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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: Jr a5 a0/ REVISION FEE: 00 PERMIT # RECEIPT # rv7- PLANNING & DEVELOPMENT SERVI m BUILDING & CODE REGULATION DIVISI$N •� t% `� 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: SCANNED BY St. Lucie County ti.N 9 Clln�rLp 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: -7 3 S(- CITY: PHONE (DAYTIME): 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: --- CITY: - PHONE: 5. ARCHITECT/ENGINEER INFORMATION: NAME: _ ADDRESS: _ CITY: _ PHONE (DAYTIME): ST. 1 Mm CERT. #: ZIP: STATE:- -- - - - ZIP: - -- -- -FAX:- - --— }--� FAX: Rcvised i- Kit �� S b ZIP: TRACT "A" FND IRC (ILLEGIBLE)-\ (VACANT) 00 - o 00 cV O o00 O 286 TH, N. + + N89°48'10"E' -+5. + ti +°x $ t,� 165.03' C� 14P LOT "A-1" (3.73 ACRES) FND IR (NO I (0.1. SOUTH) --TOB �TOB� ti. O + +H"ry 60, �1) T n6N 1 +ry DI 4—Toe—'TOB �`l`ti TCH\ TOQ` TOB— y� N89°48'10"E DITCH 172.53' + + RY 6 5.02 Pt, O P, d0 'J ^II n 4.64 SGANNEU +� BY �p St. Lucie Count%, +yti 6�1 PROJECT BENCHMARK. + SET IRC LB 7056 EL=6.41 (NAVD 1988) +�6 ti 50 �' 15' FND IRC 4286 -(0.1' SOUTH, TRACT "A" 0.1' WEST) ,�� (VACANT) -TOB T0B +1h +0 7' 5.3' z DOSED M w 7 R WALK ED o r w n +6 100 © PRO PFtOP�50R�`IE PSQNP +rO - co FND PRM 4286 m v (0.1' NORTH, rn ,� 0.1' EAST) 0 +6 43. a +60 PROPOSED RESIDENCE PROPOSED-- -FFE- = 9.33' (NAVD 1988) M 01 NI COCOHERE I 04 o 23.3 tl ri N +� '3.4 5 0.01 01 ++ 13�82' r if'iP O i�":tro 0 I 0p k 4 q +Co. r M A. o+CD+k. �. � i� THESE PLANS A'D ALL PROPOSED WORK it ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIFLD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLICABLE CODES, S89°48'10"W 2 J 6i -j 9 l �5 7 t1 171 )..•+ 6 � Lim �i� �� � �I yy \ �TOB FND IRC (ILLEGIBLE) DITCH+^5 1' WEST) 1 vQ� V 4 O I2A6 +ry O �I � � r d- r7 O�' FND IRC 4286 g6 (0.2' WEST) }3 aq�.a .� �o H O/ EDGE �N 6 ' VEGET co FND IRC 4286 { (D.1' WEST) X 4.41 r r6S - CONSER I+h16 �� r (PER Pt N d +° 0 (0n �� Nth r O 7+ L7 KF + ND IR (NO ID) (0.1' NORTH; r 0.1' WEST) r L'1 Ln N cn I pe �k. FND PRM 4286 +µ I CONTRACTOR: THE PORCH FACTORY WIND SPEED AND EXPOSURE HAVE DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED gift\ \ \ 1 TECHNOLOGY COUNCIL'S 1VEBSITE (Afi [� ,�V1 \\\\\ �( ... - Applicable Codes, Regulations, and Standards AND GOOGLE EARTH. i I}'�G [± s �; ,`g � `� G...... 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 / Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the �,ay� ?'g `;',.,t sc�` � C%: •� o w Aluminum Design Manual prepared by The Aluminum Association, Inc. - Z O Lu Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in G / - - Z : U_ m l� ¢ O •. high wind areas, 2010. 3. ASCE 7-10. L13 T. LUCK COUNTY 7 •' \ UILDING DIVISION! ' Wind Loads !LIX]2: REVIEWED1. Buildin Occu an Catego Para a h 1604.5 and Table 1604.5: Risk Oq CO 8 P c1' rY. gr' PCategory 1. Y P10E2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind o ANS AND PERM T x c I BE KEPT ON JOB OR Speed: Vlar = 150 MPH, VAso=116 MPH t` ECTION WILL BE MADE Z w 3. Exposure Category, Paragraph 1609.4.3: B 4. Screen RoofEnclosure Table 2002A 2x55MB 0 a _ 2xpJ 2xpJ W Q m z Foundation Design - A-4 2x2pJ 2DJ c J Q u Concrete by pool company. No additional concrete footing is required to Q LL, resist the loads imposed by the proposed construction if the existing footing n x ZO z z is a minimum 8" x 8" and in sound condition, free from structural o N I12 = s cracking, spalling, or other deterioration. ti Ix2 q-B 1x2 in Z W W Q 2x2 l6 > O - Specifications � 2x2 The following specifications are applicable to this project: m5\ \ 1. Where concrete specifications are required, whether in the screen enclosure 1t - scope or not, by one or more regulatory agency, the following specifications m \ \\\ are applicable: tutu \\ \\ - a. Concrete shall conform to ASTM C94 for the following components: 1 1 1 sloe i. Portland Cement Type 1,-ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% -ASTM C 260 m N I I I iv.Water reducing agent - ASTM C 494 2x5 I I I sM3 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 X R ii. Welded wire fabric - ASTM Al85 2x5 I I I c. Concrete slump at discharge chute not less than 3" or more than 5". rm Water added after hatching is not peitted. d. Prepare and place concrete per American Concrete Institute Manualof \X2 Standard Practice, Parts 1, 2, and 3 including hot weatherrecommendations. - , I / II e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites #—to'-o' Ix2 TP pJ 1 N A-2 x 2 x x 2tJ ZY9 z x 2x xzpp. nm nm nm 2 nm F X NN XN NN Nm NN X N A-2 N z 2x 2X2 2X 'I' 24J 2x2 TYP q-2 A-3 37' o a n a L / / I N •D � I ( ( 2x5 c SMB I I I I I I � I I I I I I i n C G I I I z n I I I 2x5 U SMB I I I J � •I (.� I I I� I I I x N N X Q Z ozmR c� LU omo c \\\ \\ (t --I} LU W m �ri O lL t, A A \\ 1\N W 3 \ n rann a \\\ tN /1X2 -Uy ,zr, L 2 \\\\\ O U) Z i d iC O 2 \gym VI W .mist-Gu u C I II LL in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated . ..ulc with a bituminous paint or epoxy. CONCEALED -CHMENTS in W 2. Aluminum extrusions shall be 6005 T5 Alloy _ w m 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or A-B ARE THE RESPONSIBILITY OF THE betterzine plated -to ASTM-B633, m coated -stainless -steel series --'300"yor -- - - - p - - -- - -- - - - - - - - - - - - - - - -- - - - ------ uncoated stainless steel series "400". - -- I -" CONTRACTOR - -- -- - - - - - - ----- _ O 4. All Self Mating Beam Sections are to be stitched with either #14 screws G' w 0 U from ends and 24" center to center or # 12 screws 6" from ends and 12" center r U w ¢ w to center. N Nm �mm_ N-3/12 In xx3 x� XxZ x f.^•tjw.^.*= '1 p{j` 0 N Nm Nm NN NWr!t �(±Y �•L I.�L^J...I .I �,t�,'�v Y'i ��� O > N 5. Screened enclosures containing swimming pools shall comply with the I o m applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 2 z 2 x zz x ^^ ,;i , -s � s-I:a =, �i� Dom.. N OLL LL 6. Screen material shall be 18/14 screen. unless approved by Suncoast J� r -' ' �- ' ? f --i—NUM t:� t ? Aluminum Engineering, LLC. " ix U101 }�•IVc! �FZLa`I O DRAWNAG BY 7. Door location shall be determined by contractor in the field, S. When installing pavers over concrete slab or footing which are supporting DATE DRAWN aluminum members, such as continuous screen tracks or upright, the pavers A A A -a THESE PLANS AND -ALL PROPOSED WORIC 04/01/16 must be bonded to the concrete with an epoxy, thine!, or 3,000 PSI grout to 6'-2' 6'-2' a'-2' 6'-2- 6'-2' 6'-2' ARE SUBJECT TO ANY CORREC TION6 REVISION ensure full positive contact with concrete. REQUIRED BY FIELD S'iBPECTORS THAT _ m 9. All flashing and waterproofing shall be provided by the contractor. MAY BE NECESSAR`i PI OP :M TO ' _ 10. Use of these plans acknowledges and accepts a limit of liability not to COMPLY WITH ALL APPI}rAELE C000, exceed design and engineering fee. srlEer NO: Roof Type Roof Type: MODIFIED MANSARD ALUMINUM MEMBERS DIMENSIONS 2x2. 2"x2"x0046" 2x3: 2"x3"x0.050" 2x4 2"x4"x0050" 2x5' 2"x5"x0050" OPEN BACK SECTIONS 1 x 2: 1" x 2" x 0.040" 1 x 3: 1"x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x3 Snap: 2"x3"x0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2x6SMB: 2"x6"x 0.050"x 0.120" 2x7SMB: 2" x 7" x 0.057" x 0. 120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): IT W / BUILDEX OR EQUIVALENT MEMBER SIZE EDGE"C" 2x4 Yi 2x5 " 2X6-2X10 l 1Yi' EAVE RAIL (SEE A-1 FOR SIZE) ERNAUYSCREW1HRU"BEAM' W/ (3) #10 x 1 12" SMS - -l' x FASTEN TO SAVE RAIL W/ #10 x 1 12" SMS 6" FROM — UPRIGHT & 24" O.C. (1) 1/2" DIA x21IV THRU BOLT WI NYLOCK JAM NUT- IN LIEU OF NYLOCK JAM NUT, JAM NUT W/THREADLOCKER MAY BE USED INSTALLATION REQUIREMENTS: BOLT IS TO BE INSTALLED AS TO NOT DAMAGE BASE MATERIAL DO NO OVER TIGHTEN. 1/B" x 2" x TEXTRUDED '.LE 5052 H-32 ALLOY EA SIDE . 11/<-MINCDN ., PNCXOq EMBEDN z SLAB / FOOTING SEE PLAN SIDE VIEW (1) 3/8" DIA. CONCRETE SCREWANCHORS (2 1/4" CO NC EMBED) 're SLAB /FOOTING ° SEE PLAN < - FRONT VIEW O.B. BASE PLATE-TYP 5B MIN EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB (1)112" DIA. THRU BOLTwl NYLOCK JAM NUT- IN LIEU OF NYLOCK JAM NUT, JAM NUT wl TH READLOCKER MAY BE USED TIGHTEN TO CONTACT -DO NOT OVERTIGHTEN 1"x 2" BASE PLATE ANCHORED TO CONC WI IM' CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST AND 24" O.C. MAX B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A_2 SCALE: NTS 3/16" 5052-H32 2" x SMB BEAM NOTCHED OVER UPRIGHT 2" x PURLINS ATTACHED TO . (SEEA-1 FORSIZE) BEAM w1MIN(4)#10x I lE"SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER l C{ i PATENTPENDING x SMB UPRIGHT EEA-1 FOR SIZE) ❑ UPRIGHT TO BEAM CONNECTION A-2 SCALE: NTS „ry j � ^x •� yLL _ " UJ -Z:o W.. * all. . i; 212"x1/8" x(GIRT OR PURLIN WIDTH +12"x BEAM DEPTH . OR UPRIGHT DEPTH -72") W ALUM BACKING PLATE W 6063-T6 ALUMNINUM ! ( z W a I (4)#10x 1112"SMS INTO Q K z O � CHAIR RAIL MEMBER SCREW BOSSES O c w C N z W Q lwL O w SNAP OR SELF -MATING BEAM N C PURLIN OR GIRT TO BEAM OR POST DETAIL A_2 SCALE: NTS B t CONCEALED FASTENERS OR ATTACHMENTS @ 1114" G.G.7 ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD /F la,�/lam fl%/•1/a 0 0 1 x2"x0.044. OPENBACK 518"--TYP - - FASTEN TC. VE RAI _ W/ - - - ^ -5• #10x 1112"SMS SPACED 3" 7 FROM UPRIGHT & @ 24" O.C. NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) RED D - (1) EA SIDE OF BEAM -MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SEE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1114" C1C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. x PURLIN 2 x T x1/e x3 LONG ALUM ANGLEEACH SIDE UP UPRIGHTWr- -- �(2) #12 x 314. SMS.INTO PURLIN. (2) #12 x 3/4 SMS INTO Z x 2 (2)#12 x 3/4 SMS INTO UPRIGHT (2) #12 x 3/4 SMS INTO 1" x 2" THESE PLANS AND ALL PROPOSED WOF ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS.. THAT MAY BE NECESSARY IN ORDER TO COMPLY W ITH ALL API+LICA21LE CODES. F SLOPED PURLIN CONNECTION DETAIL A_2 SCALE: NTS Z_ U J w I h Q z 0 ry znom Off �mao o W �c W V ma^FZ Z (7 o M z �6 Lf7 W O Q Li w U low ¢w LL1 J 0 0- 0 � N O LLLL 04/01/16 REVISION SHEET NO: -2 x a n C c �r ' 6"WIDE x 0.125""T'BRACKET EACH BEAM ATTACHED TO NOTE: SCREWS (2)3/8"DIA.%4"LAG SCREWS FOR \ G�•••° •°••��V // FASCIA W/318"x 3"LAGS(3 SPANS GREATER THAN IVI ••'•''`, PER BRACKET) AND 318"x 3" ` �' co W LAG @24"O.C. AT GUTTER 4"LAG �' 4 OPEN BACK SCREW INTO SCREWINTORAMINGG _ Wto O. J - 1'x2"x 0.044 2112"SMS THRU OVERHANG FRAMING r � W/(2)#10x OR RAFTER TAIL �': j �Z BEAM INTO SCREW BOSSES CONC LED FASTENERS OR ATTACHMENTS ��•, #iDx112"3Ms 6' FROM BEAM AND 24" G.C. RE THE RESPONSIBILITY OF THE ` CONTRACTOR OF RECORD /'��,I *PRO \\ \\ 118"S.S. CABLE /d laI � PROFE SI N LS L I MATING \< i ELEMENT It i W e e ! V 41 z w e e r CONTRACTOR TO VERIFY Ly L7 rl 2"x4"FASCIA -IF LESS TOTER z Q LIU 118"x2x2"x2"ALUM -.e ee " THAN 2'x 4"FASCIA, 2"x4" SUB FASCIA SHALL BE �5"SUPER i ^:a', MID DEPTH c J Q ANGLE W/(4)#14x 3/4" PLACED OVER, LENGTHEN Q 0' .SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY '4 '+ . z 0 a EACH SIDE OF BEAM PENETRATE SUB FASCIA. - G � 2 w 0.062"BACKING PLATE ON IF OTHER FASCIA, ADD 2"x 4"PT FASCIA w/1/2'LAG V) U V) Z INSIDE OF GUTTER ` BOLTS -17/2"INTO TRUSS W ly ; 2118"MREC1/8"x.062"(MIND TAILS - COUNTERSINK 3/&"DIAx3"EMBED SLAB/FOOTING W ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING CONIC. SCREWANCHOR SEE PLAN (L O _ W/MIN. (2)#12x 3f4"SMS 1/2"LAGSC Ln p- L/1 LL /316* PRE -DRILL w/ 3/B" DRILLTO PREVENT SPLITTING. ' G GUTTER BRACE &MATING ELEMENT ATTACHMENT DETAIL H-1CABLE CONNECTIONS AT FOUNDATION A 3 SCALE: NTS A-3 SCALE: NTS Z C U. PLATEERIES SELF MATING t� IF�. t tfP, f fear IS i;V• c� �Z=�ew N N � PERGUSSET PER ESERIES BEAM J f 1 I I' I,?',] (Cf r2' w� TT a J _.. .. f _ •! w Li O mm W G LL W xNn z�6rvn iYelti L,J �. p Zm VI W ma.. (9) #14 x 314 SMS PURLIN 118" PLATE ON 45' ANGLE 6063-T6 ALUMINUM = " WOOD: CONTRACTORTO INSTALL i W #10x 3"WOOD SCREWS,6" (2)#14x2"SMSTHRU BRACE ..' ""-'� - °• FROM-0RTB-@-1 .. — NTO-BE-W THRU-GtlSSET CONIC: COMIC:-x3"CONCRETE PLATE e a a o W i e c SCREWANCHOR, 6" DETAIL#2 _ — — — — _ _ FROM GIRT & @ 24" OOC e Q - - - - SCREWBOSS EYEBOLT FOR CABLE TENSION - Ia-• Z af LJw< Lu�0a IO j N De CC W0 CONTRACTOR SHALL RUN FRAMINGU4"THRU ! IdPERIMETER BY x2"OR2"X3"HOLLOW BOLTTO ATTACH2" w I SECTION GIRT (4)#12EAMEMBERW/ NYLON WASHER &DRAWN STAINLESS STEEL NUTAG THESE PLANS AND ALL PROPOSED WORD DATE DRAWN 2" ARE SUBJECT TO ANY CORRECTIONS 04/01/16. 1112"x 5"x il8" - REQUIRED BY HELD INSPECTORS THAT REVISION _ 5052-H32 PLATE DETAIL#1 MAY BE NECESSARY ix! ORDER TO _ 0 COMPLY WITH ALL APPLICABLE CODES. Q _ C'l H-2 CABLE CONNECTION AT CORNER sHELT NO: 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL IA_3 SCALE: NTS A-3 SCALE: NTS A_3 SCALE: NITS H • 2.- Q .0 ULREVI"I'N �- CONC. HEADER: 1/4"x3"CONCRETE" SCREWANCHOR @24"O.C. CONCEALED FASTENE SORATTACHMENTS r _; ,+ WOOD HEADER cs: w (1)3/6'x3"LA SCREWINTOHEADBR v 10 wO _ WDDD HEADER- THE RESPON IBI'TV::OF�iE�' =.�, :�. CONC(2FiEHER: 'F �'Z'`•• V Q F _ #10x3"WOOD SCREWS HEADER ARE (` L�'- `tea; ' 0'= 1)3l8`D1A.x3"CONCRET�CREW; - y. ••J ANCHOR INTO. HEADER 17 Z @ 72" O.C. CONTRACTOR OF f CORD ` - t'= EXISTING IPI V I HEADER I PROFESSIONAL SEAL 1"x2"HOLLOW -_.. LLI W SECTION 7"x2"HOLLOW 1"x 2" W/#10x2"SMS-6' L Z W SECTION MAX EACH SIDE OF POST (J 0- ' WOOD: #10x3"WOOD SCREWS AND 24" O.C. MAX W Q m z @7CONC: I 2"x 2' x 0.125" ALUM ANGLE W/ Q 1/4°DIAx 3"CONCRETE (4)#14x314"SMS INTO UPRIGHT Z O C SCREWANCHOR@24"O.C.,/ J `il,WRIGHT vwi O z u -itiESE PLANS AND ALL PROPOSED a u = 1"x2"HOLLOW _ SECTION ARE SUBJECT TO p NY CORRECTIONS w Z 'z REQUIRED BY FIEL) INSPECTORS THAT tJ_ W a EXISTINGHOST MAY BE NECESSAEY IN ORDER TO 0 Lu o F COMPLY WITH ALL APPLICABLE CODES. rn u_ _ rB - B-� 1X2 TO HEADER DETAIL B-2 POST TO HEADER DETAIL c A-4 SCALE: NTS A 4 SCALE: NTS LL CONCEALED FASTENERS OR ATTACHMENTS O . '1- ARE THE RESPONSIBILITY OF THE _, !u! shy.-: CONTRACTOR OF RECORD z P a LL u u 1"x 2"O.B. FASTENED TO CORNER Q POSTW/#12xl 112"SMSAT6"FROM !... z,:omo 6 t TOP 8 BOTTOM RAILS. TYPICALLY @ t V) t m m Q zLLnry N C i 1/8"x2"x2Z'EXTRUDED I 24"O.C. W O z i ANGLE 5052 H-32 ALLOY I e e (4)#14x314"SMS I� 1/e"x 2"x2" EXTRUDED ANGLE 5052 U N¢nn o e INTO DJ CORNER POST H-32 ALLOY EA CORNER W/(2)#14 x2" z B i EMS INTO POST 3(1) 3/8"DIA CONCRETE SCREWANCHOR INTO z ew o 6• L CONCRETE N W LL 1 L 3 * (2)#10x11/2"SMS -- .' ' °' •' THRU SCREW BOSSES I - " ANCCEMBEOIAEM XR SLAB FOOTING �' ' 21W MIN CONE ANCHOREMBEDMENT { SEE PLAN ':% .4 p . • .4 _ SLAB/FOOTINGLu ' 7 �- III il- --- -- - _ _�__________ _ _ ____ __ �- SIDE VIEW _ _ __ 1 11 I� ' {-pC'1 �t°� ��• SIDE, VIEW --- POST W/1"xT@ ¢ OLU 'r �� _ _ _atl �. a _ __ t Fi 2'.'_.__ CORNER Q U (4)#14x3/4"SMS BACKSIDE (i) 3181' DIA CONCRETE- 2"x Z'DJ INTO INTO POST 3/8" x LENGTH AS REQUIRED U W Q< LU = (D a EMBED) O J W (21/4-CONC. SCREW ANCHOR INTOCRETE Lu o CONCRETE N LL 1"x2"BASE PLATE - ANCHORED TO CONC W/1!4" a .. .., ...+:. ' DRAWN BY CONCRETE SCREWANCHOR AG i EMBED) (MIN.11/4"EMBED) 6 MAX EACH SIDE OF POST �AND24"O.C. I 4 DATE DRAWN 1"x2"BASE PLATE �'.y :. �� -., '' . MAX _�-; ANCHORED TO CONIC W/ 114" < ill— 04�D 1 �1 G CONCRETE SCREWANCHOR $: 4 '': REVISION (MIN, t 174^EMeeD) ."c' �. � � � 6" MAX EACH SIDE OF POST - AND 24"O.C. MAX _ .4 a.. .. lit FRONT VIEW SHEET No: FRONT VIEW DJ-1 DOOR JAMB TO CONCRETE DETAIL CP-1 CORNER POST TO CONCRETE DETAIL A 4 SCALE: NTS $� /® A-4 A 4 SCALE NTS C Z- -