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812 Ocean Blvd 2014 Construction Trlr [F4EC STRUCTURAL COMPONENTS 8101, 6 2 p 3 I"'I H ALL STRUCTURAL COMPONENTS SHALL 7'0"BEAOUSE MEET DESIGN CRITERIA SET FORTH IN c 798 w Broad NE RING'Su a 33 ALL DIOORS,IWINDOWS,AND GLAZING 6 0 2 ar ct ITEC ENGINEERING-INTERIORS ando FLr328 ---_- 4 New t 0 1 FRAMING SHALL BE ABLE TO WITHSTAND 0 .7s' 0 Or1321.251.809614 . ;�� ��©JECT: �TE WIND PRESSURE FOR COMPONENTS AND c et www.e l i to u n ve rs a l.n CONSTRUCTION TRAILER W _a o ,Ina ". _ -CopyrM2fi00109 Ellel7n ersal �, L, CLADDING PER FBC CODE, CHAPTER 16 nlRi ntsaes�ed. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. 812 OCEAN BLVD. z .. - 2. CONSULTANT ' iP y ATLANTIC BEACH FL 32233 ------------ DESIGN LOADS: I ( ,�, 179 6 � 1.15 IMPORTANCE FACTOR: INTERNAL PRESSURE C 18 aEXPOSURE: C OWNER ARCHITECT/ ENGINEER OF RECORD CONTRACTOR BUILDING CATEGORY. TYPE 11 F ' �:. " �',` ,...e r : HEIGHT: 35' In. plate we e DAVID REED ELITE UNIVERSAL, INC. TO BE DETERMINED ' r ! B B to right side door. DAVID REED ANDREW SECHLER N.SAM AHMAD ADRIAN WOODS p _ (ASCE 7-98)A (Note ) K _ 812 OCEAN BLVD. 4798 NEW BROAD STREET,SUITE'330' 5850 MASTERS BOULEVARD <, COMPONENT&CLADDING N 3 AtEtrs#Orah �, a ATLANTIC BEACH,FLORIDA 32233 ORLANDO,FLORIDA 32814 ORLANDO,FL 32819 r� DESIGN WIND PRESSURES (407)903-5765 (321)251-8096 (407)353-6137 A TANCOE FACTOR A • lMPOR R 1.15 s � e BUILDING LANDSCAPE ARCHITECT STRUCTURAL ENGINEER OF RECORD : EFFE�T�VE BASIC WIN 3 { LINE OF GRAD COMPACTED I-SCAPES, LLC FRANK C. FROMHERZ II AREA 920 MPH i a +MAX. -MAX. PLACE SANDBAG,OR BRAD WEBSTER ALLAN IOSUE FRANK C.FROMHERZ II,P.E. ZONE (SF) " OTHER PROTECTION FROM 13485 PRINCESS KELLY DR. 201 EVANS ROAD, SUITE 101 1 10 14.9 -23.7 TRIP HAZARD AT CABLE/ROD inch(nominal)thick e JACKSONVILLE,FL 32225 NEW ORLEANS,LOUISIANA 70123 mun d luaun plywood (904)445-8380 (504)733-86861 1 20 13.6 -23.0 Corrugated Corrugated 1 50 11.9 -22.2 vertical side vertical side 1 100 10.5 -21.5 wall wall 2 10 14.9 -41.3 75' 1"long steel'pin' tonight door"thick .(Note 4el latch)late elded 3'9"- 2 CODE SUMMARY CGDE SUMMARY z 20 13.6 -38.0 z° 7" 625" 75" ,' 4.5" a 2 50 11.9 -33.6 s.z5 2 100 10.5 -30.3 7"� D 0.79' Existing Building Code-2010 A015 CONSTRUCTION TRAILER SITE PLAN/DETAILS 3 10 14.9 -61.0 31 �I 37 Building Code: Florida Building Code 2010 3 20 11.9 -57.1 15° 15° 15° 15° Section H-H Mechanical Code: Florida Mechanical Code 2010 3 50 10.5 -51.8 s„ g$ 2 AIRCRAFT CABLE,WITH Plumbing: Florida Plumbing Code 2010 3 100 13.0 -47.9 z°AIRCRAFT CABLE,WITH STAINLESS STEEL COMPRESSION SLEEVE, y Electrical Code: National Electrical Code 2008 4 10 25.9 -28.1 STAINLESS STEEL COMPRESSION SLEEVE, FULLY CRIMPED,EA.CORNER. a' Fire Code: 2010 Edition, Florida Fire Prevention Code 2010 4 20 24.7 -26.9 FULLY CRIMPED,EA.CORNER. 48"ANCHOR ROD. e with Florida Amendments 4 50 232 -25.4 4--0" 48"ANCHOR ROD. 4'-0" (MI2H5l8)/518 IN.ROD,48 IN.12-GAUGE LONG 4 100 22.0 -24.2 a Life Safety Code: NFPA 101,2009 Edition GALVANIZED ED IN.ROD,48 IN.12-GAUGE LONG GALVANIZED STEEL/ANCHOR DOUBLE HEAD 4 500 19.3 -21.5 GALVANIZED STEEL/ANCHOR DOUBLE HEAD EARTH ANCHOR/1 R y with Florida Amendments 5 10 25.9 -34.7 EARTH ANCHORM 13 Uniform Fire Code 2009, with Florida Amendments 5 20 24.7 -32.4 5 50 23.2 -29.3 3 Accessibility Code: Florida Building Code 2010, CH, 11 5 100 22.0 -26.9 Energy Code: Florida Building Code 2010, CH, 13 5 500 19.3 -21.5 a CODE SUMMARY, SHEET INDEX SCALE: NOT TO SCALE 19 COMPONENTS 86CIA(�DF4tl�TO SCALE 19 CONSTRUCTION STORAGE ELEVATION SCALE: 112"=1'-0" 10 TIE DOWN DETAIL SCALE: 1/2"=1'-0" 04 3' PROJECT a ( N84°37'56"E 168.1 IRON - IRON ) I I PRODUCT OVERVIEW FOUND 1/2" IRON SET 1/2" IRON � 48 IN.GALVANIZED IRON ROOT DOUBLE HEAD s PIPE NO CAP 6 WO 0[� FENCE PI E, CAP LB3672 MANUFACTURED HOME ANCHOR 5/8 IN.ROD WITH 6 IN. ES SLOTTED BOLT,STRAPPING,AND STABILIZER UPRLATE TO ANCHOR HOME R BUILDING TO ' I I GROUND.INSTALLS USING ELECTRIC DRIVE MACHINE OR FENCE 0. 5 I O y, ROD/PIPE.FOR USE IN FLORIDA. s 3 TO LINE en ; • (MI2H5/8)/518 IN. ROD,48 IN.12 GAUGE LONG W ce) F GALVANIZED STEEL/ANCHOR DOUBLE HEAD EARTH N �z 5i I v TESTED TO HUD REGULATION 3280 TO O _j WITHSTAND A TOTAL OF 4,725 LBS. T 0 J �/ O I m • MADE IN USA y LU Z U w3 • VERTICAL PULLOUT IN MOIST SITY CLAY,TEST Q ¢[ O PROBE POUNDSORQUE VALUE BETWEEN 200-349 IN. W W z t..J > U 0v a I • FOR USE IN FLORIDA ONLY Q U u y • MFG MODEL#:59081 L Z D Q • 00 MFG PART#:59081 L - - - A C PADco q:]- a.0 T _ WALL � z 5 I 35.2 00 4.7' COLUMN Q 28. 2' N O 20.1 ' o -' ` I I z c� o CC�lVf:Di n � �1 19 � 0 � �AR�A CONCRETE WALK I �, y ONE STORY BRICK I o � z 4J I CONCRETE N NCE 8.1 ' 7 1 I < a DRIVE RESIDE a >, > 0 _ M � 0_ 3s 10 No . 812 �, I I � m w m N , Z 0 LOT 1 c I I D c Q - o r �- o v Ir*t > mD I � � m < I- w � � 0.3 N N 8.1 ' I vm � < � ' hl O 28. 4' 20.1 -P rr1 0 z TIE DOWN ANCHOR SCALE: NOT TO SCALE 03 z • 0 20.6' 11 .2' o -2. 4 �m � a� 111 � � O a= -m 2.0' o z I a) 4 w o �' F- z N _ COVERED ;x; o I " _' m I U Q VO STOOP 3.6 oo I o S EPS I ► C I o e - U) F- 3 2.1 'co N I oto E I ► U r 3. 9 g PROPERTY LINE o BRICK I C K �o e PATIO I I 6-0" 411 _ LOCATION OF(M12H5/8)/5/8 IN.ROD,48 IN.12 I I I y f I _gg44 - SEAL GAUGE LONG GALVANIZED STEEL]ANCHOR 3 DOUBLE HEAD EARTH ANCHOR/1 Yt �4 3 Y� 1 11 - � N I � II I I II 1 'I I I I I I I I IJk'i F L I I II , I rI" 'I •.3 16.8 s .6 • r60 BRICK w Sechler,PA 71 q d F�R0016658(FL) I i \ >S I �3 J Vl O d 1 ii # DATE DESCRIPTION s s Co I \ LOCATION OF M12H5/8/518 IN.ROD,48 IN.12 d ' 12103/13 SUBMIT 3 N ( ) t s GAUGE LONG GALVANIZED STEEL/ANCHOR DOUBLE HEAD EARTHANCHOR/1 `" C) - -a -- °h� 33 , I I I I }131 I '. 1 ' 1 I �' $I j / • Y - Q rn DRAWN BY: AFS CHECKED BY: AFS e I W - �; PROPERTY LINE I I 1 .2 �W DATE: DECEMBER 3,2013 o 't W r r� r Q �' 3. 0' SHEET: V _hi s a FOUND 1/2" IRON CHAIN LINK FENCE P PIPE, CAP LB1048 ar i FOUND 1-1/4" IRON 4' WOOD FENCE 015 -x-x-x-x-x-x-><-x-xxxxxx-x=x -xxxx } + Elite Universal Job No. SITE PLAN SCALE: 1/8"=1'-0" 06 NOT USED SCALE: NOT TO SCALE 01 08009