = TOP OF SLAB CONTINUOUS THROUGH SINGLE 'PILE, • ►� PILE CAP, SEE SECTION SEE PLAN FOR GRADE BEAM REINFORCING, _ EL. +26.5' NGVD _ LOCATIONS 4-#6 TOP & BOT. W/ BOTTOM OF GRADE BEAM � 4/S-2 #3 TIES @ 18" OC 14 0 AUGER CAST GRADE BEAM REINFORCING, „ 3---#5 EACH WAY l'-3" PILE PER DETAIL 4-#6 TOP & BOTTOM W// 1 --6 ABOVE PILE 5/S-2. SEE GRADE BEAM AT EDGE CONDITION 3 TIES @ 18" O,C. W # w 2, 6/1 PLAN FOR . r LOCATION 4 SECTION » z L-Li SINGLE PILE CAP AT EDGE CONDITION GRADE BEAM W 6 STEP L.l.i S�-2 SCALE: 3/4" Q 0 3 SECTION 6 SECTION � S-2 SCALE: 3/4" - 1'-0» S-2 SCALE: 3/4" 1'-0» w = U 0 w Q v 8 CMU WALL 8" CMU WALL Ld Z 12 wx18 MONOLITHIC CONCRETE w/ VERTICAL Q Q 6" STRUCTURAL GRADE BEAM W/ 2--#6 TOP REINFORCING, CONCRETE SLAB AND BOTTOM W/ #3 TIES WHERE SHOWN ® 18" O.C. � EL. +28.00 NGVD ON PLAN TOP OF SLAB = . ` ,I.EL. +28.00 NGVD 00 EL. +27.31' NGVD TOP OF SLAB O TOP OF SLAB N isa ip I 8"x18" CAST-IN-PLACE CONCRETE TIE BEAM • • W/ 2-#5 TOP AND 2---#5 BOTTOM W/ 1'_0» #3 TIES @ 16" Q.C. 8" CMU RETAINING WALL W/ 1-#5 VERTICAL @ 8" O.C. GROUT CELL SOLID W/ 3000 PSI c CONCRETE. HOLD #5 VERTICAL I TOWARDS INTERIOR FACE (STORAGE 7 SECTION 8" CMU WALL W/ 1-#5 °O ROOM SIDE) S-2 SCALE: 3/4" = 1'-0" 1-#5 VERTICAL DOWEL VERTICAL @ 16" O.C. @ 16" O.C. W/ 90' (CENTER IN CELL) GROUT 1- 5 VERTICAL DOWEL STD. BEND INTO SLAB, CELL. SOLID W/ 3000 PSI # ALIGNED W/ WALL CONCRETE @ 8" O.C. W/ 90' REINFORCING ABOVE STD. BEND INTO SLAB, ALIGNED WALL REINFORCING ABOVE DRAWN �iTOP L. +19.33' NGVDPRB • OF SLAB CHECKED O A O A A O A A CCK 5 @ 12" OC 9/6700 ADDITIONAL NOTES i, ' • ` • • BOTTOM CONCRETE SLAB I ' ' • • w SCALE -� AS NOTED Q, 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION GRADE BEAM REINFORCING, T _ o A E A G NG MONOLITHIC CONCRETE JOB NQ 1 ---6 4=#6 TOP & BBOT. 'W/ GRADE BEAM, SEE PLAN 1' 6„ E00-11 16B-33.007 FLORIDA ADMINISTRATIVE CODE. �► _ i"� 7 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE-WITH SECTION 6, #3 TIES ,@ 18 O.C.: ;, �. SH / ( ) LOADS; FOR BUILDINGS AND OTHER STRUCTURES" 10 -8 f SHEET � ANSI ASCE 7 88 JULY 1993 MINIMUM DESIGN I 00 TO WITHSTAND THE WIND LOADS ASSOCIATED WIT H; A MINIMUM, BASIC WIND SPEED OF 110 MPH,, � • rn 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED: AND THEIR USE' INCORPORATED INTO THE SECTION , o DESIGN AND SPECIFICATIONS IN, ACCORDANCE WITH . SECTION' 6`, OF .THE "MINIMUM DESIGN LOADS FOR 8 0 E S=2 SCALE: . 3 4 1.-0,, o BUILDINGS AND OTHER STRUCTRES MENTIONED `INN T .2 / 1 + : r REVISIONS 7 BY 1/2" PLYWOOD WALL SHEATHING 2x6 SPF #2 STUDS EXTENDED TO BOTTOM OF BEAM @ 16" O.C, ATTACH w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. ,, METAL CLIP PER FIELD. INSTALL BLOCKING AT ALL UPLIFT CONNECTOR HORIZONTAL JOINTS. SCHEDULE NOTE: �4 T&G STURDI-FLOOR SUBFLOOR SHEATHING Y," T&G STURDI-FLOOR NOT SHOWN FOR; CLARITY 1.75"x16" SOLID BLOCKING s SUBFLOOR SHEATHING, GLUE W/ 12d COMMON TOE NAILS 2 ROWS OF 10d COMMON /+" T&G STURDI-FLOOR 2x6 SYP NO. 2 AND NAIL w 10d COMMON SUBFLOOR SHEATHING, BOTTOM PLATE / 1.75"x16" SOLID BLOCKING 2.69"x16" 2.OE PARALLAM @ 6" O.C. EACH SIDE NAILS @ 3 O.C. AT DBL. GLUE AND NAIL W/ 10d @ 4 O.C. EDGE AND 6 IN BETWEEN EACH FLOOR PSL FLOOR JOIST.,® 24" O.C. 8"x18" CAST-IN PLACE LEDGER. COMMON @ 4" O.C. EDGE 1 ROWS OF 10d O.C. FIELD JOIST 2.69"x16 2.0E PARALLAM CONCRETE TIE BEAM w/2-#5 AND 6" O.C. FIELD NAILS @ 3 O.C. TOP AND 2-#5 BOTTOM 1ROW 10d NAILS PSL FLOOR JOIST. @ 24" O.C. CONTINUOUS w/ #3 TIES 2"x10" SYP No.2 FLOOR 1 pc 1.75"x16" 2.0E PARALLAM @ 4" O.C. FIN FLOOR EL JOISTS @ 16" O.C., SEE 6-16d COMMON @ 16" o.c. FLOOR FRAMING PLAN PSL RIM BEAM W/ (, NAILS INTO EACH FLOOR JOIST SEE ARCH 5/8" x10" ANCHOR BOLTS 1 c SIMPSON MIT 2.68 16 TOP 2 PCS SEMCO @ 24" O.C. STAGGERD. • • p / SGP2 EACH JOIST PROJECT ANCHOR BOLTS ..w Q FLANGE HANGER w/ 14-10dx1 '/2" t4" FOR LEDGER ATTACHMENT. LL] z Q f - uj NAILS x = z UA o 12d TOENAILS @ DBL P.T. 2x8 SYP 2 PLATE w/ Q 1 pc SEMCO RS150 BENT 6" O.C. EACH SIDE # Y ¢ < = STRAP @ 32" O.C. FROM OF BLOCKING 1/2" x 10"ANCHOR BOLT w/ STUDS TO BEAM „ 2x2x1/4 PLATE WASHER Q " • • 1 pc SEMCO UHPGA210 REGULAR U � ¢w 6 -6 2 @ 24" OC. LOCATE ANCHOR 1-#5 VERT IN JOIST HANGER W/ 20--10dx1 �/2" NAILS m S-3 BOLTS IN--BETWEEN FLOOR JOISTS CONC, FILLED �- v _ 1/2" CDX PLYWOOD SOFFIT CELL, PER LTJ U' U)� FASTEN TO PARALLAM PSL BEAMS '/2" x12" ANCHOR BOLTS PLAN z o w/8d NAILS @ 3" O.C. EDGES & 8"x16" CMU LINTEL w/1 PC SEMCO SGP2 EA. 8" CMU WALL BELOW U J 00 Y 6" O.C. FIELD. w/ 2--#5 TOP AND BOTTOM, SIDE. FASTEN w/14-1Od o CONTINUOUS NAILS '(EA. SIDE) DOUBLE 2x10 SYP. U) NO 2 P.T. LEDGER o 6,r CMU WALL U FLOOR SYSTEM ATTACHMENT ABOVE STORAGE ROOM SECTION AT . rT� CANTILEVER , TYPICAL 2 SECTION 3 SECTION S-3 SCALE 1-1/2" - 1'---0" S-3 SCALE: 1-1/2" = 1'-0" S-3 SCALE: 3/4" = 1'--0" , 2x4 OUTLOOKER @ 24" O.C. ALIGN 2x4 SYP No.2 OUTLOOKER @ 24" O.C. ALIGN ONE OUTLOOKER w/EACH X-BRACE ONE OUTLOOKER w/EACH X-BRACE 2x4 BLOCKING @ OR 2x4 BLOCK @ 48" O.C. 2x4 BLOCKING @ OR 2x4 BLOCK @ 48" O.C. W Ll SHEATHING JOINT BLOCKING SHEATHING JOINT JJ 2x4 BLOCK @ X-BRACE- 4-12d TOE NAILS HURRICANE CLIP 2x4 BLOCK @ X-BRACE 4-12d TOE NAILS BLOCKING ROOF SHEATHING 2 EA SIDE) ROOF SHEATHING (2 EA SIDE) 4-16d NAILS PER PLAN ( HCPLR @EACH HURRICANE CLIP r, Z OUTLOOKER 4-16d NAILS PER PLAN HCPLR ® EACH OPENINGS OVER 2'-4" TO 3 -4 , W : . OUTLOOKER PROVIDE 2-#5 ORIENTATED EACH FACE, w Q • OPENINGS OVER 3'-4" TO 8'-0", EACH SIDE OF OPENING Q 2x4 X-BRACE • • PROVIDE 2--#5 IN TWO CELLS, @ 48" O.C. _16 (2)2x6 SYP No.2 OPENINGS TO 2'-4", PROVIDE Q o , 2x4 X- RACE ORIENTATED EACH FACE, � TOP PLATE EACH SIDE OF OPENING. 1--#5 VERTICAL (f') (1)TPP6 @ 16 OC ( @ 48 O.C. _16d W TOP CHORD OF 4-12d (2 ES) TOE NAILS GABLE END TRUSS � .. � U EA. END FROM BLOCK DROP 3 .a .: F � 'F =: � m ' 4-•1 d (2 ES) TOE NAIL I :. T to — ,�: .:'; =ps.r U TO TRUSS TOP CHORD 3-12d NAILS 12d 4" O.C. FROM EA. END, FROM BLOCK TO TRUSS TOP CHORD BRACE VERTICAL MEMBERS TYPICAL AT LATE L BRACE TO OF GABLE END TRUSS PER VERTICALS BLOC BELOW 3-12d NAILS 12d 4" O.C. FROM TRUSS MFR DETAILS J • LATE L BRACE TO WINDOW/DOOR TYPICAL AT NOTES: „ VERTICALS BLOC BELOW - GENERAL WALL 1 TYPICAL UNLESS NOTED �-----2x4 S B 48 O.C. 4-16d NAILS REINFORCING, ) IF VERT. NOT RTPGA824 @ 48" OC ROUGH OPENING, OTHERWISE ON PLAN [--2x4 S 48" O.C. w/14--10d SECTIONS SEE PLAN U 4-16d NAILS I PRESENT I IF VERT. NOT - 8" CMU WALL, N I I PRESENT BOTTOM CHORD OF GABLE END TRUSS SEE FLOOR PLANS -ZA • •• 4-16d NAILS---,-, 12d TOE NAILS @ 8" O.C. PLAN VIEW AT TYPICAL WINDOW DOOR •••• FROM TRUSS BOTTOM CHORD OPENING, WALL HT. UP TO 10'-0" CONT 2x4x8' #2 SYP 2x4 BLOCKING @ 48" O.C. TO DOUBLE TOP PLATE LATERAL BRACE @ 48" O.C. BETWEEN GABLE AND FIRST w/3-16d INTO EACH TRUSS TRUSS 2x6 STUDS PER PLAN CONT 2x4x8' 2 SYP 2x4 BLOCKING @ 48" O.C. (2)2"x6" SYP No.2 6 DETAIL BOTTOM CHORD # LATERAL BRACE @ 48" O.C. BETWEEN GABLE AND FIRST TOP PLATE ' w/3-16d INTO EACH TRUSS TRUSS S-3 SCALE: NTS BOTTOM CHORD HCPLR CLIP @ 48" O.C. FROM BALLOON FRAMING GABLE END BLOCK TO DBL TOP PLATE FOR OPENINGS OVER 3'-4" TO 2"x6" STUDS PER PLAN 8'-0" WIDE, ADD 2#5 @ 2ND COURSE PLATFORM FRAMING GABLE END AND. #3 TIES @ 8" OC DETAIL � 5 DETAIL, 2--#5 CONTINUOUS 4UP TO S-4" WIDE S-3 SCALE: NTS S----3 SCALE: NTS oo • 8" U---BLOCK OR PRECAST LINTEL STUD WALL 2"x6" PT SYP #2, FRAMING, OVER 3',4" TO 3' 4" WIDE DRAWN FASTEN TO CMU 'SEE PLAN 10 8-0 WIDE PRB w/ -5/8"Ox6" HILTI CHECKED . 8" CMU, NOTES: CCK SEE PLAN 1) FOR OPENING LOCATIONS, g 6T00 SEE ARCH DRAWINGS. / ADDITIONAL NOTES - 2) PROVIDE 8 BEARING EACH SCALE Els, ::. �,. WOOD PANEL SIDE OF OPENING. AS NOTED SHEARWALLi1. THESE PLANS ARE DESIGNED TO BE fN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION '.` < . 3) GROUT LINTEL SOLID. Boa No. 1613-33.007 FLORIDA ADMINISTRATIVE CODE: SEE PLAN AND SCHEDULE E00-117 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED: IN ACCORDANCE WITH SECTION 6, PLYWOOD SHE"ARWALL To TYPICAL LINTEL ABOVE OPENINGS SHEET ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN'LOADS FOR BUILDINGS AND OTHER STRUCTURES" ' MASONRY WALL CONNECTION, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH ;A. MINIMUM ,.,BASIC WIND SPEED OF 110 MPH. 0 D INTO - , t , �_ DETAILDETAIL � 3. THE COMPONENTS AND , CLADDING HAVE BEEN,: SELECTED AND, THEIR USE INCORPORATE THE: -. co o SIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6. OF THE "MINIMUM DESIGN LOADS FOR DE , 8 AND OTHER STRUCTURES" MENTIONED IN NOTE 2. S-3 SCALE: -0 S-3 SCALE; NTS 0SHEET BUILDINGS N I Z� r NUMBER. OF, FULL 'HEIGHT REVISIONS - BY STUDS EACH SIDE; OF, z ' CDX PLYWOOD ROOF SHEATHING, A EXAMPLE OF UNSUPPORTED (uNBLocKEDj UPLIFT CONNECTOR SCHEDULE 12 w . Sd COMMON WIRE O 4" OC BOUNDARY OF` ' OPENING, -SEE PL N NAIL / M UPLIFT CONNECTOR AT OR SCHEDULE' PANEL, EDGE: UNSUPPORTED PANEL .EDGE IS 8 EDGE `AND 6' OC FIELD. TOP AND.' BOTTOM. OF SHEARWALL OR TYPICAL. CONDITION UNLESS BLOCKING IS. REQ'D DECKINGMEMBER SUPPORT SEMCO CONNECTOR ' PRE-ENGINEERED WOOD EACH STUD, . SEE SCHEDUL BY ..SCHEDULE EDULE OR NOTES: ROOF TRUSSES @ 24" OC, ' SEE ROOF: FRAMING PLAN !MCAL ROOF TRUSSES HURRICANE CLIPS PER. UPLIFT COMMON TRUSS: DBL TOP PLATE (1)HDP2X AND (1)HCPLR CONNECTOR SCHEDULE, FOR . HEAVY' GIRDER TRUSSES, SEE GYPSUM ,'BOARD, JACK( TRUSS: DBL TOP PLATE 1)HDP2X DETAIL OR . PLYWOOD/ - GIRDER TRUSS �1)FAP18 OSB PANEL TOP PLATE EL V HEADER, SEE . • • • • EXAMPLE OF PANEL CORNER JACK: DBL TOP PLATE (1)RTPGA824 TWISTED SEE ARCH PLANS PLANS • • EDGE W/ BLOCKING GIRDER TRUSS (1)FAP18 WHERE REQUIRED BY NAIL SPACING AT SCHEDULE OR NOTES. GIRC)ER TRUSS: DBL TOP PLATE (4)RTPGA824 TWISTED CONT. HEADER STRAPS, TO DBL 2"x8" PLATE OR SEE UPLIFT SCHEDULE SUPPORTED EDGES, (1)SGP3 SEE NOTES OR ' CLIP, FROM DOUBLE TOP ROUGH OPENING SCHEDULE PLATE TO STUD, SEE GABLE END TRUSS: DBL TOP PLATE (1)HDP2X AND (1)HCPLR �� UPLIFT CONNECTOR (2)2"x6" SYP No.2' TOP PLATE SEE ARCH AND (1)RTPGA824 @ 48 O.C. SCHEDULE CLIPS OR CRIPPLE 2"x`I-" OUTLOOKER DBL TOP PLATE (1)HCPLR STUDS, ROOF TRUSSES, LHOLDDOWN ' AT STUDS U METAL CLIP PER 2"x6 SPF #2 STUDS ® 16" OC FOUNDATION, OR FLOOR JOISTS TYP CAL CONVENTIONA ROOF FRAMING: Z � UPLIFT CONNECTOR SEE SCHEDULE COMMON RAFTER: DBL TOP PLATE 1)HDP2X „w ¢ SCHEDULE HEADER BEAM 1)HDP2X W ? o T&G STURDI-FLOOR SUBFLOOR NAILING TO INTERMEDIATE _ SHEATHING, GLUE AND NAIL -- '/2" CDX PLYWOOD W/ 8d COMMON SUPPORT IS 6" OC MAX, UON OVERFRAMING RAFTER: LEDGER (1)HCPLR ~ ' D o W/ 10d COMMON @ 4" O.C. NAILS @ 3" OC EDGES AND 6" OC -' w _ FIELD. (SEE FLOOR PLANS FOR NAILING PATTERN FOR SHEATHING RIDGE BEAM (1)FAP18 Y ¢ U " EDGE AND 6 O.C. FIELD ON ROOF FLOOR AND SHEARWALLS OVE FRAMING LEDGER: ROOF FRAMING 2 PCS 12x3/4 ROOF GRIP 7 ¢ 16"d SYSTEM 42 PRE-ENGINEERED LOCATIONS OF, SHEARWALLS). R � (_j � ¢ ,,,_, DETAIL BELOW SCREW w/ 1 WASHER @ � o FLOOR TRUSSES SEE FLOOR (1)2"x6" SYP No.2 4 EACH INTERSECTION WITH Cy � v� FRAMING PLAN BOTTOM PLATE HEADER SPAN TABLE EXISTING ROOF FRAMING W U) U) _j S--4 SCALE: NTS = cao � FIN FLOOR EL HEADER WINDOW/DOOR JACK 2"xf3" PORCH FLOOR 2"x12" PORCH BEAM (2HCPLR CL z 0A SEE ARCH SYP 2 MAX OPENING STUDS J012T GRADE BEAM LEDGE (2�HCPLR 0 _j � Y (2)2x6 4'-0" 1 j � ev (2)2x8 5'--�0" -2 2"x12" PORCH BEAMS PERMACAST COLUMN (1)SGP3 W/ 5/8"O THREADED _ z (2)2x10 7'-0" 2 ROD 0 (2)2x12 9'-O" 2 8" CMU WALL OR (1)MPHD-212-3 OR HEADER BEAM (1)TGHD 210---3 U DBL P.T. 2x8 SYP #2 PLATE w/ • • FRAMING AND STRAPPING ENTRY AREA HEADER PERMACAST COLUMN (1)SGP3 W/ 5/8 0 THREADED 1/2" x 12"ANCHOR BOLT w/ AT TYPICAL WALL OPENING BEAMS ROD 2x2x'/8 PLATEASHER @ 24" OC2 D E TA I ENTRY BEAMS ENTRY COLUMNS 8"x16" CMU OPEN BOTTOM S- 4 SCALE: NTS WIN OW DOOR HEADER HEADER TO 3'---0" JACK STUDS (1)RTPGA824 EACH SIDE LINTEL TIE BEAM W/ 2-#5 HEADER 4'-0" TO 6'--0 ' JACK STUDS (2)RTPGA824 EACH SIDE TOP AND BOTTOM, CONTINUOUS 2 STORY EXTERIOR BEARING WALLS PROFILE OF RS150 STRAP DBL, TOP PLATE 2ND FLOOR STUDS TPP6 @ 16" oc UNDER SILL PLATE AND 2NQ FLOOR STUDS SILL PLATE �1)RS150 @ 16" O.C. UP ONTO 2ND FLOOR WALL HURRICANE CLIP, SEE SILL_ PLATE FOUNDATION /2"� x 10" ANCHOR BOLT w/ STUDS, STRAP @ 16" OC UPLIFT CONNECTOR 0 ' 24' ,0$C PLATE WASHER SCHEDULE @ W RAFTERS, SEE ROOF 1-#5 VERTICAL ® 32" OC FRAMING PLAN INTE-RIOR BEARING WALLS DBL. TOP PLATE 1ST FLOOR STUDS TPP4 @ 16" oc 1ST FLOOR STUDS SILL PLATE TPP4 @ 16" OC W W o (CENTER IN CELL). GROUT CELL SOLID w/ 3000 psi SILL PLATE FOUNDATION '/2"o x 10 ANCHOR BOLT w/ 0 CONCRETE 0 4 p o 2"x2"x'/ " PLATE WASHER Q Q 000a 0000 @ 24" OC x 2x6 COLLAR TIES w/ NOTES: W = Q ¢ 8-12d NAILS EACH END, 8" CMU WALL @ 24" OC 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. m' REFER TO THE SEMCO METAL CONNECTORS 1997--1998 CATALOG FOR Q ca NOTE: COLLAR TIE TO BE LOCATED COMPLETE INSTALLATION REQUIREMENTS. (1,J w NO HIGHER THAN 2/3 THE TOTAL 2) USE THE FOLLOWING COMMON WIRE NAILS FOR EACH CONNECTOR: ¢ = HEIGHT OF THE RAFTER Q m -a HDP2X 10-10d ¢ N COLLAR TIES TYPICAL RRATPGA824T 218 0-10d, U.N.O. ry C:n HCPLR 8-8d 1-#5 VERTICAL DOWEL @ RAFTER 3 DETAIL - TPP6/TPP4 10-8d00 BEARING SW-1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER, 2x6 SPF #2 STUDS RS150 22-10dN 32" O.C. W/ 90' STD ¢ S 4 SCALE: NTS BEND INTO SLAB, ALIGNED -J -A@ 16" ,. o.c.OC: ' FASTEN SHEATHING w/ 8d COMMON WIRE NAILS, ® 3" o.c. EDGE SGP3 24-16d z_ < AND 6 � FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS W . MPHD 212_3 2- /," x10"A.B AND 14-16d NAILS / WALL REINFORCING ABOVE INSTALL TWO PIECES SEMCO RS150 AT EACH END OF SHEARWALL SEGMENT TGHD 210 3 60---•12d TO WALL FRAMING OR MICROLAM BEAM BELOW. FASTEN THE RS150 WITH �n 22-10d COMMON WIRE 'NAILS. N tD a • • • SW-2 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS __ (9 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS @ 3" o.c. EDGE �.� -�\ AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. 6" STRUCTURAL �I \� INSTALL THREE PIECES SEMCO RS150 AT EACH END OF SHEARWALL SEGMENT CONCRETE SLAB w • TO WALL FRAMING OR MICROLAM BEAM BELOW. FASTEN THE RS150 WITH • 22-�10d COMMON WIRE NAILS. OUTLINE OF GRADE BEAM BEYOND, SEE ¢ SECTION 4/S-2 1' 2„ SW-3 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS PILE CAP AT SINGLE PILE, ® 16" OC. FASTEN SHEATHING w 8d COMMON WIRE NAILS @ 3" o.c. EDGE GRADE BEAM REINFORCING SEE SECTION 3/S--2 / CONTINUOUS THROUGH SEE PLAN FOR AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. PILE CAP, SEE SECTION INSTALL ONE PIECE SEMCO SGP3 AT EACH END OF SHEARWALL SEGMENT TO LOCATIONS 4/S-2 . CONCRETE FOUNDATION'. FASTEN THE SGP3 WITH 5/8" DIA. x 12" ANCHOR ; 1'- 3" 14"0 AUGER CAST BOLT AND 24--�16d COMMON WIRE NAILS. 3-#5 EACH .WAY PILE PER DETAIL 5/S--2 DRAWN ABOVE PILE 2.-6» SEE PLAN FOR PRB LOCATION CHECKED 1 WALL SECTION , TYPICAL INDICATES THE NUMBER.,, OF FULL HEIGHT, 2x6 SPF #2 STUDS EACH SIDE OF THE CCK WINDOW OR DOOR ,'OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH AT SC LE: SIDE M)NIMUM. ADD STUDS AS REQUIRED' TO THE EXISTING WALL FRAMING. 9/�6�00 S 4 A /4 �, NOTES:� � SCALE ADDITIONAL NOTES 1) SEE DETAIL 4/S-4 FOR, TYPICAL ,SHEATHING NAILING PATTERNS. AS NOTED 2):.SEE; FLOOR PLANS FOR SHEARWALL, LOCATIONS: JOB No. 1. THESE PLANS ARE" DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 3) AT SHE -WITH END REACTIONS OVER WOOD BEARING WALLS,-.'.PROVIDE E00-117 1613-33.007 FLORIDA ADMINISTRATIVE CODE. ' (3)2x4 SPF#2 POST, IN, WALL AND FASTEN,,w/ '3pcs SEMCO RS150 CONTINUOUSLY f SHEET a- 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, DOWN. TOFOUNDATION. l r ANSI ASCE 7--88 JULY 1 4) ' AT SHEAR�/ALL.S WITH, END REACTION � / ( 993) "MINIMUM .DESIGN LOADS FOR .BUILDINGS AND OTHER STRUCTURES" CTION OVER 'WOOD BEAM;., STRAP END STUDS - °' ASSOCIATED WITH A MINIMUM BASIC ,WIND SPEED OF 110 MPH. TO BEAM: WITH .3 PCS SEMCO RS150 ,CONTINUOUSLY TO SUPPORT POSTS AND .. / JS 4 � TO WITHSTAND THE WIND LOADS ASS ATE . C. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE 'INCORPORATED INTO THE FINALLY TO FOUNDATION' WITH ,SGP--3. ( DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ..SECTION 6 OF 'THE'."MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. MENTIONED IN NOTE 2: SHEET 4 OF S r REVI` SYRUCTURAL, NOTES: ,UPLIFT 'CONNECTOR, SCHEDULE �/z CDX PLYWOOD ROOF' SHEATHING, 1997 STANDARD 12 D�wSIGN IN ACCORDANCE WITH REQUIREMENTS OF THE ND NAIL w/ 8d COMMON WIRE ® 4 OC SUPPORT ' SEMCO CONNECTOR BUILDING CODE. WIND DESIGN PER SECTION 1606.2 g EDGE AND 6" OC FIELD, MEMBER 1 PRE-ENGINEERED WOOD ; �. LIVE., LOADS UNIFORM LIVE LOADS ROOF TRUSSES ® 24 0L, TYPICAL ROOF TRUSSES; FLOOR 40 PSF SEE ROOF FRAMING PLANCOMMON TRUSS: SINGLE TOP PLATE ' (1)RTPGA830T AND (1)HCPLR HURRICANE STRAPS PER UPLIFT ' FOR OPENINGS OVER 3 -4 TO ROOF 20 PSF 9'-M-0" WIDE, ADD 2#5 ® 2ND COURSE JACK TRUSS SINGLE TOP PLATE (1)RTPGA830T CONNECTOR SCHEDULE. 2. WIND LOAD BASIC 110 MPH AND #3 TIES @ 8 OC GIRDER TRUSS (1)FAP18 - IMPORTANCE FACTOR 1.0 ' I 2-#5 CONTINUOUS CORNER HIP TRUSS: SINGLE TOP PLATE (1)RTP6A830T MEAN ROOF HEIGHT 20.0 FT TOP PLATE EL +8'-5'/2 T' UP TO 3'-4" WIDE GIRDER TRUSS (1)FAP18 ROOF PITCH 8/12 (33.7 DEGREES) • I » VELOCITY PRESSURE 26.8 PSF • SEE ARCH PLANS -~� 8" Uµ-•BLOCK OR GIRDER TRUSS 8" CMU ' WALL (1)SGP3 WINDOW/DOOR DESIGN PRESSURE 40.0 PSF cor- 2"x8" P.T. SYP No.2 W/ '/2"x10" PRECAST LINTEL ' 3• ALLOWABLE UNIT STRESSES: ANCHOR BOLTS W/ 2"x2"x'/8" PLATE OVER 3'--4" TO 3'--4" WIDE NOTES: WASHERS 0 24" O.C. TO 9-0" WIDE 1) CONNECTORS ,ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. A) CONCRETE -� DESIGN AS PER ACI 318 LATEST EDITION 2 SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. SLAB ON GRADE f'c = 3000 PSI, 2 USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI NOTES:OR OPENING LOCATIONS, FAP18 10-1Odx1'/2 SGP-3 5/8"Ox12'� ANCHOR BOLT AND 24- 16d ALL OTHER CONCRETE (U.N.O.) f'c = 3000 P51 8 x16 CMU TIE BEAM ) HCPLR 8-8d RTPGA830T 20-10dx1 /2 WRAP. UNDER AND U W/ 2-#5 TOP AND BOTTOM, SEE ARCH DRAWINGS. AROUND 2"x10" SILL PLATE B) REINFORCING STEEL - ASTM A615 GRADE 60 z o CONTINUOUS 2) PROVIDE 8" BEARING EACH - W 1- 5 VERTICAL, CENTER IN SIDE OF OPENING. ¢a # 3) GROUT LINTEL SOLID. C) WELDED WIRE FABRIC -- ASTM A185 CELL, @. 48 OC AND ALL = z W o CORNERS AND INTERSECTIONS. D) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION w W J SEE DETAIL 3/S--5 FOR TYPICAL LINTEL ABOVE OPENINGS COMPRESSIVE STRENGTH fm = 1500 PSI Q _, bj REINFORCING AT OPENINGS. EXAMPLE OF UNSUPPORTED (UNBLOCKED) w Q c GROUT REINFORCED DETAIL PANEL EDGE. UNSUPPORTED PANEL EDGE ISE) SOIL BEARING (DESIGN MAX.) 2500 PSF U wCELL SOLID 2 TYPICAL CONDITION UNLESS BLOCKING IS REQ D 4. UNLESS OTHERWISE ,SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER o °q 8" CMU WALL S-5 SCALE: NTS BOUNDARY OF BY SCHEDULE OR NOTES. C)� SHEARWALL OR il - - • • • _ FOR REINFORCING SHALL BE AS FOLLOWS: W U) v J DECKING FOOTINGS 3 Z C-9 o • SLAB ON GRADE CENTERED El- z 0 C) cn 5, ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE = ¢ � • TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS z < GYPSUM BOARD EXAMPLE OF PANEL AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE# HELD fz ov ¢ OR PLYWOOD/OSB PANEL EDGE W/ BLOCKING SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACINGWHERE _ J J . . z ¢ FOR OPENING OVER 3'-4" TO - ' SCHEDULEQOR NOUIRED ES OF CONCRETE. 4" CONCRETE SLAB ON GRADE w/ 9'-0" WIDE PROVIDE 1-#5 IN NAIL SPACING AT , - - - 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS WWF 6x6 W1.4xW1.4 OVER fiMIL - TWO CELLS EACH SIDE OF OPENING OPENINGS TO 3 -4 WIDE, . SUPPORTED EDGES FOLLOWS: VAPOR BARRIER ON COMPACTED FILL. N ~ FI CMU STEM WALL, PROVIDE 1-#5 VERTICAL SEE NOTES OR SCHEDULE MASONRY 48 BAR DIAMETERS FILL ALL CELLS SOLID EACH SIDE OF OPENING. CONCRETE 40 BAR DIAMETERS R - • _ r #5 DOWEL ® 48" OC w/' ;:�.F M STD HOOK, LAP 25" MIN �,�' s, ; � ,'*r� El LL2J = : UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. ' 1=I.I it I ISI I I 8 ALL LOAD BEARING COLUMNS AND EXTERIOR WALLS SHALL BE I-III—III=I _ STUDS, ROOF TRUSSES, COMPOSED OF ASTM C90, GRADE N---1 HOLLOW CONCRETE MASONRY z OR FLOOR JOISTS UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING W I --- I GENERAL WALL WINDOW/DOOR NOTES: VERTICAL REINFORCEMENT WITH CONCRETE GROUT. FILL ALL CELLS I REINFORCING, 1) TYPICAL UNLESS NOTED BELOW FINISHED GRADE WITH CONCRETE. 0 ROUGH OPENING, OTHERWISE ON PLAN ., o SEE WALL SEE PLAN NAILING TO INTERMEDIATE 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER I ¢ SECTIONS � � �° J SUPPORT IS fi OC MAX, UON MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING W 12"x24" CONTINUOUS CONCRETE 8" CMU WALL, NAILING PATTERN .FOR SHEATHING CONSTRUCTION. Q FOOTING W/ 3�-#5 CONT � SEE FLOOR PLANS ON ROOF FLOOR AND SHEARWALLS 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. � Z 3" CL AR TYP PLAN VIEW AT TYPICAL WLNDOW DOOR SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING I W ¢ OPENING, WALL HEIGHT UP TO 8)-8" 7 DETAIL DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT o . S-5 SCALE: NTS SHOWN ON STRUCTURAL DRAWINGS. U o 3 DETAIL J 1'1. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE S-5 SCALE: NTS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, _ z PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE Q Q CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR m THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN Q m ACCORDANCE WITH THE CONTRACT DOCUMENTS. C�} bj F 1 WALL SECTION , TYPICAL z. 12, THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE w m S�5 SCALE: 3/4„ = 1,-p„ SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. � ¢ 2-#5 VERTICAL 1'--4" EACH CELL f � Q 8"xl 6" CMU/CONCRETE COLUMN GIRDER TRUSS BETWEEN OVERHEAD DOORS BEND STRAP OVER SEE ROOF FRAMING TRUSS AS NEEDED PLAN SEMCO SGP-3 HEAVY DUTY STRAP ANCHOR, rT� DETAIL SEE UPLIFT CONNECTOR SCHEDULE S-5 SCALE: NTS 5/8"Ox1.6" NOTE: DRILLED AND EPDXIED ANCHOR BOLT BOLTS OR EXPANSION BOLTS 3/4" DEEP SAWCUT w/ SLAB ON GRADE, ARE NOT ACCEPTABLE AS ELASTOMERIC SEALANT SEE PLAN SUBSTITUTES FOR THE CAST-IN-PLACE ANCHOR ' BOLTS. DRAWN.., PRB NOTE: SAWCUT CONCRETE SLAB WITHIN CHECKED HOLDDOWN FOR GIRDER TRUSS - 4 TO 12 HOURS OF CONCRETE PLACEMENT. CCK ARRANGE SAWCUTS TO CREATE APPROXIMATELY DATE 20' x 20' SQUARE PATTERN OVER THE 9/6/00 o ENTIRE SLAB. 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I Y 1 JOB ADDRFSS� TYPE WORK EPHOM '� L � � TEL PROPERTY OWNER ./' � CONTRATEL UWONE P NUMBER a/ til Z DATE�Z6 b/ INSPECTIONS.• FOOTING 14 D SLAB 2 41 Mow, a �, 7�D l TIE BEAM ," F.RAMWGiCOVER UP 9 - O INSULATION_ 9 .3 v-"� — �3 •��� o l FINAL BUILDING 4, -It-6 2--- CERTIFICATE OF OCCUAbANCY ELEcnttc,AL PERMIT# x--13' .INSPECTIONS ROUGH FINAL 17,13 -01 , ,WCM ICAL PERMIT ZZ5 TK INSPECTIONS ROUGH_ FINAL PLUMZU NG PERMI3# INSPECTIONS ROUGH/UNDER SLAB TOPOUT o --o j WA FINAL 4 NOTES.• TM Tmp> tL CITY OF ATLANTIC BEACH _ 800 SEMINOLE ROAD v� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030089 Date 5/04/05 Property Address . . . . . . 2019 BEACH AVE Tenant nbr, name . . . . . . INSTALL NEW TUB Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5000 Owner Contractor ------------------------ ------------------------ HARPER, DONNA L. D.E. RICHARDSON CONSTRUCTION, 2019 BEACH AVE INC. ATLANTIC BEACH FL 32233 7031 SALAMANCA AVE. (904) 607-4202 JACKSONVILLE FL 32217 (904) 733-0189 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc BATH REMODEL Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I � R BUILDIN, ] IAL �1 ''M CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 5 5 Property Address: Z Cid c- l'7 Owner: Do P1 y1 ':!-" 4 12-!_z Telephone#• Contractor: ,Ufi�e G Telephone th g� n Contractor Address: 4-73 /1 /f/de 0 Fax#: g55�'I Rx 'Z2_Z3 Contractor Signature: In consideration of permit given for doing the work as des(ribedi the above statement, we hereX agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: if other construction is Q New Residence ❑ Temp. L3 New being done on this building Old El Commercial ElSi s Ll Increase Or site,list the building � Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair _ Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service ~z RACE Size AMPS z a PH f W .J VOLT 2-L1v WAY SL— Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS LTNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous ti fp / Z h c'e- VS 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httu://www.ei.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030221 Date 5/02/05 Property Address . . . . . . 2019 BEACH AVE Tenant nbr, name . . . . . . INSTALL TUB & PAN Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LEAN, J. M. MC DUNNING PLUMBING & SEPTIC, INC 1335 PALMER TERRACE 1902 ROTHBURY DRIVE JACKSONVILLE FL 32207 JACKSONVILLE FL 32221 (904) 783-0910 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL TUB & PAN Permit Fee . . . . 49 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 49 . 00 49 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 49 . 00 49 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUI DING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Z �; Property Address: Owner: ZLC.r�.�f� � c.,� Telephone#• Contractor: _ l.Li✓i�S �`u� �. la, � - Telephone#: 7E cl91d Contractor Address: 1?02- Rd z266 IQ✓ Fax g'�Fce6 Contractor Signature: g,r� In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: Ll Re-Pipe d5 060-50-R< `, Number of Fixtures: _ Bath Tubs Showers Closets _� Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road•Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http://www.ci.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030089 Date 4/15/05 Property Address . . . . . . 2019 BEACH AVE Tenant nbr, name . . . . . . INSTALL NEW TUB Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5000 Owner Contractor - ------------------------ --- ---------------- ---- HARPER, DONNA L. D.E. RICHARDSON CONSTRUCTION, 2019 BEACH AVE INC. ATLANTIC BEACH FL 32233 7031 SALAMANCA AVE. (904) 607-4202 JACKSONVILLE FL 32217 (904) 733-0189 -------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee 27 . 50 Issue Date . . . . Valuation . . . . 5000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT D. Ford J � 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # (3 S" 3003 Property Address: ��t- � Applicant: V• �C- t c++ Project: N v�) This permit application has been: Approved F--1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: bLk Date: 1i l ' Date Contractor Notified: CITY OF ATLANTIC BEACH J� r 'FJ r ILDIN '1 ' B�,1 s, , � E�RMIT APPLICATION 9 t iIV, .,,�� (Alterations & Additions) Date:YPLL 1,1* Af 1 n 1 2 X005 . Job Address: Owner of Property: . Address: ZD c Telephone: 4,0 tL Go'y ti Legal Description: Block Number: A_VV o um Zoning District: Contractor: 1%Z-. ZC PAOG4lt CO1gt �� G State License Number: m� g o5,9#et3 Contractor Address:703/ '�iA1,(4 M e A CGI. 14UI?, 0A( fit- r7-3416 " Telephone: q0 V- 7J. j-49 Mel Fax: tw*— 7 cA=,T- Describe proposed use and work to be done: Sr /1 AICA* n6 IN j 5 1 149 ' rD m K-F WE Present use of land or building(s): 51IM 6 !-y"1 L� Valuation of proposed construction: S.ox 1 What are the dimensions of the added space: 4L=x/5111V feet x 40 feet Will the added area be heated and cooled? 05 1� 1Q >_ New electrical or increase in service? A110 Add plumbing fixtures? Add fireplace?AM Add heating/air conditioning? l_ Is approval of Homeowner's Association or other private entity required? YO If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. XNO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall;800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all' rmation provided with this application is correct. Signature of owner: Date: IF I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construct onor per ce et: suction of the property. I understand that the issuance of this permit is contingent upon the above information being e d c d that th pi and sup rt g data have been or shall be provided as required. l Signature of Con v Date:AA, I Address and contact information of person to receive all correspondence regarding this application(please print). �Name: i� G� C' . 1n Mailing Address: 1c��K a.A CG. A04A1iG 11' 3"i'� 0 J t Telephone:q0q-'_753"®09 Fax:C104 7M-c4,4 45'-E-Mail: AS TO OWNER: Sworn to and subscribed before me this- day of Q► I ,20 0 State of Florida,County of Duval W CYNTHIA D Notary's Signature: MY COMMISSION#DD 366313 ~�y EXPIRES:February 27,2009 Q Personally known ,Rf 4P Bonded Thru Notary Public Underwriters Produced identification Type of identification produced r l 6Y i& 1b AS TO CONTRACTOR: Sworn to and subscribed before me this day of /-�,Orl J ,205 . State of Florida,County of Duval . 10011' CYNTHIA D.HOWARD MY COMMISSION N DD 386313 Notary's Signature: EXPIRES:February27,M . ;.•' W*d Thru N*q Pu*U,&.*n Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 - --- --- 9'-1 1 /8" - COVERT CLOSET ---- - TO WET AREA zz WITH TUB 00 ti REMOVE WOOD ~' FLOORING AND INSTALL NEW TILE � z w TEAR UP TILE W 3: TO TIE IN DRAIN - z m FOR R TUB w J z EXISTING BATH U) x W \ - APPROVED CITY G ,+.LANTIC BEACH Rul!DING OFFICE APR 1 � 2005 Ov3Hxine do r� F 0 O � V � m � m r- FLOOD ZONE -NC (EL 17) ,n (p sa3ts aooM (D F100D ZONE "AO" (DEPTH 2') 30 ootaM rN co Go Z Go Z � � � ~ _ 00 ANW-DVq AMOIS 0 � N 3 r� p e- 7330 0OW---M&OO t zn v 9v oc) UJ I Q"w ,l'9i r Z m J z N rn p a th $ w o � 00 °° N r J 0; L L- N 3 v00 � C4 0Z ul m - g • 2 ~ 3 ,69,ZG-ZO S FLOOD -LONE °AO (DEPS f_ t 2.5g"E t,t U X49.87' .i 6 £' ,O6'Ll� p -52'59" E 648.03' �pOD ZONE ►_—w NSTRUCTION CONTROL LINE Cit w _D IN MAP BOOK "C PAGES 3lia9N0a i 72H ON JULY 23, 1992 X-a J � / 6A s tzci � � W O) 3c GG N J��V z l S J ��z C4 N� X52 / o� G1�N aPa �9F,o C R MER` GPRPGE tFOR CITY OF ATLANTIC BEACH 800 SE UNOLE ROAD '' ATLANTIC BEACH,FL 32233 t INSPECTION PHONE LINE 247-5826 i Application Number . . . . . 06-00032921 Date 5/04/06 Property Address . . . . . . 2019 BEACH AVE Tenant nbr, name . . . . . . INSTALL 1 CU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- HARPER, DONNA OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 .00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 77, MECHANICAL PERMIT APPLICATION Date: S'y', Property Address:O�(� Owner: Telephone #: o.�- Contractor: oCean E-107- e- C Telephone #: Contractor Address: 14-7(, C'mf�(' Ct ���� � Fax 4: I In consideration of permit given for doing'.he work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of Qood 2ractict listed therein. Type of Heating Fuei: If other construction is being done on this building / or site,list the building permit number: W/ �� � . ❑ Gas: _LP _Natural 'Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK +� Heat _Space _Recessed �ntral _Floor Alr Conditioning: _Room �entral Residential V ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpin :1 Fire Sprinklers:Number of Heads ❑ E.dsting Building ❑ Elevator: __ Manlift Escalator (Number) Repiacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,RE-FRIGERATION EQUIP-NIENT&CONDENSOR'S Approving Number Units Descri tion Model 4 Manufacturer Ton's Agency el u. 'wo � %� 3. 5 Itc, i HEATING—FURNACES,BOILERS,FIREPLACES&A,IR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial approving ffow Manv & Dimensions Contained Manufacturer No. Aeencv PA yr: 300 Seminole Road • Atlantic Beach, Florida 32233-544 I.. Phoae: ("904)247-5400 . Fas: (904) 247-5345 . http://www.ei.atlantle-beach.fl.s Mau 03 06 03323P Ocean State A/C 904-249-8948 P. 1 CITY Of ATLANTIC BEACH M CHANICAL PERMIT APPLICAT' ON AE Date: Property Addrois: Owner. Telephone 7 wu Contractor- n CE2 04(C Telephone r1r: qQ-Sim I iI C u atracto r Address: 14,7 amatu--LbvLEI— Fax#r: 10-1;Z.—iderilwo of permit ivcc for doing the work as described in the aboyt:itacment.we hereby agcc to Lperiorns said weldr in m-.1111M.11171 wiUi am armatted ptuas and 1ptelliCaLtunli Whid are-1 f4m htvtof and its accordance With the City of Atlantic Bcach onlinantes good rrictico listed thcrein. Type of Heating.File(; if other coastruution is beikig rjvnc m this huilkliag or sites 1i3t-the boilWup,pUrilliL J4k1Ujt)M, U Gas: _I.1' —Natural -1C ntral Utility Q Oil Q Omer-3pecify N(E-CHAYIC.%L FQUIPM'ENT TO Be INSTALLED NATURE OF Wo ELK F -f kleat _Space aocc44ed - 't-ociatal Floor DO" Rcsidencial' VAir Couditicuinm Rvom —u/centmi * Duct System: Material Thickness— -a Comincrciat * Refrjoeradon f4axanurn ull npaciq I;LQ ',4e%v Building .7 0 couting Tower:Capacity "Tin -tl -- -- 0 Fin- Sprinklers: Number of 14eadG Q Edsting Buildhig, -:1 Escalator (Nurn ber) Elevator: Miaalift 0`0' Rep(=ement of Exist4v-)Svsicm Q Grasuline Pumps umber) C3 Tanks (NiAtubcr.) a New InalaIjazioll * LFG Containers (Number) (No symem'prcviously immilcd) * Uafired Pressuru vessel 0 Extension or.4.&W-on to Existina System Cl Boilers a Gas Piping Q Oth4cr-Spccifv Q Other-spleei>y LIST , L E0U1V-XL-1qT Arrroving, �Iurnbkf ultivy De3c1CIOs Made(a 'Mandunim vou,s I4WKY k. atjAZ Loy lAal" 3.5 RG RLATING-MRNA(:X5.301LEV-S.VIREPLACIS kfR RelANDUS M'S Appruving 011inbl.-T Units D=ription Mudcli, Mnauliicturrr 8T7j'j Agency k-r14 K7 -N-mlinal I"Alyak:ivy Type Lkqtsid Njnak AvPfovilig Dinteminivi Phone- (904) 247-58011 - Ca.t: (90 4) lxttp-!Av�viv LIN e` t ts CITY OF ATLANTIC BEACH I ) 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029750 Date 2/18/05 Property Address . . . . . . 2019 BEACH AVE Tenant nbr, name . . . . . . CONNECT GENERATOR SYSTEM Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- --- -- ---------- ------- ------------------------ HARPER, DONNA BIVINS ELECTRIC CO. 2019 BEACH AVE . 1004 SOUTH SECOND STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-4308 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------ - ------ -- - - - --------- ---------- -- -------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. b3 i� c 4w BUILDIN OFFICIAL Jan 28 Q4 11 : 4Ga Information Systems 247-5845 p. 1 �i1l,,lrlr CITY OF ATLANTIC BEACH S � '1 ELECTRICAL PERMIT APPLICATION Date: Property Address: Owner: 0( )nv\n c� r Telephone #: I Contractor: Telephone Contractor Address: \C ' ,_ �k 1 TYl - Tk _ Fax#: j In consideration of permit given for doing the work as described in the above statement.we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach i ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other constmcnen is :3 New Z1 Residence C3 Temp. New being done on this building OT site,list the building 'J Old ❑ Commercial ❑ Signs Z) Increase Permit number- Z) Re-wire ❑ Addition Sq. Ft. �D Repair Conductor Size: AMPS: COPPER ALLN- naiM i Switch or I RACE ' Breaker I AMPS :�=Plj W VOLT WAY Existing Service j PACE Size AMPS I PH W' VOLT WAY t j � I Feeders: NO. SIZE NO SIZE ! NO SIZE Lighting Outlets jCONCEALED OPEN Receptacles I CONCEALED OPEN , n In An,tvs 31 1 111� � Switches 1 Incandescent Fluorescent & l M.V. I t Fixed o-100 ASPS 'AVER BELL Appliances TRA`SFER. Air H.P.RATING H.P.RATLNG CEILING KW-HEAT I Conditioning I COMP.MOTOR OTHER MOTORS AMPS HEAT a i � Motors 0-1 H.P. i VOLTAGE I PH NO. OVER 1 H.P. PHS j UtiD R. 00V OVER600V Transformers NO. KVA NO. KVA No.Neon_TransL Ea. Si Miscellaneous I had , f- (' �(' a 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-:845- http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH RECEIV*kL-0 TREE REMOVAL APPLICATION DEG 1 2. 2000 e All a lications must submitted with seven 7 copies and received b 5 PNrAW d h Mtacc da s prior to the scheduled meeting in order to be placed on thea eg nda. * APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. l. p. ;off ee 18)6i " t ►w- APPLI ANT NAME ADDRAS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: Bt V o.. POL-o -J FA 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YO YES ❑ NO ❑ NOT SURE 5. PROPERTY ZONING: 1KRESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** i PAIrn /4" —xN-11-- rioR 2, PLIA% 4M tr 3 Pac.1 M 13. 7 'g PRIM 10.7 ,► srd,I JK 3S* r 2 •t zap Pec l Q. q5 F� Yip *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. s 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an'W". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. 00" 10 _00000- pplicant's ignature Date 17���� /'�l rXX, Owner's Signature Date CITY USE ONLY: Tree Conservatio oard Chairperson Date TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED 0 Exterior Zone TREE 20.00' DBJHF�ORMORE ----------- -------- 7.50'— PRIVATE .50'PRIVATE Interior Zone I , PROTECTED I I TREE t 0I 1 PRIVATE PROTECTED TREE 10 m PROPERTY I � LINE i 10 0 I D B H OF 20" OR MOPE ICOM o I Im PROPERTY lo 1 I o m LINE o I (D B H OF 10" OR MORE IN = 1 COMMERCIAL & INDUSTRIAL PRIVATE M ot ) PROPERTY) ) PROTECTED owl �� I I C-7_50* __T PRIVATE PROTECTED TREE � DBHOF6' OR MORE 0 PROPERTY 20.00' LINE PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D B H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE NTH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY. AARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. �o WALK , { EXIST STRUCTUR 1- TORY FRAME WOOD TO BE REMOVED � #2025 SHOWN DOTTED FINItHED FLOOR = 28.71 N�W N 890 '08" E 188. 93' f li.w w{AL K WOOD 0�xml �' I DECK per - 5 52.55'3p �ilt r r PORgH ►RAGE , EXISTING DETACHED L4 ,w WOOD DECK W ! M rn ! ll�NE RESIDEN REDUCED BY !� w `" IN PLACE OF r^h ISTING f u C T FLR= Li EXIST WOOD 2e. STEPS :9 3 _ . 84.3 8.68' N { Lo NEW Y N PAVER DEcx U WALK J It EXIST -� W o o DECK �►�'� { >- REMOVED C ! .. z 5TRUC'� .E 12/13/2000 12:25 9042469200 THE GELLATLY COMPANY PAGE 02/02 Rf7c,rIV,r DEC � 3 200p At.tacluneiu"A" City of Atlantic wilding end Beach Proj)CCty UCSL'i'iptioll Zoning LOT 4, ANO TI-111 SOUTH 1�z OI' LOT 5, BLOCK 19, ATLANTIC BIIACH, AS Pf;; t PLAT 1'I11;iZLOt As IZJ;C;CIZDL 1N !'l..A'i' 130010 5, I'ACiI,Get O1'TIIL (�lJlZ1ZIsN'I' 1111131,1C: �. 15LOC".K 21, A,) ;'!-*R PLA!' lel Si0 "A" A'I'I.AN''IC: UVAU i, AS N"R P1,A'r IN VLA1' 1300K 5. 11AGU 09,OF 1 1 R: C:.t. RRI NT 11U131,,1C S�L:CC)lli.)S OF DUVAl, COUNTY, AND ALSO ALL LAN1)5 1,Y1NG B1 T%.;Vf1 l,N 'CHE EAt)T LINT, ()F SAID PLATS AND CONCRI" TE SEAWALL A5 NOW CONSITJ. JC1 UD- fi:.id LoveLt. , 11 465 Beach Avenue Atlantic Lcach , FL �!�:•1 raj j�, CITY OF ATLANTIC BEACH S } 800 SEMINOLE ROAD J re 5 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000871 Date 6/17/09 Property Address . . . . . . 2019 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc HOOK UP ELEC SHUTTERS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HARPER KNIGHT ELECTRIC LLC 910 11TH AVE S ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 247-9884 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/14/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. J J , { ; CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 6 _1�6 -C Property Address: 9-o ( 9' Owner: Telephone#: Contractor: Q_.,,) k/ 0 - k4 E��st C Telephone#: � s Contractor Address: ) Di Fax#: 2Y 7^5�L4 3 Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Buil Type: ❑ Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building Or site,list the building Old ❑ Commercial ❑ Signs ❑ Increase permit number; ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair rsf Conductor Size: AMPS: COPPER ALL>MiNUM� Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service �I L RACE E Size AMPS Q© PH W VOLT `7 Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN 11 100A Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER, Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600 V O VER600 V Transformers NO. KVA NO, KVA No.Neon_Transf. Ea. Sign Miscellaneous 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904)247-5845. htto•//www.ci.atlantic-beach.il.us Revised 1/04 fr CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r� Application Number . . . . . 09-00000842 Date 6/12/09 Property Address . . . . . . 2019 BEACH AVE Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 ---------------------------------------------------------------------------- Application desc HURRICANE SHUTTERS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HARPER ALUFAB, INC 7380 PHILIPS HWY ATLANTIC BEACH FL 32233 STE 102 JACKSONVILLE FL 32257 (293) 334-2040 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee 52 . 50 Issue Date . . . . Valuation . . . . 15000 Expiration Date . . 12/09/09 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total 52 . 50 52 . 50 . 00 . 00 Grand Total 157 . 50 157 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. • L1y`I- V �j t rte. CITY OF ATLANTIC BEACH 08- I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 v `"'•s OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTCCOAB.US �Filyr BUILDING PERMIT APPLICATION DUVAL COUNTY zo!� -13eqc �ve l5,00� I ,� ❑NEW BUILDING [3 DEMOLITION I f'RESIDENTIAL LOT67 BLOCK_SUBDIVISION ; o of i /�C C JKC� ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL < ❑ALTERATION EI ACCESSORY BLDG pal 5h C�l J L✓ -e pe-+n C ❑MOVER ❑POOERS3�lovlS ❑0 YES NO /A 15.COMPANY NA :(V YL.y. i �C 16.NAME: jo Q V i "nr dl-GtCk 17.STATE OFFLORIDA LINSE NO.� 1-7 18.ADDRESS: 13 C JG Z its 73 SV Pit l►Ps 0,16VI -31756 9.O FICE PyyONE FNO.: 981 2`f 640 3 9'4 'Z,71 gy Sq 21.CELL PHONE: 22.EMAIL AD9RESS. m,e m4d 0 q1V A& (c--" 33.NAME'. 34.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Signed: Date: S Before me this day of ,2007 in the county of /uval, re m his -'Qday of t,) r�Q_ 2000 in the county of Duval,State of Florida,has personally appeared State of Florida,has personally appeared 4 AJTL�) hl -,k-)f A E herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. _ Notary Public at Large,State of County of Notary Public at Large,State of ,County of ❑Personally Known 1]Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: Notary Signature: REVIEWED FOR CODE COMPLIANCE DAVID I v1 azo CITY OF ATLANTIC BEACH S -.raano+s+►a�ai+aiwsnnran+r...-......l�wxrtas_'- �1��•. ��;��n![}��5�) rru ��. )iIQ66 qb r9rim*{ 1 0/23 8 SEE PERMITS FOR ADDITIONAL a:F FILE CO p ylREQUIREMENTS AND CONDITIONS. REVIEWED BY. DATE. MK5 MK1 i pAK4 MK6 MK1D MK12 FIK MK.3 MK2 2ND FLOOR BMMC 2019 BEACH AVE MK1 Page 1 of 1 FLORIDA BUILDING CODE, 2007 DESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7-05 Building Information Job Information Wind Velocity(mph): 120 Calculations Type: WALL OPENINGS Importance Factor: 1.00 Job Number: 0901114 Exposure Category: B $TPUCTUNS Company Name: ALUFAB INC Directionality Factor(kd): 0 iNTEIINAY*XAL LLC Prepared By: DAVID MEDRANO Internal Pressure Coefficient'+/-': 0 Date/Time: 6/9/2009 10:48:47 AM Mean Roof Height(ft): Client Name: BMMC Building Width(ft): Job Description: 12 ROLLDOWNS Building Length(ft): Roof Slope(x:12): Width of End Zone(ft): 7-1 Opening Mark Opening Desc. Location Zone Opening F1ev.(ft)jj Opening Width(in) Opening Height(in) 1as+Pres.(psi) Nlax-Pres.(p.q MKl ROLLDOWN 38 71 77 71 24.7 26.9 MK2 ROLLDOWN �4 38 77 24.7 26.9 MK3 ROLLDOWN 44 153 101 21.9 -24.1 MK4 ROLLDOWN 4� 42 77 71 24.5 -26.7 MKS ROLLDOWN ® 71 100 23.2 -25.4 MK6 ROLLDOWN ® 49 77 24.3 26.5 MK7 ROLLDOWN 4� 32 65 25.3 27.5 MK8 ROLLDOWN ® 32 65 25.3 27.5 MK9 ROLLDOWN ® 147—� 86 22.2 24.4 MK10 ROLLDOWN 42 77 24.5 -26.7 MK11 ROLLDOWN 71 87 23.4 -25.6 MK12 ROLLDOWN 42 77 24.5 -26.7 = r EiEV H 1 WALLS OF ALL BUILDING HEIGHTS file://C:\Program Files\Structures International\4Wind\untitledWebReport.html 6/9/2009 1~1'orida Building Code Online Pagel of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts Publicati Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List>Application Detail FL "# FL10564-R1 Application Type Affirmation Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Advance Hurricane Technoli Address/Phone/Email 2409 J and C Blvd Naples, FL 34109 (239) 594-7722 jzabala@aol.com Authorized Signature Trevor Johnson trevor@arnoldsanders.com Technical Representative Dave Finnegan Address/Phone/Email 6063 Janes Lane Naples, FL 34109 (239) 594-7722 DFinnegan@imagenusa.con Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a FI, Florida Professional EngineE Evaluation Report - Har, 6DHa6L mu I. ARNOLD SANDERS CONSULTING O CNUM NC,NAS NO CONTROL OF ME NVAEACTUING P(RFOIWMCE,09 INS1AW1109 OF MS HOW-MESE CEMENT!PUNTS WERE ENCOMAED N ACCORNI CE B WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED IN THE UWACIURER. 2. 7REST DRARIICS SHALL BE USED 10 MAIN NO MORE THAN ONE BUILDING PERIAT.MASTER PLUM 6 SPECIFICALLY NOT AUTHWD. rvu�ullON.el4'n OM. FENESTRATION TESTING LABORATORY.INC. I THE ROLL-IN SIMMER SHORN O4 THIS PRODUCT EW LUOTM DOCUMENT HAS BEEN DESIGNED N ACCRRCMCE TNM THE RMW BNLONG CODE,2001 EDITION WITH 2006 REVIROIS(FOC 2004)NO THE 2007 FLORIDA BUI M CODE(FOC 2007).IRK ROLL-UP SHUTTER SEAL NOT BE 16TAUD N HIGH VELOCITY KWAIE ZONES(OADE CWNIT/BROINO COINIIES).DESIGN WIND LOADS 91ALL R IABDIMIORI'MI. $424 DEIERIAED AS PER SECTION IAB Of lit ABBE iWENNEO COOL N ASOROVKT WITH ASCE 7-02(FOR FIC 2004)OR ASCE 7-06(FOR RIC 2001E AND FOR A BASING WIND SPEED AS REOURED8Y DATE: FDVEMBER 7,2007 ILE FN INE AOSOCTION WHERE INE SMARTER WILL BE INSTALLED.THE ROLL-UP SHUTTER ADEQUACY FOR WWI,DEFLECTION AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACMRDL41 WITH SECTION 1609.1.1 T Mo. DI OF THE ABOVE MENHONED CODE AND AS PER IAS 201,202,t 203 AT FENESTRMION TESTING LABORATORY.NC.PER THEN REPORTS,(SEE LSI Of REPORTS.) FIE R 07-371 LEST PROTOCOL:TAS 201,202,203 L ILTADNS O USE: YABMLN WIDTH TESTE4 290.25• A IVIS PIMCI 6 NOT TO BE USED N NDN VELOCITY HURRICANE ZONES. DESIGN PRESSURE TESTER 45 PSI SIRUCTURA LOW TESIED: 67.5 PSF B. MRTPU UNIT N ALLA7016 REOIAIE AN APPROVED NRLDN FOR THIS TYPE O SHUTTER SYSTEM. MRDLUM WONT TESTER 150.3' DES"PRESSURE ICSTEO: 90 P9 C. MARM SUE: STRUCTURAL LOAD XSE0. 135 PSF 30 PST MAR•PRESSRE O 26B'MAX.ROVE - 130 PSF NO.PRESSE 0 9/'Wk WDM A A SEE TARES ON SHUTS 6 THROUGH 9 LIST OF REPORTS 0. 1iACT LEVELS-1/16.UNIGE 1651E NIFACT E. ANCHORING OR LOADING COCOONS OTHER 719101 THOSE SOWN N THESE DETAILS ARE NM PART O THIS A PROAL F. THIS PRODUCT SILL ONLY R USED TO PREVENT THE PENETRATION OF"ID-BORIE DEV4 Et S.IT 94ALL BE THE RESPONSIBILITY OF?HE CONTRACTOR 10 YFNFT THAT THE E)6TNG STRUCTURE 6 OEWND 10 SUPPORT THE LOINS FROM M SHUTTER SESTEW EXISNG SIRICIURES NOT ARE 10 �— —•-- SIAI SPAN SUPPORT THESE LOADS SNAIL BE EMAMFED AND STRFNMKNEO AS A SITE SPECIFIC PROJECT.SEE NNE 4 OF PROEM VAHWON NOES . TYPICAL SINGLE UNIT ELEVATION 1..SEE TABLES ON SHUT 5 SINGLE SPAN UP TO 24 FEET•N.T.S. T ' Ty.SEE TABLES ON SHEET$(EITHER ORECTOx)' P 6 AL ALUWW E%IRISON SHALE BE 6063-16 ALLAY(UNLESS OTHERWISE NOTED). 7.SHUTTERS WY BE MOTOR,TAPE FMLEY OR GEAR ORKN ET PROW[VALUATION NOBS 1. THS MO11C7 EMLOATON DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER 6 GENERIC NO DMS NOT PROVIDE INFORWION FOR A SITE SPECIFIC PROJECT:LL WHERE TN SITE COMM OEM[FROM _ THE P.E.O. 2.CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE NO INSTALLATION Of TENT PRODUCT BASED ON 0016 PRODUCT C11LW7oN MOOED HESE DOES MDT OEVVUE FRO4 THE CONDITIONS DEMO ON THIS DOPAENT. 3 THIS PRODUCT EVALUATION OOCIRHNT WILL BE CONSIDERED INAD E ATF DE ,.HIOILIGH110,MARKED ETC.)BY ANY NNANS. 4. SITE PICNIC PR XM STO L BE PREPARED BY A FLORIDA REGISTERED(NCNCER OR ARCHITECT MICR WILL BECOE THE MWER OF RECORD(EAR)FON EN POI(CT AND NO WLL BE - RESPONSIBLE FOR THE PROPER USE O THE P.M ENGINEER OF RECOD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SPILL SUM 10 INS MTIER M SITE SPECIFIC UMWICS FOR REVIEW. S. TM P.CO.SIU.BEAR THE DATE AND OWAk SEN AND SSAWRE M THE PROFESSIONAL ENGINEER O RECORD THAT PREPARED R mom A fASIEIING ROTES A 1. A I FASTEN%SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DN 50016 OR STAINLESS STEEL 304 OR 316 SERVES WITH 5D IRI YIELD POM AND 90 KS ULRMAE TENSILE SWIEM K 2. BOTS SALL 01 ASIM A707 GALW@EO SIM OR SULLEN STEEL WITH 35 KS MINIM YIELD PONT. - - ENGINE["REVIEW BY: TREVOR"SON,P.E. 3.NO EMSEUM NO x024-SIRUCIUPN MWO RENTS SUCH III AS,MECO,TILE,UK,ETF WOOL BE CONSIDERED AS PMI OF OR EMINENT. _ FLORIDA LICENSE NUUBEk 65624 AANOLO/SNom COSULING ENGNLERS,INC E) 4. THE AND"SPACING AE YARD FOR EDM MS AA DMANO WNW ONIEWENT BROW. THE MNUF EO NM INSTANCE 16681 If GREMR IBM.,SLIDE 102 �-�— SEAT SPAN ---� �---- STAT SPAN SLAT SPAN ---� FOR TIRE 1/4-11 OPLL-FLEX SCREW 6 I/Y. - FORT WERS,FL 339M PHONE:(239)261-3FAIi6 TYPICAL MULTIPLE UNIT ELEVATION CONC,8 FILLED CMU HOLLOWCMU WOOD E " CERTIFICATE OF AAW(0RIATON 9451 TP SEE INTERMEDIATE MUWON TABLES FOR PERFORMANCE•N,TS. ANCHOR (3500 PSI) (1800 PSI) (S.G•.64) A6CyE 58mm END-RETENTION MIN,EDGE MIN EMB. MIN.EDGE MIN EMB. MIN.EDGE MIN EMB. ^� V 'b00( ROLL SHUTTER SYSTEM 5/16'ULTRACONHFH 3112' 2' 4' 11K' 2• 2' �'W'4i1{3 •''• DANCED HURRICANE TECHNOLOGY, INC. 3AB'CONFLEX 33/4• 9177 -7�& q� _is 6063 JAMES LANE NAPLES, FL 34109 DATE: 7/3/08 OWG. No.: 1 REV.: ':w� - i1°'tl�'=�`,:'• SCALE: N.T.S SHEET: 1 OF 9 EOSTINO STRUCTt}RE(TV) CONCRETE,fUlD GNU,HOLLON CW,OR TIMR 5/t6'#TMCON(tYP) s/T8'/TAPWN OR S/Ta f TOWN OR (ENOGW MEM ONLY) 3/E'f,uNCHat(M) 3/8w ARM(Tv') „ (SEE+',3`,OR f MI-RG TABLES (SEE 3`OR Y BURD-19 TABLES e OH St#ETS 8&90 SPACI G) ON SHEETS 8&4 FOR SPACING) • 1/8'OR 1/+'WALL tf UWSS T/9'OR i/+'WALL IHCKNESS (SEE YIN"WALL THIMIESS TABLE .' (SEE Up"WALL THICKNESS TABLE e , ON SHEET b FOA T ESS) ON SHEET 6 FOR 1HICKNESS) • Y,+' 2. . O • T/+•/SELF-TAPPING$AS(tYP) • < 1J+Y SELF-TAPPING STNS(TLP) - )IslmflEjt (SEE 8E'I.o-W&&RO-N6 TABLE (SEE D-BUT A WILD-NS TABLEON Slimb FOR SPACING) ON MEET 6 FCR SPACBG) O 5/b'A ACCESS ROLE{TLP) 5/B'r ACCESS HmE MSECTION A-A(OPTION 3A) SECTION A-A(OPTION 3B) 5/8'AMES$HIM(Q's3',OR-2'SUILOdN INSTALLATION•N,7S. 3'OR r BURD-IN INSTALLATION NSS. HOUSING O 1/+'0 SELF-TAPPING SNS(11P) SBNN SLAC 13,371.3 'kum. (SEE OMD-Orli&9U&O-N$TABLE 3 ON SHEET 6 FOR SPACING) (� SIDE RAL • 5/i6'e TMCON�t r 3J8'A ANL'IO(TtP) • (SEE 3/8 ANGLES TABLE ' e r ON SHEET 9 FOR SPACK) . O• 1/4.0 SELF-TAMW,W(TYP) VERTICAL au-IN (SEE 86W-WT&MLO-16 TABLE - ON SHEET 6 FOR SPACING) a 5/8'0 ACCESS tw{TYP} ' 5/167I TAPCON OR ' 3/6'I ANCHOR(TtP) .t (SEE J/8'ANGLES TAKE ^ , ` ON SHEET 9 FOR WING) SECTION B-B(BUILD-IN) ' * •, ' + • INSIDE BUILDAN INSTALLATION-N T S. ", 5/8ktX55 tGiF(trP) 58mm END-RETENTION SECTION A A(OPTION 4A) SECTION A A{OPTION 46) NNW RVKw ROLE SHUTTER sysTEAA 4 � ��� ROW IKWE"RM P.E. � :3`�-'�"""-",� AOYANCED HURRICANE TECHNOLOGY,INC. 318'ANQL,E MSTALLATiON-N.7.S. 3J6'ANGLE IN3TALEA710N-N.T.I. AfINOLD/SHIERS CONhiAW ENGINEERS,INC. W3 JAMES LANE 16661 m4KG R 8M.WE t02 NAPLES, EL 3,109 FL 33906 FOR,MrERS, •'�. , ". :,"' "W:(230)267-3666 ;'�,•e L. �� DATE; 1/3/08 DWG. NO.: C RTIEIG 1 iKll: I i �'•.. ',l`f;��i'":` SCALE: SHEET:SHEET:3 Of 9 APPR04E0 MULLION LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM Tx=PARALLEL LOADS(PLF) Ty=PERPENDICULAR LOADS(PLF) SLAT PRESSURE(PSF) SLAT PRESSURE PSF SPAN 130 120 110 100 90 80 1 70 60 50 1 40 30 SPAN 130 120 110 100 90 80 1 70 60 50 40 30 3'•0' 195 180 165 150 135 120 105 90 75 60 45 3'-p 198 183 168 153 138 123 108 93 78 63 48 NOTE: 4'-0' 260 240 220 200 180 160 140 120 100 80 60 4'-0' 262 242 222 202 182 162 142 122 102 82 62 MUWONS FOR MULTIPLE UNIT 5'-0' 588 444 301 250 225 200 175 150 125 100 75 9•p 326 301 276 250 225 201 176 151 126 101 76 INSTALLATIONS SHALL HAVE APPROVAL FOR THIS TYPE OE 6%0' 1547 1364 1181 991 807 623 433 248 150 120 90 6-0' 390 361 331 300 271 241 210 181 150 121 91 SHUTTER SYSTEM T-O" 2396 2167 1933 1703 1473 1237 1006 769 537 299 105 7'-0' 456 421 385 350 316. 280 245 1 210 176 140 105 1/4"0 SELF-TAPPING SMS(TYP) 8'-0- 1 3187 2913 2638 2358 2071 1800 1518 1230 946 662 372 8'-0' 520 480 441 400 360 321 281 240 200 160 120 (SEE BUILD-WT 3 BUAO-91S TABLE 9-0" 1 3961 3638 3314 2984 1 2658 2327 1994 1661 1 1322 986 645 9'-O' 586 540 495 450 405 360 315 270 225 180 135 ON SHEET 6 FOR SPACING) 10'-0' 4718 4351 3978 3601 3226 2842 2460 2073 1 1681 1290 891 10-O' 650 600 550 500 450 400 350 300 250 200 150 11'•D' 5474 5056 4637 4212 3786 3354 2917 2477 1 2032 1582 1129 11'-O' 715 660 605 550 495 440 3B5 330 275 220 165 17-p 5760 5291 4820 4341 3859 3371 2877 1 2377 1871 1359 17=p - 720 660 600 540 480 420 360 300 240 180 13-p 5945 5426 4898 4364 3823 3276 2720 2157 1583 13'-p 715 650 585 520 455 390 325 260 195 WO' 6029 5451 4869 4275 3674. 3064 2442 1810 14'-p 700 630 560 490 420 350 280 210 15-0' 6006 5372 4728 4073 3406 2726 2033 15'-0' 675 600 525 450 375 300 225 16'-D* 5872 5180 4471 3749 3011 2258 16'-0" 640 5FA1 480 400 320 240 SECTION C-C 1T-p 5628 4969 4093 3297 2481 1T-p 595 510 425 340 255 MULLION INSTALLATION-N,T.S, 18'-0" 5265 4435 3583 2707 18'-p 540 460 360 270 19'-p 5661 4777 3870 2932 19'•0' 570 475 380 285 20'-0' 6054 5119 4155 3159 20-p 600 500 400 300 2l'-O' 5460 4440 3365 21'-0' 525 420 315 27-0" 5797 4726 3612 22-p 550 440 330 23'-p 5010 3838 23'•p 460 345 2-698 24'-0' 5292 4065 24 0' 480 360 1.053 - 0.621 SMS SS 304 FH ENO RETENTION 3.215 1104-1/2 SLAT LO(x IND CONNECTOR OR LONGER 1.291 1.608 0.188 SLAT LOCK END CONNECTOR O O 0.100 END-RETENTION LOCK-SCALE:1:1 00- 11.100 O LI50 o.mo 0.100 0.120--1 f-•— o.ns O I 0.100 0.125 -"'I o.434 tl O L 0.100 0.188 0.410 2.268 --- 1.608 I 58 MM SLAT 6063-T6 ALUMINUM 3 1/4"SIDE RAIL 0.125 31/4'END RETENTION TRACK-SCALE:1:1 SIDE RAIL 0562Ez d ,•!.3�•�' •. ■ ■�; 58mm END-RETENTION 2.698 -� ENGINEERING RNEW 81; � ROLL SHUTTER SYSTEM 0.191 IKVOR JOHNSON,P.E. < $_'% 0.203 i� ADVANCED HURRICANE TECIINOLOGY, INC. FLORM LICENSE NUMBER:63624 ✓2t.7n►���T•�^•�"'�r-:: 6063-T6 ALUMINUM 58 MM SLAT ARNaO/sANOERs CONSOLT9IG ENGINEERS,ING, 6063 JANES LANE END-RETENTION SLAT-SCALE:1:1 16681 WAINGOR BLVD.,SURE 107 ��'• '1�;,3�-©� :.=".::: NAPLES, FL 34109 FORT MYERS,FL 33908 END CONNECTOR DETAIL PHONE:(739)767-3666 > �- • DATE: 7/3/08 /3/OB DWG. No.: 5 REV.: END-RETENTION-N.TS. CERTIFICATE OF AUIHORIUIION:19451 •'1 f 1 \t -,r-• ••; SCALE: N.T.S. SHEET: 5 Of 9 4'BUILD-OUTS 4*BUILD-OUTS 4'BUILD-OUTS 3"BUILD-OUTS T BUILD-OUTS DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WITH FOR ANY HEIGHT ATTACHED WITH DESIGN PRESSURE OFA SINGLE FOR ANY HEIGHT ATTACHED WITH FOR ANY HEIGHT ATTACHED WITH 5116'ELCO ULTRACON HFH 6'O.C. 5116'HFH ELCO ULTRACON 4"O.C. UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WITH 5/16'ELCO ULTRACON HFH @6'0,C. 5/16"HFH ELCO ULTRACON A4'O.C. CONC.& HOLLOW CONIC.& HOLLOW CONC.& HOLLOW CONC.8 HOLLOW TIMBER TIMBER 318'ELCO CONFLEX @ 4`O.C. TIMBER TIMBER SLAT SPANS FILLED CMU CMU SLAT SPANS FILLED CMU CMU I SLAT SPANS FILLED CMU CMU SLAT SPANS f ILlEO CMU CMU UP TO PRESSURE PRESSURE PRESSURE UP TO PRESSURE PRESSURE PRESSURE CONC.& UP TO PRESSURE PRESSURE PRESSURE UP TO PRESSURE PRESSURE PRESSURE PSF) (PSF) (PSF) (PSF) (PSF) (PSF) SLAT SPANS FILLED CMU (PSF) (PSF) (PSFI IPSF) I (PSF PSF 4'-9" 130 130 130 5'-0' 130 130 130 UP TO PRESSURE 4'-9' 130 130 130 5'-0' 130 1 130 130 5'-0' 130 122 130 5-4' 130 117 130 (PSF) 5'-0' 130 118 130 5'-4' 130 111 130 - 5'-3' 130 105 130 W-8' 130 98 130 9'-0" 130 5'-3' 130 102 124 5'-8" 130 94 123 5'-6" 130 92 116 6'-0' 130 85 117 9'-6' 130 5'-6' 130 89 109 6'-0' 130 80 107 5'-9' 126 81 103 6'-4' 130 73 1 102 10'-0' 123 5'-9' 116 78 96 6'-4' 120 69 94 6'-0' 113 71 91 6-8" 120 64 91 10'-6' 113 6'-0' 104 69 86 6'-8' 107 60 83 6'-3' 103 64 82 7'-0' 109 56 81 11'-0' 105 6'-3' 84 61 78 T-0' 97 53 74 6'-6' 94 57 75 1 T-4' 98 50 73 11'-6' 97 1 6-6' 86 55 70 7'-4' 87 _47 67 6'-9" 86 51 68 7'-B' 90 45 66 1T-0' 91 6'-9' 79 49 63 7'-8" 80 42 61 7'-0" 79 46 62 8'-0' 82 40 60 12'-6' 85 T-0' 72 45 58 8'-0' 73 38 55 - 7'-3' 73 42 57 8'-4" 76 37 55 'IT-0' 80 T-3' 67 40 53: 8'-4' 67 35 51 7'-6' 67 38 52 8'-8' 70 33 51 13'-6' 76 7-6' 62 37 49 &-8' 63 32 47 7'-9' 63 35 48 9'-0' 66 31 47 144' 71 7'-9' 57 34 45 9'-0' 58 29 43 8'-0' 59 32 45 9-4' 61 28 44 14'-6' 67 8'-0' 53 31 42 9'-4' 54 27 40 8-3' 55 30 42 9'-8' 57 26 41 15'-0' 64 8'-3' 50 29 39 9'-8" 51 25 37 8'-6' 51 28 39 10'-0' 54 24 38 151•6' 61 8'•6" 47 27 37 10'-0' 48 23 35 8'-9' 48 26 37 10'-4' 51 23 36 19•0' 58 8'-9' 44 25 34 10'-4' 45 21 33 9'-0" 46 24 34 10'-8' 48 21 34 16'-6" 55 9'-0' 42 23 32 10'-8" 42 20 31 9'-3' 43 22 32 ti'-0' 45 20 32 17'-0' 53 9'-3' 39 22 30 11'-0' 40 19 29 T-61 41 21 31 11'-4' 43 19 30 17'-6" 50 9'-6' 37 20 29 11'-4' 38 18 27 9'-9' 39 20 29 11'-8' 41 18 29 18'-0' 48 9'-9" 35 19 27 11'-8' 36 17 26 10'-0' 37 19 27 12'-0' 39 17 27 181•6' 46 19-0" 34 18 26 12'-D' 34 16 25 10'-3' 35 18 26 12'-4' 37 16 26 191•0' 45 10'-3' 32 17 24 12-4' 33 15 24 10'-6" 34 17 25 12'-8' 35 15 25 19-6' 43 10'-6' 31 16 23 12'-8" 31 14 22 10'-9" 32 16 24 13'-0' 34 14 24 20'-0' 41 10'-9' 29 15 22 13'-D' 30 13 21 11'-0" 31 15 23 13'-4' 33 14 23 20'-6' 40 11'-0' 28 14 21 13'-4' 29 13 20 - 11'-3' 30 14 22 13'-8' 31 13 22 21'-0' 38 11'-3' 1 27 14 20 - 13'-B' 28 12 20 11'-6" 28 14 21 14'-D' 30 12 21 21'_6" 37 11'-6" 26 13 19 14'-0' 27 12 19 11'-9" 27 13 20 14'-4' 29 12 20 27-0' 36 11'-9" 25 12 18 14'-4' 26 11 18 12'•0' 26 12 19 14'-B' 28 11 19 27-6' 35 17-0" �21 12 18 14'-8' 25 11 17 17-3" 25 12 18 15'-0" 27 11 iB 23'-0' 34 17-3' 11 17 15'-0' 24 10 17 17-6" 24 11 18 15'•4' 26 10 16 23'•6' 32 17.6' 11 16 15'-4' 23 10 16 12'-9' 23 11 17 15'-8' 25 10 17 24'-0' 31 17-9' 10 16 15'-8' 22 1 9 116 s1 58mm END-RETENTION ENGINEERING REVIEW BY. ROLL SHUTTER SYSTEM IREYOR JOHNSON„P.E. -` '•^ i�.�' ADVANCED HURRICANE TECHNOLOGY, INC. FLORIDA UCFNSE NUMBER:65624• �"�'�"�- ” :- ARNOLD/SANDERS CONSULTING ENGINEERS,INC. - " 6063 JANES LANE 16661 MCGREGOR BLVD..SURE 102 7'= NAPLES, FL 34109 FORT MYERS FL 33808 cJ`•, - ,,`: PHONE:(239)267-7666 ;'•! -i�'•;.',;;: DATE: 7/3/08 DWG. No.: 7 REV.: CERTBIUTE OF AUTHORIZATION: 9151 P ; SCALE: N.T.S. SHEET: 7 Of 9 3'BUILD-INS 3'BUILD-INS Y BUILD-INS W1114'WALLS&318"ANGLES Y BUILD-INS W/114'WALLS&3/8"ANGLES Y BUILD-INS Wl 114'WALLS&318" DESIGN PRESSURE Of A SINGLE UNIT SLAT WALL DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL DESIGN PRESSURE OF A SINGLE FOR ANY HEIGHT ATTACHED WITH DESIGN PRESSURE OFA SINGLE FOR ANY HEIGHT ATTACHED WITH FOR ANY HEIGHT ATTACHED WITH UNIT SLAT WALL FOR ANY UNIT SLAT WALL FOR ANY HEIGHT 5/16"HFH ELCO ULTRACON 4.O.C. 5/160 ELCO ULTRACON HFH 6'O.C. 5116"HFH ELCO ULTRACON 4'O.C. ATTACHED WITH HEIGHT ATTACHED WITH g CONIC.& HOLLOW GONC.B HOLLOW CONIC.& HOLLOW SLAT SPANS FILLED CMU CMU TIMBER 318 ELCO CONFLEX 4`O.C. SLAT SPANS FILLED CMU CMU TIMBER SLAT SPANS FILLED CMU CMU TIMBER 3/8'ELCO CONFLFJ(@ 6"O.C. UP TO PRESSURE PRESSURE PRESSURE CONC.& UP TO PRESSURE PRESSURE PRESSURE UP TO PRESSURE PRESSURE PRESSURE CONIC.&FILLED PSF PSF PSF SLAT SPANS FILLED CMU PSF PSF PSF PSF PSF PSF SLAT SPANS CMU 5'-V 130 122 130 UP TO PRESSURE 4'-9' 130 117 130 5'-0' 130 114 130 UP TO PRESSURE(PSF) - 6-4" 130 103 130 PSF 5'-0' 130 100 127 T-4'- 130 96 130 5'-8" 130 88 128 W-0' 130 5'-3" 129 BB 112 5'-8' 130 82 117 6'-0' 130 6'-0' 130 76 113 9'-6' 120 5'-6' 116 77 100 6'-0' 123 71 103 6'-6' 130 V-4' 123 67 101 10'-01 111 5'-9' 104 68 90 6'-4" - 111. . 62 92 T-0' 119 6'-8" 111 59 91 10'-6' 103 64' 95 60 81 6'-8" 100 54 83 7'•6' 105 7'-0" 101 52 83 11'-0' 96 6'-3' 87 54 1 74 T-0" 91 48 75 8'-0' 94 T-4' 93 47 75 11'-6' 90 6'-6' 80 49 68 7'-4' 83 43 68 8'-6' 65 7'-8' 86 42 69 12'•0' 84 W-9' 74 44 62 7'-8' 77 39 63 W-0' 77 B'-0" 79 39 64 17-6' 79 T-0' 68 40 58 8'-0' 71 36 58 9'-6' 71 8'-4' 74 35 59 13'-0' 74 7'-3' 63 37 53 8'-4" 66 32 54 10'-0" 65 B'-8' 69 32 55 13'-6" 71 7'-6' 59 34 50 8'-8' 61 30 50 10'-6' 60 9'-0' 64 30 52 14'-0' 67 7'-9' 55 31 46 9-0' 57 28 47 11'-0' 56 9'-4" 60 28 48 14'-6' 63 8'-0' 52 29 43 9'-4' 54 26 44 11'-6' 62 9'-B" 57 26 45 15'-0" 60 8'•3' 49 27 41 9'-8' 51 24 41 12'-0' 49 101•0" 54 24 43 15'-6' 58 8'-61 46 25 38 10'-0" 48 22 39 12'-6' 46 10'-4' 51 23 41 16'-0' 55 8'-9' 44 23 36 10'-4' 45 '21 36 13'-0' 43 10'-8' 48 21 38 16'-6' 53 9'-0' 41 22 34 10"-8' 43 19 35 IT-6' 41 11'-D' 46 20 36 17'-0' 60 9'-3' 39 20 32 N'-0' 41 18 33 14'-0" 38 11'-4' 44 19 35 17'-6' 48 9'-6' 37 19 31 11'-4'. 39 17 31 14'-6' 36 11'-8' 42 18 33 181•0" 46 9'-9' 36 18 29 11'-8" 37 16 30 15'-0' 35 12'-0' 40 17 32 18'-6' 45 10'-0' 34 17 28 17-V 35 16 28 15'-6' 33 12'-4' 36 16 30 19'-0' 43 10'-3' 33 16 27 17-4' 34 15 27 16'-0' 31 12'-8' 37 15 29 19'-6' 41 10'-6' 31 15 26 17.81 33 14 26 16'-6' 30 13'-0' 35 15 28 20'-0' 40 10'-9' 30 15 24 13'-0" 31 13 25 1T-0' 29 13'-4' 34 14 27 20'-6" 39 11'-0' 29 14 23 13'-4" 30 13 24 1T-6' 28 13'-8' 32 13 26 21'-0' 37 19.3" 28 13 23 13'•8" 29 12 23 18'-0" 26 14'-0' 31 13 25 21'-6' 36 11'-6' 27 13 22 14'-0' 28 12 22 18'-6" 25 14'-4' 30 12 24 27-0' 35 11'•9' 26 12 21 14'-4" 27 11 21 19'-0' 24 14'-8' 29 12 23 27-6' 34 12'-0" 25 12 20 14'-8" 26 11 21 19'-6' 24 15'-0' 28 11 22 33 17-3" 24 11 19 15•0' 25 10 20 20'-0' 23 15'-4" 27 11 21 23-6' 32 17.6" 23 11 19 15'-4' 24 10 19 20'-6' —22-- 16'-81 26 11 21 24'-0' 31 12'-9' 22 10 18 15'-8' 23 10 19 21'-0' 21 J LJ; 58mm END-RETENTION CM1M w�': ROLL SHUTTER SYSTEM ENq[EBNG REVIEW BY: •.�': ;. W&NOR JO19SON,P.E. ;✓ U. ADVANCED HURRICANE TECHNOLOGY, INC. FLORDA LICENSE NUMBER 65621 ./'�-u'+'^-; "'�""^' ARNOLD/SANDERS COIRIARNO EKANEER4,INC.• - - - �_;: 6063 JANES LANE 16581 Mc6RECOR BLVD-.SUBE 102 } }',`n 8 :,- NAPLES, FL 34109 FORT NIERS.R 33906 a .,.••J/"„ PHONE:(239)767-3666 �:;•':•C�:;;1`:.:,,..:..; DATE: 7/3/08 OWG. No.:9 REV.: CERMCATE OF AU DON: 9451 .�,Krale+oA�jt��=J•:• SCALE: N.T.S. SHEET: 9 OF 9 :1::. f City of Atlantic Beach APPLICATION NUMBER Building Department (To be a77' by th Building Department.} 800 Seminole Road �� �. Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: O�4 9 � � �r�. nt review required Ye No Building Applicant: L Lnd /'I"I(-. fng &Zoning Tree Administrator Project: Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: O�pproved. ❑Denied. (Circle one.) Comments: BUILDI� pu PLANNING &ZONING / Reviewed by: In Date: 6�f� d TREE ADMIN. Second Review: QApproved as revised. ❑De fed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: bate: Revised 05/14109 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 k INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000980 Date 7/22/08 Property Address . . . . . . 2019 BEACH AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 1 CU & 1AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HARPER THIGPEN HEATING & COOLING INC. 2801 DAWN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 448-1962 --------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/18/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 7/21/2008 10:02 AM FROM: Fax TO: 247-5845 PAGE: 002 OF 002 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION 4 Date: -I Z Property Address: Owner: Ba-y=9 A ���� Telephone#: tO ts"I—42-0 4— Telephone#: Contractor b��5'�— Contractor Address: 0% j Fax#: � •�:Q�1� In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and speeffieations which aro a part hereof and in accordancewith the City of Atlantic Beach ordinances and standards of Rood Practice listed therein. Type of Heating Fuel: If other construction is being dope on thisbtrilding Elccxcic or site,list the building permit number: ❑ Gas: LP Natural —Centralutility ❑ oil O other—S MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK 46 Heat _Space _Recessed Central _Floor Residential Air Conditioning _Room --o,/ Central t3 Duct System: Material Thickness ❑ Commercial M4ximum capacity cftn. O Refrigeration ❑ New Building Q Cooling Tower:Capacity coup Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _um_ Manli$ E&calator (Number) Repl��ofBxisting System O Gasoline Pps (Number) n Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel C3 Boilers O Extension or Add-on to B)dsting System • D Gas Piping ❑ Other.-Specify ❑ Other—Specify _ I! LIST ALL EQUIPMENT Ant CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model t Mannticturer Ton's Ag`cwy HEATING—FURNACES,BOIL ERS,FIREPLACES&AIR HANDLER'S Appr,vrag Number Units description Model# mmulfaccwer BTU's Agency TANKS Nominl Capacity Type Liquid Serial Approving HowMany &Dimensions Contained Mann3uxurer No. Agency 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 a Fax: (904)247-5845• http://www.cL&tlantic-beach.fLus ' f a • t CITY OF ATLANTIC BEACH r� �--- - MECHANICAL PtRMIT APPLICATION SU13 � Date: ' { Z—k Property Address: ZJCWA E Av-�. Owner: G.v v�Y�G. Telephone #: U p�, 47-0 4- Contractor: \ i--N\c ate. Telephone Contractor Address: 0\ Fax#: LALR. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building Electric or site,list the building permit number: ❑ Gas: _LP Natural —Central Utility ❑ Oil ❑ Other–Specify_ MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed Central —Floor Residential Air Conditioning: _Room Central ❑ Duct System: Material Thickness - ❑ Commercial Maximum capacitycfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity Existing Building ❑ Fire Sprinklers:Number of Heads "� ❑ Elevator: Manlift Escalator (Number) Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other-Specify C3Other–Specify I LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving I Number Units Description Model# Manufacturer Ton's Agency Z, L E } HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency __Tr cM E TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us VIDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the Instructions on pages 1 -7. a;1 Z'� aiO4-", SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDI G OWNER'S NAME Policy Number /GNs1�G t/ N BUILDING STREETDDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number CITY STATE ZIP CODE ,471'_Q,A/T/G f���r�'� ZFG 32Z 15 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) /—Or l 7 /1/�R T.r,� 472.4, T/C /S�.�JCf/ L/i✓/T 3 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use Comments section if necessary.) �QE�/p�NT/•�1 L LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: L_l GPS(Type): ( no-#II'-##,##^ or L_I NAD 1927 L_l NAD 1983 L_1 USGS Quad Map L_)Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE t/Ci � i/v �✓.Q li B4.MAP AND PANEL 85.SUFFIX I B6.FIRM INDEX B7.FIRM PANEL B8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIYVREVISED DATE ZONE(S) (Zone AO,use d th of flooding) DD © I✓ -8 - /;0-L / ' B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. I_1 FIS Profile JX1 FIRM 1`j Community Determined Irl Other(Describe): B11.Indicate the elevation datum used for the BFE in B9:X NGVD 1929 U NAVD 1988 1 1 Other(Describe): B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? IJ YesVW No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: LlConstruction Drawings" I_lBuilding Under Construction` Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number I_(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2.State the datum used. If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area-of Section D or Section G,as appropriate,to document the datum conversion. Datum 116✓!7/ f conversion/Comrrients Elevation reference mark used Does the elevation reference mark used appear on the FIRM? LJ Yes No ❑ a)Top of bottom floor(including basement or enclosure) _ ft.(m) a ❑ b)Top of next higher floor ft(m) ❑ c)Bottom of lowest horizontal structural member(V zones only) /�,�Ll ._ft.(m) o ❑ d)Attached garage(top of slab) XIA ._ft.(m) E ❑ e)Lowest elevation of machinery and/or equipment servicing the building Nlw^ft.(m) ^g// ❑ f)Lowest adjacent grade(LAG) 2� . ft.(m) d. �7 ❑ g)Highest adjacent grade(HAG) 2 77 • ft•(M) ❑ h)No.of permanent openings(flood vents)within 1 ft. above adjacent grade 4✓ZA Q` ❑ i)Total area of all permanent openings(flood vents)in C3h sq. in. (sq.cm) �! SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1009. CERTIFIER'S ME LIC S UMBER ai✓ yt/ PS �5 TITL r COMPANY NAME AD RESO� C4A4 G IP 2Z o SIG T R ATE_O2 TELEPHONE �8 O FEMA Form 81-31,AUG 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS APR-16-02 SAT 11 :30 AM BOATWRIGHT LAND SURVEYOR 2413346 P.01 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.No.3087-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31,2002 ELEVATION CERTIFICATE important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number 2d/ w' U CITY ST TE ZIP CODE PROPERTY DESCRIPTION- LW Block Numbers,Tax Parcel Number,Lagat Description,etc.) 2 r.014C ATL.o.�vT/C �F,aCs� 415-117- 2 /r✓iT 3 BUILDING USE(residential,Non-residential,Addition,Accessory,etc. Use Comments section M necessary.) __ RE5/p�NT/.dG LATITUDEILONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: u GPS(Type): ( aa°•aa'•#/.all" or ##.aaa#a°y LJ NAD 1927 L-J NAD 1983 1_1 USGS Quad Map 1_1 Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bt.NFIP COMMUNITY NAME d COMMUNITY NUMBER 182.COUNTY NAME 6 3.STATE 130,4 6-Al &i_90 j2o!VJI- 84.MAP AND PANEL 1 85.SUFFIX B8.FIRM INDEX 67.FIRM PANEL B;811OOD 89.B E/FtEVIASE FLOOD ELEVATION(S) NUMBER O DATE EFFEC SED DATE ES) (Zone AO,used of flooding) lyzw '-01 IX-A ezlj B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in 89. LJ FIS Profile J&FIRM LJ Community Determined I_J Other(Describe): B11.Indicate the elevation datum used for the BFE in B9:PQ NGVD 1929 U NAVD 1988 LJ Other(Describe): B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? L-I Yes MNo Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on: LJConstructIon Drawings' LJBuilding Under Construction* Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number_-i_._(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARIAE,AR/A1-A30,AR/AH,AR/AO Complete Mems C3a-i below according to the building diagram specified in Item C2.State the datum used.If the datum Is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area,of Section D or Section G,as appropriate,to document the datum conversion. Datum e 6Ve2Wconversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? LJ Yes No ❑ a)Top of bottom floor(Including basement or enclosure) ft.(m) ❑ b)Top of next higher floor ft.(m) ❑ c)Bottom of lowest horizontal structural member(V zones orgy) /`old ._ft-(m) \�V ❑ d)Attached garage(top of slab) evz'k ._fl-w i p ❑ e)Lowest elevation of machinery and/or equipment w servicing the buildingft(m) E ,per ❑ 0 Lowest adjacent grade(LAG) --7& ft.m ❑ g)Highest adjacent grade(HAG) "----CS ( ) ._ff(mS grade ❑ h)No.of permanent openings(flood vents)within 1 ft.above adjacent g N/fit ) I Q \V ❑ 1)Total area of all permanent openings(flood vents)in C3h /void sq.in.(sq.cm) U SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the Information in Sections A,B,and C on this certiNcate represents my best efforts to interpret the data available. l understand that. false statement maybe punishable by One or knlwtsormrent under 18 U.S.Code,Secdort 1001 CERT I R�/�_�OfJTt'�R/��/Ir PS /N LIC S !WBER TITL 0� y C ANY NAYE. RE e TATE G IP Mr O AT rO2 TE E D FEMA Form 81-31,AUG 99 REPLACES ALL PREVIOUS EDITIONS Post-It"Fax Note 7671 Date it of 16 pages To From Go. pr. Phone r awn Fax a faA O coir? c3�►.a r r�i�F� CITY OF ATLANTIC BEACH S CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building constriction or use. For the following: Address: 2019 BEACH AVENUE Owner: CURRAN, MIKE ATLANTIC BEACH, FL 32233 2019 BEACH AVENUE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21342 Date: 4/11/2002 DON C. ORD, C.B.O. Poet in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 1 o6 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: 1 Address: 2019 BEACH AVENUE Owner: CURRAN, MIKE ATLANTIC BEACH, FL 32233 2019 BEACH AVENUE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME JI 4 Use Classification: SINGLE FAMILY Permit Number: 21342 Date: 4/11/2002 DON C. FORD, C. .O. i Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2019 BEACH AVENUE Owner: CURRAN, MIKE i ATLANTIC BEACH, FL 32233 2019 BEACH AVENUE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21342 Date: 4/11/2002 I DON C. ORD, C.B.O. Post in a conspicuous space t CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the fallowing: 1 Address: 2019 BEACH AVENUE Owner: CURRAN, MIKE ATLANTIC BEACH, FL 32233 2019 BEACH AVENUE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21342 Date: 4/11/2002 DON C. FORD, C. .O. ?ost in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: 1 Address: 2019 BEACH AVENUE Owner: CURRAN, MIKE ATLANTIC BEACH, FL 32233 2019 BEACH AVENUE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME ; Use Classification: SINGLE FAMILY Permit Number: 21342 Date: 4/11/2002 1 DON C. ORD, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the fotlowing: I Address: 2019 BEACH AVENUE Owner: CURRAN, MIKE ATLANTIC BEACH, FL 32233 2019 BEACH AVENUE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21342 Date: 4/11/2002 DON C. FORD, C. .O. ?ost in a conspicuous space BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: (�r Building Contractor: �`�' � � - ✓if.�C � Building Permit Number : Add.:e s s : r Improvements to the above described property have been completed it accordance with the terms of the permit and is certified to be r=-adv for occupancy as f + / r- Lowest Floor Elevation : reauired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire �q Pub 1 i c Works 14 -- ))-- 0 --2 --- �J- l Panr.ing l --0 -2— 1 l Z' C)2, Building l o�2 04/12/2002 11:12 9042474900 FISHER SIMMONS ARCH PAGE 02 JVD LVJ JVV♦ 1111-: ., ^ rMVG HL/Vi An%1P/2897 •20:Sa 9042474900 FI9iEa SI'+IMONS ARCH PAGE 02 )FISHER& SZMMONS ARCH]r' ECT&INC.isrw s ww stm sow&•r.oxwev+u.lkwb,Fier;a sago M":("$)U74800• ft: 247-Oft r .W1 10,2002 "-� A F, 1 2 Mr.non Ford Cil y of City of Atlanticbeacb 800 Seminole Road Atlantic Beach,Florida 32233 Re: Curran Residence 2419 Beach AveAue Dear Dow Due to corm ucdon cornamints the stair at 2419 Beach Avmw don not meet the b'-r clear headroom requirensem of the Standard Building Code. We ackmowlodge that it does riot meet The code, but u the stair is adequate for our me,we accept ita coAdition, We reyuaet that the stair rr min as coaetructed and tram our acceptance and give our authorindon#br the City's accrptance of the wWr as consaucted. Sincerely, Mike Cutrtm,Owner aOaZLn14 Hf.rtid e FLOODPLAIN DEVELOPMENT INFORMATION Location:: z 4 I S B G A-C L4 A UE Type of Development: $ F R, Flood Zone: Required Lowest Floor Elevation: o =� If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMhAENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date /A/2„$ 164 Applicant's Signature G i- Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative 04/12/2002 . 14:56 9042474900 ._ FISHER SIW0NS ARCH PAGE 02 04/12/2892 1054 9042474909 FI3KR 51AMC+NS ARCH PAGE 02 FISHER 0 SE14MONS ARCHITECTS,INC.istos s....a sent scum.j.cks",.,u.a*wm,Fj6mq&32250 Plmee:ON)247-ISW-. ►Ne:(9w)247•4900 April 10,2002 Mr, non Ford City of Atlantic Aeecb 800 Seminole Road Atlwtic Bosch,Florida 32233 Re; Cutrau Residence 2019 Beach Avenue Dear Dan: Due to constniction constraints the stair K 2019 Beech Avenue does not meet the 6'.8"clear headroom roquirenients of the Standard Building Cede. We acknowledge that it dose not meet the code,but as the stair is adaquatc for our arae.we accept its eoadifum, We roqueat that the stair remain as cciustruated and grant out acc gMme and give c ur authncindon fbr the City's acc"ce of the suis As contttuctcd. Sincerely, Mike Curran,Owner RECir- AP» � .� 1 r I 04/12/2002 14:56 9042474900 FISHER SIMMONS ARCH PAGE 01 FISHER & SIMMONS ARCHITECTS, INC. 1510B Second Street South Jacksonville Beach,Florida 32250 • Phone:(904)247-1g00 • Fax:(904)247-4900 To: Building Department Date:April 12,2002 Atlantic Beach Attention: Pat Re:Curran,Residence Project No:20021 i Submittal No: We Are Sending: The Following: Herewith _ Tracings _ Shop Drawings A_ Letter Mailed _ Prints _ Report _ Pay Request Faxed(_L Total No.of Pages) _ Specifications _ Change Order List No.of Copies Description/Action/Remarks 1 Letter from Mike Curran (owner)for Grider Builder's new 2019 Beach Avenue residence RECF:IVED - 1 H7'D II These Are: For Approval For Review and Comment Returned With Action as Indicated x For Your Use w For Your Information As Requested _ By:J.W.Terry Simmons,AIA Copies To: Gary Grider +► C17Y OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-51M-FAk• � -+ -1 PERMIT INFORMATION LOCATION INFORMA ON Permit Number: 21342 Address: 2019 BEACH AVENUE `;Permit Type: BUILDING ATLANTIC BEACH, FL 32233 C la of Work: NEW �It Township: Range: Book: 5 i 'INGLE �q Lot(s):4/5 Block: 19 Section: to 19/62/1 =442 Subdivision: NORTH ATLANTIC BEAC: M Est.Va ue: Parcel Number. Improv. Cost: 308,261.00 OWNER INFORMATION Date Issued: 1/26/2001 Name; CURRAN, MIKE 15 Total Fees: 3,450.80 Address: 2019 BEACH AVENUE ,. � Amount Paid: 3,450.80 ATLANTIC BEACH, FL 32233 Date Paid: 1/26/2001 Phone: (000)000-0000 Work Desc: CONSTRUCT NEW HOME RADON 1284 SCHARGEW CONTRA S P - N FEES GARY GRIDER PERMIT 1,645.50 WATER IMPACT FEE 500.00 SEWER IMPACT FEE 1,250.00 RADON GAS-H.R.S. 6.10 RADON CAB 5% 0.32 CROSS CONNECTION 35.00 CONST.SURCHARGE 12.49 SCHARGE/ATL.BCH. 1.39 f . . s •ons. , , FOOTING/SLAB FRANING/COVER-UP FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE P RTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Iffne Ij&ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO RE1qION - F LATION OF APPLICABLE PROVISIONS OF LAW. '`° aw ; +; N • Hates 1/24/61 61 Recef66 x TIC BEACH BU LD! DEPT. DECKS x, s CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMtT Permit Number: 22571 Address: 2019 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION ...t --'�' .. ,a _ ,, 7:Xsv r r c Date Issued: 8/27/2001 Name: CURRAN, MIKE Total Fees: 57.00 Address: 2019 BEACH AVENUE Amount Paid: - 57.00 ATLANTIC BEACH, FL 32233. Date Paid: 8/27/2001 Phone: 000)000-0000 Work Desc: INSTALL CENTRAL HEAT ANa,,Al,, CONTRACTOR S "APPLICATION FEES OCEAN STATE HEAT &AIR �.6W P R1l(tTlf 57.00 04 �-0 ON a s i ` w w xld d . 'e— 'k�xy.s�, '�°• 5,tom ,y�,sa .Y - rYx yr ,y � 21 ,• err- �s���,` � ,.��'o�� „�� ,�..v,,, �e c ;v":_ ROUGH MECFf-At CAL. 5 '{ s � ��' 8 ��� , ;•: w �MS':°' t 5* r"Tzr s.'a��� o-a�?g.��'+�: r rY Z� .� �¢w r*�, t '�,. r Ti �`'r''.� a ,'t'' , € ��§ .,say '' >� ,a sMt r� •km ;' .. .: � NOTICE- INSIDE }I�t ST 8 R w D A :°I-EASE 24 kIQURS pR R'GO INS, CTION *, BUILDING MATERIA RUBBIS(=��� �BialS FROM THIS WORK MUST NOT BE '.+ CED.IN PUBLIC SPACE, AND MUST BE CLEARED :AND`::MA SWAY BY EI•THER,.CONTRACTOR OR ER "FAILURE TO COMPLItTIaI TNSTR�TC 'ION LIEN •, -SAN REST IN THE PROPERTY OWNER PRNO- # EF( EkllTS".a ISSUED ACCORDING TO APPROVE PC7W", .w c RIS RT OF `f AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRCMG�,,.ON5 $57.0614 atter 8/27/9164 Receipt: II 1535 CKS ATLANTIC BEACH BUILDING DEPT. 66189993221866 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH.FLORIDA 3XX33 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPCRTANT—Applicant`o`complete ail items in se&cns 1, 11, III, and IV. LCCJ1710N Streel Address: �dLqPG G Inso OF lahnectlnq Streets' 30Me011_S,- And BUILDING sob-dr.irren 0. IDENTIFICATION— +'a be completed by ail applicants. fn consideration of permit given for doing the work as doscribsd in the above statement we hsrsbr egrse to perform said.reek in accordance • with the attsched piens ens ioeeificatiom which sr* s part hereof and in accordance with the CitY of JaoilOnvfile Ordinances and ebndards of good.practice listed thersia. Name etMeehanieal Cantraetef Contra I,IPrint) 1-1,14(— Matte, U �( Name of Property O Sigaerare of Signature of or Aathar. Agent Architect er Engineer III. G04AL INFO A. Type of haatt wall 8' 15 OTHER CONSTRUCTION 3E1NG DONE ON �Eleeieia THIS 9UILOING OR.SITEy -re J ❑ Sao ❑• V ❑ rel Cl Ceetrat Utility, IF YES, GIVE HUM1F,><,011 ST�UCyyION ❑ OS PERMIT ,,��LL ❑ Other—'Stseafy IV.MANICAL 2QUIPM11NT TO I[INSTALLM MATURE OF WORK i="eanpleta list of s erepaueM am back of this form) {a Residential or Q Commercial most ❑ Span (,. Raerssti Qsr-r ntrai G Asan (�New Building Air Caadtftenfnq: Q R.aesa CeMreJ ❑ ExeUng Building TLicieea ❑ Replacement of existing system "f, 1pact SysMnt MaMriel New installation(No system Pmlouaiy Installed► „1 Mrinewn capedty ❑ Extension or add-on to existing swarm Q R ~KOn ❑ Other—Specify Q 00611" fearer Capacity 14LM (' Q Rio tprinverst Nawbee,of Q fdwatar D Mealik ❑ THIS BMCS POII ORICi USE ONLY r Q.WsaBae Pwapa Isastber) (R"wv dl I Q. Tae+ —Intleab.rl Rome" UO Q iJw:ratdrn��-Iaarniwrl I Q Us ib"PIa"t'^resew Fannik A"swreel 0e1s—���� �} Q Ofew—Spwff sternly Fe• LIST ALL EQUIPMENT / U AM COMDITIOMNG AND R=WGSRATiON CQUU%MfT C A>,pavefatT (l GJ Iftrmtier Valt+ Desesl0t� Yetlel Ntsptbse IEanvlaetuwe - (K'alsa) +i�+e�s�1 ^cv Us, SSAWC;-PU ItNAaS,SOP A%PIRULACU p � A t Numbert7atts DsaaetFtlos MuddNttmbn mmutactuew (1p�d` t,) a►ir! j N C it V (t J Y1 tro t. C✓ �/ c 0c- L TANKS saw Approving sl Ruff VAIRT NORIO Capdb TlP+T fd Nasse at No. AWme atIMS DlmseslEln Contalne6 )[amtaetmr 01/25/2001 04:49 2461082 GRIDER BUILDERS INC PAGE 01 P320P,ERTY DESCRIPTIOAV RECEIVE Lot 0�.� Block # Secti n # Subdivision: S� I;AN 2 9 1001 Street Nara DrS�pTX&4tbff�kntic Beach or Address,�Ol C? Building and Zoning 1� (Z f in a FLOOD KA&%RD Flood Zone:kb-)(")( area complete page 3) Brief Description_ class of Work: (New/ �IiCJ Remodel/Addition: _ zoN2NG .$P'ORMATTQIP Type of construction: Zoning Proposed District: Us® Estimated value S Exceptions or Variances Maceriala; A 'r Granted: _._ Solid or Fillf �C Ground: 0 oof. / Method of Heating: ,. O6V'.Nlt.�t ,�N�"ORMd1 TION n QQ , property owner: tfrML 14* Phone.* Mailing Address V.zip C-CH RACTOR xyrORMTZ'ON Contractor: -s' N etr % Phone: p? 4dQ, Mailing Address Zip: 2 - STP.TL LICENSE 140: 41U.a Mal, Expirati /�1f 2.0 Z Acte: I HEREBY CERTIFY THAT I HAVE READ AND SAAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, IMETIMR. SPSCIFZED tMREIN OR NOT, THE. GRANTING OF A PERMIT DOES NOT PRESUME TO GZV% AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL BULBS, REG LATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT TRE ISSUANCZ OF THIS PERMIT 13 CONTINGEN'T UPON THE ABOVE IN1t0R!-ATION BEING TRUE AND CORRECT Al M THAT TI{E PLANS AND SUPPORTING DATA FIA EN OR SHALL BE PROVIDED AS REQUIRED, Owner signature LQ DATE Contractor Signatur DATE,.... _ SWORN TO AND SUBSCRIBED BEFORE ME 8Y Nc.._C� �i1 �L�• NS k'l� _THIS ��u/ti DAY Or ----r Carol Petrey Provinsky NOTARY PUBLIC ,v Expires July 8,2002 JAN 25 '01 16:10 2461082 PAGE.01 a NM-21-2000 01 MP FROM: 247-5945 TO:92461002 P:1/1 CxTY OF Az'I,"71C BEACH PERMIT APPLICATION REWZKX,, ADD-Trio OR A11'J ATIONS MVZNG, ZI 'IONS' owner(s1 : tCH��C=.c. v>rn_ 171rCrlc� C` SAA•' Grob Address: 20 LGi Phone, Lot # �"1 stock or Unt,t Subdivision:__- ConLract:or.: A!z(. iZt 1�E=12 _ Statee License # CAC_O 157047 Address: r r N-Phcaae NO: 740 6C' l,-1 state_ Zip code. > bescxi.Ae work to be done: Erosent Use of building:�'.�i A&Ck- r- 1,1AIl�(- ------f�t•, :�^•c E _�.,_� valaa'tion of Proposed Construction;_ Proposed user Sl r`Lr L.� t—)i LICis this an addition! --- N"0 Zf yes, what are tho dtmens).ons of the added space:_w____.._.. _ft. X ft. W.U1 the added area be heated and cooled? t3ew al.er-trical for incrnasel3�" New p.l_umbinq fixtures?-_— New fireplace?� --New Beat/AC? SoBM12, M= (G LIAL) TW (MSrxMXAZ) CC1 VTXjT Srss OF PLANS, LNC7,UDTVG Sj= .PI.Aff, swwwr, xMway evzo raEow, WTZCX or r, AND /G1DlT1�tAGTC�R A077=V12, X1r OWN= TS •F8L"- s Signature OWNER, -" Daae: Signature CONTRACTOR _ Date: AS TO OWNER: Sworn to and subscribed befo the this ' Z A y 01' 2000 CHARLES SCHULZ MY COMMISSION#CC 861319 EXPIRES:August 8,2003 07AR.Y i't1I3LIC A153 1' � .AOM01thN western Surety Company sworn to and subscribed before me thi.9 —,_day NQTAFtY FUBI.TC CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 RMIT lN'f=ORMATIOW , ;° LOCATIaN INF"ORMATI'ONX? t Permit Number: 21159 Address: 2019 BEACH AVENUE Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: f'"aWNER°INFORNfATCON. 'h & fir' Date Issued: 12/19/2000 Name: CURRAN, MIKE Total Fees: Address: . 2019 BEACH AVENUE Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: Phone: (000)000-0000 Work Desc: TREE REMOVAL PER BOARD APPROVAL/MITIGATE 10" , .EE GARY GRIDER TREE BARRICADESTREE BOARD COMPLIANCE NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. w ( , /L �, Xl'rjkNTIC BEACH U DIN PT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMI'G.FNFC}RMA. tQt�I;:FR' .r, :.: LOCATION INFORMi4TIQl4 .�i' "4 Permit Number: 21159 Address: 2019 BEACH AVENUE Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORM T7��. =°� , Date Issued: 12/19/2000 Name: CURRAN, MIKE Total Fees: Address: 2019 BEACH AVENUE Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: Phone: (000)000-0000 Work Desc: TREE REMOVAL PER BOARD APPROVAL/ MITIGATE 10" GARY GRIDER TREE BARRICADES TREE BOARD COMPLIANCE NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW Xtl'ANTIC BEACH U DIN PT. ' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 -PERMtT INFORMA IQN.,_ ,^ ` LOCATION INFORMATION . ,..� , Permit Number: 21159 Address: 2019 BEACH AVENUE Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: -0 Ek.1,460RMTI4l Date Issued: 12/19/2000 Name: CURRAN, MIKE Total Fees: Address: 2019 BEACH AVENUE Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: Phone: 000)000-0000 Work Desc: TREE REMOVAL PER BOARD APPROVAL/MITIGATE 10" :'CONTRA. R GARY GRIDER 110�i ce TREE BARRICADES TREE BOARD COMPLIANCEA NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED:AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. NTIC BEACH U DIN PT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5825-FAX: 247-5877 PE IVI1T 111113Ft ATtON L 71 I OI~t N Permit Number: 23525 Address: 2019 BEACH AVENUE Permit.Type: FENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est.Value: Parcel Number. Improv. Cost: 1,800.00 'OV ERI Ft3RINATION Date Issued: 2/26/2002 Name: CURRAN, MIKE Total Fees: 10.00 Address: 2019 BEACH AVENUE Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/26/2002 Phone: (000)000-0000 Work Desc: ERECT FENCE PER.PLANS C0111TtA 7C� . AfIUC1Tl(31 .Ff E GARY GRIDER 10.00 " j 0_�Z_M,' s. t NOTIC CTION BUILDING MATERIA ^„ : w LIC SPACE,AND MUST BE CLEARED _ "FAILURE TO COMP Y J IN THE PROPERTY OWNER . -_ :. .. :. " •;fir... _ ter,:. ISSUED ACCORDING TOAPP _ ND SUBJECT TO O REVOCATION FOR VIOLATION OF APPLICABLE P - Doer: DSMITH Date: 2/28/82 01 Receipt no: 38356 i�) A— Total tendered $18.08 ATLANTIC BEACH B ILDING DEPT. Total oaysent $18.80 RECEIVED j3S FEB 222NQ City of Atlantic Beach CITY OF ATLANTIC BEACH Building and Zoning APPLICATION FOR FENCE PERMIT Owners—A t ice• cavok Phone_ �410`lg& Address,20 Lot _Block and/or Unit# tSubdivision .� Contractor if Different From Owner K,r &y � I�d eAt Valuation of Fence $-4ff4—z1Corner or Interior Lot Type of Construction p0 Attach Survey Showing location and height of fence as well as location of street(s). Owners Signature—&4 Contractors Signature 9042474900 FISHER SIMMONS ARCH c CAW City of Atlantic Beach v Planning and Zoning Department TMs approval verifies compliance with applicable toning, subdivision and other local land ~^" ; 0 .,1 development regulations, but does not constitr�te "Wovai for the issuance of permits. Compliance Florida Building Code and all other applicabie t3tate and F at permitting rsquirerner,ta t be vetifie<f nature of the City of Atlantic softBullding hl prior issuance of a P l m eve opmentir'6`ector- -� M 4.2r .. , T CD '! 01 1 10. i1 '1CV-00 �iit v CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PER ItiT IIVF IIAATION LOCATtCW IN RI1�lATIt7N Permit Number: 22647 Address: 2019 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: tiR iNNrFOR141AT1 N' -- Date Issued: 9/10/2001 Name: CURRAN, MIKE _ Total Fees: 25.00 Address: 2019 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 t Date Paid: 9/12/2001 Phone: (000)000-0000 Work Desc: GAS PIPING h _ - CON �ACTC�R PRO-GAS CORP. .:PER�fllf = 25.00 t Y 4 Y V S zs.a$4°' FINAL f Y NOTICE INSPECTi UST BE REQUESTED AT LEAST 24 HOURS PR tR TO INSPECTION `_ BUILDING MATERIAL;RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE.4LACED IN FPUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER`CONTRACTOR OR QW INER "FAILURE TO COMPLY WITH TIBC RUCTION LN RE# LT IN THE PROPERTY OWNER PAYfNG T CE FOR 3 IMP t OVE ' ISSUED ACCORDING TO APPROVED#P1.ANtWk j*A' R PAtRT ?F ifiS MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS-,00 LAW. K��a !25.88 14 ATLANTIC BEACH BUILDING DEPT. Date: 91 81 Receipt: W712222� - _ DECKS BUILDING AND ZONING fNSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC srAIZ-./CORIpA 3...I APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMeEA IMPORTANT—Applicant to complete all items in sections I, II, 111, and IY. LOCATION slr..I Add..ut f a 9 p(,�('�/1G ( `�• OF (•Ivadfnq itr..lu 1•h.••n r % • r Awd �0i NUr/C IUILOING s.6rc.nl.n II. IDENTIF{CATION —To be completed by all applicants. f. cs.rid.ntion o{ p•rmlt q— I., dot.q IN. r,Nl •r d•.cri6.4 16. .6—• .f.l.a.nt.•h.r.6y.q,.. Ie p.rform .Id.erl 1.•ccrrd•.c• ❑A th• •".cht+d pian. .d .p.eifie.ft•., .Mich .r. • p.rr 6.-1 ..d in .ccwd..<• ..ilh 16.Cay of J.0—.iv. wdle..C., ..d J••d.rd, e( geed.ppcdee lid.d Ih•retn. N•r.• •{Alechulul C••M.afen G•f...t..Irrl.fl PRO CCAS c v Sh.•an.(Q..••r i:y..fwr• .f . N A.Ih•da•d Ail A,.W4—f er Eagi.•.r tit. GENERlAt 1?41GRMATION A. Type.!YL.Nnq fw.lt 8• 13 OTNER CONSTRUCTION aLING acme QMS✓ C1. Seclrla THIS sUILOIMG OR SITET V c 60—1�,Lr ❑ N.N.1 ❑ C.efr•I Utility ❑ dg If YES, GIVE NUMBER Of t.ONSTRUCTi ON PERMIT ❑ other—sp•dfy IV. MNCti MCAL EQUITMIfT TO It INSTALLAD NATURE Of WORK Ir.e.i.6—pl.f.If.f d cempo.•.h•w b•e1 of Mir fer,.I Realdenttal or Q Commercial ❑' meet ❑ Sp." ❑ ft em.rd C G.t l O P.- ' New dultding ' ❑ Nr Gw.ldtewiwes ❑ Iw., Q. C•sfrd CI Eslating Oullding ❑ Ded syrlet.t Water;.' Th{cy.•.. �C3 Replacement of existing system Mutrawrw esp.dfy cj� Sfi•.haw Inalaitation ttta syslem previously Installed) . ClRe(riq•reNw ❑ Etlenelan or add-on to exlslln0 system - C) at —spectly ❑ Coeling h..w Gp•city ❑ it.. rp1.U.n8 Nr.r6« 4 he•da. ❑ Etwetar Q M•.IIN Q Eaed•M I.rw6rl T►+ls srwca Foo ot.rtcaE usaF onl.T ❑,a••.ua.pr.,p. I...r6«1 Q,. ie.l• I.rr.6.rl R....rir ❑ LIG oaw/el--- (serw6Nl ❑ Ue(t.ed pnawe w•eM ... . r.a.0 Apprewd br Dal �OMe►--.'SPesifT dAS /iv y rrrnw► . LzaT ALL SQVIPSlENT Am CDNDmoNING AND REMGERATION EQUIPMENT - �jpe�tr z tms SSaM1ta D.sartatim Model Number x"Utzatutrer ('lbws) .►ies.v> MATING AVANAC131 BOILERS' PIREPLAC23 -.. O Rwsa►A.r Volts DasaripUsss 3Ce¢.1 Number ]taaul.atarw (HSV AirT TANKS Eaw X—y NomEbbel CYv.414' 'lupe u9+dd `.. Masa at ',P�vini sod Dtmaodsss Caatalad }taaatadtt>rae• No. A�c7 -- " CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT tNFORMATIOIy LOCATION INFORMATION Permit Number: 22668 Address: 2019 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est.Value: Parcel Number: Improv. Cost: R INFORMATION Date Issued: 9/13/2001 Name: CURRAN, MIKE Total Fees: 50.00 Address: 2019 BEACH AVENUE Amount Paid: 50.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/13/2001 _Phone 0( 00)000-0000 Work Desc: WIRE ADDITIONAL RQOMM Ct3111TIAC S ICA►TIQN FEES w 50.00 i BIVINS ELECTRIC CO. — ' IT c Yui 4 .t r .. 7 NOTICE - INSPECTIONS ST 8E REQU, STEP AT LEAST'24'HOURS 210R TO INSPECTION — ; BUILDING MATERIAL BB1SH AND-DEBRIS FROM THISrWORK MUST NOT LACED IN,I UBLIC SPACE, AND r"FAILURE BE CLEARED UP ND HAULEt�I�Y BY EITHER CONTRACTOR O NE ._.._.._ , gyp„ TO COMPLYTH "�alarc� R ' LT IN THE PROPERTY OWNER PAYING TWICE'POI? L► DINE) PS ISSUED ACCORDING TO APPROVED PLAW—,1; A P RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISION I I _ J+ f ATLANTIC EACH BUILDING DEPT. lite: 9/i3/%l 91 b�657 � sinew1 �1 Dec 28 01 02: 06p Bivins Electric Company 9042490336 p. 2 BIVINS ELECTRIC COMPANY EC-0002917-1004 SOUTH SECOND STREET-JACKSONVILLE SUMP,FL.32250 Phone(904)249.4308/249-2911-Fax(904)249-0336 December 28,2001 Atlantic Beach Building Dept. RE: 2019 Beach Ave. Permit#22668 Bivins Electric Co., INC. is requesting Early power be released to 2019 Beach Ave.With this request Bivins Electric takes responsibility for any electrical problems associated with job site, and that Atlantic Beach Building Dept, is not liable. Dated thisa day of December 2001. BIN ns Electric El ct cal Contractor CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INF€ °R ATIONCAII N FORMAT1bN Permit Number: 21799 Address: 2019 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: E3WNER NIFORMAT" 1 iy Date Issued: 4/20/2001 Name: CURRAN, MIKE Total Fees: 88.50 Address: 2019 BEACH AVENUE Amount Paid: 88.50 ATLANTIC BEACH, FL 32233 Date Paid: 4/20/2001 Phone: (000)000-0000 Work Desc: RE-PIPE _ CONTRACTt}R 5 APPLiCATl0N FEES STEEG PLUMBING PERMIT 88.50 1 $ ctionsRealei j FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION i BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. PAD . r ATLANTIC BEACH BUILDING DEPT. Date: 4/20/61 01 Recent: elk, CHECKS { i 'Y Y �t f•r ` � i N 1. a. ,CXTY OF ATLA-NTIC BESCr- i�a r ;�,� xr,;r �,u•r, APPLICA:TION FCFZ PI.,U24`L3:ING n.?~I2M:L'1' h w � �� p,, t u �, n ,r' �"gip S,p" •.� arr �r0a�a yCATION ; r1;, :a 10 Na "O ,' PROPERTY : TELEPHONE NO NAGa�CONTRACTOR �"k • r__=__ �, 'tk�'`, �Nr�� R CONfi CTOR ' 5 ADDRC55': l�� TICENSE ,NUM$ERc""� A� (_ �> - `?j �,, TELEPHONE ; INSTALLED 441, HOW MANX Off'; THE I:c�L.i.,OW:LNG I'1:,""{TtJIZES , 9 SINKS ' _ St-1OWERS , I ` LAVATORY ,' WATER HEATERS BATH TUBS,'' f D1 HWASHCRS ;.' URINALS (7ISr - SALS CLOSE ` WASHING t H 1NL FLO OR DRH NS SHOWER PANS ��' ,,, � ;. WATER SEWED . o.d:' tr„ r11 r r r; -- —OTHER .fit s ` 1r. �C (� XT�URCS 3 , 50 N/f MINIMUM PERMIT r CG $25 . 0(') R Off' OWNER ' SIGNATURE OF C 0 NT R- AC OEC. - 1 f INSTALLATION 01' PLUMBING AND—,I� IXTURE i MUST BE ill ACCORDANC(l WI'T'!! TN '�kOST;'RECENT EDI 1''O' N 0`' `I`HE SOUTHE,Rf . S" ,NDA(.0 i i;JM'r3iNG C6U ° ` CA T`,bAY' ''AHEAD HEDULE INSPECTIONS - ( 904 ) 247 -5826 r ' <, FFR INSPECT i0N S tCONNE1 LED IN .• rUBI�1:C WCR( 5 APS r,� > Cry ` etc Leach ..,,}• ltrata+ ia.;� 1. ,d,;. Lt4i' i�yF�,t, �c ;.Gfliflg.�� CITY OF ATLANTIC BEACH, FLORIDA A"OwOby APPLICATION FOR ELECTRICAL PERMIT 7 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: I CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE S AGREE TO PERFORM SAID WOR ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, HlCH RE A PART HEREOF, AND IN CORDAN E WITH THE E TRICAL REGULATION DES AND CITY AT IC BEACH OR A CES. ` t 0'l/I ECTRICAL FIRM: M ELECTRICI i NA.TURI $ NAME AO RESS:. �Of -'RFD-SOX- BLDG. „RFDSOXBLDG.SIZE BETWEEN: RES. ) APT.( ) COMM.( I PUBLIC( I INDUS.( ) NEW(Pr”" OLD( I REIN.( ) ADDITION( ) TRAILER (( ) TEMP.( I SIGNS ( ) SOL FT, SERVICE: NEW(am) INCREASE( 1 REPAIR ( I FEE CONDUCTOR SIZE AMPS 0 COPPER ( ALUM.('" ) SWITCH OR BREAKER a AMPS PH W VOLT „ RACEWAY EXIST.SERV.SIZE AMPS I PH W VOLTI RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGATING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMPS. 11-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FixE:a 0.100 AMPS. OVrn APPLIANCES t BELL TRANSF, AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHERMOTORS AMPS CELL HEAT: KW-HEAT QI OVE R MOTORS H.P. VOLTAGE PHS NO, I ILP. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. I MA. MOTOR SIZE I SWITCH FLASHER EACIi SIGN. F 77-- - -- FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH REcFj" TREE REMOVAL APPLICATION DEC o All applications must submitted with seven 7 copies and received by 5 P Fn'da ten days prior to the scheduled meeting in order to be placed on the agenda. 'NIi �ch APPLICATIONS OR INACCURATELY MARKED SITES WILL NO ZQnlnj PROCESSED. 1. R jol ee 1 g)6N l ;v b O APPLICANT NAME ADDRAS TELEPHONE 2. 2014k B 0 1411E ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: Byiih a VOL-* 5 FA 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an "X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. .4000 pplicant's ignature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date 4 2is EXIST STRUCTUR 1- TORY FRAME WOOD TO BE REMOVED W , t #2025 SHOWN DOTTED � x FINItHED FLOOR = 28.71 N�W N 890 '08" E 188- 93' ti �i. W!A L K 4' DECK �_ � 1• 5 1 11 5255' PORPH RAGE / EXISTING o' N �,QBr DETACHED �" w WOOD DECK NE RESIDEN REDUCE - ! 1 1N PLACE Of= -, 51-011 < ^ ISTING g• / L.t%_j EXIST N w WOOD STEPS 94.3 4 '' / ^ 8.68' 1 NEW WOOD ti N PAVER �cx Y t o } WALK J EXIST o DECK �►�� >- N REMOVED S a # � T 66 { Z 3/2COO k REc,rIVED DEC 1 � 2�0p Ait.�cluncni,"/A" �itY of Atlantic e �uiidin ach Properly Uzscription g and Zoning LOT 4, AND Ti11� I)OU'i H A 01' LOT 5, BLOCK k9,ATLANTIC Bl"AC1.1, AS 1'LIt i)l,.AT 'I'I-IL'•RI;.OI7 AS R4COROL-1�IN 1'1..A`I- 1300K 5, PACE' GAS UI' TEM trtll�lol;N'I' 1't.113I,IC.: I:I;t;t�ltd>ti OF 1.)t VA1•, ('0UNTY; A1..S0 SHOWN AS LOT-1, ANI) •I•I11; ti()t1'1'l1 '4 ( 1: i.('),1. �. IsLOCX 21. AS ill-R I'LAT 111 SO) "A" ATLAW IC: 131:,'A(,'l 1, A'S I'1'.R IN I`I,A'I' 1.=K 5. PACU, 69, UP'11 11,: r.,'UIMk11'NT P(a13LIC 0 OUVAI. COUNTY, AND ALSO ALL LANDS 1..YING 131:1' Is)✓N 'IHE EAS"I' LINI; UI' SAID 1'LATS AN 1) CONCRI-o"1'L""• Sr-, 1WALL AS -N OW CON ST1k.;lCTE0. I%',utt LOVCLt , 31 465 Beach Avenue Atlantic 11cach , VL s 3 FLORIDA(fFLOR DEPARTMENT OF 9 ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-279 Puttee: Permit Expires: December 5, 2003 Michael J. and Michele R. Curran c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32095 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a two-story single-family dwelling, other structures/activities, excavation and placement of fill. Project Location: Between approximately 110 feet and 160 feet north of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 2019 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Office of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 310 Tallahassee, Florida 32399-3000 D to f Notice Dana A. Latino, Engineer Telephone (850) 488-3180 DAL/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector Michael J. and Michele R. Curran, Property Owner City of Atlantic Beach Building Official DEP Form 73-131 cRm.OM Post Conspicuously on the Site SAM, a4Department of ty r"x < M � ' F, Environmental Protection ow Ate. w a Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Governor Tallahassq��p2@p24M David ry Secrea tary Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32095 Dear Mr. Partel: NOTICE TO PROCEED PERMIT NUMBER: DU-279 PERMITTEE NAME: Michael J. and Michele R. Curran Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line,has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1 and 2. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Office of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire December 5, 2003. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399. The Department must receive the request within twenty-one days after your receipt of this notice. "More Protection, Less Process" Printed on recycled paper. Kevin Partel, President December 8, 2000 Page 2 When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (1) The name and address of each agency affected and each agency's file or identification number, if known; (2) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (3) A statement of when and how the petitioner received notice of the Department's action; (4) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (5) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (6) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the Department's proposed action; and (7) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the Department to take with respect to the Department's proposed action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of Kevin Partel, President December 8, 2000 Page 3 appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for Kevin Partel, President December 8, 2000 Page 4 such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 850/487-4475. Sincerel Dana A. Latino, Engineer Office of Beaches and Coastal Systems DAL/jg Enclosures cc: Permit Information Center Bobbie Nelson, Field Inspector City of Atlantic Beach Building Official Michael J. and Michele R. Curran, Property Owner l STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Office of Beaches and Coastal Systems 3900 Commonwealth Blvd. - Mail Station 300 ' FLORIDA Tallahassee, Florida 32399-3000 (850) 488-3180 PERMIT NUMBER: DU-279 PERMITTEE Michael J. and Michele R. Curran c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32095 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on June 12, 2000, and was determined to be complete pursuant to rule on September 12, 2000. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.007, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Director of the Office of Beaches and Coastal Systems has authority to approve or deny pursuant to Deputy Secretary Directive "Delegation of Authority", effective July 1, 1999. The direct and cumulative impacts to the beach and dune system that will be caused by both the seaward location and shore-parallel width of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of, or increase the shore-parallel coverage occupied by, the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: December 5, 2003 LOCATION: Between approximately 110 feet and 160 feet north of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 2019 Beach Avenue, Atlantic Beach. PERMITTEE: Michael J. and Michele R. Curran PERMIT NUMBER: DU-279 PAGE 2 PROJECT DESCRIPTION: Two-Story Single-Family Dwelling 1. Location relative to control line: 1.1. Seawardmost pile: A maximum of 33.6 feet seaward. 1.2. Cantilevered grade beam: A maximum of 42 feet seaward. 2. Exterior dimensions: 54 feet in the shore-normal direction by 32.5 feet in the shore-parallel direction. 3. Type of foundation: 14-inch diameter augercast pile. 4. Penetration of piles: To elevation -10.0 feet (NGVD), or deeper. 5. Structural elevation (bottom of grade beam): +25.0 feet (NGVD), or higher. 6. Finished floor elevation (first floor): +28.0 feet (NGVD). Excavation/Fill 1. Total volume of excavation: Approximately 23 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: From 0 feet to 34 feet seaward of the control line. 3. Volume of fill (from pile and grade beam excavation) to be placed: Approximately 23 cubic yards. 4. Location of fill (from pile and gradebeam excavation) to be placed: From 0 feet to 42 feet seaward of the control line. Other Structures/Activities 1. Demolition of existing dwelling and a portion of the wooden deck. 2. Reconstruction of an existing detached deck of dimensions 26 feet shore-normal by 32 feet shore- parallel direction located on the seaward side,of the proposed dwelling. 3. New walkways constructed of paver on a sand base, located on the south and north sides of the proposed dwelling. PERMITTEE: Michael J. and Michele R. Curran PERMIT NUMBER: DU-279 PAGE 3 SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Office of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Please call Ms. Bobbie Nelson at (877)332-4307 for an appointment. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing vegetation located on the site. 3. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 4. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore-parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this 5 day ofel�),ge eMh e/ 2000, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. �lJ gHenP. Hubbard, .E. A 4m.Nt'rad /Do Office of Beaches and Coastal Systems Deputy Clerk Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-SB26-FAX: 247-5877 ERMI'F two't2 l L AT fiM_ V 014'X , Permit Number: 21212 Address: 2019 BEACH AVENUE Permit Type: DEMOLITION ATLANTIC BEACH, FL 32233 Class of Work: REMOVAL Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNEFI iNFt3f;NM'FiiiN: Date Issued: 12/27/2000 Name: CURRAN, MIKE Total Fees: 100.00 Address: 2019 BEACH AVENUE Amount Paid: 100.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/27/2000 Phone: (000)000-0000 Work Desc: DEMOLITION OF SINGLE FAMILY HOME GARY GRIDER PERMIT 100.00 R NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. OWN 14 Date: 12/28/89 91 Receipt: 8922381 ATLANTIC BEACIA BUILDING CHECKS 2377 88188883221888 FLORIDA DEPARTMENT OF FLORA ENVMONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-279 Permittee: Permit Expires: December 5, 2003 Michael J. and Michele R. Curran c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32095 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a two-story single-family dwelling, other structures/activities, excavation and placement of fill. Project Location: Between approximately 110 feet and 160 feet north of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 2019 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Office of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 310 /2 9 00 l Tallahassee, Florida 32399-3000 D to f Notice Dana A. Latino, Engineer Telephone (850) 488-3180 DAL/jg cc: Pernait File Permit Information Center Bobbie Nelson, Field Inspector Michael J. and Michele R. Curran, Property Owner City of Atlantic Beach Building Official DEP FoamT.3.131(Ray.01/9'7) Post Conspicuously on the Site Doc# 2000295367 Book: 9x36 NOTICE OF COMMENCEMENT Fred �ke o1 12127/2000 02:07:35 PM rded 'r j MIN R RETURN HENRY Y COOK N TO WHOM IT MAY(CONCERN: PHONE i� 43 - CLERK CCIRCUIT COURT DUVAL4� TRUST FUND $ 1.00 C11 The undersigned hereby informs all concerned that improvements trRliGMO Mede to Vrtaln5.00 �l real property, and in accordance with Section 713,13 of the Florida Statutes, the following information is stated in this NO`T)C:E OF COMMENCEMENT. Description of Property_ J.C'T_ L A t I tr o General Description of Improvements N G L,, `N a 01 Owner N f CA4 A&-i—C"', "v rn f c 1-4 e,L t C-V(za-A,11 Address: LAPr 4iLKi Owner's interest in site of improvements: Fee Simple Title Holder(if other than owner) Name Address Contractor (�I,i+- Address iC..l�.�`-.3 Surety (if any) Address — - _Amount of Bond $� Name of person within the Stato of Florida designated by owner upon whom notices ar other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Lainor's Notice as provided in Section 713.13(1)(F), Florida Statutes, (Fill in at Owner's option). Name Address: yy CHARLES SCHULZy .�. MY COMMISSION#CC 861319 _T 'f„pr p'. Bon EXPIRES:August 8,2003 stem Surety Company Sworn to and subscrted before me this day 4--ary Pu tic f; f l '[10VJk�,?f;:L11. 1 dr',..:: l�1 114161,-1_I'D (Nru,.. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address o� 0 g &ACIV 14Vt• (�&A. ASC Y60SE FG Date Heated Square Footage 2� � @ $ 600 per sq ft = $ Garage/Shed S35 @ $ 3 7" per sq ft = $ 9Y.3 Carport/Parch�p 9- 31 @ per sq ft = S G ` L Deck ` T--3 @ $ per sq ft = Patio @ $ per sq ft = $ TOTAL VALUATION: $ D Total Valuation 1st Remaining Value per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ sY3 .5u (/ ) Fireplaces @ $15 . 00 $ ! S 0 a BUILDING PERMIT FEE $ ' WATER IMPACT FEE SEWER IMPACT FEE $E-S-ri At _ WATER METER/TAP $ ` CAPITAL IMPROVEMENT $_ � EWERTAP $ '' q;1fy5_RADON (HRS) . 0050 $ `U` • �?''� SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ,P774 SURCHARGE . 0050 $ �• OTHER $ GRAND TOTAL DUE $ =_C1_'✓_ ADDITIONAL .PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURL'iENT OF WATER OE.uaND FOR EAC1 WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY 'WATER SYSTEM. THE• WATER SUP?LY CHARGE IS HEREBY FIXED AT :NENTY DOLLARS PU FIXTURE UNIT CONNECTED TO THE CI% WATER SYSTE_'�. T BATHROOM GROUP CANSISTINC OF �y SERVICE S_NK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSE" 6 WAIFS CLOSET, TANY OPERATED (4) VALVE OP R.;TED (8) EATHTU3/SHCUER (2) URINAL WALL L:P (�) SHOWL% GROUP PER HF—ID (3) FLOOR DRA:N (1) C SBOWE3 STALL DCMESTI C (2) LAUNDRY T".=.Y (Z) LAVATORY (1) '� CCX_B' iAT:CN S_NK A.'iD Y ) ( _ WASHING N.ACHINE (3) 3 POT, SCULLERY I DIS'cIWASHr.Z (2) 2 S;AS% SINK EAC: SE_ OF FAUCETS (2) C7 KITCHEN SI:ix (2) DE:�iAL LAVATORY (1) _X17= Y SIK7 VIZB wASTE DF_N7AL UNIT' OR CUSPIDOR (1) GRIND EY (3) IIID£- URINAL STALL, WASHOUT (4) FLIISxI2iG um SINY (8) C0 NBI'4AT_0N SIV.{ AND TRAY WIT: . CD DISPOS. (4) URINAL. MESIAL. SYPHCN JET DRINKING FOUNTA%N (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY s-�(1 l ICE MAKER (1/2) S� SHOP (2) SURGEONS SINK (3) Q LAVATORY, SURGEONS (:} 3 JACUZZI (2)J • � URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 0 $20.00 EACH S S loQ ys' o .JOB IAFOR.IX.ATION �O/ ,�',q�ry S/X PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: oZ O l g i6e 4c If 4V OWNER:� C— t»Z 12 /Aj [� 1. Determine Occupancy Classification of the structure. Select occupancy classification !2 3 which most accurately fits the use of the Building. (Chapter B3) [v 2. Determine actual physical properties of building. [v]' a. Determine building area each floor. (Area definition Chapter 132) [� b. Determine grade elevation for building. (Grade definition Chapter 132) C. Determine building height in feet above grade. (Height definition Chapter 132) [✓� d. Determine building height in stories. (Story definition Chapter B2) [✓r e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) [V4.1 f. Determine percent of exterior openings per floor. [wr 3. Determine minimum Type of Construction necessary to accommodate proposed structure. V (Chapter 136) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [✓]' b. Check allowable height and area increases permitted. (Chapter B5) [v]� 4. Check detailed Occupancy requirements. (Chapter 64) [✓j' 5. Check detailed Construction requirements [ a. Fire Protection of Structural Members(Chapter B6 &Table 8600) [✓)' b. Fire Protection Requirements(Chapter B7 and Table B700) [�f C. Means of Egress Requirements(Chapter B10) [Y]� d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [✓]� 6. Review design as related to standards. (Chapters B16-B26) [•�]'� 7. Check other requirements as necessary. [� a. Construction projecting into public property(chapter B32) [� b. Elevators and conveying systems(Chapter B30) [ C. Sprinklers,standpipes and alarm systems(Chapter 139) [✓]� d. Use of combustible materials on the interior(Chapter B8) [ e. Roofs and roof structures (Chapter B15) [ f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other f _ CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: QC>-' Don C. Ford, Building Official don/sb.1 ��ti�R�GT`t1'r0I QQR�4 „,,,rrlhl9jAl,�, ��lei hrH'�'Ll'( eg + {� � r Department of `�nw"i4+'ia ,t + yJarg, r9 i r Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Governor Tallahassq9,Ejgfi#,.�29p20W David B.Struhs Secretary Kevin ParteI, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32095 Dear Mr. Partel: NOTICE TO PROCEED PERMIT NUMBER: DU-279 PERMITTEE NAME: Michael J. and Michele R. Curran Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1 and 2. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions l(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Office of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire December 5, 2003. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399. The Department must receive the request within twenty-one days after your receipt of this notice. "More Protection, t.ryss Prvrc,s Printed on recycled paper. PERMITTEE: Michael J. and Michele R. Curran PERMIT NUMBER: DU-279 PAGE 3 SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Office of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Please call Ms. Bobbie Nelson at (877)332-4307 for an appointment. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing vegetation located on the site. 3. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 4. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore-parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this _5*ay of M/0 M/0 Q/ 2000, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which /} is hereby acknowledged. /U p� Allen P. Hubbard, E. A 4.mistrato Office of Beaches and Coastal Systems Deputy Clerk Date 1 1 07 ' tC)' ' "I "'"ETO; ROC Pei�mitTuumbex: 70 ' Pe aittee erro it Ftp gyres; December , 200 Michael ani lvliehele Tt Curran c/o Kevin Partelf,:Presidefit Coastal Cdnsul>'ing and Restoration, Pk ,; ' a 0 lvly tle Street gt. A' tine,"Plorida 3201 5 You are hereby,granted:ini authariZation to proceed with the construction,orActivitid§'Author zed by the permit number iefeirenced above. AuthariZed work mast conform with the detailed proiect clescripti6n; approved plaits, ;'and all conditions including precoostructton requirements included in the final oder, A .brief description of the,,author zed work follows.' Ptra yet D+esGr�ptiori; C+n»structiori of a twd'-story sizigle- atb iy dwelling; Qther structuresfactivitaes, excavation and placement 0f fill, Pr9Ject I tibb: „'Between appra�timately t 1p feet and ';1�6U feet north of the l epart hent of linvi�ronrrieritai Protection's,deference monument A�4 ; in"Duval `Count . .Project,address: ,2019 Beacfi'Avenue; Atlantic beach, Spe;cianstt`pCtinns. A -reconstruction conference is required, Questions regarding the permit or this notice snould be directed to 4h6-,undersigned at: Office of Beaches and Coastal Systems 390 Commonwealth Blvd. - M'S. 510 ma, L Tallaftassee Florida_3399-300Q D to f l`lotice Dana A, "Latino, Engineer Telephone' (850) I)AI,./j g cc: Pert File. Permit Information Center Bobbie Nels6o Field Inspector Michael J, and W6616 ,9, Curran, Property Owner City df Atlantic Beach Building Official DHPForm 73.131(Riv.01/97) OSt Conthe ate CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING � Y 8�f00�0 SEM INOLEROAD-ATLANTIC BEACH,FL 32233-TEL:: 247-5826-FAX: 247-5877 N 1 ° f Permit Number: 21212 Address: 2019 BEACH AVENUE Permit Type: DEMOLITION ATLANTIC BEACH, FL 32233 Class of Work: REMOVAL Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):4/5 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: I Parcel Number Improv. Cost: Date Issued: 12/27/2000 Name: CURRAN, MIKE Total Fees: 100.00 Address: 2019 BEACH AVENUE Amount Paid: 100.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/27/20.0.0 Phone: (000)0000000 - - Work Desc DEMOLITION OF SINGLE FAMILY HOME i 'N _srra 'P g f �._.... �.�� GARY GRIDER PEIMIT 100.00 - r zr � T" F rr ;Ld _. _.} l5`' } r ct a,_'r., r. » lHpEl, .'►1'i , 1 +> >f _- _.�,w, �. _�.,.. z-. .,�<. _ .. _.. i NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAVA. u - ' - - - ATLANTIC BEACBUILDING CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 00 � Permit Number: 21159 Address. 2019 BEACH AVENUE Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):415 Block: 19 Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number Improv. Cost: ". .o� ,� + Date Issued: 12/19/2000 Name. CURRAN, MIKE Total Fees: Addr s: 2 .19 BEACH AVENUE Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: Rorie 000)0 Q40000 Work Desc TREE REMOVAL PER BOA , APPRt VAC l Mffi yyl��0" GAil:i.Y ...v � (.✓::.F ji3 _ _T>�� '+/'c 3 RY�GRIDER - j , / S-{t . iii yy r t i I✓$ .. 1 3✓ r 7 y`y"'�71 �'$��/�y,t ..Y k ':3 7E ✓ €+�s 'tJ - d'r fX! r c 1 t- K't.,..-"`• ilbi i,.} ;1'1.',2%!1...1 k a Sr r • b .b 'r_ �$ g;'r'f f 1< x+- .?<.�c.r_ ' TREE BARRICADE$ �� " � TR BOARD COMPLIANCE ` r NOTICE_-INSPECTIONS:MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND QEBRI.S FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UIQ AND HAULED AWAY BY1TM1=R CQNT.FAC�( R© OWNER "FAILURE TO COMPLY V111TH'THE CONStRU tItJN LIEN LAWIt,AWOSULT IN THE PROPERTY OWNER PAYING TWICE F6R, UI DING IMPR( V ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART"OF TWIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAUV: NTIC BEACH U DIN PT. Iacb %�30e'--1 5 36601 : 7 NOTICE OF COMMENCEMENT page: 2111 Filed & Recorded 12/27/2000 02:07.-35 pM 5 MIN. RETURN HENRY W COOK 1 CLERK CIRCUIT COURT 0j TO WHOM IT MAY CONCERN' DUYAL COUNTY W PHONE TRUST FUND $ - I CM The undersigned hereby informs all coricx%,mad that improVPWIrlents M&OMd.9 to qprtair15:00 to r(-,al property, and in accordance with Section 713.13 of the Florida Statutes, the following L% information is stated in this NO rICE OF COMMENCEMENT Description of Property J tvutnq General Dosci1ption of Improvements 6 it-J) K i,f ylk- C lk", Ownw., Address: I ak (>Nner's interest In site of iyT)provern0nt8:-,--.----- Fee Simple Title Molder(if other than owner) Name Add Contractor (y.4 4 oz Addrass__L_%n._L) j\L Surety (if Name of person within the Stato of Florida designated by owner upon whom notices or other documents may be Served: Name._....__. zp- In addition to himself, owner designates the following person to receive a copy of the Lem(,)r's Notice as provided in SectJon 713 13(1)(F), Florida Statutes, (Fill in at Owner's option) Addresov "OSMY 00 CHARLES SCHULZ MISSION#cc 8'61319 EXPIRES:August a,2003 dvW;r Bonded Thruftstem Sur01Y C A)mPanY worn foalldstibs('.Y,lt)edbeforpme; this 22— day 47 v i FISHER& SIMMONS ARCHITECTS, INC. 1510B Second Street South•Jacksonville Beach,Florida 32250 Phone:(904)247-1800• Fax:(904)247-4900 Curran Beach House 2019 Beach Avenue Atlantic Beach,Florida December 1, 2000 Addendum No. 1 Addenda listed herein supersede those portions of the Contract Documents to which they refer, and are a part of the Contract Documents to the same extent as if written with them. Provisions of any part of the documents not specifically revised, amended, modified, voided or superseded in these addenda shall remain in full force and effect. Al-l: Sheet Al of the Drawings 1. At Site Plan revise the west wall and gates. 2. Add Existing Deck Section 1/Al. Al-2 Sheet A2 of the Drawinas 1. Revise Note 4 to delete"by WeatherShield" as Owner will select window manufacturer. Add: "Provide turtle glass(45%maximum light transmittance) at east facing of glazing." 2. Substitute square built-up wood columns around p.t. 6x6 posts for Permacast round columns at first and second floors. 3. Delete interior round columns. Provide square wood column at the two 6x6 posts between Great Room and Dining Room. 4. Add note at north second floor bedroom: "Stub-up water and waste to attic for future possible use." 5. Revise stair dimensions and provide gypsum board on 2x4 framing between stairs. Al-3 Sheet A3 of the Drawings 1. Delete west wall and provide 12" cmu piers with a pair of automatic hinged gates. 2. Revise stair dimensions at basement. A14 Sheet A4 of the Drawings o� 1. Substitute square wood columns for Permacast round columns. 2. Revise crown mold as indicated on wall sections. IS, X 3. Revise "aluminum or vinyl railings"to "aluminum,wood, or vinyl railings". i Curran Residence Addendum No. 1 - December 1, 2000 Page Two Al-5 Sheet A5 of the Drawings 1. At Roof Framing Plan: a. Revise attic truss spacing from 24" o.c. to 16" o.c. b. Add 4x6 beam to support east roof overhang. A 1-6 Sheet A6 of the Drawings 1. At all wall sections revise crown mold at eaves, soffit, and horizontal bands as indicated. 2. At Section 3/A6 substitute square wood columns wrapping p.t. 6x6 posts with anchors and strapping as indicated, adding 4x6 beam to support roof overhang and revise 2-2x8 beams to 2-2x 10 beams. 3. Add B/A6, Gate Pier Detail. Al-7 Sheet A7 of the Drawings 1. At all wall sections revise crown mold at eaves, soffit, and horizontal bands as indicated. 2. At Section 5/A7 replace sloped open picket railings with gypsum board on 2x4 framing with cap and casing with top located 36" above notings. 3. Revise B/A7, Ceiling Beam, reducing its size and replacing round column with square column. 2021M05.adl f` ��� O s I CURRAN BEACH HOUSE HVAC LOAD ANALYSIS for Gary Grider Construction 1864 Nightfall Drive Neptune Beach, FL 32082 RHRtsmNA VAC. TIL� HVAC LOADS Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 1 09-18-00 f 1 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Curran Beach House Neptune Beach,FL 32266-1798 09-18-00 Page 2 Project Summary Project: Curran Beach House Company: Ocean State Heating &Air Conditioning Client: Gary Grider Construction Representative: Jeri Boxx Address: 1864 Nig.btfall Drive Address: 1476 Atlantic Boulevard City: Neptune'Beach, FL 32082 City: Neptune Beach, FL 32266 Phone: 249-7948 Phone: (904) 249-8251 Fax: 246-1082 Fax: (904) 249-8949 Design Data i I Project Name: Curran Beach House Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 i Check Figures Total Building Supply CFM: 2,020 CFM per square foot: 0.728 Square feet of room area: 2,776 Square feet per ton: 577.669 Building Loads Total heating required with outside air: 63,474 Btuh 63.474 MBH Total sensible gain: 44,403 Btuh 86 % Total latent gain: 7,256 Btuh 14 % Total cooling required with outside air: 51,659 Stuh 4.305 Tons (based on sensible + latent) 4.806 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I i i Monday,September 18,2000 Deve 71 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Curran Bach H Inc. Ocean State Htg&A/C Curran Beach House Neptune Beach,FL 32266-1798 09-18-00 Page 3 i Total Building Summary Loads Component Area Sen. Lat. Sen. Total j Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 416 13,578 0 15,089 15,089 80 Glass Door Double Clear Glass Metal Frame 41 1,338 0 1,604 1,604 91 French Door Double Clear Glass Metal Frame 161 5,463 0 6,552 6,552 10D Door Wood Solid Core 36 745 0 407 407 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 992 2,678 0 1,463 1,463 146 Wall 8" or 12" Block+ R-5 1,456 9,434 0 3,629 3,629 16G Ceiling R-30 Insulation 1,492 2,216 0 2,216 2,216 201 Floor Over Open Crawl Carpet+R-19 530 1,145 0 406 406 22A Slab on Grade No Edge Insulation 99 3,608 0 0 0 1 Subtotals for structure: 5,223 40,205 0 31,366 31,366 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 3,024 0 4,038 41038 Infiltration: Winter CFM: 409.4, Summer CFM: 182.0 654 20,245 6,336 4,199 10,535 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 44,403 Temperature Swing Multiplier: X1.00 Building Load Totals: 63,474 7,256 44403 51,659 f Check Figures Total Building Supply CFM: 2,020 CFM per square foot: 0.728 Square feet of room area: 2,776 Square feet per ton: 577.669 i Building Loads Total heating required with outside air: 63,474 Btuh 63.474 MBH Total sensible gain: 44,403 Btuh 86 % Total latent gain: 7,256 Btuh 14 % Total cooling required with outside air: 51,659 Btuh 4.305 Tons (based on sensible + latent) 4.806 Tons (based on 77% sensible capacity) I Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. i Be sure to select a unit that meets both sensible and latent loads. it i I i Monday,September 18,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. , Ocean State Htg&A/C Curran Beach House Neptune Beach,FL 32266-1798 09-18-00 Page 4 I System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 169 5,517 0 4,771 4,771 91 French Door Double Clear Glass Metal Frame 120 4,072 0 3,972 3,972 10D Door Wood Solid Core 36 745 0 407 407 14B Wall 8" or 12" Block+ R-5 1,288 8,346 0 3,210 3,210 201 Floor Over Open Crawl Carpet+ R-19 322 696 0 247 247 22A Slab on Grade No Edge Insulation 99 3,608 0 0 0 Subtotals for structure: 2,034 22,984 0 12,607 12,607 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,664 0 1,835 1,835 Infiltration: Winter CFM: 208.0, Summer CFM: 92.4 325 10,284 3,219 2,133 5,352 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 20,175 Temperature Swing Multiplier: X1.00 System Load Totals: 34,932 3,219 20,175 23,394 Check Figures Supply CFM: 918 CFM per square foot: 0.715 Square feet of room area: 1,284 Square feet per ton: 588.062 System Loads Total heating required with outside air: 34,932 Btuh 34.932 MBH Total sensible gain: 20,175 Btuh 86 % Total latent gain: 3,219 Btuh 14 % Total cooling required with outside air: 23,394 Btuh 1.949 Tons (based on sensible + latent) 2.183 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i i i Monday,September 18,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Curran Beach House Neptune Beach,FL 32266-1798 09-18-00 Page 5 i System #2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 247 8,061 0 10,318 10,318 80 Glass Door Double Clear Glass Metal Frame 41 1,338 0 1,604 1,604 91 French Door Double Clear Glass Metal Frame 41 1,391 0 2,580 2,580 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 992 2,678 0 1,463 1,463 14B Wall 8" or 12" Block+ R-5 168 1,088 0 419 419 16G Ceiling R-30 Insulation 1,492 2,216 0 2,216 2,216 201 Floor Over Open Crawl Carpet+ R-19 208 449 0 159 159 Subtotals for structure: 3,189 17,221 0 18,759 18,759 Active People: 4 0 920 1,200 2,120 I Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 1,360 0 2,203 2,203 1 Infiltration: Winter CFM: 201.4, Summer CFM: 89.5 329 9,961 3,117 2,066 5,183 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 24,228 Temperature Swing Multiplier: X1.00 System Load Totals: 28,542 4,037 24,228 28,265 Check Figures Supply CFM: 1,102 CFM per square foot: 0.739 Square feet of room area: 1,492 Square feet per ton: 569.014 System Loads Total heating required with outside air: 28,542 Btuh 28.542 MBH Total sensible gain: 24,228 Btuh 86 % Total latent gain: 4,037 Btuh 14 % Total cooling required with outside air: 28,265 Btuh 2.355 Tons (based on sensible + latent) 2.622 Tons (based on 77% sensible capacity) I Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i Monday,September 18,2000 Development,Inc. li RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Develo� p Ocean State Htg&A/C Curran Beach House Neptune Beach,FL 32266-1798 09-18-00 Page 6 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Cig Cig Zone Cig Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Laundry 322 7,787 101 0-0 0 4,495 614 205 1.00 205 205 2 Kitchen 432 12,340 160 0-0 0 7,631 1,218 347 1.05 365 347 3 Great 530 14,805 192 0-0 0 8,049 1,387 366 1.05 385 366 System 1 1284 34,932 454 20,175 3,219 918 954 918 Totals Main Trunk Size: 14x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.949 86%/14% 20,175 3,219 23,394 Recommended: 2.183 77%/23% 20,175 6,026 26,201 System#1 Equipment Data Heating System Cooling System i I j I I Monday,September 18,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Curran Beach House Neptune Beach,FL 32266-1798 09-18-00 Page 7 j Room Load Summary Reports System#2 Room Load Summary I Htg Htg Run, Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 4 Bedrm 1 279 5,093 66 0-0 0 5,064 751 230 1.25 288 230 5 Bedrm 2 288 3,059 40 0-0 0 2,120 552 96 1.00 96 96 6 Study 208 7,305 95 0-0 0 4,807 891 219 1.05 230 219 7 Master 264 7,920 103 0-0 0 7,138 1,398 325 1.05 341 325 Suite 8 Hall 453 5,165 67 0-0 0 5,099 445 232 1.25 290 232 System 2 1492 28,542 371 24,228 4,037 1,102 1,245 1,102 Totals Main Trunk Size: 16x12 in. System#2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.355 86%/14% 24,228 4,037 28,265 Recommended: 2.622 77%/23% 24,228 7,237 31,465 I Monday,September 18,2000 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Curran Beach House 9/00 Builder: Gary Grider Constructio Address: 2019 Beach Avenue Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 2776 W c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 618.0 ft2 - a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 W _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,99.0(p)ft _ c. N/A b. Raised Wood,Post or Pier R=19.0,530.Oft2 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=19.0,992.0 ft2 _ EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0, 1456.0 fe _ b.N/A c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1558.0 W _ 15. HVAC credits MZ-C,MZ-H _ b.Under Attic R=19.0,42.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.22 Total as-built points: 32130.00 PASS Total base points: 32591.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this o�Z>i�sT�T� Energy Code. calculation indicates compliance ��,,,`' with the Florida Energy Code. PREPARED BY: Ocean State HVAC Before construction is completed DATE: - «� this building will be inspected for �* I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida ergy Code. Florida Statutes. CODS OWNER/AGENT: BUILDING OFFICIAL: .,.�. DATE: /,� 212 -aa DATE: EnergyGaugeO(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2776.0 33.05 16516.7 Double,Clear N 3.5 2.0 4.0 19.22 0.63 48.7 Double,Clear N 1.5 17.5 12.0 19.22 0.99 229.4 Double,Clear W 6.5 3.5 4.0 36.99 0.42 61.5 Double, Clear S 10.0 4.5 6.0 34.50 0.45 92.2 Double, Clear N 1.5 15.5 4.0 19.22 0.99 76.4 Double, Clear N 1.5 19.5 36.0 19.22 1.00 688.6 Double, Clear E 13.0 9.5 48.0 40.22 0.45 866.2 Double, Clear E 13.0 9.0 35.0 40.22 0.44 619.7 Double, Clear NE 10.0 9.0 25.0 28.72 0.56 403.6 Double, Clear SE 10.0 9.0 25.0 40.86 0.47 484.4 Double, Clear E 8.0 10.0 48.0 40.22 0.57 1107.1 Double,Clear W 10.0 9.5 18.0 36.99 0.52 345.1 Double,Clear W 10.0 9.5 24.0 36.99 0.52 460.2 Double, Clear W 1.5 8.0 36.0 36.99 0.96 1273.3 Double, Clear N 1.5 7.0 15.0 19.22 0.96 275.9 Double, Clear N 1.5 4.0 4.0 19.22 0.88 67.6 Double, Clear N 1.5 7.0 30.0 19.22 0.96 551.7 Double, Clear N 1.5 4.0 4.0 19.22 0.88 67.6 Double, Clear N 1.5 7.0 25.0 19.22 0.96 459.8 Double,Clear E 8.0 8.0 28.0 40.22 0.52 583.2 Double, Clear E 8.0 8.9 41.0 40.22 0.54 895.2 Double,Clear NE 6.0 8.0 20.0 28.72 0.65 372.7 Double,Clear E 4.0 8.9 41.0 40.22 0.76 1252.5 Double,Clear SE 6.0 8.0 20.0 40.86 0.55 452.1 Double,Clear S 1.5 8.0 18.0 34.50 0.92 571.7 Double,Clear S 1.5 4.0 8.0 34.50 0.74 203.5 Double,Clear W 1.5 8.0 18.0 36.99 0.96 636.7 Double,Clear W 1.5 14.5 21.0 36.99 1.00 773.1 As-Built Total: 618.0 13919.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 19.0 992.0 0.90 892.8 Exterior 2448.0 1.70 4161.6 Concrete, Int Insul, Exterior 5.0 1456.0 1.00 1456.0 Base Total: 2448.0 4161.6 As-Built Total: 2448.0 2348.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 36.0 6.10 219.6 Exterior 36.0 6.10 219.6 Base Total: 36.0 219.6 As-Built Total: 36.0 219.6 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 UTY OF ATLANTIC BEACH, FLORIDA wvn.a»e eV APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:2L� TE o IMPORTANT NOTICE: 1 CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE B AGREE TO PERFORM SAID WOR ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, JATLA CH RE A PART HEREOF,AND IN' CORDAN E WITH THEE TRICAL REGULATION ODES VC"' IC BEACH OR A CES. ` r 0'1/l ECTRICAL FIRM: M ELECTRICI I NATURE Jd R AMMAN NAM1t.v \ IW l AD6RESS:. Q`V,"1 RFD SOX BLDG.SIZE O BETWEEN: RES.t� APT.( ) COMM.( ) PUBLIC ( ) INDUS.( ) NEW( 1 OLD( I REW.( ) ADDITION( ) TRAILER i ) TEMP.( ) SIGNS ( ) SCI.FT. SERVICE: NEW( ) INCREASE( I REPAIR ( ) FEE CONDUCTOR SIZE `I AMPS QG 0 COPPER ( ) ALUM. SWITCM OR BREAKER 100 AMPS PH W I 6 VOLT " RACEWAY EXIST.SERV.SIZE AMPS PH W I VOLT I RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES I CONCEALEDI OPEN TOTAL i 0.30 AMPS. I 3t.100 AMPS. 4W ITC}i ES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. 1 QYK0 APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT:, KW-HEAT I I � 0.1 (IVER MOTORS M.P. i VOLTAGE I PHS NO. l 1 W VOLTAGE PHS I MISCE NEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. , NO. KVA i NO. 7KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHE EACH SIGN FORWARDED S TOTAL FEES FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1493.0 0.60 895.8 Under Attic 30.0 1558.0 0.60 934.8 Under Attic 19.0 42.0 1.10 46.2 Base Total: 1493.0 895.8 As-Built Total: 1600.0 981.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 99.0(p) -37.0 -3663.0 Slab-On-Grade Edge Insulation 0.0 99.0(p) -41.20 -4078.8 Raised 530.0 -3.99 -2114.7 Raised Wood, Post or Pier 19.0 530.0 0.77 406.0 Base Total: -5777.7 As-Built Total: -3672,8 INFILTRATION Area X BSPM = Points Area X SPM = Points 2776.0 10.21 28343.0 2776.0 10.21 28343.0 Summer Base Points: 44359.0 Summer As-Built Points: 42139.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 42139.3 1.000 1.031 0.341 0.950 14090.6 44359.0 0.3573 15849.5 42139.3 1.00 1.031 0.341 0.950 14090.6 EnergyGaugeTA° DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2776.0 9.76 4879.3 Double, Clear N 3.5 2.0 4.0 14.30 1.02 58.6 Double, Clear N 1.5 17.5 12.0 14.30 1.00 171.6 Double, Clear W 6.5 3.5 4.0 10.77 1.22 52.5 Double, Clear S 10.0 4.5 6.0 4.03 3.55 85.9 Double, Clear N 1.5 15.5 4.0 14.30 1.00 57.2 Double, Clear N 1.5 19.5 36.0 14.30 1.00 514.8 Double, Clear E 13.0 9.5 48.0 9.09 1.37 596.9 Double, Clear E 13.0 9.0 35.0 9.09 1.38 439.0 Double,Clear NE 10.0 9.0 25.0 13.40 1.05 350.6 Double,Clear SE 10.0 9.0 25.0 5.33 2.04 271.8 Double, Clear E 8.0 10.0 48.0 9.09 1.23 536.0 Double, Clear W 10.0 9.5 18.0 10.77 1.17 227.1 Double, Clear W 10.0 9.5 24.0 10.77 1.17 302.9 Double, Clear W 1.5 8.0 36.0 10.77 1.01 392.1 Double,Clear N 1.5 7.0 15.0 14.30 1.00 214.9 Double,Clear N 1.5 4.0 4.0 14.30 1.01 57.6 Double,Clear N 1.5 7.0 30.0 14.30 1.00 429.7 Double, Clear N 1.5 4.0 4.0 14.30 1.01 57.6 Double, Clear N 1.5 7.0 25.0 14.30 1.00 358.1 Double, Clear E 8.0 8.0 28.0 9.09 1.29 327.3 Double, Clear E 8.0 8.9 41.0 9.09 1.26 469.0 Double,Clear NE 6.0 8.0 20.0 13.40 1.04 277.8 Double,Clear E 4.0 8.9 41.0 9.09 1.10 410.5 Double,Clear SE 6.0 8.0 20.0 5.33 1.68 179.4 Double,Clear S 1.5 8.0 18.0 4.03 1.04 75.8 Double, Clear S 1.5 4.0 8.0 4.03 1.35 43.7 Double, Clear W 1.5 8.0 18.0 10.77 1.01 196.0 Double, Clear W 1.5 14.5 21.0 10.77 1.00 226.4 As-Built Total: 618.0 7380.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 19.0 992.0 2.20 2182.4 Exterior 2448.0 3.70 9057.6 Concrete, Int Insul, Exterior 5.0 1456.0 5.70 8299.2 Base Total: 2448.0 9057.6 As-Built Total: 2448.0 10481.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 36.0 12.30 442.8 Exterior 36.0 12.30 442.8 Base Total: 36.0 442.8 As-Built Total: 36.0 442.8 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1493.0 1.20 1791.6 Under Attic 30.0 1558.0 1.20 1869.6 Under Attic 19.0 42.0 2.00 84.0 Base Total: 1493.0 1791.6 As-Built Total: 1600.0 1953.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 99.0(p) 8.9 881.1 Slab-On-Grade Edge Insulation 0.0 99.0(p) 18.80 1861.2 Raised 530.0 0.96 508.8 Raised Wood, Post or Pier 19.0 530.0 0.88 464.3 Base Total: 1389.9 As-Built Total: 2325.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 2776.0 -0.59 -1637.8 2776.0 -0.59 -1637.8 Winter Base Points: 15923.3 Winter As-Built Points: 20946.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 20946.3 1.000 1.048 0.487 0.950 10159.3 15923.3 0.5340 8503.1 20946.3 1.00 1.048 0.487 0.950 10159.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 15849.5 8503.1 8238.0 32590.5 14090.6 10159.3 7879.8 32129.8 PASS TFIE S742" r�,coD WF��y� EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score,the more efficient the home. 2019 Beach Avenue, Atlantic Beach, FL, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft) 2776 ftZ c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 618.0 ff _ a. Electric Heat Pump Cap: 100.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 W _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft= b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,99.0(p)ft _ c. N/A _ b. Raised Wood,Post or Pier R=19.0,530.Ofe c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=19.0,992.0 W _ EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0, 1456.0 fV _ b. N/A _ c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1558.0 ftp _ 15. HVAC credits MZ-C,MZ-H _ b.Under Attic R=19.0,42.0 ff _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 0 '114E 3TgT� in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code co liant featur �� Q / a d Builder Signature Date: Address of New Home: 026 E Gffyfpe City/FL Zip: _/ �.C�G�f /� u 43 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTMdesignation), your home may qualify for energy efficiency mortgage (EES incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web.site at www.fsec.ucfedufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) PAGE 1 -.,,pate: 11/20/00 MANNING BUILDING SUPPLY LOG #: 0744 TRUSS DIVISION JOB #: JACKSONVILLE ' alesman: DON BREWER Pitch: 16"/12 Customer: GRIDER BLDRS . Job Name: CURRAN RES Address : Address : 2019 BEACH AVE ATLANTIC BEACH Designer: KEN -------------------------------------------------------------------------------- Qtyl Span I LO.Ht I O.H. I Description -------------------------------------------------------------------------------- 4 812" 0 ' 0 ' FT-1 14 16 ' 5"8 0 ' 0 ' FT-2 1 14 ' 0 ' 0 ' FT-2A ' 1 10 ' 0 ' 0 ' FT-2B 14 16 ' 4"8 0 ' 0 ' FT-3 5 19 ' 6" 0 ' 0 ' FT-4 1 19 ' 2"8 0 ' 0 ' FT-4A ** Hardware Floor ** 9 L MSHS422 SY42 Hanger 2 S TGHD412 2-ply GPLam Hanger 2 V TGHD412I 2-ply GPLam Hanger 1 Q HU11 1-ply GPLam Hanger ** Beams ** 2 10 BM1 GPLAM 16" 2 10 BM2 GPLAM 16" 2 18 BM3 GPLAM 16" 1 10 BM4 GPLAM 16" 2 20 BM5 GPLAM 16" 2 20 BM6 GPLAM 16" 2 14 BM7 GPLAM 16" 2 4 BM8 GPLAM 16" 2 10 BM9 GPLAM 16" 3136 BM10 GPLAM 16" -------------------------------------------------------------------------------- 40 - Trusses 14 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 20 - # of Beams 0 - # of Rim Board --------------------- 40 - Total Trusses 6" 13'4 - •{� 28'8" — � 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE BM-6 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED. UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER FT-4 m 4. APPROVED BY v � - `-' ^ LLIO APPROVAL DATE: U7 m FT-4A N DEL. DATE 0 (mU BM-5 Ix BM-8 � � 16" DEEP SY42 BM-9 6X6 BM-10 Ur v POST 4' a) m JOB: 0744 T BM-3 to N cu 00 CUSTOMER; GRIDER BLDRS . 00 N °D m 11 1 11 1 L 4. LOC: 2016 BEACH AVE . m m 0 BM-1 —9 58 —.� DESIGNER: KEN PARKER cm ---- 14' -�- 28' r ,.;.: BM-6 h i OD BM-5 BM-8 BM-9 BM-10 v .16X6 POST 6X6 POST m BM-3 CD BM-1 .r---�.-/�� �i � Ill �i� Ili i 'l lII 90 SEMCC PRODUCTS HARDWARE SCHEDULE E4C ;C\1- 7_ CR :z3 ::rtCCUCT CCCE -L'-CR CCF ,rL.r' •SER -CIS 7 INC-,`S -:525 "335 2490 'Z°5 '3-;eC --'Cdx,t1 7RUSS 8 "-CS28 4090 ( 5110 2150 ! 23-16d f -1CdX1 TRUSS C CS18 1115 I 5115 3255 ! 22-16C I 1QCX1 c 2 PLY RUSS (O SKH25L 810 I 390 I 910 ! 5-16C I :-10dX15 'TRUSS IE SK!-?26R i 810 I 390 I 910 I :-16d I 'OdX1.: !TRUSS IF SKP268L 1640 I 1800 1 655 1 1e-160 1 4-10d TRUSS �G SKP268R 1640 1800 I 655 j 16-16C f 4-10d i TRUSS H SKH210L 1790 1 1790 1 1520 i 16-46d I 10dX1.5 17RUSS �I SKH210R 1790 ( 1790 I 1520 I 1,4-16d I '0-10dX1 = TTRUSS J SKH4IQL I 2540 I 1565 16-160 I 'C-1 ea !TRUSS K S41CR I 2540 1 1585 16-160 ! 10-16d TRUSS 1L MSHS422 3210 1 3500 ! 1750 1 22-16d I 1OdX1.= 'SYS 42 26 2190 1 2740 1340 -'6a ; = 'Cd+7-1 Cc HIP JACK 223 2740 I 3425 1840 • HIP JACK 'O =251 12 1360 -'CC 1 _ 'CdX1.= I-JCIS T r -025160 2400 I 2-'Cdx1.5 _ .CdX1.= l-JCIST I 2185 I =270 i 920 2z-'60 i-1.0dX1 +(11 PLYLVL TC-HC48 5472 ( 6840 ! 5837 I (36)1 ed { (24)16d I(2) PLYLVL IS ;G-+Ca12 8512 I 10640 ! 3755 (58)16d 1 (36)16d i(2) PLYLVL T I 7G,—HE)41 2L 8512 10640 1 8755 1 (56)16d 1 (36)16d 1(2) PLYLVL U !TGHC412R i 8512 10640 1 8755 I (56)16d I (36)16d 1(2) PLYLVL " V :7GHC4121 I 8512 I 10640 1 7296 I 56 36 1(2) PLYLVL W ITGH05.5/12 8512 I 10640 I 8755 1 (56)16d (36)16d 1(3) PLYLVL X I7GHC7.25/12 8512 ( 10640 I 8755 1 (56)16d ( (26)16d I(4)PLYLVL Y !SKH312L 2160 2500 1505 ! 16-16d I '0-1Odx1.5 II-JOIST Z SKH31 ZR 2160 I 2500 I 1505 ! 1 e-;ed I O-1 Odx1.5 !I-JOIST AA HCPT2(TRUE TIE) I I 1600 ! 5-1 Cd I _A SICE 1TRUSS 38 I HCPZX#SANIBEL) I f 1600 1 5-10(1 1 EA SICE !TRUSS CC IHCP2XC(08LSAN18E12 I I 1600 1 5-10d I =—A SICE I(2)PLY7RUSS ICO S'-';P2 I 1 1455 I I 14-16d 1(1)1/28CLT E^ ;SGr3 I I S4C0 i I 24-160 I(1)5/8"90LT IFF 'R-PGA836T ! I 1950 ! 13-led I E,A SICE I R . GA8:26F ( I 1950 1 13-16d I =-A SICE I HH 8 2400 ! :400 1 935 I 3) ed 1 (4)164 14XTRUSS III P418L 2400 1 2400 935 ?3)?GC I (4)1 64 i4XHIPTRUSS =418R 2400 1 21CC 1 9^5 (18,1eC 4 (4)led +4 RUSS "c 4-3a NOTE. ":LL UPLIFT CONNECTC.RS HC UNLESS OTH_=':#'ISE NOTED MP STRAP TRUSS HANGER 16 GAUGE DIMENSIONS FASTENER ALLOWABLE LOADS SCHEDULE PRODUCT FLOOR ROOF WIND! PER SIZE CODE GAUGE W H BS HEADER JOIST DESIGN DESIGN EARTHQUAKE CTN LOAD LOAD UPLIFT UPLIFT 100% 125: 133% 160% 2X MSHS29 16 ; 1 518 I 9 2 14.16d 10.1041 2045 25.5 1 1375 1 1650 25 2X MSHS213 16 1518 13 1 2 14.16d 10.104 I 2045 i 2555 1375 1 1650 25 2X { MSHS218 16 ! 1 518 1 18 2 16.164 10-10d 2335 ! 2920 1 1375 1650 25 2X MSHS222 16 115MI 22 1 2 22.16d 10.10d 1 3210 ; 3500 j 1375 1650 25 2X(2) MSHS213.2 1 16 3 118 113 141 2 14.16d 10.10d j 2045 25_5 1625 1750 50 2X(2) MSHS218-2 16 31/8 18 1141 2 1 16-164 I 10-10d 1 2335 1 2920 1625 1750 25 2X(2) MSHS222.216 1 3118 j221/41 2 1 22-16d 1 10.10d 1 3210 3500 1 1625 1750 25 dX MSHS413 t6 3518 13 2 14-16d 10-10d 1 2045 I 2555 1 1625 1750 50 4X MSHS418 1 16 1 3 518 1 18 2 1 16.164 10.104 1 2335 2920 1 1625 1750 25 L4X MSHS422 � 16 j 3 SB 1 22 2 1 22-16d 10-10d I 3210 1 3.930 i 1625 1750 25 Minimum header thickness is 3". `j. 4S NOTES 1. Allowable loads are based on National Design Specifications for Wood Construction 1991 Edition including 1993 Errata. 2. Design loads are based on Southern Yellow Pine wood species with a specific gravity of 0.55. Allowable loads for other species or conditions must be adjusted according to the code. r 3. Fasteners are common wire nails for single shear(Two Member Connections) with.kSTM A653 Structural Steel Grade 33 side plates. 4. Normal Design Loads given in the tables are not adjusted for various durations of loading and are in accordance with ASTM D 1761. 5. Maximum downward load capacity has already been increased for a duration load, when permitted by National Design Specifications for wood construction not exceeding 25%. 6. Allowable uplift loads have been increased for wind or earthquake loading. 7. The allowable load uplift percentages shown, 133% and 160%, reflect duration factors appropriate for different building codes as defined in the National Design Specification for Wood Construction. You should select the uplift Fc that is applicable to your building area under your governing building code. SE: "I= Cr TITLE STRAP TRUSS HANGER Southeastern Metals Manufacturing Co., Inc. DRAWN BY 'IIECKED 9Y: APPRI)VEDaY: DATE 11801 /ndusiry Dive -Jacksonville. Flrnida 32218 B.L.B. J.W.H. 1 5/12/95 PART k SCALE.- MATERIAL SPEC. PAGE ASTM A653 Structural Guality Grade 33 (steel) &ASTM A924 (coating) MSHS N.T.S. 16 Gauge (0.0575'-0.0695") 56 of 58 (0744-CURRAN RES - FT-1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMIIIED BY IRUSS MFR, TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER = SEMCO MSHS422, FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 15' Typ 1 i W3X5= W3X3= W3X3 W3X5 T T 1-4-0 1-4-0 J+19-4-0 W2X4 III W3X3 W3X3= W3X3= W2X4 III �--- —8-2-0 Over 2 Supports —� R-449 R-449 PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:4 FL/-/4/ -/E/-/- Scale =.5" Ft . '*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151 - -19708 BRACING. REFER TO HILL 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 01NOFRIO OR.. SUITE 200, MAO ISDN, NI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10.0 P S F DATE 11/15/00 STRUCTURAL PANELS, BOTTOM CM ORO SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IFI(4 /% "IMPORTANT'• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� '� -ter•`- PR000CIS, INC, SHALL N01 BE RE SPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Nj v .41 BC DL 5.O PSF DRI'! II(.0 1R ISI-OD_i7 Ull4.I` BUILD THE iR 055ES 3N CDNf DRMANCE Mi TH TPI; 0R FABRiCAI NG, HANDLING, SHIPPING, INST All TNG AND py�A A L P I N E BRACING OE TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN *' X�(�.y * * BC LL 0.0 P S F HC-ENG MRM/DR SPEC IFICAI ION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE •a CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TA OF T 0 T.L D. 55.0 P S F S E Q N - 97074 EACH FACE OF TR U55, AND UNLESS OT HERNI SE LOCATED ON THIS DESIGN, POSITION CONNECIORS 11 -- ----------- DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINILRING /A.`C4 o R%1D X D U R.FAC. 1 .0 0 FROM K P RESPONSIBII IIY SOI ELY FOR 111E TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 11115 sr-- p� l Alpine Engineered i. 3384 Products Inc COMPONENT FOR ANI PART ICUTAR BUILDING IS THE RLSPONSIBIL[TV OF THE BUILDING DESIGNER, PER ss�INA�.�N 1lainesCily,Fl. 33844 AN};IIiPI 1 1995 , CTION 2. SPACING 24.0° (0744-CURRAN RES - FT-2 ) THIS DWG PREPARED FROM COMPLIUR INPUT (LOADS & DIMENSIONS) SOBMIIIID BY IRIISS MIR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I — 7-2-12 -'i.-24"— 7-2-12 1L Typl. W4X4= W1.5X4(R) - W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 = W5X7 = T1.4.0 1-o-s 19-4-0 W5X5= W3X5 W3X3 W1.5X4 III W3X5 W5X5 = W2X4 III W1.5X4 III W3X3 W2X4 III 16-5-8 Over 2 Supports R=893 W=8" R=905 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:14 FL/-/4/-/E/-/- Scale =.375" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTAILING AND BN ACING. REFER TU Mitl-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY 1P1 (TRUSS PLATE TIC LL 40.0 P S F R E F R151 - 21309 INSTITUTE. 503 D'UN Of RIO DR., SUITE 200, MADISON, NI 53719), fOR SAFETY PRACTICES PRIOR TO —-- — - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10.0 P S F DATE 11/15/00 STRICT RAI AI PANELS, HOI IUM CHORD $NAIL If AVE A PROPERLY AT IACNED RIGID CEI( TNG. 'p•�IFIC - - "IMPONIANE^' FUN NISH A COPY Uf 1111S UESI GN 1U TILE IN$ I AILATION CONTRACIUR. AIPINL INGINLLRID ,��'�J �)';�9 BC DL 5.0 P5F DRW IILwow)I U(li1(IOS9 PN UUUC IS. INC. SH AIL NUI BE RESP UNSIBit fOR ANY DEYIAIIUN fit Om IU IS DESIGN; ANY fAILURE 10 N�V 4N� dN:•� BUILD THE TRUSSES IN CUNf ORMANCE WITH IPI: OR FABRICATING, HANDLING, SHIPPING, IN At It ANO ALPINE BRACING Of [RUSSIS. THIS DESIGN CUNFORMS NI(u APPLICABLE PROVISIONS Of NDS (NATIONAL UtSIGN *' •* B C L L 0.0 P 5 F HC-ENG MRM/WMR_ SPt Clfil.A[JUN PUBt IS11IU By 111E AMERICAN IURI51 ANU PAPER ASSOCIATION) AND TPI. AIPINL j CONNEC IURS ARE MADE Uf ZOGA ASTM A653 GR40 GALY. S1ELL, EXCEPT AS NUILD. APPLY CONNECIURS IU TA OIF ; T 0 T.L D 5 5.0 P 5 F S E O N - 9 7 l 5 8 ACH C AN UNLESS U R UC ATE ON THIS DESIGN POSITION CONNECTORS PER -. . - - E FA E Of TRUSS, U U lE S TME NI SE LO /C ' DNAWINGS IGO A 1, lilt SEA( UN IH IS DRAWING INDICATES ACCEPTANCE OF PR OfESSIUNAI ENGINIfNING ••� O R%OPA,1� D U R.FAC 1 .0 0 FROM K P Rt SPONSIB1111Y SUIEIY FUR III( THUSS CUM Nf Ni DESIGN SHOWN. INE SUITABIL IIY ANO USE OF THIS s���'�•«••.. Alpine Engineered Products,Inc. s�kA��� . -- I1H111CS Lll ,I'I. }3$44 COMPONENT XOR ANY PARIII.UtAN tlUIIDING IS Irl( DESIGN OF III[ BUIIIIING OF II:NfR, PfN SPACING 2 4 .0" Y AN',1/IPI 1 199, SFr:110N 7. (0744-CURRAN RES - FT-2A ) THIS DWG PREPARED FROM COMPUTER INPUT (IOADS 8 DIMENSIONS) SUBMITTED BY IRUSS MER. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. �– 6-0-0 ---24' 6-0-0 Type. i W1.5X4 III W3X3 W6X6 1 — 3X3 W3X3= W3X3 = W1.5X4 III W3X3 = W6X6 = W3X3 0-3-0 0-3-0 20-5-0 T 1-4-0 W1.5X4 III W3X3= W3X3= W3X3= W3X3= W3X5 = W1.5X4 III W3X5= 0r-�4•e-t0 OF-4 0 I I 1 1 14-0-0 Over 2 Supports R=710 W-3.5" R=770 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/-/4/-/E/-/- Scale '•WARNINf,'• TRUSSES RIO IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IB5TAIIINC, AND T C L L 40.0 P S F R E F R 1 5 1 - - 19710 BRACING. REFER 10 HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLAIE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO u --- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,s•�.1 n• T C D L 1 O.O P S F DATE 1 1/15/00 SIR UCTUR AI PANELS, dO TTOM CHORD SIIAII HAVE A PROPERLY ATTACIIEO RIGID CEILING. -\�.•',F''• --- ••IMPORIANI•• IURIIISIf A CUP UI' 11115 OF SIGN TO IIIL INSI AT At ON CONIRAC.I OR, ALPINE INGINItHt I1 \VV7 •••p'� Cq�•• PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DE SIGN; ANY FAIL UNE IU V �••• BC DI- 5•O PSI DR4J HE.II J�(i j� 11111�011a!, dU1LD IME TRUSSES IN COHE OR MANCE NI IH TP 1; OR FAdRICAT ING, HANDLING, SHIPPING, INST Al11NG AN 11 '` 1)q( �;� A L P I N E BRAf,7NG OF TRUSSES. HIS DESIGN CONFORMS WIT AP PI IC ABLE PROVISIONS Uf NDS (NATIONAL DESIGN B C L L 0.0 P S F H C E N G /D R SPECIE ICAiIUN PUB11511EO BY IME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. At PINE CONNECTORS ARE MADE OF YOGA ASTM A653 GR40 GAIY. STEEL, EXCEPT AS NOTED. APPLY CONNECTURS 10 TA OF T OT.L D. 55.0 P S F S E Q N - 9 7088 EACH FAC OF TRUSS, AND UNLESS 0111ERWI SE IUCATE0 ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A-7. THE SEA ON THIS DRAWING INDICATES ACCEPTANCE Of PROFfSSIONA1 ENGINEERING •••^Z O R1VP'�`cr O U R.FAC. 1 .00 FROM K P Alpine Engineered Products,Inc. RF SP ONSItl II IIY SOI EIY IOR TIIE 1R USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Uf IVIS n�......... Vvv -- ----_ ---------- ----._.-._..--- Haine5City,PI. 33844 CUMPONfNI kON ANY PAR011?,AR BUILDING IS TME RfSPONSIBIIIIY OF 711E BU II DING UfSIE.NtR, Pill NAIL SPAC INET 24 .0" AN'..I/IPI 1 1'1'l', ',L�.I IffM !. •Y (0744-CURRAN RES - FT-28 LUIS UWG PRLPARLD PRAM COMPUILR INPUL (LOADS & OIMLNSIONS) SIIHMI i If l) UY IRIISS MI R. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS LJ360.00 LIVE AND Lj240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. .4-0-0---� 24- 4-0-0 15yp W3X3 W3X3 W6X6= W3X3,= W1 5X4 III W1.5X4 III W3X3= W6X6� 0-3-0 0-3-0 20-5-0 T1-4-0 W1.5X4 11 W3X5= W3X3= W3X3= W3X5= W1.5X4 UI 6-4-'0 6-4-'0 �— 10-0-0 Over 2 Supports R=550 W=3.5" R=550 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.20 QTY:1 FL/-/4/-/E/ -/- Scale '*WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F _R E F R151 - 19711 BRACING. REFER TO MITI 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAIt INS71 TUiE, 583 D'UNOFR I0 DR., SUITE Z00. MADISON. MI 53719), f0A SAFETY PRACTICES PRIOR 10 PERFORMING THESE PUNCT I DNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ACHED R�� TC OL 10.0 P S F DATE 11 15!QQ STROCTUHAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IMPOMIANI`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERtO •tIFIC ••:�/ YN UI/U1:1 S, INC. SII All NO] HE RL SPUNSIOIt FOO ANY U(YIAlION f'R OM IVIS Uf SIGN; ANY ,Ai111HL 111 ` ��'•� BC 171.. 5.0 PSF DRW II(.(IsRI'.LI D(1S1D()4b — UI111D Illt IR11 SSS IN CONE OR MANCI Nllfl IPI; UN IAUR ICAIINfi. IIA NUI IHC,, SHIPPING, INSI AT INP. AND • )'ryQ) BN AC TNG OF lHUSSE a. IM DESIGN ON,UR MS WIIII APPLICAdIt PH OV ISIONS Ot NUS (NAIIUNAI DI SIGN 1 �G7 B C L L Q•(I P 51 TIL.-L N G MRM/nli ALPINE SPECIFICATION PUBIISIHO HY IHE AMERICAN fUREST AND PAPER ASSOCIATION) AND TP1. AIPINt 7N , pp CUN Nt CIUHS ARE NAD[ Ut ZOGA ASiM A653 GN AO GAI Y. STEEL, k%CEPS AS NU1ED. APPLY CUNNECf URS VU A OF T 0 T.L D. 55.O P 5 f SHIN 9 7 Q O 5 EACH FACE Ut TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •:� - -- - ---- --��— DRAWlNGS 160 A-I. INE SEAL ON THIS OR AWING INUICAT ES ACCEPTANCE OF PNOT ES 51 ENGINEERING �•A, P OFt10vl-*** DUR.FAC. 1 .00 FROM KP RC SP ONSId IL IIY S01(ELY FOR THE TRUSS CUMPONENT DESIGN SHOWN. THE SU IIAd II IIY AND USE OF 11115 A Alpine Engineered Produces,Inc. COMPONENT FOR ANY PARITCUTAR HUIIDING IS !HE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �t7,•~• ••E�� SPACING 2 4.0" Haines City,Ff. 33644 ANSI/TPI 1 1995 SECTION z. roNAI. (0744-CURRAN RES - FT-3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIITED BY TRUSS MIR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. �- 7-2-4 24"—� 7-2-4 15" Typ. W4X4= W1.5X4(R) = W3X5= W3X3= W3X3= W3X3= W3X3 = W3X5= W5X7 = - T01-0-8 1 -1 +19-4-0 W5X5= W3X5 w W3X3= W1.5X4 III W3X5= W5X5 = W2X4III W1.5X4 III W3X3= W2X4III 16-4-8 Over 2 Supports R-888 W-8" R-901 W-3" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:14 Fl-/-/4/-/F/-/ - Scale ".375"/Ft— "WARNING" .375" FC,"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAIIING AND BRACING. REFER 10 MID 91 (HANUIING INSTALLING ANU BRACING), PUBLISIILD BY TPI (TRUSS PLAIt TC LL 40.0 P S F R E F R151 -21311 INSTITUTE, 5B3 I) 1) 0 RIO DR., SUITE 200, MADISON, RI 53719). FOR SAFETY PRACTICES PRIOR 10 - PFRfORMING THfSk TONCIIONS. II NI IS OIIIENwIIt INDICAJIO, IOP CHORD SHA11 IIAVt I'Nopt RIY At ACIILD TC DL 10.0 P SF DATE 11 /15/00 SINUCIURAI YANll 1, tlOIIUM CIIIIN11 SII AIL IIA VE A PN UPFRIY AT TACHEII HIG III CE II TNG. .•' 'FI -. ___. __ - - _._._.._.. MPURIANI" FUH NISII A COPY OF THIS UE SI GN TO 111E INSIALL All0N C0NIRAC T OR. ALPINE tNGINLtHLU \� -"Y�.'_�� BC DL 5,0 PSF DRIB HcIISR ISI OO-i7DObo PIT ODUCIS, INC. SII ALL NOT BE RE SP UN SIDLE FOR ANY DEYIATI ON FROM THIS DESIGN; ANY FAILURE TO `r r BUILD INE IR USSES IN CONFORMANCE NI TN TPI; OR FABRICATING. HANDLING, SItI PPING, INSTALIIIt, AND ALPINE BNAf.ING Of TRUSSES. II115 UISIGN CONFORMS WIIII AP PLICADIE PH UVISIUNS Of NUS (NAIIONAI DESIGN •1 B C L L O.0 P S F H C E N G NIR M/tJM R SPLCII ICA I JUN PUBIISIILU UY IIIE AMERICAN FOREST ANU PAPEH AS5UC1 1 TOO) ANU IPI. AI PINI ••��t 7`� CUNNECTOITS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, E%CEPI AS 90TE0. APPLY CONNECTORS TO TA OF ; TOT.L D. 55.0 P S F S E A N - 9 7 1 6 1 EACH FACE OF 1R USS, AN UNIESS UTIIE RNISE LOC CAT ON TNIS DESIGN, POSITION CON NE CIORS PER DRAWINGS 160 A 1. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRUfESS1ONA1. FNGINEE81NG O R1Qp' D U R.FAC. 1 .00 FR0M KP Alpine Engineered Products,ILTc. RESPONSIBILITY SOI EIY FOR THE TRUSS COMPONENT DESIGN IHOWN 111E SUIIABIL 1111 ANU USE OF It115 [►•``•.....•• ii(� - ---------- ----- -------- Ifa111e5 LIIY,F. 33 Na4 (:UMPU Nt NI FOR ANY PARIICUI AR UUII GING IS 111E RESPONSIBIL IIY OF IMF HUII DIMG 1) SIGNER, PfN ./\L� AN=1/IPNAL 1 19115 :f,.IION 2. SPACING 2 4 0" (0744-CURRAN RES - FT-4 ) THIS DWG PREPARED FROM COMPUIER INPUT (LOADS & DIMLNSIONS) SUBMIT IID BY IRIISS MIR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5-7-12 'I----24"- + 11-10-4 1I5Ty- W3X5 = W1.5X4 III W04 W3X3= W4X4= W1.5X4 III W3X5 = W3X3= W3X3 = W2X4 III W1.5X4(R) = W5X7 = —7I— 1 0-8 1-4-0 1 -4-0 —� +19-4-0 W3X5 m W3X3 m W4X4 m W4X4 m . W3X5= W3X6= W3X3 m W3X5 W2X4 III W2X4 III W3X5= 6-2-8 _I 19-6-0 Over 2 Supports R=679 W=3.5" R=1578 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 QTY:5 FL/-/4/-/E/-/- Scale -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING, REFER 10 HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 43.0 P S F R E F R151- -19713 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO M - ------ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``�."" T C DL 7.0 P S F DATE 1115/OO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��•••ZIFiC;9•b:� "IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,��GN{J �• BC DI- 10,0 PSF DRW IIl11�R1'�I (10i7001ti PN(ID IICIS, INC. SII All NUI UI N14PONSIBIt FON ANY DIVIAIION FROM THIS UI SI GN; ANY IAII IINI IIl N¢�ITA �FlL� F S� UU IID IIIc IN USStS IN CUNT IIR MANCt NI III IPI; ON FAUN ICAIIN G, II ANI111NG, SIIIPI'ING. INSI All TNG AN pp ALPINE BRACING OF TRUSSES. THIS DLSIGN CONFURMS 111111 APPLICAULE PROVISIONS OF NOS (NATIUNAL DESIGN * ' * U L L L 0.0 P S F III L N[, /D R SPECIFIC ATIUN PURL ISHEO BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 OF TOT.L D. 60.0 PSF SEQN - 10896 EACH FACEOf TRUSS, ANO UNLESS O1HER111SE LOCATED ON THIS OE SI GN, POSITION CONNEC TORS PERURAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IO RIQP'"Q►� D U R.FAC. 1 .00 F R 0 h1 K P Rt SPONSIBIIITY SUI ELY FON THE IRUSS COMPONENT DESIGN SHOWN. IIIE SUIIABIl1TY AND USE OF THIS {"s, ""•'• Alpine Engmccrcd Products,Inc. S�NAt�� --- — f---___ -___.--_----.-------__----- IIItILICRl.1ty Ft 33844 AN%I/IVII 1119JANY I P I R'Nf.OI AR UII II DINE, IS lllk Nk SP ONSIB II ITY OF fllE BU II IIINfi IIL SIGNtR, Pill SPAC INCL SFF AB0VF ]HIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMIIIII) BY ]ROSS MFR. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. MAX JT VERT DEFL: LL: 0.23" DL: 0.19" RECOMMENDED CAMBER 1/4" 0" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 11-8-8 3X3= W3X5= W5X7 W3X3= W3X3= W2X4 III = T 1-4-0 1 -14-0 19-4-0 11.5X4 III W3X6= W3X3= W3X5 W3X5= W2X4 III W3X5i-- 6-2-8 _I -19-2-8 Over 2 Supports R=1566 W=3" Design Criteria: TPI STD 19.Ob2 QTY: ] FL/-/4/-/E/-/- Scale =.375" Ft . R[CATION, HANDLING, SNIPPING, INSTAII ING AND ,NO BNACING), PUBLISHED BY TPI llRuss PI.AIL TC LL 40.0 P S F R E f R 1 5 1 - - 19714 NI 53719). FOR SAEETY PRACTICES PRIOR 10 _•' CATER, TOP CHONO SHALL HAVE PROPERLY ATTACHED `y�f' A.'���/ TC DL 10.0 P S F DATE 1 1/15/00 ERI.Y ATTACHED IT C.E II ING, \Y �(IFIQ "•.�� __— _______.._ 1111 IN :AN AI ION I:II N I N Af.I LIN. AI PI NI INI;I NI I NI II t' ) UL Y IAIIDN INIIM IIIIS IIISIGN; ANY I A I I UNI IU G�,���I �(C BC DI 5.0 ISI DRW IT(11',I11��1 11l)Ie'00 PI BRICATING, HANDLING, SHIPPING, INSIALL ING ANU AP PIICA BLE PR UYISIONS OF Nos (NAI TONAL DESIGN * i* 8 C L L 0.0 P S F HC-ENG MRM/DR 0 PAPER ASSOCIATION) AND TPI. ALPINE STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TA OF TOT.LD. 55.0 P S F S E Q N - 29658 ON THIS DESIGN, POSITION CONNECTORS PERS, ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /<O ROP• D U R.FAC. 1.00 FROM K P ION SHONN. THE SUITABILITY AND USE OF THIS ss�1 — uNSIBIIIIY 0' 1HI BI1IIDING DESIGNIR. PLR SPACING SEE ABOVF PAGE 1 Date: 11/20/00 MANNING BUILDING SUPPLY LOG #: 0744-R W, TRUSS DIVISION JOB #: JACKSONVILLE Salesman: DON BREWER Pitch: 8/12 Customer: GRIDER BLDRS. Job Name: CURRAN RES Address : Address : 2019 BEACH AVE ATLANTIC BEACH Designer: KEN -------------------------------------------------------------------------------- Qtyl Span l LO.Ht l O.H. I Description -------------------------------------------------------------------------------- 1 16 ' 1" 0 ' 0 ' T-1 GE 1 16 ' 1" 0 ' 0 ' T-1 3 14 ' 10"8 0 ' 0 ' T-1A 2 1417" 0 ' 0 ' T-1B 2 14' 7" 0 ' 0 ' T-1C 1 14 ' 10"8 0 ' 0 ' T2-H1 1 14 ' 10118 0 ' 0 ' T2-H2 1 1019"8 0 ' 0 ' T-3 GE 4 10 ' 9"8 0 ' 0 ' T-3 1 13 ' 10"2 0 ' 0 ' T3-H1 11 34' 7" 0 ' 0 ' T-4 REV 5 34' 7" 0 ' 0 ' T-5 1 34 ' 7" 0 ' 0 ' T5-H2 1 34 ' 7" 0 ' 0 ' T5-H1 2 24 ' 0 ' 0 ' T6-H1 2 24 ' 0 ' 0 ' T6-H2 3 24' 0 ' 0 ' T-6 4 11 ' 3" 0 ' 0 ' 11 ' 3" HIP JACK T6 10 8 ' 0 ' 0 ' 8 ' END JACK T6 8 6' 0 ' 0 ' 6 ' CJ T-6 8 4 ' 0 ' 0 ' 4 ' CJ T6 8 2' 0 ' 0 ' 2 ' CJ T6 1 11' 3" 0 ' 0 ' 11 ' 3" HIP JACK 1 6' 11" 15 0 ' 0 ' 6 ' 11 ' 15 HIP JACK 6 8' 0 ' 0 ' 8' END JACK 1 7 ' 5" 0 ' 0 ' 7 ' 5" END JACK 1 5 ' 41113 0 ' 0 ' 5 ' 4"13 END JACK 4 418" 0 ' 0 ' 4 ' 8" END JACK 2 6' 0 ' 0 ' 6 ' CJ 4 4 ' 0 ' 0 ' 4 ' CJ 1 4' 0 ' 0 ' 4 ' CJ 4 2 0 ' 0 ' 2 ' CJ ** Hardware Roof ** 4 A THDS26 1-ply Truss Hanger 29 FF RPTGA836T Tie Down Strap Twisted ++ -------------------------------------------------------------------------------- 42 - Trusses 33 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 63 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 105 - Total Trusses THEN 24" OC THRU T-5 t 7' 7 22' - -----INOTE: T-4'S SPACED 16" OC 6' 4NI t SPACED 24" OC TO T-4 TO T5-H1 ji ,.. .-� QI U x Q r r Q [U N N N = l0 S o CONVENTIONAL m 4 rn FRAMED AREA - - -- - - - --- io co 24'6" m I F F to F- 0) i0) I r 4• 8/ 12 PITCH CANT OH VARIES 37' 10"8 JOB: 0744-R LOC: 2016 BEACH AVE . CUSTOMER: GRIDER BLDRS . DESIGNER: KEN PARKER Olt 0 op r SIR ow L ■ SEMCO PRODUCTS HARDWARE SCHE:�ULE _.4C7;CNS E CR :z MAK :IRCCUCT CCCE _!CCR RCCF -��CER :GIST NC TES A CS26 2325 1 2190 1235 '3-1eC i --'OdXX', 5 TRUSS B i7=-CS28 4090 I 5110 I 2450 3-16d I -10dX1 5 17RUSS C i; -ClS48 4115 5145 ! ?255 Z PLY TRUSS 0 ISKH261- 810 ( 890 I 910 i 5-ted I :-IodX1 5 (TRUSS E !SKH26R i 810 890 1 910 i 5-16C 1 ;•1OdX1.5 iTRUSS F ISKP268L 1640 1800 I 655 I 'e-ted 1 4-10d !TRUSS G 'SKP268R 1640 I 1800 I 65- ..� i '6-160 I 4-1 Od (TRUSS H 1SKH21OL 1790 I 1790 I 1520 15-46C 1 1OdX1.5 iTRUSS I ISKH21OR 11-90 1790 1 1520 '4-16d i '0-1OdX1.5 ITRUSS ISKH4IOL I 2540 ( 1565 e-1eC I 1O-led ITRUSS K SKH41CR I 2540 1 1565 '5-16C 1 10-16(1 iTRUSS •L MSHS422 1.210 I 3500 1 1750 z -16a I 0-10dX1 !SYS 42 i -' 026 2190 I Z-40 1 A1C '6a I - 'Cd+7-1 CC HIP JACK im 1 N H 'C28 2740 I 3425 '84C C-160 - 'Od+8-1 CC HIP JACK 10 7"=25112 1360 I --1 CC I 1 CdX1.- 'I-JCIST P T C25160 2400 I ! 2-'Cdx', 5 i =-'OdX1.5 (-JOIST IC 'HU11 2185 1 2270 I ?20 22-160 I :-1OdX1.5 I(1) PLYLVL R 17GHD48 5472 1 6840 1 5837 25)16a 1 (24)16d 1(2) PLYLVL S 17GHC412 8512 1 10640 1 3755 56)16C 1 (36)16d I(2) PLYLVL T 17GHD412L 1 8512 10640 ( 8755 ! (56)16d (36)16d 1(2) PLYLVL U 17GHC412R i 8512 10640 1 8755 I (56)16d (36)16d 1(2) PLYLVL V 1 TGHC4121 1 8512 10640 1 7296 I 56 1 36 1(2) PLYLVL aw W ITGH05.5/12 8512 10640 8755 I (56)16( I (36)16d 1(3) PLYLVL X i TGHD7.25/12 8512 10640 I 8755 I 56)16d (26)16d 1(4)PLYLVL Y ISKH312L 2160 2500 1505 16-16d '0-1Odxl.5 II-JOIST Z ISKH312R 2160 1 2500 1 1505 i 1e-16a 1 10-1Odxl.5 II-JOIST AA 1 HCPT2(T'RUE TIE) 11 1 1600 I 5-1 Od I =,4 SICE- (TRUSS BE I H.CPZXESANISEL) ` 1 1600 I 5-1 Od I EA SICE (TRUSS CC IHCP2XC(D8L SANIBEL`.I ( 1600 ' S-1Od 1 =.A SICE I(2)PLYTRUSS CC ISGP2 1 1455 i 1 14-16d 1(1)1/28CLT aw EE !SGP3 1 1 54CO i I 24-16d 1(1)5/8"90LT FF iR7PGa836T I 1 1950 ' 13-16d SICE 1 GG 1 R7?GA836F 1 1 1950 i 1 2-16d 1 Ea SICE HH IHHP418 2400 1 2400 1 935 ' 13)16C 1 (4)16d i4X7RUSS II 'HHP413L 2400 1 2400 1 935 'e)'eC 1 (4)1 60 14XHIPTRUSS JJ HH0418R 2400 2400 I 925 13)1eC 1 (4)160 14,,x RUSS HC -C?LR I . _ -8e 4-8a i NOTE. ALL UPLIFT CONNECTCRS HC UNLESS OTHE R'.^lISE NOTED HEAVY CU 7Y TRUSS HANGER 16 & 14 GAUGE r 01MENS10N5 SCHECULR I ALLOWABL=LCACS PRCCUCT FLOOR ROOF WINO/ PER SIZECOCE GAUGE CESIGN DESIGN I EARTHQUAKE CTN W H 0 HEADER 101ST LoAO t.oa0 UPLIFT i UPUtT . ,aa' ,ZS: 133; 160% 246 7F-CSZ5 1 16 ! I V$I s ua{ ] 18-16d I+•;aaX1 ;R , 2:35 ! 2490 :255 1 12>'tS 0 bd I 7HOS28 I :6 1 1 S18 7 3 1 2x-160 1 -0.10d:t :12 1 4090 { i110 { 2450 , 2450 30 2110 i 14CS210 16 1 1 St8 1 9 3 38.160 12S.IC¢21 '.2 :5:0 5935 i 3130 i 3180 20 t Y439 112•Ia t 71M0S17" 16 11 718{8718 I 38.16d ( ZS-ICd:t 42 ' SSSO { = I 3180 I 3180 20 2:6(21 74CSZ50 Is i 3 148 43M{ 3 18.164 I '4.100 2535 :310 2275 Z730 I 2x8(2 ! 7HCS230 Is 13118T,-V41 3 1 28.160 I ZO•10d 1 3115 1 -135 1 3255 ! 3.550 10 Zito(Zt 774CS21CO Is 13 118) 8 1/41 1 3 1 38.164 25-'ad °!5 ziai 'S:0 ! .SSD s0 416 ( ;-,cssfi 1 14 i 3 SM i 4 118 1 3 1&16d I 14-I CC 25+5 3310 2275 ! 2730 t0 418 1 7HCS4 . ,s i 3 58) 6 1 3 1 Z3-16d 1 :O•!Od 31:5 :13i .25: ! I55 { 10 4:10 5 4CSs,O i s 13 5M 18 3!4 1 3 1 38-16d I 29.I0C ::a5 ! ii85 '.5:3 j 3550 1 10 I Minimum header thickness is 3". �.Z v4• IN \/ f/ NOTES 1. Allowable loads arc based on National Design Specifications 'orWood Consmic:ion 199; 'Edition including 1993 Errata. _. Design loads are based on Southern Yellow Pine wood species with a saecitic _ravity or 0.:5. Al;owable loads forodke species orconditions trust be adjusted according to the code. 3. Fasteners are common -ire mils for single shear(Two Member Connec:ions) with .AST NI A6 Str.;c:ur_I Steel Grade 33 side plates. s. Normal Design Loads given in the tables are not adjusted for various durations of loading and arc in accordance with ASTM D 1761. 5. Maximum downward load caoacity has already been increased:or a duration load. when :crrnitted by National Cesiga Specifications for wood construction not exceeding ZSIFo. 6. Allowable uplift loads have been increased for wind or earthquake loading. 7. The allowable toad uciitt per:entaees shown. 13395 and 16056.:ctlec: --ur_t:on ,zvors appropriate :or differentbuilding codes as defined in :he Na:ienZl Design Specification for Wuxxl Cons:-uc::un. You the uoiift Ic that is applicable to your buildine arca ucdcr vour go••,ming building code. C HEAVY r—©T!4 c � Y CUTY TRU S HANGER Southeavern .Ketals .1lnrtufacturtlrg Co., Inc. l:r. .�. � ur;aC.t„e �rrt�..EAn♦ CAME :,monn.•rrrc. ffnridd MIX �.-•3. 1.N. +. 5!t?195 MATS SCALE ii-sc AS7M x653 Structural Duality Grace '" (steel) & AS7M A924 (ccatin5) 7FiCS N.%S. ;s Gauge(0.0705'•0.0865') 8 16 Gauge (O.CS 7 3' - 17.0695') 57 of 58 i>w EMCO aw METAL CONNECTORS RAFTER TIE Technical Support (800) SE SPECS - (800) 737-7327 Design Features: - Tie straps meet a variety of application and design load conditions and specifications. • Use when tying rafters to plate, anchoring studs to sill. MAL 0"IVARS [QW$4311 lAS ues�aoc �ytrc�vcE _ framing over girders and bearing partitions. Materials: 14 - 10 gauge galvanized steel �- Footnote: Reference to the alternate fastening schedule ' - page 6. Other lengths and gauge sizes available. See Example for 1•wide x 12•long ratter tle. truss anchor page for lateral loads. Use specified fasteners each side In schedule Installation: Use all specified fasteners each side in listed to achieve values Indicated, schedule to achieve values indicated. See General Notes: 1, 2,3,6 RTP Code Compliance: NEA #510, L. -_ Metro-Dade County Report #95.0818.13 w �. `` FLAT 1" WIDE 14 GAUGE STRAP ALLOWABLE FASTENER TWISTED SIZE PRODUCT GAUGE DIMENSIONS SCHEDULE LOADS WIND/ PER CODE EARTHQUAKE W L NAILS UPLIFT UPLIFT 133% 1W% a i RTPGA88 I t4 1 1 8 I 4-164 605 I 725 1 1001 10 RTPGAS 14 1 10 5-t6d + 755 405 tOtr 12 I PTPGA812 14 1 1 12 1 6-16d 905 I tow 100 1 14 RTPGA814 14 1 14 1 7-16d 1060 1210 100 16 RTPGM16 14 , 1 16 8-16d ( 1210 1450 100 18 RTPCGAS18 fa 1 18 9-164 1360 1635 10% 20 I R713,410 14 1 20 10-16d I 1510 t815 50 24 RTPGA824 14 1 24 12-16d 1815 1950 28 RTPGA&8 14 1 28 ( 13.16d I 19W 1950 50 30 RTPGA830 14 1• 30 13-164 19W 1950 .5ti r 36 RTPGAM6 14 1 36 13-164 1 1950 1— 50 When ordering please specity "F" for flat or "T* for twisted. 1" WIDE 10 GAUGE STRAP Only available flat FASTENER ALLOWABLE LOADS SCHEDULE �. Std PRODUCT GAUGE DIMENSIONS WIND/EARTHQUAKE CODE UPLIFT UPUFT MAILS 133% 160% r X W L 10d 16d 10d 164 _ 12 RTP10812F 1 t0 1 t 12 1 6 1 325 1990 11t0I 1185 1 20 ` 16 RTP10816F 10 1 16 8 1235 T 1315 1480 1580 20 I RTP t=F 10 I 1 1 20 10 ! 1545 ! 1645 1 1850 i ,975 `10 24 RTP10824F ( 10 1 24 12 1 1850 1975 2220 zmrm 28 ( RTP1Ca28F 10 I 1 I 28 1 14 1 2160 1 2305 i 25W 127770 10 32 RTP10832F 1 10 1 1 1 32 1 16 12470 1210 129M 13160 +� 36 RTP1o836F 10 ( 1 1 3s1a 12775 12965 1aas 10 (0744-R-CURRAN RES - T-1 GE ) THIS DWG PREPARLD FROM COMPOILIZ INPUT (LOADS & DIMENSIONS) SUBMIIIIO BY 1HOSS Wk. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 32.90 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I , WEBS 2x4 SP #3 EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. SPECIAL LOADS SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. ---- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.m1.25) TC From 134 PLF at 0.00 to 134 PLF at 15.87 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at 15.87 to 54 PLF at 16.08 BC From 20 PLF at 0.00 to 20 PLF at 16.08 W04 8 8 W2X4(D1) W2X4 (01)':� 'Q e_ _ I I o 0-1-13 U 10 a U00-1-13 *30-0-0 rIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA 1L.1 0-a. I_ 8-0-8 _I_ 8-0-8 I 16-1-0 Over Continuous Support R=176 PLF W=14-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY: 1 FL 4 R - Scale =.375" Ft. **WARNING*- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 O.O P S F R E F R151- -19506 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 O'ON0 FRIG OR., SUI LE 200, MAO ISON. NI 53719), FOR SAFETY PRACTICES PRIOR 70 MM PERFORMING TME SE FUNCTIONS.710X5. UNLESS OTHERWISE SE INDICATED, TOP CHORD SN ALL HAVE PROPERLY ATT ACHED V d T C D L 7.0 P S F DAT E I I/15/00 STRUCTURAL PANELS. BOiT ON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •"�4r�/ "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'SIF -� BC DL 10.0 PSF DRW TIClISR1bI OD.SLDUD/ PRODUCTS. INC. SHALL NOT tlf RESPONSE BIE FOR ANY OEYIATION FROM IMLs DL SIGN; ANY FAIT URE 70 :(`Q LOU IID TME INOSSE S IN C0 NEUIMANCE NI TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANU + V ALPINE BRACING OF TRUSSES. TIIIS OE SIGN CONFORMS WIT IL APPLICABLE PROVISIONS OF NDS (NATIONAL UE SIGN �Oy 3y BC LL O.O PSF NC ENG DLJ/MMA SPf CI FIC A7IUN PURI ISHED BY I AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, AI PINE f CUNNECTORS ARE MADE OF 20GA ASIM A653 GR40 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TU p�• F� TOT.L D. 37.0 P S F S E Q N - 96993 EACH FACE Of TNUS S, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS >��^; --- --- -- - RESPONSIB ROITY SOLEI YT FOR VIL S THE TRUSShl ON COMPONENT DESIGNS DRAWI%r SHOWNES CEPTA7HE SU I7 AB IlITYNCE Of O ANO UNAL ESE IOf ERT HNS i ilr 1 0FRIA•'�� D U R.FAC. 1.25 FR0M KP Alpine Engineered ProducEs,Inc. --- ----------- K COMPONENT FOR ANf PARIICUL AR BUILDING IS THE RESPONSIBII IIY OF THE BUILDING DESIGNER, PER (IainesCiry,Fl. 33k44 AN,I7IPI 1 199+, ,Lcnlx t, RED EN SPACING SEF ABOVE r-, t V (0744-R-CURRAN RES - T-1 ) TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIID DY IROSS MFR. 'OP CHORD 2x4 SP #2 N 110 MPH WIND. 33.18 FT MEAN NGT, ASCE 7-93, CLOSED BLDG, NOT !OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I , WEBS 2x4 SP #3 EXP D. WIND TC DL=5.0 PSF, WIND BC DL-5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W04 W3X5! W 3 X 5 0� 8 8 _ Y 0 6-0 0-6-0 30-0-0 W3X5(BI) W3X8= W15X4 W3X5(B1) . 0� W1 .5X4 B-0-8 i B-0-8 16-1-0 Over 2 Supports - R=595 U=780 W=5.5" R=595 U=780 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL 4 R - Scale =.375" Ft. .*WARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC LL 20.0 0 P S F R E F R151-19509 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INST IT III 1. 583 D-UNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO -.A, PE RFORMING IHE SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 11/15/00 STN UCTURAC PANELS, BDITON CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. —1 1`0NTAN7** fURNISH A COPY Of THIS DF SIGN TO THE IN ST All AT ION CONTRACTOR. AI PINE ENGINEERED '(IF BC DL 1O.O PSF DRW IICUSRl51 00320008 PH INC. SHALL NOT dE RESPONSIBLE f0R ANY DEYlAT10N FROM THIS DESIGN; ANY FAILURE TO Q j� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, $HIPPING, INSTALLING ANO v BC LL 0.0 P S F 11C-ENG DLJ/MMA ALPINE BRACING OF TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •NFV = SPECIEICATION PURL ISHtO BY tHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of By ASTM A653 GROG GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TE Q T O T.L D. 37.0 P S F S EON - 96990 EACH FACE OF IN USS. AND UNLESS UTHERWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER : • -- ---------- DRAWINGS 160 A 7. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �/s::�C OR10P'� D U R.FAC. 1.2 5 FROM K P •.....•• p inn �• RE Sp OMSIdIt TTY SOI EL.Y FOR THE TRUSS COMPONENT DESIGN SHOW N. TME SUI AND USE OF THIS � E FIILII1fRIed P((Yd LLCIS,I na. I01111ONI NI full ANY PARI Trill AR NUII DIME 1s Ii1F Rf,PONSIHiI Ifr Uf IifE B1111 DING Df S16NIR, PFR t ,+REO E��•'• SPAC 1 NG ?4 .0„ f`„ ', t t tl t f t a III (0744-R-CURRAN RES - T-lA ) THIS DWG PREPARED [ROM COMPUILR INPUT (LOADS 6 DIMENSIONS) SUNMIIIIU NY [ROSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33.18 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W3X5 W3X5 0 8 8 r W1.5X4 III T 1-3-11 0-6-0 +30-0-0 W3X5(131) 143X8= W2X4 0 W3X5 = T�..�-0 8 i_ 8-0-8 _1_ 6-10-0LE _1 14-10-8 Over 2 Supports R=602 U-1084 W=5.5" R=499 U=935 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:3 FL 4 R - Scale `*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151—19510 BRACING. REFER TO H18 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTIIUIE. 5B3 D'UNOFRIO UR., SUITE 200, MADISON, NI 53119), FOR SAFETY PRACTICES PRIUR TO ,.�M.I/ryy PERFORMING IIIE Sf fUNCIIONS. UNI ESS 0 "ERNI Si INDICATED, TOP CHORD S11A11 f1AVE PROPS IT Y AT IACHLU i'`' �, TC DL 7.O PSF DATE 11/15/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PH OPERIY ATT AC HEO RIGID CEILING. UUG' p _1 PORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �1 '•� BC DL 10.0 PSF DRW IICUSRl51 00320009 . ,.... PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGN; ANY FAILURE TO N �•.� -_. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND J ; p ALPINE HRACING OF TRUSSES, IVIS DESIGN CONFORMS N1111 APPLICABLE PROVISIONS OF NDS itIPIONAl UE SIGN •lly & i t B C L L O.O P S F HC-ENG D L J/MM A SPE CIF ICAI]ON PUULISIIED BY ff1E AMERICAN FOREST AND PAPER ASSOCIATION) App TPI. AI PINI ,i --- CONNECIONS ARE MADE OF Uy [IT AS IM A653 GEL 40 GALV. STEEL, EXCEPT AS NUTLO. APPLY CONNECTORS 10 p OF �Q TOT.L D. 3 7.0 PSF S E Q N - 96996 EACH ON OF TRUSS, ANO UNLESS 01HEFEWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (n: ' ------ ----- DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C/si:F[QR�QP:•��� D U R.FAC. 1 .25 F R 0 M K P RISPONSiHIT ITY SOI IIY FOR TILE 1HUSS COMPUNEXI UE SI GN SHAWN. TfIE SUIIAB II TTY AND USF UI THIS Alpine Engineered Products,lnC. COMPONENT FOR ANY PARIICUTAR BUILDING IS THE RISPONSIBILITY OF IIIE 41111 UING DI SIGMtH, 1'tH t Ilaines(:Tty,PI. 33844 AN`,1/IPI I1995SECTION2 tkgEOE�,..� SPACING 24.0" (0744-R-CURRAN RES - T-1B ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMII]ED BY TRUSS 141 R. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33.18 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I , WEBS 2x4 SP #3 EXP D. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER — SEMCO THDS26, FILL ALL NAIL HOLES. W4X4$ W3X5 0 � 8 8 r'— W3X5 W1.5X4 III T _ 1-6-0 0-6-0 30-0-0 W3X5(Bl) 143X8= W3X5 W2X4 i 1 I_ 8-0-8 _i, 6-6-8 _I 14-7-0 Over 2 Supports R=591 U=760 W=5.5" R=488 U=620 PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:2 FL 4 R - Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1 - 19511 BRACING. REFLR 10 1118.91 (HANDL TNG INSTALLING ANU BRACING), PUBLISHED 8Y TPI (TRUSS PIA1E IN STI IBES. 583 0'0N 0FR10 OR.. SUITE 200, MADISON, WI 53]19), FOR SAT TY PRACTICES PRIOR TO .."A, ----------- �— PERFORMING THESE FUNCTIONS. UNI ESS IFININNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��Ja�� TIC DL 7.0 P S F DATE 11/15/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _/Y "IMPOHFANT" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. At PI NE ENGINEERED SIF �'•'� BC DL 10.0 PSF DRW tIl:II5k141 00 VOW/ PN UUUCIS. INC. Sit AtL NOI UE RESP UNSIBIE FOR ANY UEVlAl10N FNOM 11115 UE SIGN; ANY IAII IIRI FO _4Q••••• f�� V� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-E N G DLJ/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS W1TN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Nf)V = SPECIFICATION PURI ISHEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AI PINE CUNNE CT ORS ARE MADE OF 20GA ASTM AG53 GR40 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ; �Q T U T.L D. 37.0 P S F S E Q N - 96999 EACH FACE OF IIIUSS, AND UNI ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT URS PER 7 CIA: --- ----- -- DRAWINGS IGD A-I I11E SEA[ ON THIS ORAWING INDICATES ACCEPTANCE OF PRUE[SS10NAENGINt[RING CSS..1 URIIIA-*4A� D U R.FAC. 1 .2 5 F R 0 M KP • HE SPBNSIBII IIY SOI ELI FON 111E TRUSS COMPONENT OESIGN SIIONN. THE SUIT ABit .III ANE) USF BE THIS r (� Alpine EngineeredsCity.F Products Inc. 1)"PliNENl FON ANY PAR IICUI AN UU 1)BE NG IS INE RI SPONSIB II ITV OF IBE BU II I)1 NG DESIGNER, PtR �tY TF9.�•...�G��r _------ rrB1Tl�$clly,r'I. ;3N'I-� AN!.I/IPI I I""', 1.1[I11,N ! �Wy�CI]� /� SPACING ?4.0" (0744-R-CURRAN RES - T-1C ) 1II1S DWG PREPARED [ROM COMPUTER INPUT (LOADS & DIMLNSIONS) SUBMIIIID UY IR(ISS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33.18 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOl BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT 1 , WEBS 2x4 SP #3 EXP D, WIND TC DL-5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W3X5 o --- 8 8 F— W3X5 W3X5 T 1-6-0 0-6-0 *30-0-0 W3X5(Bl) = W3X8= W1 •5X4 III W3X5 i–= W1.5X4 0 l 8-0-8 f_ 6-6-8 _l 14-7-0 Over 2 Supports R=546 U=700 W=5.5" R=537 U=720 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 OTY:2 FL 4 R - Scale =.375" Ft. '•WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOIING, SHIPPING, INSTAIIING AND T C L L 2 0.0 P S F R E F R 1 5 1- - 19512 GRACING. REFER TU N(tl-91 (HANUI.ING INSTALLING ANU .RACING), PUBLISHED BY TPI (TRUSS PLATE __- IxSTllUlf. 503 D'ONOFR10 UR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO _ r.+�W T C D L 7.0 P 5 F DATE 11/15/00 PERf ORMING THESE UN LIONS. LINE ESS OTHERWISE INDICATE., TOP CHORD SHALL HAVE PROPERLY AT TACHED �'•- STRUCTURAI PANELS, B01TOM CHORD SM ALI HAVE A PROPERLY ATTACHED RIGID CEtI LNG. ��.• T ';"IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W II(:IISRibi UDSPUUII PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOt• J,••� .-�_- tlU1L0 INE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND �� BC LL 0.0 P S F Hc-ENG D L J/MMA - ttr F•i ALPINE GRA I, OF FR USSE S. THIS UE SIGN CONFORMS WITH AP PI ER AS PROVISIONS OF NOS (NATIONAL DESIGN i ryN)V = _ SP(CII ICAIIUN PUUIISH[U BY IIIF AMENICAN IORt SI AMU PAPER ASSOCIATION) AMU FPI. AI PINI Z FQ TOT.L D. 3 7.0 P S F S EON 97002 CLIN S TE OF NLCI ORS AXt HADf OF 20GA ASTM AE53 GR AO GAI V. Sltll, EXCE Pf AS NUItU. AP PIT CUN Mf CI URS IU EACH FACE OF 1RUSS, AND UNLESS OIMERWI SE LOCA TEO ON THIS DESIGN, VUSf110N CON NECTURS PER 1{�(V�� - - -- -- -- ---- ------ ------- DRAWINGS If, A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =s�C�n• R�0R10P:'tV� D U R.FAC. 1 2 5 FROM K P Nt SPIINSIO Il 11Y SOt kIY FON IIIF TNIISS COMP(INE NI DESIGN SHOWN. THE SIIIIAl1111TY AND VSE llF )Ills t C� •'•••••• r Alpine Enginccrcd PrOdIICIS,hlc. 4 GAF — ----- --- IIHIIICs��IIy,I'I. ;j$"I'� CU MI'IINI NI fON ANY PANIII:OI AN tlll 11111 NG I1 flit NI SPIINSIUI/I IT of lilt If ILII IIINfi III SIGNIN, I'IH +.,BRED EN/ SPAIN NG 11 0" AN'..1/1 P I 1 1'i Y'i ':A 1:1 10N !. lI Itt 11, t I k , t t (0744-R-CURRAN RES - T2-H1 ) THIS DWG PREPARED FROM COMPUIER INPUT (LOADS 8 DIMENSIONS) SOBM111ED BY (ROSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33,31 F7 MEAN HGT, ASCE 7-93, CLOSED 8LUG, N01 BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4,50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT 1 , WEBS 2x4 SP #3 EXP D, WIND TC DL-5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W4X4 ir-- W3X5 i-- W1 .5X4 III nI W3X5-i 8 F- 6-1-5 T 0 6-0 — 30-0-0 W3X5(81) = W3X8 W1.5X4 /i W3X3= 1.I0 8 I_ 8-5-0 _I_ 6-5-8 _I 14-10-8 Over 2 Supports R=602 U=760 W=5.5" R=499 U=830 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:I FL 4 R - SCd1e =.375" Ft. -WAR N ING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF R E F R151 - -19513 BRACING. REFER TO 1118 91 (HANOIING INSTALLING AND BRACING), PUBLISHED BY TPI !TRUSS PIATE IN:,1111111, SI{7 D'UN0I N III LIR., :.11111 100, HAOISUN. NI 5]119), f0R SAI EIY PRA(:11 I PRIOR 10 -------------------n Pk N1 ONMING 111t Sk CUNCI IONS. UNIkSS OIIICNWISk INU%A 11), IUP GI 111 SII All t1AVt PHUPtHIY AIIAI.IItU ��~� I C UL I.D PSI DA I L 1 1/15/01) STRUCTURAL PANELS. HO TTOH CHORD SHALL HAVE A PROPERLY ATIAC HED RIGID CEILING. ':IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTAILAT ION CONTRACTOR. ALPINE ENGINEERED VV p C D L 1 0.0 P S F D R W 11CUSkIS1 DO��DDI1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGN: ANY FAILURE[I URE TO �) BUILD THE TRUSSES IN CONE ORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INS T AL I LNG AND �VQ1'� l 7ALPINE BRACING OF TRUSSES. THIS OE SI GN CONFORMS NITM APPIICABtE PROVISIONS OF NOS (NATIONAL DESIGN V {+ B C L L 0.0 P S F H C-ENG DL J/MMA SPCCIFIC AI l LIN PUB[I$IIkD BY SI AHERICAN FOFEE AND PAPER ASSOCIAt ION) AND TPI. AT PINE 1 TOT.L D. 37.0 P S F SEA N - 97005 CONNtCIURS AR MADE UT 2UGA ASIM A653 GK40 GATV. S1LEE, EXCEPT AS N01E0. APPLY CUNNECIURS TO A It EACH FACE OF EN USS, AND UNItSS OIHERNI St LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1�(�YY� S TE bQ ---- ---------------- OF DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y�V� .��ORIQ����V D U R FAC. 1 .25 F R 0 M K P RESPONSIBLE ONSIdII IIY SOI kIY FOR THE TRUSS CO MP ONENI DESIGN SHOWN. TNF 5UI TABIIITY AND USE OF 7HlS S ......... � „ Alpine Engineered Products,Inc. COMPONENT FOR ANY PANTICUI AR BU It 01NG IS THE Rk SPONSI0ILITY OF THE BUILDING DESIGNER, PCR 4�' V\ ilalnes City,F1. 33844 ANf,111PI 1 1991 s[0 1GN > ti,,�HED EN,r SPACING 2 4.0" It I It t It I i � (0744-R-CURRAN RES - T2-H2 ) 11115 DWG PREPARED I ROM COMPIIII R INP111 (LOADS 8 DIMENSIONS) SIIBMI I II D BY MISS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33.97 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT 1, WEBS 2x4 SP #3 EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W4X4 W4X4 W3X5 8 F 7-5-5 TIn 0-6-0Li 30-0-0 W3X5(B1) W3X8 W1.5X4 f W1 .5X4 III � 10-5-0 _I_ 4-5-8 J 14-10-8 Over 2 Supports — R=602 U=750 W=5.5" R=499 U=940 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 OTY: 1 FL 4 R - Scale =.375" Ft. •'WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANOI ING, SHIPPING, INSTAL IING AND T C L L 20.0 PSI R E F R 1 5 1 - - 19514 BRACING. REFER 10 1118.91 (HANDLING IRSIALLING AND BRACING), PUBLISHED BY TPI (1RUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED TC D L 7.O P S F DATE 11/15/00 STRUC7UR AI PANELS, 80SH M CHLIRU SH All NAVE A PR OPERIY ATT AC HEU RIGID CEII LNG. .\�,.• �• _ "IMPOIX FAN'" fUkt SII A 1IOYY Of 11111 UL SIGN IU I'll INS'AELATION CONIRACIOR, ALPINE INGINtl NID V BC Dt. 1O.O PSF DRW II(iriwII (101/t111I 1 PRODUCTS. INC. SHALL NOT OE RESPONSIBLE FOR ANY UEVIAT I ON FROM III IS UL SIGN; ANY FAIIURE IU DO IID EHE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSULLING AND + B C L L 0.0 P S F H C-ENG DLJ/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN +N�V =+ SPECIFICATION PUOIISIIEU BY TME AMERICAN PURES[ ANO PAPER ASSOCIATION) ANO TPI. AIPINk J T O T.I_D. 3 7.0 P S F S E A N 97008 CON NECiORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. SIE EL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHER ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER T�(t S OF •Q --- ---- ---- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "C •..Fl 0R1�p;r•w O U R.FAC. 1 .25 F ROM K P Rf SPONSIO It TTY SOI EIY FOR TIIF TRUSS COMPONENT DESIGN SHOWN. THE SUIlAB T1.TTY AND USE OF THIS S�s Alpine Enginccrcd Products,61c. J G\ — - --------- - ------ EIUiflesLil ,l'1. 338'-4'-I �.IIMVUN)NI TUR AN/ YANIIIIIIAN I11111UING IS flit NISPUNSIBIIIIY UI IIIL NUl1IIIN6 Dl SII;NI R, PIN �t�gC'f{ EN� SPAC[NG L4 .0" _ Y _ AN_Irrrl 1 199, ':,L�.I11,N 2._ —�••...•r_ V — -- ,-- — V t 11 t t Il t It It t (0744-R-CURRAN RES - T-3 ) 1111S DWG PR[PARLI) IRUM CUMPUILIt INIM I (I DADS 8 DI MLUSIONS) SDOMIIILD 11 IRUSS Ml it. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 32.47 FT MEAN NGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT 1 , WEBS 2x4 SP #3 EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= 8 8 r T2 W3X5 0 W 5 X 5 T 1-2 5 0-6-0 U +30-0-0 W3X5(B1) W3X8im W WI .5X4 III 1 .5X4 III I 5-11-0 _I_ 4-10-8 _1 —10-9-8 Over 2 Supports R=453 U=590 W=5.5" R=346 U=440 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 OTY:4 FL 4 R - Scale "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20 0 P S F R E F R 15 I - -1 9 5 1 6 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAIE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO _.MM�•�•�Mr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAYE PROPE RIY ATTACHED Pte`' L T C D L 7.0 P S F DATE 11/15/00 STR UC TURAI PANELS, 60 TTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. V�•••••.,'� "'I MPUH]ANT" fU0.NI SN A COVY OF THIS DESIGN 10 THE INS TALI ATION CONTRACIOR. ALPINE ENGINEERED Ss` Q'`IF�C BC DI. 10.0 PSF DRPJ II(.IItiR1`/1 0047 DO1h PN UIIU`i S. INC. SHAII NUI BE Rt SP 0ll IBII FOP ANY UEVIA11lIN IRUM III IS UESIGN; ANY IAII HitI IU BUILD FILE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND v BC LL 0.0 P S F IIC-LNG DLJ/MMA ALPINE BRACING Of TRUSSES THIS DESIGN CONFORMS MI IH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN •L 1V }Z} SPECIFICATION VUBIISHED BY IME AMERICAN FOREST AND PAP E0. ASSOCIATION) AND TPI. ALPINE i� TOT.L D. 3 7.0 P S F S E O N - 97014 CONNECTORS ARE MADE OF 20GA ASTM A653 G0.40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECT ORS TO A'. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS' �. •�/ -- DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��Sf•y l 14 0P' D U R.FAC. 1 .25 FR0M KP RE SP II IIY SOLELY FOR THE TRUSS COMPONENT DESIGN SMOWN. THE SUITABILITY AND USE OF THIS Alpine Engineered Products, COMPONENT FOR AMY PARLICUTAR BUlIDING IS THE RESPONSIBILITY OF 111E BUILDING DESIGNER, PER • FpED ENS' SP AC 33844 Ax,1 TPI 1 199. .Icrvx2 r.,....,•,•w''� SPACING 24.0" (0744-R-CURRAN RES - T3-H1 ) THIS DWG PREPARED FROM COMPLIUR INPUT (LOADS & DIMENSIONS) SUBMIIII.0 DY IRuSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 34.18 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I , WEBS 2x4 SP #3 :W4 2x4 SP #2 N: EXP D, WIND TC OL-5.0 PSF, WIND BC DL=5.0 PSF. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W5X5= W1.5X4 III W1.5X4 III 8 r (A) 7-10-5 W4 W3X5 0 T 0-6-0 30-0-0 W3X5(B1) W3X8= W1.5X4 Ili W3X3;m 1 -8. I, 11-0-8 2-9-10 J LE 13-10-2 Over 2 Supports J R=564 U-700 W=5.5" R-460 U-960 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL 4 R - Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151 - 19517 URACING. REFLR TO Hltl 91 (HANDIING INSLALL NG AND BRACING), PUBLISHED 8Y TPI (TRUSS PLATE _ INSTIIOIE, 583 IT NOFRIO UR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PH T OR 10 PINIONMI.G iNESt FUNCTIONS. UNLESS 0INERNISE INDICATEO, TOP CHORD SHALL HAVE PROPERLY AT ACHED TC DL 7.0 P S F DATE 11/15/00 STRUC T UR AI PA LS' HOTTO CH OND SMALL HAVE A PROP ERLY ATTACHED RIG IU CEILING. ,`�L•��/ •'IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V /j/ B C D L 1 Q,Q P S F D R W IICIISIt1hL DO S2DD1U PNODU'I S. INC. SII AI I. N01 BE RE SPUNSIBLE FOR ANY DEVIATION FN OM THIS UE SI GN; ANY fAll.URE TO �'�t IF1�••••• BC LL 0.0 PSF HC ENG DLJ/MMA BUILD THE TRUSSES IN CONFORMANCE NITN TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND rV� _ � ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS N1 T11 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECif IC ATIUNPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _•CONNECTORS ARE MAGE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO fjv F TOT.L D- 3 7.0 P S F S E A N - 9 7 0 1 7 EACR FACE OF TRUSS, AND UNLESS OTHERNI SE LOC AIf0 ON THIS DESIGN, POSITION CONNECTORS PER TE OF - ORAWINGS 160 A I, THE SLAI UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C��-A ORI�P r�k, D U R.FAC. 1 .2 5 FROM K P Alpine Engineered Products,Inc. Nt SPONSIIII11IY SUI ITY TOR lilt TRUSS COMPO NEMI DLSIGN SHOWN. THE SUITABILITY AND USf OF IH IS M1 tSr �\ _, •...... Ilaiues City,FI, 13844 OMPONtNI TOR ANY PARIICUTAR HOIIUING IS [HE HISPONSIDIIIIY OF lilt BUILDING DISIGNIR, PIR � pFp EN,r SPACING ?4.0" AN':I/I P I 1 199', '.1 is I I l,N ! If t t t It t t i t, , (0744-R-CURRAN RES - T-4 REV ) NIS DWG PRIPARtD FROM COMPUIER INPUI (LOADS 8 DIMENSIONS) SUBM111H) By IRIISS MIR. TOP CHORD 2x4 SP #1 Dense :T2 2x6 SP #1 Dense: 110 MPH WIND, 34.44 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x8 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT 1 , WEBS 2x4 SP #3 EXP D. WIND TC DL-5.0 PSF, WIND BC DL-5.0 PSF. TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC ATTIC ROOM FLOOR LOADING: LL — 40.00 PSF; DL = 10.00 PSF; FROM 11- 3- 4 TO 23- 3-12. W5X5 W3X5 III W5X5 T2 W3X5 III W3X5 0 LW3X5 8 r —� 8 7-3-15 W3X5 W3X5 W5X5(A1) = 12-0-8 W5X5(A1) 0-6-0 0-6-0 h30-0-0 rl W1 .5X4 III W3X5= W6X12 = W5X7 = W3X5 =W6X12 W1 .5X4 III W5X7 1-D8 I Da 11-10-0 I 10-11-0 I 11-10-0 34-7-0 Over 2 Supports I R-1421 U-1080 W-5.5" R=1421 U=1080 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 QTY: 11 FL 4 R - Scale ^WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 2 0.0 P S F R E F R1 5 1- -19532 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 U'ONOFRIO UR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO .,,��rrgy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `T�"`. TC DL 7.0 P S F DATE 1 1/15/00 STHUCTUR AL PANEI S, BOTi OM CN ORD SHALL HAYE A PROP THEY AT TAC ED RIGID CEILING. 1 A,4••;:;'7�/. "IMPORIANI'• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED !!!! ••'•.'ry BC DL iD.O PSF DRW II(.IlSltlSl (111.4�11(LiI OR UOUCIS, INC. SHAIt. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM INIS DESIGN; ANY tAIIURE 10 BUILD ;HE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SIII PPING, IMST AILING AND •�7 !� p ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN *NV f=# BC LL 0.0 PSF HC-ENG DJ/MMA SPECIFICATION PUBLISHED BY TETE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'p iQ TOT.L D. 37.0 P S F S E A N - 9 7 0 3 7 CONNECTORS ARE MADE OF 20GA AS1M A653 GN RO GAL V. SIEEI, EXCEPT AS NOTED. APPIY CONNECTORS IU tttt EACH FACE OF TRUSS, ANU UNLESS UItIERWISE IOCAiED ON THIS DESIGN, POSITION CONNECT ORS PER t(n: ---- -- ----- -- -- ----- ------------ DRAWINGS 160 A Z. THE SEAL ON 11 W DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .{{C�s•;F(0R1pP: O U R.FAC. 1 .25 F ROM KP RE SP ONSIB II IfY SOLELY EOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS rC•.•11 Alpine Engineered Products,[tie. COMPONENL FOR ANY PARTICULAR BU IE DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, NEA tisi p N Haines City,Fl, 33844 ANSI/IPI 1 1995 St CTION 2. +ti,, ED I SPACING 16.0" (0744-R-CURRAN RES - T-5 ) 11115 DWG PREPARLD IROM COMPUILR 1NPU1 (I DADS 8 DIMtNSIONS) SHIM IIIH) BY IRUSS MIK. TOP CHORD 2x4 SP #1 Dense 110 MPH WIND, 34.44 FT MEAN HGT, ASCE 1-93, CLOSED BLDG, NOt BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAI 1 , WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 s W1.5X4 III W5X5 W3X54 W3X5 8 r W5 (A) (A) (A) 8 W1.5X4 1114 W1.5X4 III W5X5= W7 W5X5 J 5 5 `— —' 5 5 L- 0-6-0 0-6-0 *30-0-0 W3X5(Bl) _ W5X8= W5X5 W5X5 s-� W3X5(B1) 1 0 8 -r 16-4-6 I� 11-10-0 _I_ 10-11-0 _I_ 11-10_-0 _J ftF 6 or 7-10-9 T 8-0-5 T 7-10-15 T - 7-9-3 Il e DI 34-7-0 Over 3 Supports R=408 U=710 W=5.5" R=1756 U=1830 W=3.5" R=395 U=690 W=5.5" F� PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:5 Ft_ 4 R - Scale =.1875" Ft. WARNING,•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTAIIING AND T C L L 20.0 P S F R F F R 1 51 - 195 1 9 UNACING. NkFLN IU IIID 'JI (HANU1 ING INSIALLING ANU BRACING), PUBIISIIED BY TPI (IXUSS PIAIL INSTITU it, 5B3 U'UNUFRIO UR.. SUITE 200, MAD ISDN, WI 53719). FOR SAf LJY PRACIICIS PRIOR 10 M Pt RFORMING ITTE St FUNCTIONS. UNI ESS OTHERWISE INDICATED, TOP CHORD SHAH HA YE PRUDE R L Y At ACHED c �ue'A TC DL 1.0 P S F DATE 11/15/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. • r� •'IMPORTANT^ FURNISH A COPY OF THIS DESIGN f0 TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED '/ B C D L 1 0.0 P S F D R W IILUSKIb1 OU32O01b PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Of SIGN; ANY FAILURE TO lFic••'•��j ------ BUI1D THE IRUSSFS IN CONFORMANCE NIIl1 TPI: OR FABRICATING, HANDLING, SHIPPING, INSIAIIING AND = B C L L 0.O P S F LIC-L N G DLJ/MMA ALPINE BRA<ING OF IN USSES. (1115 DESIGN CONE UR MS N1111 APPLICABLE PROVISIONS OF NDS (NAT TUN AI DESIGN �I1V =+ _ $PLC II ICAfION PUUI ISNf II BY IIIF AMERICAN FORE SI AND YAPEN ASSOCIATION) ANU TPI. ALPINE A; Q �Q T 0 T.L D. 37.0 P S F S F Q N 97024 CU kCIONS ARE MADE OF IDEA ASIM A653 GHIO GAI Y. $It EI, tXCEPI AS NOIt U. APPLY CDNNF CI UNS IU ,7 EACH FACDRAWING 5E Uf TRUSS. AND UNLESS OTHERWISE tOCATEO ON THLS DESIGN, POST,ION CONNECTORS PEN ;r(Y ----""—"--"-"-- — RESPONSIU IIGIiY SOLELYTHE FOR STHE OiRUSSTHIS COMPONENT DE DS IGNTSHOWNCEPT AIME OSUITABIL ITYOANO USE IUFENIING 's<'Y/ir...�URI�P ,�� D U R FAC. 1 .2 5 FROM K P Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 'rFRED ANG HmnesCity,Fl. 33844 AN,IYTPI 1 I99S '-i(-TION 2 '� X SPACING 24.0" :, . , t (0744-R-CURRAN RES - T5-H2 ) THIS DWG PRLPARED IROM COMPOIER INPDI (IOADS & UIMLNSIONS) SDBMIIIt1) BY IRIISS Mt R. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33.83 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 145X5= W3X5 m 143X5 mi W5X5 143X5 o, W3X5 0� 8 r � (AXA) e W1.5X4 III W1.5X4 III W5X12 = W5X12 = 0-6-0 0-6-0 30-0-0 W3X5(B1) W3X5(R) III 145X5=— W5X5 E W3X5(B1) Ie0 84 1-�r 16-4-6 —I L 10-0-0 14-7-0 I 10-0-0 11 6 oT 7-10-9 T 8-0-5 T 7-10-15 �f 7-9-3 11 e Q 34-7-0 Over 3 Supports R=452 U=750 W=5.5" R=1667 U=1720 W=3.5" R=440 U=740 W=5.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:1 Fl_ 4 R - Scale =. 1875" Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R151 - - 19520 BRACING. REFER TO HIB-91 (UANUL;NG INSTALLING ANU BRACING), YU BASHED BY TPI (111155 PLAIT 1X571 IU lf. 583 D'UXOf R10 1) 5UJ TE 200, MADISON, WI 53719), FOR SAFETY PR ACTT CiS PRIOR IO ��'� -'-"----`------ -_"-----�- PERFORMING THESE I NC110N S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '•�` ` T C D L 7.0 P S F DATE 11/15/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIG10 Cf]IF G. '•IMPOR TAXI"` fUNNISH A COPY OF PHIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I ti BC Dl. 10,0 PSF DR 1d IICIIIh SRl 00P0029PRODUCIS. INC. SIIALI. NOT BE RtSPUNSIBIE FUR ANY DEVIATION FROM THIS DtSIGN; ANY FAILURE IU _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 011 FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L O.O P S F HC-ENG D L J/PIMA ALPINE B11AGING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN #Af V I = SPECIE ICAiI UX PUBI1SJ1fD 8Y 7HE AMERICAN FORE57 AMD PAPER ASSOCIATION] ANO TP7, AL Pi Nf CONNECTORS ARE MADE Of ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECIORS TO ! oF F t T 0 T.L D. 37.0 P S F S E A N - 97027 7EACH FACE OF TRUSS, ANU UNLESS OTHERWISE tUCAT fO ON THIS DESIGN, POSITION CONNECTORS PER -- ------- DRAWINGS 160 A Z. III, SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINIER LNG 1V/s1'•. QR,Q�' D D R.F A C 1 2 5 F R O M K P Alpine Engineered Products,Inc. RE SP ONSIHIL I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAD ILITY AND USE OF TIIIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING OF SIGNER, PIR FpED E-N�' ilamesCily,Fl. 33844 ANSI/IPI 11995 SFCTION z �*.,,, SPACING 24 .0" IF t t i # Ii i I t i i t I i t t t t I (0744-R-CURRAN RES - T5-Hl ) THIS DWG PREPARED FROM COMPHIER INPUT (LOADS & DIMENSIONS) SUBMIIItD BY IRUSS MDR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33.17 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I , WEBS 2x4 SP #3 EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 145X5; 143X5 Wl.5X4 III W3X5= W5X7 143X5% VW3X5 0� 8 r (A) --I 8 143X5 141.5X4 III 145X12 —' 5 5 L— V/ 0-6-0 W3X5 0 6 0 *30-0-0 W3X5(B1) = W5X7 = W3X5 i—= W3X5= W3X5(B1) W3X5 W5X5 1-0-8 1 0 8 I� 8-0-0 _i_ 18-7-0 ,I 8-0-0 _I 11-6-01 7-10-9 T 7-10-9 17-3-14 34-7-0 Over 2 Supports -� R=579 U=1600 W=5.5" 0 R=123 PLF U=165 PLF W=16-0-10 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:l FL 4 R - Scale =.1875" Ft. NARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R 1 5 1 - -19521 BRACING. REFER TO HIB 91 (HANOI TNG INSTALLING AND BRACING), PUBLISHED BY TPI (TNUSS PLATE INSIIIIIik, 5B:1 U'IIN DI NIO LIR.. SUI IE 200, MADISON. NI 53719), FOR SAf,L TY PR ACIICES PRI UH 10 �/• �~� IC DL 7.0 PSI- DA I E 1 1/I S/OO PLRI UNMING ILII SL IOwn IIINS. UNIESS UIIII NXISE INUICAILU. IUP CHURU SHAH IIAYL PROPE NIY AlIA':lll.11 STRUCIURAL PANELS, BOTTOM CII URD SHALL HAVE A PROP REY ATTAC NED RIG IU CE II ING. J •••••. -- '•IMPORTANT" FURNISH A COPY Of THIS UESIGN TO THE INSTALLAtION CONTRACTOR. ALPINE ENGINEERED tlFl�'••_�_ BC DL 10.0 PSF DRW IIC(ISItIb1 0017OOI/ PRODUCTS. INC. SII AIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UESIGN; ANY FA II URE TO �',.`L� J�tr ------.----------------------- BUILD THE TRUSSES IN CONFORMANCE NITN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + V_ B C L L O.O P S F H C-ENG DLJ MMA E,Z ALPINE BRACING Of TRUSSES. THIS DESIGN COXFONMS NITH APPLICABLE PROYISIOXS OF NDS (NATIONAL DESIGN # jov j SPEC If IC AT ION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. At PINE �Q T 0 T.L D. 37.0 P S F S E Q N - 97030 CUNNEC.TORI ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9'. EACH FACE OF TRUSS, AND UNIESS UIIIERNISE LOCATED ON THIS DESIGN, POSITION CONNECT ORS PER tCS '�„•R�aP ��l D U R.FAC 1 .2 5 F R 0 M K P DRAWINGS 160 A-!. TILE SE AI UN THIS OR ANING INDICATES ACCEPTANCE Oi PR PROFESSIONAL AL ENGINE ENING / Alpine Engineered Products,Inc. RE SPONSIB II IIY SOLELY fOR THE IRU COMPO HENT DESIGN SNONN. THE SUITAU IL ITY AND USE l)F (Ills t I Iai1les City,I'I. 13844 I:(INFO NI NI fOR ANY PAR111:111 AN BUILDING IS THE Hf SPU NSItl Ii IIY UE III[ BUILDING IIF SI GNf R, I' R �,AED EN• SPACING 24.0" AN IIIPI 1 19'1', 'A 1,11'IN 2. ,,.w f „ 11 t i f t t t t i t i t , (0744-R-CURRAN RES - T6-H1 ) TIIIS DWG PREPARED IROM CUMPU1iR INPUI (IOADS & DIMINSIIINS) SUBMI1111) BY TRUSS MIR. TOP CHORD 2x4 SP #2 N SPECIAL I (IADS BOT CHORD 2x4 SP #2 N ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at 0.00 to 54 PLF at 24.00 BC From 20 PLF at 0.00 to 20 PLF at 24.00 110 MPH WIND, 25.17 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT TC 165 LB Conc. Load at 8.06, 10.06, 11.94, 13.94, 15.94 LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, BC 500 LB Conc. Load at 8.00, 15.94 EXP D, WIND TC DL-5.0 PSF, WIND BC DL-5.0 PSF. BC 72 LB Conc. Load at 10.06, 11.94, 13.94 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7 W1.5X4 III W 5 X 7 W3X<,� W3X5 0- 8 —1 8 W1 .5X4 III W1.5X4 III 0-6-0 U U 0-6-0 9-0-0 W 5(81) W3X5(B1) = W3X5= W5X7- W3X5= W3X5(R) III 1 0 0 W3X5(R) 111 1 0 0 H I_ 8-0-0 8-0-0 1 8-0-0 fF 24-0-0 Over 2 Supports j R=1909 U=2170 W=8" R=1907 U=2170 W=8" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.20 QTY:2 FL 4 - E Scale —.25"/Ft- -WARNING— .25" Ft.•WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151 -19729 URACING. REFER TD HlB 4V (HANDLING INSTAtIING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSIITUTL, 583 D'ONO FRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACfICES PRIOR TO PERFORMING THESE FUNCIIDNS. UNLESS OTHERWISE INDICATED, 10P CHONO SHALL HAVE PROPERLY ATI AC HED ` . M �j TC DL 7.0 P S F DATE 11/15/00 STRUCTURAL PANELS, BOTTOM CN ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ?' [IPTG., •'IMPOR TANI•• FUNNI SII A COPY OF TIIIS UE SIGN TO TIIF INST AI.I AT ION CONTRACTOR. AI PINE ENG INEERTII �'� q,-- BC DL 10.0 PSF DRIB IICIISItl51 (MV0015 PN UUUCIS, IMI:. SIUIf NUI Bt Rt SPONSIUIL FUR ANY UEVIAl10N FROM TIIIS DESIGN; ANY IAII URI 10 X427 tF (, --.----. ---------------------- HUILD THE TRUSSES IN CONFORMANCE 11111E IPI; OR FABRICATING, HANDLING. SHIPPING, INSTAIIING ANTI N1.0 B C. L L 0.0 P S F H C-E N G MRM/D R ALPINE BRACING OF I USSES. THIS UE SIGN CONFORMS WITH APPLICABLE PROWISIONS OF NDS (NATIONAL DESIGN L' * _ SPf CIFICOT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7l IE S CDNNECIORS ARE MADE OF ZOGA ASIM A653 GR40 GAL Y. STEEL, EXCEPT AS NOTED. APPLY CUNNECTORS TO TA OF T 0 T.L D 37.0 P S F S E Q N - 9 7 1 2 5 EACH fACI OF TNUSS, AND UNLESS OTHERWISE IUCA TED ON THIS DESIGN, POSITION COWNEC TORS PEN —— 0RAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 591, 0 R10-V� D U R.FAC. 1 .25 FR0M KP RE SPGNSiBIIiI'1 SOI LIY FOR 111E 1RUSS f_OMPONENI UCSIGN SHDWN. Tt1E SU4TA8ll TTY ANO IISf LIF T11I5 .c V_ _ Alpine EngineeredProduclS,111C. ,:UHPGNENI FUN AN PARII,R III UUII DING I' III[ 0.ESPUNSI8IIIIY OF THE SUITARit: TV AN IT PTN �" •••• � 24.0" -- --- -,_�--- Ilaines0q,Pl. 33844 AN.17rPI 1 1955 .1PART1 2. XINAI.E SPACING ,' t t 1 _ (0744-R-CURRAN RES - T6-112 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUB111111D BY IRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I , WEBS 2x4 SP #3 EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4; W5X7 W5X9�i W 5 X 9 8 (— —1 8 0-6-0 0-6-0 9-0-0 W3X5 B1 W1 .5X4 III W5X12 = W3X5 = W1.5X4 III \ W5(B1) ( ) W2X4 0 1 0 0 W2X4 4i •.cy — I— _ 10-0-0 _t_ 4-0-0 t_ 10-0-0 IE 24-0-0 Over 2 Supports R=888 U=1085 W=8" R=888 U=1085 W=8" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 OTY:2 FL/-/4/-/E/-/- Scale ••MANNING•• INIIVA'. RI OIL IAI IXIAIME f.ANI IN fAMR ICAfI(IN, HANDLING. 1wVPING, INSIAtIING AND TC 1.L. 20.0 PSF RI f 8151 19730 U 11 ACIhC. NLIfN IU IIID ')1 (HANDI TNG INSIALI TNG ANTI UHACINU), PUUI ISIILLI UY II'I (INUSS l'I AIL INSTITUTE, 5163 U'UNOFRI10 OR., SUITE 200, MADISON, NI 53719), FUR SAFETY PR AC7I CLS PRION 10M. - - " PERFORMING THESE FUNCTIONS. UNI ESS OTHERWISE INDICATED, TOP CHORD SHAH. IIAVE PROPERLY ATTACHED T C D L 7.0 P S F DAT E 11 15/00 STRUCTURAL VANELS. UUIIOH CHORD SHALL HAVE A PROPERLY ATIAC HEU RIGID CE II TNG. �p•'(IFIL IMPUH IANI•' FUNNI SU A CUP! OF 1HIS DI SIGN TO THE IN S T All ATION CONTRACITIR. At PINE ENGINFF RtP \ �{J A�' ! 3`: BC Dt_ 10.0 PSF DR 14 D(usRl >1 oowoiM PHODOI,1 A INII. HUII NO UE RI SPIT NSIOII TOR ANY TIE Y I AI I(/N INUM III11 LII SIGN; ANY IAII II IiI III EN�T�� HIIILU IH' IR USSfS IN CUNIURMANCE WITH IPI; OR fABRICATING, HANDLING, SHIPPING, INSIAI I.ING ANU 'Tlv :•�I : A ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS NIT" APPLICABLE PROYISIONS OF NDS (NATIONAL DESIGN * * B C LL O.0 P S F HC-ENG hiR M/D R SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CUNNECIORS ARE MADE Of 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NO1ED. APPLY CONNECTORS TO TA OF ; T 0 T.L D. 3 7.0 PSF S EON - 97128 7EACH FACE UE' TRUSS, AND UNILSS UIHERNI SE 10CAT ED ON THIS DESIGN, POSIT T UN CONNECTORS PER ' A �•.•� DRAWINGS 160 A-7. TILE SEAT ON [HIS DR ANI NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •• `O R`0•• D U R.FAC. 1 2 5 FROM K P Alpine Engineered Products,Inc. RI SPONSIBII ITY SUL LLY fOR IIIE INUSS CUMPD Nf N[ DF SIGN SHOWN. TILE SUITABILITY ANU USE OF I"IS Ilnines Cily',PI. 33814 CItl4'ONINI fUN ANV PARF1011 All UUTIDING IS 101 NE SPUNSIaIIIII OF IH[ aOIIDING OfS[GNIR, PTN �ONA1 SPACING 2 4.0" AN'.1/IPI I ITO, '.I,.I II.N (0744-R-CURRAN RES T-6 ) MIS DWG PREPARED IRUM cUMI'UILR INPUT (LUAUS & DIMINSIUNS) SUBM111111 HY IRIISS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I , WEBS 2x4 SP #3 :W3, W4 2x4 SP #2 N: EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W4X4 2 8 F— W4 —1 8 W3 (A) (A) W3X5(B1) = 0-6-0 0-6-0 +9-0-0 W3X5(B1) = W5X5= W3X5= W 2 X 4 0� 1 0 0 W2X4 % I O U L 12-0-0 I 12-0-0 I IF 24-0-0 Over 2 Supports J R=888 U=1143 W=8" R=888 U=1143 W=8" PLT TYP, Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:3 FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES RFUUIRF I11RfMl CARE IN FABRICATION, HANDIING. SHIPPING, INSIAItING AND T C L L 20.0 P S F R L F R151 - -19731 tlNACING. REf[N LOU IIIB '!1 (HANDLING INSIALIING AND BRACING), PUtll.IS11LD BY IPI (TRUSS Pt Alt INSI1TUIt. 5B"3 D' NOFRIU UR., SUITE 200, MADI5DN. WI 53719), FUR SAF t TY VRA CT ICfS PR ICIR TU r PLRFURMING THESE fUNCT10NS. UNLESS UIHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACIILD T C DL .O P S F DATE 11/15/00 STN UC T URAL PANELS. HOITUM CHORD SHALL HAVE A PROPS RIY ATTACHED RIGID CE IE ING. •'{jFIC "I I'fT TANI" fURNISII A COPY Of 11111 UI SI GN TO T11E INSIAIIAIIOR C.ONTRACION. AIPIN[ INGINIIRfII �,•� •9j:•:F� BC pI. 10,0 PSF DRIJ uE.utiltl!�I off17D(1+/ PRODIA.IS, IMC. SHAH NI/I Bt NI'PI N!'.' fOR ANY LHVIAIION IRON IIIIS DESIGN; ANY IAll OR[ Ill p ---------.----------- YALP I NE """° TILE INUSSCS IM CONI ONNANCF NII11 TVI; UR fABRIf,ATINf,, IIANDIING. SHIPPfNG, INSIALIING ANU j 4�L(—/,rvyYi,�•^�'':1 BC LL 0.0 PSF HC-ENG MRM/DR BRACING OF INUSSES. IIIIS UE SIGN fICA OR MS WIIA APPLICABLE VCNOWIISEATIOONS Of NDS (NATIONAL UC SIGN 1• �! 1 G la SPECIFICATION PUBL]SHED by TI{E AMERICAN FOREST ANU PAVER ASSOCIATION) ANU TPI. ALPINE 7� TOT.L D. 3 7.0 P$F S E Q N - 97131 CUNNELTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EICEP T AS NOTED. APPLY CONNtCTORS TU TA OF �� EACH fACE OF TRUSS, AND UNE ESS OTHERWISE LOCATED I TRIS DESIGN. POSITT 0N CONNECTORS PEA •;'�' OR 1QP�► D U R.FAC. 1 .25 F R 0 M K P DRAWINGS 160 A 1. THE S[AI UN THIS DRAWING INDICATES ACCEV T ANC' OF PR OF E SSIUN AL ENGINEERING Alpine Engineered Products,Inc. ?ESPGNS IB It IIr SOL EIY fOR illE TRUSS f,UMVO MINT DESIGN SHOWN. THE SUITABILITY AND USE OF IMIS •• I Tal Iles City,FT 338-14 "fif'( 1f NI f"R ANY PAR111.I11AR HUIIDIIIG 1% TOT RFSPONSIHIIIff DI TUE BUILDING DESIGNIR. PFR ss/QNA1. SPACING 74.0" ANA/I P I I I','/'' '.I,.I['41 (0744 R CURRAN RES 11'3" HIP JACK T6 ) III],,) DwG MLINrtrD Al-, ..uMPut ,. .,.,ul ( .,— s t)k.:..,NS) III) t SS TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I, EXP D. WIND WEBS 2x4 SP #3 TC DL=5.0 PSF, WIND BC DL=5.0 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC THE FOLLOWING MEMBERS NEED CONCENTRATED LOADS AT THE HEEL: 4- 0- 0 SPAN/SETBACK MEMBER ON THE 1- 0- 8 CANT SIDE REQUIRES 16 SUB-FASCIA BEAM ASSUMPTIONS: 4- 0- 0 SUB-FASCIA BEAM ON THE 1- LBS AND THE 4- 0- 0 SPAN/SETBACK MEMBER ON THE 1- 0- 8 CANT 0- 8 CANTILEVER SIDE. 4- 0- 0 SUB-FASCIA BEAM ON THE 1- 0- 8 SIDE REQUIRES 16 LBS. CANTILEVER SIDE. HIPJACK SUPPORTS 7-11- 8 SETBACK JACKS W/VERT OVER BEARING DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ONLY. 1- 0- 8 CANT ONE FACE, 1- 0- 8 CANT OPPOSITE FACE. 14-5-12 R=211 U=330 W3X5 5.66 (- 5-9-10 5-9-10 W3X5 0 6 0 — �9-0-0 W2X5(131) W3X5 = W5X5= R=326 U=210 W1 .5X4 III L_-1-5-0J. 9-11-13- 1 -11-13 _I 1-10-12 4-6-3 4-10-2 1-10-12 4-6-3 4-4-1 G- fE 11-3-0 Over 3 Supports R=370 U=400 W=11.314" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 19.Ob2 QTY:4 FL/-/4/-/E/-/- Scale "NAMNINL•` TRUSSES RFUUIRE EXTREME CARE IN FABRICATION, HANDING, SHIPPING, INSIAIIING AND T C L L 2 0.0 P S F R E F R 1 5 1 - 19732 BRACING. Rtf EH IU Illb 91 (HANDLING INSIAIIING ANU URAC1NGI, PUb(1SHED UY TPI (7 RU55 1'L AIt: ING717Uif. 5H3 U'UNOFRIO I) SUITE 200, MADISON, NI 53719). FOR SAFITY PRACTICES PRIOR TO "RID RMING IIIE SL IUNCIIUNS. UNLESS UI HERNM. I Sk INDICATE D, TOP CHORD StI ALI HAVE PROPtRIY ATTACHED TC DL 7.0 P S F DATE 11/15/ STRU I"i Ufl Al VANEI S, b(Il T(111 CIIORU SIIAIL NAYf A PR OPERIY ATTACHED RIG I[1 CE II ING. �p'AIFICA•,_�/� "IMI'lH IANI'A IURN ISII A COPY OF 7IIIS DESIGN TO IIIE IN S7A[LATION CONTRACTOR. ALPINE ENGINELRtO �►p'v�' ,lBN-�� BC DL 10.0 PSF DRIJ IICIIIR) ,i o0wow PHUDUI.15, INC. SIIAIL NOF HE RESPONSIBLE FOR ANT DEVIATION FROM MIS UL SIGN; ANY fAII URE TO NOV yyW!.Y BU LLD THE TRUSSES IN CONFORMANCE NI IH TPI; UR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4Y� B C L L 0.0 P S F HC-ENG /D R ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS NI TH APPLICABLE PROVISIONS Oi NOS (NATIONAL DESIGN SF'ICIF ICAX ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AI PINE • CONNECTORS ARE MADE OF [OGA AS IM A653 GR40 GALV. STEEL, EXCEPT AS NUTEO. APPLY CONNECTORS TO TA OF ; T 0 T.L D. 37.0 P S F S E Q N - 29663 EACH FACE of TRUSS, AND UNLESS OTHERNIS'E IOCATED ON THIS DESIGN, POSITION CONNECIORS PER IC 1 �(` DRAWINGS 16O A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL INGINEE81NG ICL.'• 0 RI0 -" D U R.FAC. 1.25 F R 0 M K P Alpine EE1 iruCcrEd Products,hic. RESPONSIBILITY SOLELY FOR THE TRUSS CUMPONENT DESEGN SHUNN. TME SUIIABIIITY AND USE OF THIS {saS NAL�� P Hame City,F1. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING S E E ABOVE ANSI/TPI 1.19'95 SFi:TION 2. (0744-R-CURRAN RES - 8' END JACK T6 ) THIS DWG PREPARED FROM COMPUTER INPUT (I OADS & DIMENSIONS) SUBMIIIED BY TRUSS Mf R. TOP CHORD 2x4 SP #1 Dense 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 14-5-13 R=165 U=331 8 5-10-0 W1.5X4 III T 0-6-0 —•— 9-0-0 R=72 U=550 W3X5(B1) W1 .5X4 III L-1 7-0-12 _I IF 8-0-0 Over 3 Supports R=355 U=535 W=8" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 OTY: 10 FL/-/4/-/E/-/- Scale =.5" Ft. • ND b RARING. •REFER TOS MID 9010IR(H NUlRING INSTALILING AND BRACIING).AN PUBLISHED BYPT I IN(iRSTAOSSE NGATE TC LL 20.0 PSF REF R151 - -19733 INSTITUTE. 583 D'UNOFRIO OR., SUITE 200, MADISON, NI $3719), f00. SAFETY PRACTICES PRIOR 10 PL RF URNING IIIE St EUN C.i IDMS. UNIESS OTHER NI SE INDI C,ATED, TOP CNORD SIIALL HAVE PROPERLY AEI AC IItU _`_Q�`,,' TC DL 7.0 P S F DATE 1 1/15/00 S7NUC TUHAL 1•ANELS. DOITO CIIDRD SHAH NAY, A PROP(RLY ATTACHED RIGID CEILING. .�Y��,p••a i�IC - - "IMPUMTANI" FURNISH A COPY Of TInS UE SIGN TO THE INSIAllAT10N CONTRACTOR. ALPINE ENGINEERED ��V '9�•,� BC DL 10.0 PSF DRW IICUSRISI OO.i200.19 IN DUUCIS, INC SH AIL NUI dE RE SP UNSIBLF FOR ANY DEVIATION FROM [HIS DESIGN; ANY fAIL URE TO 8U110 IME TRUSSES IN CUNFOR MANCE WITH TPI; OR fABR[CATING, HANDLING, SHIPPING. INSTAII ING AND 7ALPINE BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITHAPPLICABLE PROVISIONS OF NOS (NATIUNAL DESIGN 1: � B C L L O.O P S F HC-ENG /D R SPE CI FICATI UN PUbLISHEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND iPl. ALPINE 7� C.UNNECIURS A MADE Of 20GA ASTM A653 GR40 GAL Y. SIE EI, EXCEPT AS NOTED. AP PIY CONNECfURS TO p pp T 0 T.L D. 3 7.0 P S F S E 0 N - 97122 I ACN FACE Of TNUSS, ANU ON it SS UI HERNI SE LOCA IED 0% THIS DESIGN, POS IT TUN CON NEC T OR PER DRAWINGS 160 A Z. THE St AI UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '-3 O R%lDt" O U R.FAC. 1 .25 FR0M KP Alpine Engineered Products,Inc- Rt SPON SIe II IIY IIIEIY TOR 111E TRUSS COMPONENT UE SIGN SH UNN. THE SUITAB II ITV AND USE OF THIS p,�'.. P Main B CIE ,F1. 33844 COMPONENT FOR ANY PARIICUTAR BUILDING IS THE RESPONSIBILITY OF TIIE BUILDING DESIGNER, PER �ssPoNA1.Ed SPACING 2 4.0" Y ANS17TP1 1 1995 SEc TIDN 2. i t t t t'` _ k. (0744-R-CURRAN RES - 6' CJ T-6 ) 1111S DWG, PREPARED FROM COMPI1ffR INPIIf (UOADS 8 DIMENSIONS) SIIBMIIIED BY 1RUSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 13 1-13 R=111 U=247 8 4-6-0 W1.5X4 III T 0-6-0 9-0-0 R=47 U=430 W3X5(B1) = W1.5X4 III L-1 0 O;;IE 5-0-12 _I ----6-0-0 Over 3 Supports----� R=286 U=470 W=8" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:8 FL 4 E Scale =.5" Ft. "WAR N1 NII" IR 111"1 `.IS RIUU IRE Ir I RI ME CARE IN IANR IC AT ION, II A RE)11NG, SII1 PI ING. I N S I Al l ING ANU TC I1-_ 20.(� PSI RI.{� RIF)( . 1(734 OIIAI:ING. NI IIR IU IIIU v1 (11 A NUI I N G INSI All ING AND ON AC ING). 1'IIUI ISIt IU 8 IPI (ILIUS'.. PIAIL INSTIIUTL. 5b7 U'ONOF NIO UR., SUI If 200. MAUI SUN, MI 53719), FOR SAFETY PRACTICES PRIOR fU PERt ORMING THESE IUNC1IUN5. UNLESS OTHERWISE IND IC ASED, TOP CHORD S11 ALL HAVE PROPERLY AT(ACHED ` TC DL 7.0 P S F DATE 11/15/00 STRUCTURAL PANFIS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIIED RIGID CEILING. IFIC;9 F "lMl'oIiIPNI" FUNNI;u A COPY GF IRIS IIFSIGN T(I TIIE IN ST All ATION CONTRA[TUN. ALPINE INGINII HIU '.�•:�V ��•�� BC DI 10.0 PSF DRI1 ILL IItiR It,l (1(117004! PH UU uI. :.HAIL NUI Ill RI'A'O N..I REI fON ANY III IFIAI IIIN INl/M 11115 OFSI G,N; ANY IAIIII III IU F. U1111U Illt IHUSSES IN CONEORMANI:L WITH IPI; ON fAURICAIING, IIANUIING. sitIPPING. 1N51A111N1i AN N'�4 7 • BC LI 0.0 PSI` HC-ENG MRM/DR ALPINE BRACING OF IROS SES (MIS DESIGN CONFORMS WITH APP((CABLE PROVISIONS OF NDS iN ATiGN AI DESIGN * .* L SPECIFIC42 ATION PUBLISHED BY THE All ICAN FOREST ANO PAPER ASSOCIATION) AND TP7. ALPINE ;.• ^ QF �� TOT.L D. 3 7.0 P S F S E O N - 97103 CiHFNE CT URS ARE MADE OF ZOGA ASTM AE53 GHAO GALY. S1LE1. f%CEPT AS NOlEO. APPLY CONNE[TONS Iu EACH FACE OF TRUSS, AND UNLESS OTHERWISE IUCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS LGO A I' THE SEAL ON THIS [)HAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �y 4000"" .... D U R.FAC. 1 .25 F R 0M K P Alpine Engineered Producls,lnc. NI PUNSibltlff SOtLIY f(IR TIIE TRUSS CUMPUNENI DESIGN SHOWN. THE SUIT ABILITY AND USE OF fill rsS NA4��� II51111e$Cit ,FI. 33844 COMPONENT FOR ANY PARfICUTAR BUIIDING IS THE RESPONSIBIIIiY OF THE HUII.DING DESIGNER. PER S PAC I N G 2 4.0" City, AN'.1/FPI 1 111-15 SI,-IION 2. t I I III t t t (0744-R-CURRAN RES - 4' CJ T6 ) THIS DWG PRLPARED IROM COMPOIER INPUT ([DADS 8 DIMENSIONS) SEIBMIIIll1 fly IRIISS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I , EXP D, WIND WEBS 2x4 SP #3 TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 11-9-13 R=57 U=135 8 W1.5X4 III 3-2-0 T 0-6-0 9-0-0 R=16 U=310 W3X5(B1) - W1 .5X4 III L,I o o,lE 3-0-12 —4-0-0 Over 3 Supports--�- R=223 U=367 W=8" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.20 QTY:8 FL/-/4/-/E/-/- Scale HARMING•` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151 -19735 URACING. REFER 10 IIID 91 (HANDLING INSTALLING ANU BRACING). PUBIC I SMEU BY TPl (1RUS5 PLATE _ 1NSIIfU1E. 5b3 U'ONOFRIO UR.. SUITE Z00, MADISON, N1 53719), FR SAFETY PRA C7I CES PRI GR 10 . PERFORMING THESE FUNCTIONS. UNLESS OTIIERNISE INDICATED, TOP CHORD SN ALL HAVE PROPERLY ATTACHED �i T C D L 7.0 P S F DATE 1 1/1 5/0 0 SIRUCTURAI PANELS, BOIfON CHUND SNAIL HAVE A PROPERIY ATTACHED RIGID CETI LNG, �IFICq'•yF --- "IMPORTANT" FURNISH A COF'Y OI THIS Df SI GN TO TILE INSfAL1ATIUN CONTRACTOR. AlF'INt tNGINItNFU $.;(,� � � BC DL 10.0 PSF DRW 11(.DSRI!II OUwoIO PRoDUCIS, INC SHAII NO UL R['PONslblt FOR ANY DIVIAT ION INOM IVIS DISIGN; ANY kA II HR IN N,71V __-..-.. UU IID IIIk IND.i SEi IN CONI ONHANCL NI III IPI: OR IAtlR11.AIING, IIANDIING, SHIPPING, INSI AlI ING AND ��• BC LL O.Q PSF LIC-ENG MRM/DR A ALPINE bH AC LNG U! TRUSSES FMS DF;IGN CUHI MS NI'M APPIICAOLE PN OVIS ION$ Of NDS (NATIONAL I7I SIGN 'S PF Cif:UACl1UN PUBI ISIIIU tlY ILII AM1R`CAN F(IRk!T AN I7 PAPER ASSOCIATION) ANU IPI. AI PI NE CUNNf ARE MADE OF (OGA ASTM AU53 GN40 GAIV. ST E E1, EXCEPT AS NOTED. APPLY C.UN NLCIORS IU TA OF T O T.L D. 37.0 P S F S E A N - 9 7 1 0 7 FAC11 IAft OF IN 1155. AND UNIT SS UllII IF ISE LOCATED UN THIS DESIGN, POSIT ION CUNNECIUHS PER - DHANENGS 160 A 1. TME SEAL ON INE$ DRANING INDICATES ACCEPTANCE Of PROFESSIONAI fNGINELKING I�• 1 0 R%1D D U R.FAC. 1 .25 FR0M KP Alpine Engineacd Producls,Luc. RE.P ONSitl II IIY SOI EIY FON TItE fHU51 CONPONE NT DESIGN SHOWN. THE SUITABII TTY AND USC OF THIS "sA/./_�"������ IlaincN City,FI. 33844 CUNPUNtNF FUR ANY PARIICNIAR BUILDING, IS IIIL RESPONSIBILITY OF IIIL IF II DING DESIGNER, PLN U�Y SPACING 24.0" ANSI/LPI 1 1995 SICIION Z. (0744-R-CURRAN RES - 2' Cd T6 ) THIS DWG PREPARED FROM COMPUTER INPUT (I(IADS & DIMINSIONS) S1IRMIIIID IIY IRIISS MER. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT 1 , EXP D. WIND WEBS 2x4 SP #3 TC DL=0.0 PSF, WIND BC DL=0.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. W1.5X4 III Te � +10-5-13 Y 1-10-0 T 0-6-0 9-0-0 W3X5(B1) W1.5X4 III L_-I o 0141 0-12�..1 2-0-0 Over 3 Su ports R=225 U=418 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:8 FL/-/4/-/E/-/- Scale =.5" Ft. **WAR N ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING, ANDT C LL 20.0 P S F R E F R 1 5 1 - -19736 BRACING. RIILR 10 H1H 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE. INSIITI:1. 5b3 O'UNOf RIO DR., SII SITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TU Pk RF ORMIHG (TIE SE LIINIT IIIN>.. ONIk SS OIIIE RWISE INO ICATED, TOP CHORD SH ALI NA If PROPERLY ATI ACIIkD �epV_j-/' TC DL 7.0 PSF DATE 11/15/00 ST RUC AI PA NEI S, BO LJ UH CHORD SHAH HAVE A PROPERLY A7TACHEU RIGID CEII TNG. •��FI C-4':`�F ----- "IMFURIANI" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED) )V� 48y ��:� BC DL 10.0 PSF DRW IICI1SRIhl 00320031 PRODUCTS, INC. SMALL NUi tlE RE SPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TU BUI" THE i0.USSES IN CONI OR MANCE WIiN TPI; OR FABRICATING, itANDIING. SHIPPING. INSTALLING AND ' 'y`JA'E'�' BC LL 0.0 0 P S f H C-E N G MRM/DR ALPINE BRAG ING OF TR U55E S. T1115 DF SIGH CUNf OR WITH APPI IC'ABI PROVISIONS OF NOS (NATIONAL DESIGN _ SPE CIF IC ATIUN PUtlLISHEU BY THE AMF RICAN FOREST ANO PAPER ASSUCI ATION) ANU TPI. ALP]NE �X TA OF CONNECTORS ARE MADE Of [OGA ASTM A653 GR40 GAIY. STEEL, EXCEPT AS NOTED. APPLY CONNfCIl1R5 10 TOT.L D 37.0 P S F S E A N - 9 7 1 1 0 kACiI FACE OF TRUSS. ANU UNLESS UIHERWISE TUC A TED) UM THIS OE SIGN, POSITION CONNEC TUBS PER ••���O ,OP• DRAWINGS IED A Z. THE SEAL ON TIfIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A D U R.FAC. 1 .2 5 FROM K P Alpine Engineered Products,Inc. RE SPGNsIa IIIIY SUIELY FOR IME TRUSS l MPOMt NT DESIGN SMOWN. THE SUITA8 Fl ITY AND USE Of THIS AM~��` 11uIfICJLit)',1'I. 3384.1 111,PONfIII III. ANY PARII:IIIAR BUILDING IS Itlt Rt:,PON5IUII IT OF 711E BIIIIo NG OFSIGNFN, PIN �u NA• � SPACING 24 .1/" FN'.I/IPI 1 ISI9! _11.1 I"N !. f C (0744-R-CURRAN RES - 11'3" HIP JACK ) ALIS DWG PREPARED [RUM COMPOILR INPUT (IOADS 9 DIMENSIONS) SUBM111111 BY IRLISS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33.15 FT MEAN HIST, ASCE 7-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT 1, EXP D, WIND WEBS 2x4 SP #3 TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SUB-FASCIA BEAM ASSUMPTIONS: 4- 0- 0 SUB-FASCIA BEAM ON THE 2- 0- 0 CANTILEVER SIDE. 4- 0- 0 SUB-FASCIA BEAM ON THE 2- 0- 0 CANTILEVER SIDE. HIPJACK SUPPORTS 8- 0- 0 SETBACK JACKS W/VERT OVER BEARING ONLY. 2- 0- 0 CANT ONE FACE, 2- 0- 0 CANT OPPOSITE FACE. 35-5-12 R-162 U-330 W3X5 5.66 (— 5-9-10 W3X5 T 0-6-0 �9� — 30-0-0 W2X5(B1) = m W3X5 W4X4= R=226 U=180 W1.5X4 III L-2-9-15 ��� 8-5-7 _I 11-3-0 Over 3 Supports R=374 U=580 W=4.95" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 19.Ob2 OTY:1 FL 4 R - Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.O P S F R F F 9 1 5 1 - -1 9 5 2 2 BRACING. REFER TO HIB 91 (HANDL TNG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ ____ _ INSTITUTE, 583 D'ONOFRIO UR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO ,.��,yr PERFORMING THESE FII NCIIO NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY AIT ACHED t T C D L 7.O P S F DATE 11/15/OO STRUCTURAL PANELS, BOTTOCNOND SHALL "AYE A PROPERLY ATTACHED RIGID CEIU NG. \�6�• �•.I I MPO"TANT•• FURNISO 'Al COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,F tlFl�•• /'7 B C D L 10.0 P S F D R W TIC II�kItil OD.)LI)03� PR ODUCIS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEYlATION FROM THIS DESIGN; ANY FAILURE TO 7 •Ql C •'•,�j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND B C L L O.O P S f HC E N G DLJ/MMA ALPINE BRACING OF TRUSSES. T1115 OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN +IM)V SPECIFICATION PURI ISIIEU E' 111E AMERICAN FOREST AND PAPER ASSOCIATION) PND TPI. AI PILAF • c F� TOT LD 37.0 PSF SEON - 41472 CUNNECIORS ANE MAUI OF 26GA ASTM Ati53 GRID GAIV. SIEEL, EXCEPT AS NOTED. APPLY CUNNECI ORS 1U p '7 EACH FACE OF TRUSS. AND UNIL55 0111E RWI51 LOCATED ON TM DESIGN. POSITION CONNECTORS PER ^�Y - --- -------- HESPUNSIDR AN I bIIoIY SOl LlY1F0HE ft SEAtlhr IN USSICUM PANUR E NG DNSIGN CA TSNOMN CEP TA NTE OUIIAB IL ITYUAND UNAL NL IUFL RItIS t�V '�.•`�R1OP a� DURFAC 1 .25 FROM KP Alpine Engineered Products,Inc. UMVONI NT FUO ANY PANTICUI AN BU II DING IS THE HL SP ONS Ifl IL IiY Of iNf BUILDING IIESIGNEN, 1'IR S F F A O V llaincsCity,Fl. 33944 ANSI/I,I 1 1'95 SL/LIIiN 2 st,FRED�N SPACING B I' t 9 It & f I t t t_ I i (0744-R-CURRAN RES - 6'11'15 HIP JACK ) 1111S DWG PREPARED FROM COMPUICR INPUT GOADS $ DIMENSIONS) SUBMIIIFD BY IRUSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 32.18 FT MEAN HGT, ASCE 1-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT 1, EXP D, WIND WEBS 2x4 SP #3 TC DL=5.0 PSF, WIND BC DL=5,0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SUB-FASCIA BEAM ASSUMPTIONS: 4-11- 6 SUB-FASCIA BEAM ON THE 2- 0- 0 CANTILEVER SIDE. 4-11- 6 SUB-FASCIA BEAM ON THE 2- 0- 0 CANTILEVER SIDE. HIPJACK SUPPORTS 4-11- 6 SETBACK JACKS W/VERT OVER BEARING ONLY. 2- 0- 0 CANT ONE FACE, 2- 0- 0 CANT OPPOSITE FACE. W1.5X4 III W3X5 5.66 3-9-15 T 0 6-6 — 30-0-0 W3X5(B2) = W1.5X4 III W3X3= �-2-9-3—;-J ---6-11-15 Over 2 Supports--� R=279 U=480 W=4.95" R=19 U=180 W=7.981" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 19.Ob2 OTY:1 FL 4 R - Scale WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAIIING AND UHACING. HLttN TO IIIB 91 (HANUIING INSTAIIING AND BRACING), POETISHED BY TPI (INUSS PIAI! T C L L 2 0,0 P S F R E F R 1 5 1 19523 INSTIIUit, 583 D'ONOFRIU UR., SUITE 200, MADISON, WI 57119), FOR SAFLIY PRACTICLS PRILIR IU --- ------ --- - __ - --- _--- -- - PtRFORMING TIIE St FUNCliONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ACHED """"A'W * TC DL 1.0 P S F DAL E 11/15/00 STH IT UR AI PANELS, BOIION CHORD SII ALL HAVE A PROPERLY ATTACHED RIGID CEILING. .. / "IMPORS INC FURNISI{ A COPY OF TMIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V +ry BC DL 10.0 PSF DRW IICl1Swo OD.S2DOS3 PR OOUC TS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATi ON FROM THIS DESIGN; ANY FAILNG AND J* URE TLl •�j IF TRUSSES BRACIINGHOf TRUSSES. CU THISNED DESIGNANCE CONFORMS WITHTH TPI; OR APPLICABLE PROVISIONSBRICATING. HANDLING. OFNOS (NATIONALINSTAL DESIGN Dv , F•: B C LL 0.0 P S F HC-ENG DLJ/MMA ALPINE SPf CIt:CAT ION PLOT:SH(I) UY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t =A CUNNtCIDRS ARt MAUI UI 2OGA ASTM A657 GNAO GAIY, Siltl, L%CtPT AS NOD. APPLY CUNNtC1UHS IU 9 pc f T O T.l-D. 37.0 P S F S E O N - 4 1 4 7 5 EACH FACE OF TNUSS, AND UNIt SS UIHERWI SE IOC A TLU ON THIS OE SIGN, POSITION CONNECTORS PEH Alpine Engineered Products,inc. DRAWINGS 160 A-Z. TItE SEAL UN THIS DRAW ING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERINGppjOp;� OUR.FAC. 1 .25 FROM KP P g COMPONENTS If UR Y ANYYL PARTICULARS TRUSS COMPONENT ISO THE TREDSP NSIBILESIGN IITY OF THE BU ILDINGN. THE T OF IGNER.TY AND PEN Of THIS �, _ Haines City,Fl. 33844 ANSIYIPI 1 1995 Sfcn1TN 2. +c1FAE�EN � SPACING SEE ABOVE I" III k 11 1 t i t t i i (0744-R-CURRAN RES - 8' END JACK ) THIS DWG PREPARED FROM CUMPUIER INPUT (LOADS & DIMENSIONS) SUUMIIItD BY IRUSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33.17 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2X4 SP #2 N LOCATED WITHIN 4,50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I , WEBS 2x4 SP #3 EXP D, WIND TC DL=5,0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 35-5-13 R=134 U=355 8 (` 5-10-0 W2X4 III T 0 6-0 U pf 30-0-0 W3X5(B1) = R-53 D-180 W1.5X4 III L-2-0-0 JF 6-0-12 _l 8-0-0 Over 3 Supports---� R=405 U=773 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 OTY:6 FL 4 R - Scale ==.375" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 1 5 1 - -19524 BRACING. NEE ER TO HIF 91 (HANDLING INSTALLING AND BRACING), PUBLISH 8Y TPI (TRUSS PLATE 1 NSTI TUIE. 583 D'ONOf 810 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR IO PERFORMING MESE IUMCIION1,. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �M A' TC DL 7.0 P S F DATE 11/15/00 STRUCTURAL PANELS, BOTTOM CHORD SHAH NAVE A PROPERLY ATTACHED RIGID CEILING. '- '•IMPORIANT•• TORNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED V �/l/ BC DL 1 0.0 P S F D R W IICELSR m OD.37(IOIB PN ODUCJ S. INC. SNA11. NOT OE NE SP ONSIHIE FOR ANY DEVIATION FNOM THIS DESIGN; ANY FA11 URI` IU DU IID IIIf INUSSLS IN CUNT ORMANCE WI 111 IPI; OR FABRICATING, 11 ANUI IMG. SHE IMG, INSI All LNG AND ,JJs(•)✓ BC LL 0.0 0 P St IIC-L N G D L J MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN aDv / SP LCIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COWNECTORS ARE MADE OF YOGA ASTM A653 GR40 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9 J TOT-LD. 37.0 P S F S E A N - 97047 EACH FACE Of IR USS, AN UNLESS OTHERWISE LOCATED ON TH15 DESIGN, POSITION COWNE CTONS PER ST OF --- — DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �•..AC P;•�� D U R.FAC. 1 .25 FR0M KP RESP 51dll llY 50L ELY FOR THE INUSS COMPUNE N7 UE SI GN SHOWN. TME SUITAB It.1TY AND USE OF T1/lS Alpine Enginity,F. 3384ts,lnc. CANM;ONPNIIfORR ANYPAR 1995 �NCU AN BUILDING IS IHE OF OF IHE BUILDING DESIGNER, PER �s1 RED ENG\ SPACING 2 4.0" Haines City,Fl. 33844 t I .; ,` I (0744-R-CURRAN RES - 7'5" END JACK ) THIS DWG PRLPARLD FROM COMPURR INPUI (tOADS 8 DIMFNSIIINS) SUISF11111U BY IRI1SS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 32.97 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT 1, WEBS 2x4 SP #3 EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III 8 F— W1.5X4 III 5-5-5 T 0-6-0 30-0-0 W3X5(B1) W1.5X4 III W1.5X4 III L-2-0-0--j -7-5-0 Over 2 Supports R=386 U-550 W=3.5" R-162 U-660 W=8" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY: 1 FL 4 R - Scale WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAII.ING AND T C L L 20.0 P S F R E F R 1 5 1 - -19525 BRACING. REFER lU IIIB 91 (HANDLING INSIALLING ANU BRACING), PUBLISHED BY TPAI (1RUSS PLAIt INSTITU I'E, 58 3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119). FOR SAFETY PR AC i10ES PRIOR 10 T C D L 7.0 P S F DATE 1 1/1 5�0 0 PERFORMING THESE FUNCTIONS. UNLESS OTIIE RWISE INDICATEO, TOP CHORD SHALL HAVE PROPERLY AT ACHED GG uudd^ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NJ4�, � ••IMPOH IANI•• FONNI SII A C,UPY D( T11 I' FII SIGN III 111E IN5UIIATION CONTRACTOR. AIPINF iNGIRIIRtO Q•�1 1 '•;Y� TIC DI 10.(] PSF DRW I11.IISR I',I 110 i%0(Il'1 PNII]U1. INC. SII All NUI tlt NElP%, BIL ISR ANY UtVIAIIUN INUM IVIS Ot SIGN; ANY IAll 11lil 10 ' BUILD THE TN USSES IN CONFORMANCE WITH TPI; OR fABRIC All NG, t1 A NUL INGI, SHIPPING, INSIALIING ANO OF 7A L P I N E BRACING Of TRUSSES. THIS DESIGN CONFORMS WIFH APPLICABLE PROVISIONS OF NDS' (NAT[ONAI DESIGN ♦1 )V =+ B C L L 0.0 P S F IIC L N G D L J/M M A SPECIFICATION PUBLISHED BY IHE AMERICAN fOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE } CONN CT URS ARE MADE OF YOGA ASIM A653 GR40 GALV. SIE EI, EXCEPT AS NUT ED. APPLY CONNECTORS TO y7 S jQ T 0 T.L D. 3 7.0 P S F S E Q N - 97050 EACH FACE OE TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT00.S PER RSPONSIBILIIY SOI EI YTHE F OR SEALON iRU SS IS DRAW IN G CUNPONENT DESIGN TES SHOWHACC EP PTATHE CE SU II ABIL ITYOAND USE IUf ERIINS NCO- DRAWINGS SS'F�. RI�P���� D U R.FAC. 1 .25 F R 0 M K P Alpine Engineered Products,Inc. t lF 6�, -- —-- --- ---- Haines Cil ,Fl. 33844 COMPONENT FGR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IHE BUILDING OE SIGNER, PER RED EN Y ANSI/IPI 1 1995 stcT10N z ++, , X'f SPACING 24.0 (0744-R-CURRAN RES - 5'4"13 END JACK ) AXIS DWG I'R[PARID FROM COMPUtIR INPIII (IOADS & DIMtNSIONS) SUEiH1111D Ry IRUSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 32.30 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D. WIND TC DL=5,0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III 8 F- W1.5X4 III 4-1-3 T 0-6-0 30-0-0 W3X5(BI) W1.5X4 III W1.5X4 III L-2-0-0 �5-4-13 Over 2 Supports R=332 U=490 W=3.5" R=68 U=510 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY: l FL 4 R - Scale •`WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F R151- -19526 BRACING, REFER TO H1851 (HANDLING INSTALLING ANO BRACING), PUBLISHED 8Y TPI (,TRUSS PLATE INST MUTE, 583 D'0NOFRIO OR., SUITE 200, MADISON, N1 53)l9), FOR SAf ETY PRACTICES PRIOR TO -E PERFORMING THESE FUNCIIONS. UNLESS OT NERWI SE INDICATEO, TOP CHORD SHALL HAVE PROPERLY AT I ACHED ��u~d'we T C DL / •0 P S F DATE 11/15/CQ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMP URTANT•• FURNISH A COPY OF III IS f1FSIGN TO TIIF INSTAIt AT I ON CON TRAC TUR. AIPINL INGINLIHfD IFI �/�/ BC DI 10,0 PSF PRW IIIIItilw) i mlvo0711 1'NUII UI.IS. INC. %HALL N(11 I1f R(`,PUNSIUIL ION ANY IILYIAIION ILIUM IVIS OISIGIN ANY IAIIIIRI IU BU11O PIE 7HUSSES IN CUNFORMANCt III IPI; OR FABRICAIING, IIANOIiNG, SHIPPING, INSIAIIING AND •• •� BC LL 0.0 P S F HC-ENG DLJ/MMA ALPINE BRACIRG OF ,TRUSSk S. 11f15 OE SIGN CONf UN MS NIIH APPLICABLE PROVISIONS OF NDS (NATIUNAI UE SIGN U I F': SPECIF ICATIUN PU8I ISHEU BY IRE AME0.ICAN FURESI AND PAYER ASSOCIATION) AND TPI. ALPINE }_t CUNNE f.fORS ARE MADE OF 2OGA ASTM A653 GR4O GAI Y. STEE1, EICIPT AS NOTED, APPLY CONNECTORS 10 9: c j� TOT L.D 3 7.0 PSF S F O N - 97053 EACH FACE OF IRUSS, AND UID JS 01HERNISE IOCAlt0 ON IRIS DESI GH, PUSIT ION CONN ECIOHS Y[R 0 --------- ----- -- -- - -- O0.ANIMGS 160 A 1. IRE SEAL UN THIS URANING INDICATES ACCEPTANCE OF PROFESSIONAL ENG1NktHI1 ��1 11 •../C� R1�p,`�� DIIR.FAC. 1.25 FROM KP Rk SPUNSIU II IIY Slil klY tON 111E TRUSS COMP UNENI DESIGN SHOWN. TIfE SUITABILITY AND USE OF IVIS t s ,�. Alpinc Enginccrcd Products,dllC. UMPONF NI FOR ANT PARI If.UI AR tlU II DING IS IIIE H(SPONSItl II ITV Of TILE dU II DING Dt SIGNtR, PER ti IlMinesCity,Fl. 33614 AN�1/IPI E I95s slcnuN 2. �,�REDEN,�r SPACING 24.0" (0744-R-CURRAN RES - 4'8" END JACK ) THIS DWG PREPARED FROM COMPUTER INPUT (IOADS & DIMENSIONS) SIIHMIIII[) BY TRUSS MER. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 32.06 FT MEAN NGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT 1 , WEBS 2x4 SP #3 EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III W1.5X4 III 8 (- 3-7-5 0 6-0 u 30-0-0 W3X5(B1) = W1.5X4 III W1.5X4 III L­2-0-0---J �_4-8-0 Over 2 Supports R=320 U=480 W=3.5" R=26 U=460 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:4 FL 4 R - Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SII IPPING. INSTAII ING AND T C L L 2 O.O P S F R F F R 1 5 I - - 19527 UN Af.I NG. RI f IR IU II IU 'XI (HANDIING INSIAII.ING ANU BRACING), PIIUI1!,HLII UY IVT (IHOsS VIAII _ - INSftft iIIU(E, h83 U'UNUFR 0 OR., SUI IE Y00, MAOISUN, WI S371Y), FOR SAf HIV PNACIEC S PH ION IU PENTON THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD 'HAL I. HAVE PROPERLY ATTACHED ~ TC DL 1.0 P S F DAIE 11/15/00 STRUCT URAI PANEIS, BORON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Vim• T "IMI'UN IANT" fI1NNl SN A f.UPY UI IVIS 1)[SIGN Ill fllf INSI All ATIUN C.ONTR AC TUR. AI PINE FN61MIf NfD t'f �/ BC DL 10.0 PSF DRW III IISRI�11 (IDS%(1(I%1 PNUOUC IS, INC. SHAII NOI Ul NLSPONSI"II ION ANY UI VIAIION INUM LUIS 0111611; ANY IAIIIIRI IU ,�� tlUIID INE INUSSES IN CUNfORMANCE WIiH IPE: ON fA.RICATING, HANDLING, SLI IPPING, INSTALLING ANU �!/ B C L L 0.0 P F H C-LNG DLJ/hIMA ALPINE BN AG TNG OF Us IS S. THIS DESIGN CONFORMS WI TN APPLICABLE VR OYI SIGNS OF NDS (NATIONAL OE SIGNUY SPECIFICATION PURL ISHfD BY 711E AMEN LOAN FORE Si AND PAPER ASSOCIATION) AND TPI. ALPINE S CONNECTORS ARE MADE OF [GGA ASIR A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A f TOT.L D. 37.0 P S F S E A N - 97057 EACH fACE Of INUSS, AND ONIE SS UI HENNI SE LOCATED ON THIS DESIGN, POSITION CON NE CORS PER IL� OF I�Q ---------------- DNAWINGS 160 A 1, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEtRING t C��Y• AC� Rlap;e�, D U R.FAC. 1 .25 FR0M KP RESPONSIUIIIIY 'UI.ELY FOR IIIE INUSS COMPONENf DESIGN SHOWN. TIIE SUITABILITY AND UsE OF f111S t V Alpine Engineered Products,Inc. UMY EINf Nf FON ANY PARIII;III AN UII II GING IS it Rt SV ON SIU II 1fY Of THE BU II DING t1t 116111 N, PfN f flumesCity,(I. 33944 AN11/1;'l 1 199s Af11 No-. ily��EDEN.r SPACING 24 .0" --- It t II I I I t It 11 t t It Il t'. (0744-R-CURRAN RES - 6' CJ ) TILIS DWG PRE PAR[D FROM COMPIJILIZ INPU I (LOADS & DIMENSIONS) SUBMIIIIU BY TRUSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 32.50 FT MEAN HGT, ASCE 7-93CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 Mi FROM COAST, CAI I , WEBS 2x4 SP #3 EXP D. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 34-1-13 R-78 U-233 8 1,41.5X4 III 4-6-0 T 0 6-0 30 0 0 W3X5(B1) i-- R-20 U-180 W1.5X4 III L-2-0-0 tiE 4-0-12 � —6-0-0 Over 3 Supports--� R=346 U=711 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/4/-/ /R - Scale =.375" Ft. ••WARN ING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAIIINO AND T C L L 20.0 P S F R E F R 1 5 1 - 19528 BRACING. REFER TO IIIb 91 (IIANOIING INSTALLING ANU BRACING), PURL ISIIEU BY TPI (TRUSS PIAL( _ INSTITUTE, SB3 U'UNOF RIO UR., SUI IE 200. MADISON, WI 53719). FOR SAFETY PR ACtICES PRIOR IU cagy - Pt N'D ORNING II/E S( FUNCTIONS. uNIf SS DIM(AW NMISt IND ICAIEU, IOP CHORD SIIA1l IIA4E PR OPE RIY A[ ACHED -`N1 TC DL D P SF D A I E 11/15/00 STRUCT'RAI PANELS, ACTIUM CHORD SHALT HAVE A PR UP ERIY ATTACHED RIGID CEIIING. — ••IMPURTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CUNIRACTOR. ALPINE ENGINLtHtD '� BC DL 10.0 PSF DRW ucti,,io5l oUizonrz PRODUCTS, INC. SIIAIL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAII URE III •r'•• _____—___._..__—__ ,IU11D INE TRUSSES IN C0 AtGA'ANCE WITH IPI: ON IABRECATING, IIANUUNG, $HIPPING, INSIAIIING AND f V_ F' BC LL 0.0 PSF HC-ENG DLJ/MMA 7A L P I N E BRACING OF TROSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN *Nf v SPECIFICATION PUBI ISIIEU tlY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ff CONNECTORS ARE MADE OF 20GA ASfM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECIUR$ 10 P', rQ T 0 T.L D. 37.0 P S F S E Q N - 97060 EACH FACE OF TRUSS, AND UNI ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECIORS PER V�: ------ -- DRAWINGS 160 A 1. THE SEAI ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C�s•:!c OR`OP'�w�I D U R.FAC. 1 .25 FR0M KP Alpine Engineered Products,Inc. RtSPONSIIJIL 1 Y SOLELY FOR THE TRU$$ COMPONENT DkSIGN SHOWN. THE SUITABILITY ANO USF OF THIS ti r ... — �:iINPONINI LGN ANY PAR"A'Al AR II ILII DING IS TILE NI SPONSIHII ITY OF TILE All II GING 11F SI GNtA, PfN ty��y SPACING 24 .0" lHnlcs('fly,1:1, 7384'1 An.l I m l I l v4t �1 41 1 iH r ,,,.,. (0744-R-CURRAN RES - T-3 GE ) ALIS DWG PREPARED 1ROM COMPUIFR INPUI (IOADS S DIMINSIONS) SUBMIIIIU BY MISS MIR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 32.19 FI MEAN HGT, ASCE 1 93, CLOSED BLDG, NOI BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT 1 , WEBS 2x4 SP #3 EXP D, WIND TC DL=5.0 PSF, WIND-BC DL=5.0 PSF. SPECIAL LOADS SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS, ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 134 PLF at 0.00 to 134 PLF at 9.54 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at 9.54 to 54 PLF at 10,79 BC From 20 PLF at 0.00 to 20 PLF at 10.79 W4X4= e � —18 T2 W2X4(D1) Z,"" 0 10-2 0-1-13 1— 4, 30-0-0 I�t-D - I, 5-11-0 _I_ 4-10-8 —1 �— 10-9-8 Over Continuous Support R=160 PLF W=9-9-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.20 QTY:1 FL 4 R - Scale -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALI ING AND T C L L 20.O P S f R E F R 1 5 1_- -19515 BRACING. REFER TO NIB-91 (PANUIING INSTALLING ANU BRACING), PUBLISNEU BY TPI (TRUSS PLATE INSTIIU II, 507 TOHIFRIO 1) SUI IE 700, MADIfUN, NI 53!19), fOR SAFETY PRACTICES PN I(IR 10 ----- PIRIORMING IHISt IUNCIIONS. UN11S1 OIIILRNISE INDICAIEU, IOP CNONU SHAH IIAYL PRUVfRIY AIIACIIIU FC DI_ I.O PSF DA FL I 1/I5/OO SIRUCIURAI PANELS, bUIIUM CHORD SHALL HAVE A PN OPERLY ATTACHED RIGID CEII ING. ------- ••IMPORTANT•' fURNISH A COPY Of THIS DESIGN EU TME INSTAtL AT ION CONTRACTOR. ALPINE ENGINEERED I• B C D L 1 O.O P S F D R W IIl.I1SR1S1 OO�ZOOIA PRODUCTS.S, INC. SMALL NOT BE RE SP ONSIBIE FOR ANY IATION FROM THIS DESIGN; ANY FAILURE TO n,1IFIC••'.� BUILO THE TRUSSES IN CONFORMANCE NIT" TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND � ` � B C L L O.O P S F HC-ENG DLJ/MMA ALPINE BRACING OF TRUSSES, TNI, DESIGN CONFORMS WITH APPLICABLE PR OY ISIONS NOS (NATIONAL DESIGN �UV _+ SPECIFICATION PLIT ISIIEU BY IHf AMENICAN FOREST ANO PAPER ASSOCIATION) A(N)D TPI. AT PINE �:• l� TOT.L D. 37.0 P S F S E O N - 97011 CUNNE CIONS ARE MADE OF ZOGA ASIM A653 GR/0 GAL V. SIE t L, EXCEPI AS NOTED. APPLY CUNNEC IORS 10 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PFR ---- DRAWING S 160 A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C�s•:A�z 0R1�P•:�4� D U R.FAC. 1 .25 FROM K P RESPONS1811.ITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITA81LITY AND USE Of THIS T. V c _ _ __ Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR HUIIDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNIR, PUR } �( �\ nDlne,c�ly,rl, s�Baa ANoIYII'1 1 I9SS MCFION 7 t,AfP —. ,� SPACING SFE ABOVF 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3 . NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4 . APPROVED BY t0 APPROVAL DATE: DEL . DATE 16 " DEEP SY42 4• JOB: 0744 LD co CUSTOMER; GRIDER BLDRS . 4LOC: 2016 BEACH AVE . - _ DESIGNER: KEN PARKER 7 F JOB NO: 0744 PAGE NO: 1 OF 1 6X6 POST I 611 — 139411 miss BM-6 - FT-4 m i Lo m m FT-4A o a m BM-5 cn Cu L SM-8 cn BM-9 6X6 BM-i0 LC) v POST 01 � m BM-3 N Co .+ Lo N 11 00 m I ao 00 co BM-i }gym 915118 N {---- 14 ' 28 ' Scale: 1/8 " = 1 ' (0744-R-CURRAN RES - 4' CJ ) THIS DWG PREPARED [ROM COMPUILR INPU1 (LOADS & DIMLNSIONS) SUBMIIItt) BY IRUSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 31.83 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I, EXP D. WEBS 2x4 SP #3 WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 0 6-0 III 32-9-13 8 f— R=6 U=49 3-2-0 T — 30-0-0 W3X5(B1) ia R=-30 U=180 W1.5X4 III �-2-0-0----1-2-0-12---J �4-0 0 Over 3 Support,s__� R=319 U=651 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:4 FI- 4 R - Scale =.375" Ft. "NAR N 'TNGTRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILING AND BRACING. REFER 10 HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R151 - -19529 PC '0 UTE, 583 U'ONOF0.10 DR., SUITE 200, MADISON, N] 53]19), FOR SAFETY PRACTICES Pft108 10 TC DL 7.0 P S F DATE 1 1/1 5/0 0 PERFORMING THESE FUNCTIONS. UNLESS OTIIERNISE INDICATED, TOP CMORO SNAIL HAVE PROPERLY ATT ACHED 1P"G SIRUCIURAL PANCI S. BOILOM CHURO SHALL HAVE A PNOPENLY ATT AC IIto RIGID CCCIING. "IMPORTANI" FURNISH A COPY (it IVIS UtSIGN TO THE INSTALLAfIUN CONTRACTOR. ALPINE ENGINIIRLD If BC DL 10.0 PSF DRW IIt.uSiti`,I OO.stoot3 PRCULT' INC. SHAH NOf BE RESPONSIBLE FOR ANY OEYI ATION FROM 1HIS DESIGN: ANY TAIL URE 10 s�rJn��t qJ, _ RU ILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTAILING AND V" ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ,N IV =# BC LL 0.0 P S F HC-ENG DLJ/MMA SPE CIf IC ATIO N PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND 7II. Al PINE + CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAIY. STEEL, EXCEPT AS NOTED. APPLY CUNNEClORS TU y fQ TOT.L D. 37.0 P S F S E A N - 97063 EACH TACE OF TRUSS, AND UNLESS UTNE RNISE LOCATE ON TNIS DESIGN, POSITION CONNECTORS PER }(fN RE SPONDRAWIN°IB I601TY SOLFLYTF ORlif STME TNUSSEAL ON ICOMP ONE NT DE S DRAWING 91GN15HONryCS CEPTATHE NCE SUITAHIL ITYUAND uNAL sE lUFE7HNS .91.%'••,ORIOP' D U R.FAC. 1.2 5 FROM K P Alpine Engineered Product s,Inc. t G\ itlIIIICNEIIy,I'I. U1R44 OMPIINFNI (UR ANY PARIIf,IIIAN tlIIIIIIING IS 1111 HISPONSIBIIITY llt TIIE Oil 01 UI SI.NIR. PIH SPACING ?4 .0" — — ------ --- ANSI/II•I I Ih'1S Sf'll (. 1Z!EU'� (0744-R-CURRAN RES - 4' CJ ) ]HIS DWG PRIPARIO FRAM COMPUItR INPIII (TOADS b DIMENSIONS) SUDMIIIID BY ]ROSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 31.83 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL-5.0 PSF, WIND BC DL-5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III W1.5X4 III 8 r 3-2-0 T 0n in -6-0 30-0-0 W3X5(Bl) imm m �q W1.5X4 III W1.5X4 III L-2-0-O---J �_4-0-0 Over 2 Supports R--23 U-390 W=8" R-319 U=270 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL 4 R Scale =.375" Ft. *'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F 8 1 5 1 - - 19530 BRACING. REFER TU H18 91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE — INSTIrD1E. 583 D'ONOFRIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ACHED TIC D L 7 .0 P S F DATE 11/15/00 STRUCTURAL PANEIS. BOITOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. ���• r� -IMP ORIANT`• FURNISH A COPY OF IIIIS UESTGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ?/ B C D L 1 0,0 P S F D R W OcusRiS1 003700.50 PRODUCTS, INC. SHALL NOT BE RESPONSI BIE FOR ANY DEVIATION FROM TI11S DESIGN; ANY FAIL UNE TO ff •••��IFI —— ----- BUILD THE TRUSSES IN CONFORMANCE WIT N TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO •4�' ,� B C L L O.O P S F H C-ENG DLJ/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CUNF ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •4)V {+ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t} CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO } J¢ T 0 T.L D. 37.0 P S F S E Q N - 9 7 0 b 7 i •. EACH FACE OF TRUSS, AND UNLESS OIHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW I NGS 160 A Z. TDI SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PR OF ESSIONAI ENGINEERING CS.!�(0R10P=��4� O U R.FAC. 1 .25 F ROM K P Alpine E11 111 RF SP UNSIB II TTY Slll till FOR TILE THUS) CUNF UNENT Dk SIGN SIfOWN. TILE SOf TAH IIITY AND USE OF THIS 1 _ — —--- P 6 ccrcd Products,Inc. 1101111:5(..IIyj'L 339.14' MI'uNINI IIIM ANY PAIIIII:IIIAN H1111DING I'., 1111 NI%PONSIHII11 111 1111 HU Of III NG I1lSICNIR, 1'IN }•IY,C.gf�EN�.,••� SPACING 24 0" All 11141 1 1'.'J; - �.I IVH ! - (0744-R-CURRAN RES - 2' CJ ) THIS DWG PREPARED FROM COMPUIEk INPUT (LOADS & DIMLNSIONS) SUBMIIILI) BY IkOSS MIR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 31.17 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT 1, EXP D, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. + SUB-FASCIA REQUIRED. SUB-FASCIA AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS. e31-5-13 R-52 U-180 1-10-0 0 6 0 + R-74 U-1B0 3R 020U-180 W3X5(B1) L-1-11-4--J 2-0-0 Over 3 Supports PLT TYP. Wave TPI -95 Design Criteria: TPI STD 19.Ob2 QTY:4 FL 4 R - Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151 - - 19531 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (1RUSS PLATE _ INSTITUTE, 583 D'ONUFRIQ UR., SUITE 200, MADISON, NI 53719), FO0. SAFETY PRACTICES PRIOR TO .rM���+�1r T C D L 7.O P S F DATE 1 1/15/00 PERFORMING THESE FEE C11 ON S. UNLESS O1HER Nl SE INDICATED, TOP CHORD SNAIL "All PROPERLY ATTACHED 1P"tt udQ S T RUC T OR At PANELS, 8O11OM CHORD SHALL HAVE A PROPERLY ATTAC LE RIGID CEILING. "IMPUHTANI" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F Q** •• Y BC DL 10.0 PSF DRW IILOSRIb) 00320025 PRODUCIS, INC. SHALL NOT BC RESPONSIBLE FOO ANY DEVIATION FROM THIS DESIGN; ANY FA II UftE TO �(���� \1 I BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND Vr rF ALPINE BRACING OF TRUSSES. THIS UESIGN CONFORMS WIT APPLICABLE PROVISIONS OF NOS (NATION At DESIGN _* B C L L 0.0 P S F HC-ENG DLJ/MMA SPECIFICATION PUBI.ISHIU HE THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AIPINE i C.UNNlC IONS ARE MADE Of 2OGA ASIR AG53 GR4O GAL Y. SlEll. FX Cf PT AS NOTED. APPLY f.UNNICIUNS 10 p S OF j Q TOT.L D. 37.0 P S F S E Q N - 41464 EACH IACL Of INUSS. AND UNItSS OIHERWISC LOCA]t0 ON THIS UESIGN, PUSITION CUNNECIORS PEN t(n i (V --- - ------ ------ ------------ UflANINGS 11, A 1. Tlit SE At UN 11115 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL I GINECRINC i.C��n•.�� plpP:'k. DUR JAC. 1 .25 FROM KP Alpine Engineered Products,loc. RL;PUNSltlI111'! SOLELY ION 111( MUSS f,UMPUNENT DF SIGN SIIDWN. E SUIIAII.G LI AND LIE UI IIIIS tl)�`• �� IIAIIICB CIIy,I'1. 338Qq 1:011KNE NI TUR ANY VARIIf,III AN HU II DING IS 111E RE SPGNSId 111TY Of IIIE HU 11 U1NG UE SI GN LN, PFN twHC;0�E. ,r SPACING 24.0" AN',I/IPI 1 I'i95 Sf CTIUN 2. M GABLE DETAIL 2x6 'T'" -- ----- REINFORCING GABLE VERTICAL PLATE STALES NEYUEM SYN -- ---— — -— — - _ ext RC ABOII'I' r'oR LET-IN VERTICALS VERTICAL LENGTH PLA'T'E IF PLATES REINFORCING BV1'WEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" IX4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL. �\ LESS THAN 11' GREATER THAN 11' 6" 2.5X4 2.5X8 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + • IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO 'T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X4 2X4 "L" BRACE. GROUP A. OBTAINED FROM THE VERTICAL GA + 2X4 ^ 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH / I SBCCI WIND LOAD. TMP. MAXIMUM ALLOWABLE '1'" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOT•I'OM CHORD. EB LENGTH INCREASE W/ "I" BRACH: WIND SPEED 'T" REINF. SBCCI ASCE AND MRH MBR SIZE 110 MPH 2x4 10 7 10 7 +. 15 FT 2x6 40 7. 50-% 110 MPH 2x4_ 10 7 _10 7 30 F"1' 2x6 50 7" 50 7 100 MPH 2x4 __!O 7 10 7 15 FT 2x8 30 7 50 7 100 MPH 2x4 10 7 10 7 30 FT 2x6 40 % 40 7 + + 90 MPH 2x4 20 % 10 7 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x8 20 7 40 7" RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 R l0 7 ATTACH EACH 'h'" REINFORCING MEMBER WITH 30 F"1' 2x6 30 7 50 7 4 TOE AILS 80 MPH 2x4 10 7 20 % HAND DRIVEN NAILS: 15 FT 2x8 10 7 30 7. 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d T" REINFORCING COMMON 'TOENAILS IN TOP AND BOTTOM CHORD. 80 MPH 2x4 20 7 10 7 MEMBER GUN DRIVEN NAILS - 0.131" X 3": 30 FT 2x8 20 7 40 7. TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 7 20 7 AND BOTTOM CHORD. _15_F"1' 2x6 0..,7. __.20 7 70 MPH 2x4 10 7 _ 20 7 GABLE TOENAILS THIS DVIAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 F"I' 2x6— ----10_7 _ 30 7--- TRUSS� SPACED AT ----- 4" O C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DE'T'AIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015EN0699, A10015EN0699, A09015ENO699, A08015EN0699, A07015EN0899 MEAN ROOF HEIGHT - 30 FT A11030EN0699, A10030EN0699, A09030EN0699, A0803UEN0699, A07030EN0699 GABLE VERTICAL - 24" OC SP #3 SBCCI GABLE DETAIL DRAWINGS "i"' REINFORCING MENDER :TLE - 2X4 S11015ENO609, S10015EN0699, 509015ENODUU, S00015ENOODU, 807015ENU09B "'1'" BRACE INCREASE (FROM AUOVE) - 10% - 1 Ill S11030EN0699, S10030EN0099, S09030EN0899, S08030EN06UU, S07030EN06UU (1) 2X4 "L" BRACE LENGTH - 6' 7" 4 TOE MAXIMUM "T""T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DF;i'AIL (ASCE OR SBCCI 1.10 x e' 7" � 7' 3" CEWNG WIND LOAD) FOR MAXIMUM UNREINFORCED CABLE - ----- VER'TICAL LENG'T'H. 'PHIS DRAWING REPLACES DRAWINGS CAB98117 876,719 & HC26294035 ILLING AND BRACING. REFER EXTREME IB-91R(HANDLING FABRICATING,E IN INSTALLING,AND BRACING), G. INSTALLING PUBLISHED REL'' LEAP-IN VERT BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR DA'I'S 06�25�99 SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �yMr TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL- G HAVE A PROPERLY ATTACHED RIGID CEILING. �`I.• •IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE � DRWG GBLLE'PIN0699 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BL RESPONSIBLE FOR ANY DEVIATION FROM THIS .G•�j IFIL -- --- DESIGN; ANY FAILURL TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, (}� -ENCi [)[„]/hAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH �;, )S I,�,okn APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE f7i• AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST, A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF tpi• STATE OF 'L'O'P. LD. 60 PSH' ALPINE ENGINEERED PRODUCTS INC TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERfn POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL /S•:;�(ppIOP= R. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THEtiHfD ENG AX SPACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/Till 1-1995 SECTION 2. 1 1 ,� 1 1 i y PRICE 0 U TE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME ✓ l C ,ft MAILING ADDRESS .?O/ q PHONE NUMBER Lff�3 _` DATE SERVICE REQUESTED SERVICE LOCATION a?Q DATE SET TO PUBLIC WORKS DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER: OTHER: PRICE QUOTE PREPARED BY: Signature - Title DATE NOTIFIED OWNER e���`� Department of u Y y j h b Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary September 14, 2000 TO WHOM IT MAY CONCERN Request for Public Comment File Number: DU-279 Applicant: Michael Curran You are hereby notified that the Department of Environmental Protection is considering the referenced application for a coastal construction control line permit, pursuant to Section 161.053, Florida Statutes, for the construction of the removal of reconstruction of existing structure. A copy of the plans is enclosed. The proposed project is located approximately 110 feet and 160 feet north of the Department of Environmental Protection's reference monument R-43, in City of Atlantic Beach, and is within the local jurisdiction of City of Atlantic Beach. Project address: 2019 Beach Avenue, Atlantic Beach. This public comment notice is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of: (1) The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system. (3) The expected impact of the proposed construction to adjacent properties. (4) The expected impact of the proposed construction on lateral public beach access. (5) Appropriate siting of the proposed construction with respect to local setback, zoning restrictions, and maximum usage of upland portions of the property. (6) The expected impact of the proposed construction on nesting sea turtles and hatchlings and their habitat. Comments should be submitted within fourteen (14) calendar days after the date of this notice to Dana A. Latino, the Florida Department of Environmental Protection, Office of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 310, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Office of Beaches and Coastal Systems at 5050 West Tennessee Street, Building B, Tallahassee, Florida. it r` DAL/kbc ii Enclosure "More Protection, Less Process" Printed on recycled paper. 42'-U" 5t:AWAKU LOAJ I GAN-i X331-7 3/8" SE-AWAPD LIMITS ENCLOSED STRUL. , - COASTAL CONSTRUCTI-O-Nr`l CONTROL LINE ROOF HIGH POINT +5 2ND FLR CEI +49. 2ND FLO R+40.181 ,EXIST STRUCTURE y FLOOR ELeV PERT EXIST WOOD DECK TO RtMAI 2ND I L;+�4 9. 2ND �n 16T FLOOR +28.01 EXIST WOOD DECK TO BE RE ACH SLAB Om NUE E V14 --1 co PROPERTY OTT +27.0' +17.791 GARAGE LINE +19.08, \GRADE BM/ EXIST GRADE BOTTOM EXIST AVE GRADE EXIST GRADE BASEMENT/ BEY6ND AUGER CAST CONC PILES PER . ENGINEERIG ALL EXCAVATED FIL REQUIREMENTS SEAWARD OF C.C.C.L. RELOCATED BELOW AROUND STRUCTURE OF THE C.C.C.L. TOTAL ESTIMATED F • PILL a 23 CU YD (PILING & GRADE BEAM EXCAVATION5 EXIST STRUCTUR -�� ACCESSORY SECONDARY , WOOD TO BE REMOVED DWELLING ON SPREAD 1-TORY FRAME DECK SHOWN DOTTED CONC FOOTINGS & • #2025 STRUCTURALLY SEPARATED FINISHED FLOOR = 28.71 FROM MAIN RESIDENCENLW N 89• 8" E 188, 93' 1i.w WrA L K WOOD 0 4• WOOD DECKml wvvw � --. PORPH_ ` � `• �; , ,,', .1 .' , '',+•g" ° �`,k6" , * r / EXISTING � � �� ; •o,i N� ,: DETACHED ,1a~, `. , • ' ` •\rn 1 WOOD DECK 4811 HIGH FENCE 'A 1 `, NE RESIDEN REDUCED BY IN PLACE OF D I 5'-O" W/ CANITLVERE SLIDING GATE,,,,V ' 4 i. , ISTING 1X 1 T FLR- 8. J /' --11 ; E X I S wool �� t�� y 2 26. _ _ •� ' ; STEP -250 10 38.98 —. _ _ ° - . _._.... .: _ . ., . _ . _ . . .�_ _ --t `_; 1 SAW S 89'44'08" W Ln NEW Y N PAVER y WALK o " EXIST a DECK CD >- N , REMOVED Nn, 01 ; L 0 T 66 4 is.� ENCLOSED STRUCTU E "-� Cn o, B5'-7�i'e"SEAWARD LTMI CANTILEVERD DECK 2 'o. 421-011 SEAWARD LIMIT G ! 1 .- — 2 STORY FRAM CITY OF huts SEMINO LE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TF1.FP1H()NF 0041 2-37 5800 FAX F.I04) '47-5$OS S+l'NiOM 852.5800 August , 2000 TO WHOM IT MAY CONCERN Re: 2019 Beach Avenue Curran Beach douse We have reviewed the project located at 2019 Beach Avenue and find that it does not contravene local setback requirements,zoning or building codes, and is consistent with the state approved Local Comprehensive Plan. Sincerely, (�2 a, � lion C. Fora Building Official, George o ley, 11 Zoning Director CURRAN BEACH HOUSE HVAC LOAD ANALYSIS for Gary Grider Construction 1864 Nightfall Drive Neptune Beach, FL 32082 LitejoftwQ11 RHVACRmD . HVAC N ADS Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 09-18-00 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Curran Beach House Neptune Beach, FL 32266-1798 09-18-00 Page 2 Project Summary Project: Curran Beach House Company: Ocean State Heating &Air Conditioning Client: Gary Grider Construction Representative: Jeri Boxx Address: 1864 Nightfall Drive Address: 1476 Atlantic Boulevard City: Neptune Beach, FL 32082 City: Neptune Beach, FL 32266 Phone: 249-7948 Phone: (904) 249-8251 Fax: 246-1082 Fax: (904) 249-8949 Design Data Project Name: Curran Beach House Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 2,020 CFM per square foot: 0.728 Square feet of room area: 2,776 Square feet per ton: 577.669 Building Loads Total heating required with outside air: 63,474 Btuh 63.474 MBH Total sensible gain: 44,403 Btuh 86 % Total latent gain: 7,256 Btuh 14 % Total cooling required with outside air: 51,659 Btuh 4.305 Tons (based on sensible + latent) 4.806 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday,September 18,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Curran Beach House Neptune Beach, FL 32266-1798 09-18-00 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 416 13,578 0 15,089 15,089 80 Glass Door Double Clear Glass Metal Frame 41 1,338 0 1,604 1,604 91 French Door Double Clear Glass Metal Frame 161 5,463 0 6,552 6,552 10D Door Wood Solid Core 36 745 0 407 407 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 992 2,678 0 1,463 1,463 14B Wall 8" or 12" Block+ R-5 1,456 9,434 0 3,629 3,629 16G Ceiling R-30 Insulation 1,492 2,216 0 2,216 2,216 201 Floor Over Open Crawl Carpet+ R-19 530 1,145 0 406 406 22A Slab on Grade No Edge Insulation 99 3,608 0 0 0 Subtotals for structure: 5,223 40,205 0 31,366 31,366 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 3,024 0 4,038 4,038 Infiltration:Winter CFM: 409.4, Summer CFM: 182.0 654 20,245 6,336 4,199 10,535 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 44,403 Temperature Swing Multiplier: X1.00 Building Load Totals: 63,474 7,256 44,403 51,659 Check Figures Total Building Supply CFM: 2,020 CFM per square foot: 0.728 Square feet of room area: 2,776 Square feet per ton: 577.669 Building Loads Total heating required with outside air: 63,474 Btuh 63.474 MBH Total sensible gain: 44,403 Btuh 86 % Total latent gain: 7,256 Btuh 14 % Total cooling required with outside air: 51,659 Btuh 4.305 Tons (based on sensible + latent) 4.806 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday,September 18,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Curran Beach House Neptune Beach,FL 32266-1798 09-18-00 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 169 5,517 0 4,771 4,771 91 French Door Double Clear Glass Metal Frame 120 4,072 0 3,972 3,972 10D Door Wood Solid Core 36 745 0 407 407 14B Wall 8" or 12" Block+ R-5 1,288 8,346 0 3,210 3,210 201 Floor Over Open Crawl Carpet+ R-19 322 696 0 247 247 22A Slab on Grade No Edge Insulation 99 3,608 0 0 0 Subtotals for structure: 2,034 22,984 0 12,607 12,607 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,664 0 1,835 1,835 Infiltration:Winter CFM: 208.0, Summer CFM: 92.4 325 10,284 3,219 2,133 5,352 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 20,175 Temperature Swing Multiplier: X1.00 System Load Totals: 34,932 3,219 20,175 23,394 Check Figures Supply CFM: 918 CFM per square foot: 0.715 Square feet of room area: 1,284 Square feet per ton: 588.062 System Loads Total heating required with outside air: 34,932 Btuh 34.932 MBH Total sensible gain: 20,175 Btuh 86 % Total latent gain: 3,219 Btuh 14 % Total cooling required with outside air: 23,394 Btuh 1.949 Tons (based on sensible +latent) 2.183 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday,September 18,2000 p idential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Htg&A/CCurran Beach House h,FL 32266-1798 09-18-00 Page 5 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 247 8,061 0 10,318 10,318 80 Glass Door Double Clear Glass Metal Frame 41 1,338 0 1,604 1,604 91 French Door Double Clear Glass Metal Frame 41 1,391 0 2,580 2,580 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 992 2,678 0 1,463 1,463 14B Wall 8"or 12" Block+ R-5 168 1,088 0 419 419 16G Ceiling R-30 Insulation 1,492 2,216 0 2,216 2,216 201 Floor Over Open Crawl Carpet+ R-19 208 449 0 159 159 Subtotals for structure: 3,189 17,221 0 18,759 18,759 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 1,360 0 2,203 2,203 Infiltration: Winter CFM: 201.4, Summer CFM: 89.5 329 9,961 3,117 2,066 5,183 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 24,228 Temperature Swing Multiplier: X1.00 System Load Totals: 28,542 4,037 24,228 28,265 Check Figures Supply CFM: 1,102 CFM per square foot: 0.739 Square feet of room area: 1,492 Square feet per ton: 569,014 System Loads Total heating required with outside air: 28,542 Btuh 28.542 MBH Total sensible gain: 24,228 Btuh 86 % Total latent gain: 4,037 Btuh 14 % Total cooling required with outside air: 28,265 Btuh 2.355 Tons (based on sensible + latent) 2.622 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Monday,September 18,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Curran Beach House Neptune Beach,FL 32266-1798 09-18-00 Page 6 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Laundry 322 7,787 101 0-0 0 4,495 614 205 1.00 205 205 2 Kitchen 432 12,340 160 0-0 0 7,631 1,218 347 1.05 365 347 3 Great 530 14,805 192 0-0 0 8,049 1,387 366 1.05 385 366 System 1 1284 34,932 454 20,175 3,219 918 954 918 Totals Main Trunk Size: 14x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.949 86%/14% 20,175 3,219 23,394 Recommended: 2.183 77%/23% 20,175 6,026 26,201 System#1 Equipment Data Heating System Cooling System Monday,September 18,2000 P- : Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. te Htg&A/CCurran Beach House each,FL 32266-179809-18-00 Page 7 Load Summary Reports System#2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 4 Bedrm 1 279 5,093 66 0-0 0 5,064 751 230 1.25 288 230 5 Bedrm 2 288 3,059 40 0-0 0 2,120 552 96 1.00 96 96 6 Study 208 7,305 95 0-0 0 4,807 891 219 1.05 230 219 7 Master 264 7,920 103 0-0 0 7,138 1,398 325 1.05 341 325 Suite 8 Hall 453 5,165 67 0-0 0 5,099 445 232 1.25 290 232 System 2 1492 28,542 371 24,228 4,037 1,102 1,245 1,102 Totals Main Trunk Size: 16x12 in. System#2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.355 86%/14% 24,228 4,037 28,265 Recommended: 2.622 77%/23% 24,228 7,237 31,465 Monday,September 18,2000 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Curran Beach House 9/00 Builder: Gary Grider Construction Address: 2019 Beach Avenue Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0[cBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 - 4. Number of Bedrooms 3 - b.NIA _ 5. Is this a worst case? No 6. Conditioned floor area(ft) 2776 fO c. N/A - 7. Glass area&type _ - a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 618.0 ftZ _ a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft= _ HSPF:7.00 - d.Tint/other SC/SHGC-double pane 0.0 ftZ b.N/A _ 8. Floor types - a. Slab-On-Grade Edge Insulation R=0.01 99.0(p)ft _ c. N/A _ b.Raised Wood.Post or Pier R=19.0,530.Oft2 _ - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=19.0,992.0 ft' _ EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0, 1456.0 ff _ b.N/A - c. N/A _ d. N/A a Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1558.0 fl? _ 15. HVAC credits MZ-C,MZ-H - b.Under Attic R=19.0,42.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) i Glass/Floor Area: 0.22 Total as-built points: 32130.00 PASS Total base points: 32591.00 I hereby certify that the pians and specifications covered Review of the plans and o�TtsT9_T� by this calculation are in compliance with the Florida specifications covered by this ti =` o Energy Code. calculation indicates compliance .,,;�''� PREPARED BY: Ocean State HVAC with the Florida Energy Code. �' ""'- "°'�=`�'•'�''` , °B Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as desi ned, is in compliance with Section 553.908 r'l• D ��� compliance with the Florida r C Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: i. DATE: DATE: O EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2776.0 33.05 16516.7 Double, Clear N 3.5 2.0 4.0 19.22 0.63 48.7 Double, Clear N 1.5 17.5 12.0 19.22 0.99 229.4 Double, Clear W 6.5 3.5 4.0 36.99 0.42 61.5 Double, Clear S 10.0 4.5 6.0 34.50 0.45 92.2 Double, Clear N 1.5 15.5 4.0 19.22 0.99 76.4 Double, Clear N 1.5 19.5 36.0 19.22 1.00 688.6 Double,Clear E 13.0 9.5 48.0 40.22 0.45 866.2 Double,Clear E 13.0 9.0 35.0 40.22 0.44 619.7 Double,Clear NE 10.0 9.0 25.0 28.72 0.56 403.6 Double, Clear SE 10.0 9.0 25.0 40.86 0.47 484.4 Double, Clear E 8.0 10.0 48.0 40.22 0.57 1107.1 Double, Clear W 10.0 9.5 18.0 36.99 0.52 345.1 Double, Clear W 10.0 9.5 24.0 36.99 0.52 460.2 Double, Clear W 1.5 6.0 36.0 36.99 0.96 1273.3 Double, Clear N 1.5 7.0 15.0 19.22 0.96 275.9 Double,Clear N 1.5 4.0 4.0 19.22 0.88 67.6 Double,Clear N 1.5 7.0 30.0 19.22 0.96 551.7 Double,Clear N 1.5 4.0 4.0 19.22 0.88 67.6 Double, Clear N 1.5 7.0 25.0 19.22 0.96 459.8 Double, Clear E 8.0 8.0 28.0 40.22 0.52 583.2 Double, Clear E 8.0 8.9 41.0 40.22 0.54 895.2 Double,Clear NE 6.0 8.0 20.0 28.72 0.65 372.7 Double, Clear E 4.0 8.9 41.0 40.22 0.76 1252.5 Double, Clear SE 6.0 8.0 20.0 40.86 0.55 452.1 Double,Clear S 1.5 8.0 18.0 34.50 0.92 571.7 Double,Clear S 1.5 4.0 8.0 34.50 0.74 203.5 Double,Clear W 1.5 8.0 18.0 36.99 0.96 636.7 Double, Clear W 1.5 14.5 21.0 36.99 1.00 773.1 As-Built Total: 618.0 13919.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 19.0 992.0 0.90 892.8 Exterior 2448.0 1.70 4161.6 Concrete,int Insul, Exterior 5.0 1456.0 1.00 1456.0 Base Total: 2448.0 4161.6 As-Built Total: 2448.0 2348.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 36.0 6.10 219.6 Exterior 36.0 6.10 219.6 Base Total: 36.0 219.6 As-Built Total: 36.0 219.6 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1493.0 0.60 895.8 Under Attic 30.0 1558.0 0.60 934.8 Under Attic 19.0 42.0 1.10 46.2 Base Total: 1493.0 895.8 As-Built Total: 1600.0 981.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 99.0(p) -37.0 -3663.0 Slab-On-Grade Edge Insulation 0.0 99.0(p) -41.20 -4078.8 Raised 530.0 -3.99 -2114.7 Raised Wood, Post or Pier 19.0 530.0 0.77 406.0 Base Total: -5777.7 As-Built Total: -3672.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 2776.0 10.21 28343.0 2776.0 10.21 28343.0 Summer Base Points: 44359.0 Summer As-Built Points: 42139.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 42139.3 1.000 1.031 0.341 0.950 14090.6 44359.0 0.3573 15849.5 1 42139.3 1.00 1.031 0.341 0.950 14090.6 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Fioor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2776.0 9.76 4879.3 Double, Clear N 3.5 2.0 4.0 14.30 1.02 58.6 Double, Clear N 1.5 17.5 12.0 14.30 1.00 171.6 Double, Clear W 6.5 3.5 4.0 10.77 1.22 52.5 Double, Clear S 10.0 4.5 6.0 4.03 3.55 85.9 Double, Clear N 1.5 15.5 4.0 14.30 1.00 57.2 Double, Clear N 1.5 19.5 36.0 14.30 1.00 514.8 Double, Clear E 13.0 9.5 48.0 9.09 1.37 596.9 Double,Clear E 13.0 9.0 35.0 9.09 1.38 439.0 Double,Clear NE 10.0 9.0 25.0 13.40 1.05 350.6 Double,Clear SE 10.0 9.0 25.0 5.33 2.04 271.8 Double, Clear E 8.0 10.0 48.0 9.09 1.23 536.0 Double, Clear W 10.0 9.5 18.0 10.77 1.17 227.1 Double, Clear W 10.0 9.5 24.0 10.77 1.17 302.9 Double, Clear W 1.5 8.0 36.0 10.77 1.01 392.1 Double, Clear N 1.5 7.0 15.0 14.30 1.00 214.9 Double, Clear N 1.5 4.0 4.0 14.30 1.01 57.6 Double,Clear N 1.5 7.0 30.0 14.30 1.00 429.7 Double,Clear N 1.5 4.0 4.0 14.30 1.01 57.6 Double,Clear N 1.5 7.0 25.0 14.30 1.00 358.1 Double,Clear E 8.0 8.0 28.0 9.09 1.29 327.3 Double, Clear E 8.0 8.9 41.0 9.09 1.26 469.0 Double,Clear NE 6.0 8.0 20.0 13.40 1.04 277.8 Double, Clear E 4.0 8.9 41.0 9.09 1.10 410.5 Double, Clear SE 6.0 8.0 20.0 5.33 1.68 179.4 Double,Clear S 1.5 8.0 18.0 4.03 1.04 75.8 Double, Clear S 1.5 4.0 8.0 4.03 1.35 43.7 Double,Clear W 1.5 8.0 18.0 10.77 1.01 196.0 Double,Clear W 1.5 14.5 21.0 10.77 1.00 226.4 As-Built Total: 618.0 7380.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 19.0 992.0 2.20 2182.4 Exterior 2448.0 3.70 9057.6 Concrete, Int Insul, Exterior 5.0 1456.0 5.70 8299.2 Base Total: 2448.0 9057.6 As-Built Total: 2448.0 10481.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 36.0 12.30 442.8 Exterior 36.0 12.30 442.8 Base Total: 36.0 442.8 As-Built Total: 36.0 442.8 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1493.0 1.20 1791.6 Under Attic 30.0 1558.0 1.20 1869.6 Under Attic 19.0 42.0 2.00 84.0 Base Total: 1493.0 1791.6 As-Built Total: 1600.0 1953.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 99.0(p) 8.9 881.1 Slab-On-Grade Edge Insulation 0.0 99.0(p) 18.80 1861.2 Raised 530.0 0.96 508.8 Raised Wood, Post or Pier 19.0 530.0 0.88 464.3 Base Total: 1389.9 As-Built Total: 2325.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 2776.0 -0.59 -1637.8 2776.0 -0.59 -1637.8 Winter Base Points: 15923.3 Winter As-Built Points: 20946.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 20946.3 1.000 1.048 0.487 0.950 10159.3 15923.3 0.5340 8503.1 1 20946.3 1.00 1.048 0.487 0.950 10159.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach Avenue, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 15849.5 8503.1 8238.0 32590.51 14090.6 10159.3 7879.8 32129.8 PASS 4Vp4 THE STg7�O� ner EnergyGaugeT"" DCA Form 60OA-97 EnergyGaugeO/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details [ADDRESS: 2019 Beach Avenue,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits, chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS ICHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap reqwired. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 k. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score,the more efficient the home. 2019 Beach Avenue, Atlantic Beach, FL, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 2776 ft2 a N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 618.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtuihr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 d. Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,99.0(p)ft _ c. N/A _ b. Raised Wood,Post or Pier R=19.0,530.Off c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=19.0,992.0 ft2 EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0, 1456.0 ft2 b. N/A _ c. N/A _ d.N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1558.0 ft2 15. HVAC credits MZ-C,MZ-H _ b.Under Attic R=19.0,42.0 ft2 (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 01TtLE sTgT� in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code coqpliant features. h Builder Signature: Date. 0 - a Address of New Home:}ADM 2eAC#A1)& City/FL Zip: r c3ZzJ.7 *1VOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EP.AIDOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EELI) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) FISHER& SIMMONS ARCHITECTS, INC. 1510B Second Street South•Jacksonville Beach,Florida 32250 Phone:(904)247-1800• Fax:(904)247-4900 July 25, 2000 Mr. Don Ford City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Re: Curran Beach House 2019 Beach Avenue Dear Don: Attached are the revised plans for the Curran Beach House showing the secondary garage/residence separated from the main house by a 37" walkway. Kevin Partel is assisting us in obtaining the D.E.P. permits. To start the process he needs a letter from the City of Atlantic Beach stating that the proposed project does not"contravene local setback requirements, zoning, or building codes, and is consistent with the state approved Local Comprehensive Plan". If you could please provide this letter addressed to: Kevin Partel 4230 Myrtle Street St. Augustine, Florida 32095 it would be greatly appreciated. Thanks for your help. Sincerely, Top, J.W. Te S mmons, AIA JWTS:mh encl. cc: Kevin Partel 2021M03.1et.wpd s RECEIVED PROPERTY DESCRIPTION r 4 v 2 1 2000 Lot # Block #__j5 section # City of At1La11:1G Beach Subdivision: Afd>n.p At-"". I�Ge�Gtf and 'LO,,,ng Building Street Name ���'�'U� DESCRIPTION OF WORK or Address: _ (If in a FLOOD HAZARD FloodZone: 0� x area complete page 3) Brief Description Class of Work: (New/ Remodel/Addition: A,,C-W _ ZONING INFORMATION Type of Construction: Zoning Proposed District: Use: Estimated Value $ b©a Exceptions or Variances Materials: W1a4PFra*--- Jac, Granted: Solid or `F`�illed Ground: 644 .—Roof: 5#ii ke Method of Heating: pu_A%o OWNER INFORMATION Property Owner: u A) Phone: Mailing Addresses . 74fC O Zip: $ CONTRACTOR INFORMATION Contractor: 5-NA-1 6poo- Phone: ''g 6or, _ Mailing Address: 4J- 0414M -.- -zip: , ;kA4 L Expiration STATE LICENSE NO: G G 01T61 8g _ _ Date: �1-U ? I 2 00Z I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OE' THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature T DATE Contractor Signature DATE _ SWORN TO AND SUBSCRIBED BEFORE ME BY THIS DAY OF 199--. �" NOTARY PUBLIC