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HomeMy WebLinkAboutBuilding Plansr' 120. 40 34 $4' ' e --.� U , 32 I/ LEGEND D'v ; LEGAL DESCRIPTION �1 vV: E. UNIT 34, HARBOUR RIDGE PLAT No. 3, AS RECORDED IN PLAT [TOOK 24. PAGES 18, 113A THROUGH 18E, PUBLIC RECORDS OF ST. LUCIE °tl APR �� � COUNTY, FLORIDA, BY: SURVEY NOTES: 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT; LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAYS OF RECORD. 2. THIS SURVEY DOES NOT MAKE ANYATTEMPT TO DELINEATE OR DEFINE AREAS OF ENVIRONMENTAL CONCERN OTHER THAN PROVIDED AND SHOWN HEREON. THERE MAY BE AREAS OF ENVIRONMENTAL CONCERN ON THIS SITE NOT NOTED OR MAPPEI ON THIS SURVEY, 3. UNLESS OTHERWISE STATED THE BASIS OF BEARINGS AND DISTANCES ARE IN ACCORDANCE WITH THE RECORD PLAT AND HAVE BEEN VERIFIED'BY FIELD MEASUREMENTS: 4. ALL MEASUREMENTS SHOWN HEREON ARE IN FEET. 5. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). S. THIS SURVEY MEETS OR EXCEEDS APPLICABLE ACCURACY REQUIREMENTS AND IS PREPARED ACCORDING TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA ADMINISTRATIVE CHAPTER 5J-17 AS CODE, ADOPTED BY THE BOARD OF PROFESSIONAL SURVEYOR AND MAPPERS, 7. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALED DIMENSIONS AND SYMBOLS OF FEATURES ARE NOT TO SCALE AND ARE ONLY A REPRESENTATION OF LOCATION IN THE FIELD. 8. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBEDDED Q AA� ) SEAL OF THE SURVEYOR IN RESPONSIBLE CHARGE, THIS SURVEY CANNOT BE �n v TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF THE SURVEYOR HEREON, AND IT IS A VIOLATION OF CHAPTER 5,14 7, FLORIDA vJ.4 WRITTEN ADMINISTRATIVE OF THE SURVEYOR ADDI'i• ON AND/OR DELETIONS EXPRESS MADE ONS MADE TO n Q THIS SURVEY IN ANY FORM RENDERS THIS SURVEY INVALID. 9. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THE SURVEY. 10. BY LIABILITY ISING LIMI LIMITED T"HEYAMOUNr PTIES AGREE THAT THEA D OR SAID SUR EYSIGNtNG SURVEYOR'S , 11, NO OWNERSHIP OF FENCE LINES HAS BEEN DETERMINED AS PART OF THIS SURVEY, Q 12. THIS SURVEY IS INCOMPLETE WHEN ALL SHEETS IN THE SET ARE NOT SHOWN IN THEIR ENTIRETY, 13. THE LAST FIELD DATE OF THIS SURVEY WASI� 14, FLOOD ZONE INFORMATION: 71e,4P< I P W A..M. Q N i :�ti��' L -ARC LENGTH CM -CONCRETE MONUMENT' ELEV -ELEVATION -OHW- -OVERHEAD WIRE IR -IRON ROD FFE -FTNISH FLOOR ELEVATION -0- -mosnNC WIRE FENCE IP -IRON PIPE BM. -BENCHMARK CHAINUNK FENCE DISK RECORD S� -� -EXISTING WOOD FENCE CM NCRETE MONUMENT -CO Ps -PLAIT Sa -Ci- -EXISTING PLASTIC FENCE POO -POINT OF COMMENCEMENT DB -DEED BOOK -CENTER LINE POB -POINT OF BEGINNING PO -PAGE ✓ R/w -RIGHT OF WAY PRM -PERMANENT REFERENCE MONUMENT' FND -FOUND CONC -CONCRETE PCP -PERMANENT CONTROL POINT TYP -TYPICAL MARK W. TEEPE " WF PT -WOOD FRAME -POINT OF TANGENCY M -MEASURED DISTANCE & EEAWNG -PLATTED DISTANCE & BEARING WM MH -WAT1:R MEW -MANHOLE PROFESSIONAL .LAND SURVEYOR PC -POINT OF CURVATURE I -CALCULATED DISTANCE do BEARING FH -I= HYDRANT FLORIDA REGISTRATION'NUMBER # 4811 PRC C►+ -POINT OF REVERSE CURVATURE -cHol� -DEEDED DISTANCE & HEARING P -PROFESSIONAL SURVEYOR AND MAPPER -UTILITY OLE CB -CHORD' SEARING LB -LICENSED BUSINESS RLS -REGISTERED LAND SURVEYOR A -DELTA ANGLE FLOOD ZONE: ' X", MAP: 12111 C0406K DATED: 2119/20 CERTIFIED TO: CORNERSTONE SURVEYING LB# 7941 325 SW SOUTH QUICK CIRCLE PORT ST, LUCIE, FLORIDA 34953 TEL: 772-418-2376 . CORNERSTON ESURVEYING@HOTMAI L.COM ' - N BOUNDARY SURVEY PREPARED QN THE ORDER Op}(R . _ E�� '.. i P •�[[�s � 1 i L b SCArrLE I DRAWN BY: I DWG. NUMBER Yam. pet DTE�� -. .. CONTRACTOR: Mario Russo Aluminum, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 2. Ultimate Design Wind Speed: VuLT = 150 MPH, Nominal Design Wind Speed: V— = 116 MPH. 3. Exposure Category, Section 1609.4.3: C 4. Screen Enclosure Section 2002.4 Foundation Design Existing concrete. No additional concrete footing is required to resist the loads imposed by the proposed construction if the existing footing is a minimum 12" x 12" and in sound condition, free from structural cracking, spalling, or other deterioration. Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen.enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: 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 iv. W ater reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites 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 with a bituminous paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 4. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 5. All Self Mating Beam Sections are to be stitched with either # 14 screws 6" from ends and 24" center to center or # 12 screws 6" from ends and 12" center to center. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. All flashing and waterproofing shall be provided by the contractor. 11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. I I 5'-e• � 7'-Cr I se'-w ��•2 o O sma 2X5 7 1 � m X s'-v 2XSSMB CARRIER BEAM A-6 A-6 A-3 Ix2f7Ya1 � � �- �� ' O N a v d Y L 2(—) 6A-5 - A-3 14'-8` 14'-B` 14'-0` 1= L W u W Q. Z m Lz z Z Q z O a LLJ N Q V LL J O O d � Q U ZZ Z .JLL� LLJJ Zm� O Z J W LL cN (3! W Z O0 Q Q z ... ZU0 rn O o�g� a W��LJL TP DATE DRAWN FILE 03/02/20 REVISION Roof Type Roof Type: MANSARD SHEET NO: A-1 ALUMINUM MEMBERS DMNSIONS HOLLOW SECTIONS 1/8" x 2" x 2" EXTRUDED (1) 1/2" DIA THRU BOLT w/ NYLOCK I ♦�� �.. .. �� ��j AWE 2 x 2: 2" X 2" x 0.046" ANGLE 5052 H-32 ALLOY EA JAM NUT - IN LIEU OF NYLOCKJAM ♦♦�� �� :.•' .� • 2 x 3: 2" x 3" x 0.050" SIDE NUT, JAM NUTw/ THREADLOCKER `1 • �21i 2x4: 2"x4"x0.050" MAY BE USED TIGHTEN TO CONTACT DO NOT :♦ • �<!/ • d LL. 6- s • y 2 x 5: 2" x 5" x 0.050" BRICK PAVERS - ® Q • p • OVERTIGHTEN � � 2 O � e B" Q Q OPEN BACK SECTIONS BONDED TO s V H 1 x 2: 1" x 2" x 0.040" CONCRETE • 1x3: 1"x3"x0.045" % 0 cn�v' ' yd 1114 MIN CONC 'ANCHOR Imo' .• Z . • • f • •!� SNAP SECTIONS 2 x 2 Snap: 2" X 2" x 0.045" ''21/4'MLC , EMBED ANCHOa• l a e O •••••• ••• • • • • �` 2 x 3 Snap:2" x 3" x 0.050" SLAB /FOOTING MIN EDGE s"4 :4',EXTERIOR MIN a 2 x 4 Snap: 2" x 4" x 0.045" SEE PLAN OFDCOUMN TOOM2" ' ' 'ao ' °, tttt�pl� • OUTSIDE EDGE OF SLAB f111111�,,0 SELF MATING (SMB) SIDE VIEW 2 x 4 SUM: 2" x 4" x 0.044"x 0.100" 21/2"x18 x (GIRT OR PURLIN OC 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" WIDTH + 1/2" x BEAM DEPTH Lu W OR UPRIGHT DEPTH -1/2') I I W d 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" ALUM BACKING PLATE z m 2 x 7 SMB: 2" x 7" x 0.057"x 0.120" (1) 3/8" DIA. CONCRETE 6063-T6 ALUMNINUM I I Q 1— 8 ILu 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" SCREW ANCHORS­, NCHORS I I UPRIGHT I I z Opp 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" (2114" CONC. EMBED) W z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" _ _ Q Q O MININIUM FASTENER EDGE DISTANCE: 1/2" 1" x 2" BASE PLATE z d Lu MINIMUM FASTENER SPACING: 3/4" - — - ANCHORED TO CONC W/ 1/4" I (4) #10 x 1 1/2" SMS INTO VI BRICK PAVERS CONCRETE SCREW ANCHOR CHAIR RAIL MEMBER I I SCREW BOSSES N Q W CONCRETE SCREW ANCHOR: (MIN. 1 1!4" CONC. EMBED) W V SIMPSON TITEN HD OR EQUIVALENT 6" MAX EACH SIDE OF POST LL. 0 -� SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT SNAP OR SELF -MATING BEAM SLAB/ FOOTING " ,' �• a a : d I d ONLY SEE PLAN e, FRONT VIEW U o ZZA co C B " PURLIN OR GIRT TO BEAM OR POST DETAIL x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL SCALE: NTS m U A-2 SCALE: NTS J � ILLmm Q W I., W o z u 118" x 2" x 6" EXTRUDED ANGLE 5052 H-32 ALLOY EACH SIDE W/ UPRIGHT FOR SLOPED BEAMS, MAINTAIN VERTICAL EDGE LINE NOTE: NOTE SEE CALL -OUT BELOW FOR # OF SCREWS. F o z 0 z h s (6) #14 x 3/4" SMS INTO THE ( UPRIGHT & (2) 3/8" DIA. 1/8" x 2" x 2" EXTRUDED AND 5/8" EDGE SPACING SEE CALL -OUT BELOW FOR # OF SCREWS. SCREWS SHOWN FOR ILLUSTRATIVE SCREWS SHOWN FOR ILLUSTRATIVE W L L ANGLE 5052 H-32 PURPOSES ONLY. DO NOT COUNT CONCRETE SCREWANCHORS ® ALLOY EACH SIDE PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. (2 1/4" CONC. EMBEDMENT) a © E SCREWS ON DRAWING. BRICK PAVERS a ® a 1" x 2" O.B. BASE 2" x 7' GIRT SECTION SELF -MATING BEA#14 PLATE - TYP -NOTCHING BEAM SMSM 1 O.C. BONDED TO CONCRETE AND GUSSET FOR CONTINUOUS GIRT NOT PERMITTED — — 2" x PURLINS ATTACHED TO (42 TOTAL) BEAM w/MIN (4) #10 x 1 1/2" SMS BEAM 1 i!4° MIN ' ANCHOR EMBEDMENT a 'a• 'mil ,. 2" MIN EDGE • ° "� '• ° •'6 4 DISTANCE FROM " • e EXTERIOR OF SLAB / FOOTING 4 a : o ,ram s° COLUMN TO OUTSIDE SEE PLAN 4 . ' MIN .. a EDGE OF SLAB 1"x 2" x 0.044" OPEN BACK I NTERNALY SCREWTO UPRIGHT W! (2) #10 x 1 1/2" SMS & FASTEN TO SAVE RAIL W7 010 x 1 1/2" SMS SPACED 6" FROM / / 3/16" 5052-H32 GUSSET No / /f / / Q N N W z0 UPRIGHT AND AT 24" O.C. / ' � SIDE VIEW - -- -- - o UPRIGHT 1/2" DIA. THRU BOLT w/ NYLOCK �� (3) 3/8" DIA CONCRETE JAM NUT - IN LIEU OF NYLOCK JAM JAM NUT, JAM NUT w/ THREADLOCKER 5052-H-32 x 3/16"_ s INTERNAL GUSSET s^ rP ii/ / / / r 6 ds 1e 1" TYP 5/8" TYP Q z C) } SCREW ANCHORS (21/4" CONC. EMBED) I I EACH SIDE OF UPRIGHT MAY 8E USED TIGHTEN TO CONTACT - DO NOT OVERTIGHTEN PLATE -GUSSET TO (21) #14 x 1" SMS THRU / FIT BETWEEN A BEAM WALL SCREW BOSSES &GUSSET PLATE EA SIDE / \ /5" 2$ 8' zj 0 p W Z U O 5/8" TYP� •J;/�/ %28 f� N Q J BRICK PAVERS 1" x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" I I 4" (MIN) UPRIGHT FOR BEAM SIZE TO 6" 8 DRAWN BY CONCRETE SCREW ANCHOR (21) #14 x 3/4" SMS TP (MIN. 1 1/4" CONC. EMBED) THRU UPRIGHT 5" (MIN) - FOR BEAM SIZE " 5„ NOTES: DATE DRAWN 6" MAX EACH SIDE OF POST WALL &GUSSET 6& 7" I 6" (MIN) FOR BEAM 8 1. GUSSET DIMENSIONS ARE MINIMUM (2) c • v : AND 24" O.C. MAX PLATE EA SIDE SIZE 6", s" & 10" REO'D - (1) EA SIDE OF BEAM - MAY BE 03/02/20 " •, INTERNAL OR EXTERNAL. REVISION .: '4, • • a .'.,` a e 2. AS BEAM SIZE CHANGES, ADD OR ® e . I4 SUBTRACT SCREWS TO MAINTAIN 1 " C/C 1 Q 4 a 4 SLAB/ FOOTING n : 6, f --- ---tt1 41/2" FOR BEAM SIZE TO 5" SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, SEE PLAN < -a 5 1/2" FOR BEAM SIZE 6" & 7" WIDTHS CHANGE TO MATCH BEAM SIZE. © _ © _ FRONT VIEW 6 1/2" FOR BEAM SIZE 8", 9" & 10" 4 _ x 8" SMB UPRIGHT TO CONCRETE DETAILS rr UPRIGHT TO BEAM CONNECTION E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM SHEET NO: A_� SCALE: NTS A-� SCALE: NTS A-2 SCALE: NTS A- /3 t_ NOTE: SEE CALL -OUT BELOW FOR # OF SCREWS. \\\ �. • �• jam' SCREWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT COUNTiv- �� .• • SCREWS ON DRAWING. = ; • LL :• 2y INTERNALLY SCREW Q �' cop 0 #14 SMS @ 1 1/4" O.C. 2" x 2" THRU UPRIGHT W/ (4) #10 x 2" INTO ! a LLI to LLI 1- 2" x PURLINS ATTACHED TO (2X8 SMB: 24 TOTAL) BEAM w/MIN (4) #10 x 1 1/2" SMS (2x9 SMS: 28 TOTAL) SCREW BOSS PURLIN do; o i () Q V / — — — / / 1"x2"FASTEN TO2"x2" W/ #14 x 1 1/2" @ 24" O.C.0t,' ! ! i ••. Z ',, r`� • • • • • �' G> .• ���:/ �� ..... • • • • • • �O \\\\` 3/16" 5052-H32 GUSSET 3/16" S.S. CABLE 2" x 2" EXTRUSION , 1 1/4" x 5 5/8" x 1/8" ALUM FLAT BAR 6063-T6 ALUMINUM 1114,TYP 5.1 5/8" TYP j I � I '•'e, a • e SLAB/FOOTER MID DEPTH W LIJ LLJ � z ^cn (� a 3 ()#14X3/4" 2"X4"X1/16"BENT 2 ALUMINUM PLATE a " • .e; '• z LLI z 2_ EA . SIDE I W! (4) #14 x 34EA. LEG ° d a .• g, e Jcc z z f. uj O N / 8• N y Z / 51 NOTES: (2) 3/8" DIA. x 3" EMBED SLAB / FOOTING W J 8 1. GUSSET DIMENSIONS ARE MINIMUM (2) I CONC. SCREW ANCHOR SEE PLAN O O REQ'D - (1) EA SIDE OF BEAM - MAY BE 0 _ INTERNAL OR EXTERNAL. 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. _ u m F LOPED PURLIN TO UPRIGHT CONNECTION DETAIL HA CABLE CONNECTIONS AT FOUNDATION z W m &-1 TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM A-3 SCALE: NTS V, N z N y Z_ m _ SCALE: NTS A 3 SCALE: NTS A-� p`rwc' J f= G 4+ - Q W aeaSam H wa Q W m Z2 u Z�� a O z a J W LL LL EXTERNAL RECEIVING CHANNEL FULL HT OF BRACE W/ (2) #12 EACH FACE (9) #14 x 3/4" SMS I WOOD: 1 /8" PLATE ON 45° ANGLE 6063-T6 ALUMINUM ! ! ! i } #10 x 3" WOOD SCREWS, 6 ! ! �. ! FROM GIRT & @ 12" O.C. ( i o ! N Z CONC: ® _ 1/4" DIA. x 3" CONCRETE (3) #12 SMS o SCREW ANCHOR, 6" INTO EAVE RAIL \ FROM GIRT & @ 24" O.C. I Z I (4) #10 x 1 1Y2"INTO SCREW BOSS ROOF BRACING CONNECTION DETAIL U >- EYE BOLT FOR CABLETENSION ® Lli Z U c) / EXTERNALRECEIVING d LLL CH CHANNEL FULL HT OF BRACE DRAWN BY CHAIR RAIL MEMBER W/ (2) #12 EACH FACE �� PERIMETER FRAMING i TP I � ® DATE DRAWN 1"X2" I I 03/02/20 REVISION (3) # 12 SMS INTO EAVE RAIL A - A A - 4 C-� 1X2 TO HOST STRUCTURE DETAIL Fi-s ROOF BRACING CONNECTION DETAIL H-2 CABLE CONNECTION AT CORNER SHEET NO: A-3- A-�] SCALE: NTS J A SCALE: NTS A-3 SCALE: NTS R 111//If f f ,`,"toolll ff,I * 6" WIDE x 0.125" "T' BRACKET EACH BEAM ATTACHED TO NOTE: \�� �// //j @ (2) 318" DIA x 4" LAG SCREWS FOR 8" WIDE EXTRUDED GUTTER \\\ �� .•••••.• ••• //� FASCIA W/ 3/8" x 3" LAGS (3 SPANS GREATER THAN 30'•0 BRACE REQUIRED AT ALL \\\ �•'•• �/� PER BRACKET) AND (1) 318" x 3" LAG @ 24" O.C. AT GUTTER 1 3/8" DIA. x 4" LAG () BEAM OR UPRIGHT ATTACHMENT POINTS w/ 2 () 1 () RE DIA. x E LAG SCREW INTO EXISTING \\ _ : ` � �!/ ♦j .•• A LL !� SCREW INTO EXISTING #10 x 3/4" SMS INTO GUTTER OVERHANG FRAMING �• ,a. � 't • Q co O 1 " x 2" x 0.044" OPEN BACK OVERHANG FRAMING LIP OR RAFTER TAIL Z O S W/ 2 #10 x 21/2" SMS THRU () OR RAFTER TAIL (0 W Q • BEAM INTO SCREW BOSSES = 1.0 ep Q O Z (1) #14 x 2" SMS 6" •� (1) #10 x 1 112" SMS 6" FROM BEAM AND 24" O.C. j 0 co FROM BEAM AND 24" O.C. G •.• Z MATING ELEMENT W LLI o o e (4) #10 x 2" SMS FROM CONTRACTOR TO VERIFY W d Z CONTRACTOR TO VERIFY 1' x 2" INTO SCREW BOSSES 2" x 4" FASCIA - IF LESS . \ sa 2" x 4" FASCIA - IF LESS THAN 2" x 4" FASCIA, 2" x 4" qt (' 0 \ \ ® THAN 2" x 4" FASCIA, 2" x 4" �5" SUB FASCIA SHALL BE z (p 118" x 2" x 2" x 2" ALUM o o SUB FASCIA SHALL BE PLACED OVER, LENGTHEN W Z ANGLE W/ (4) #14 x 3/4" SUPER PLACED OVER, LENGTHEN LAG SCREWS TO FULLY J cc SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY 5" SUPER GUTTER PENETRATE SUB FASCIA. Q Q EACH SIDE OF BEAM PENETRATE SUB FASCIA IF OTHER FASCIA, ADD 2" x z Z IF OTHER FASCIA, ADD 2" x 4" PT FASCIA w/ 1/2" LAGuj d V1 Z 4" PT FASCIA w/ 1/2" LAG BOLTS - 1 1/2" INTO TRUSS Q BOLTS - 1 1/2" INTO TRUSS TAILS - COUNTERSINK Ln V 2 1/8" x 1 1/8" x .062" (MIN.) TAILS - COUNTERSINK FLUSH. WHEN INSTALLING 'W ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING 1/2" LAG SCREWS, O 0 W/ MIN. (2) #12 x 3/4" SMS 1/2" LAG SCREWS, PRE -DRILL w/ 318" DRILL TO cc PRE -DRILL w/ 3/8" DRILL TO PREVENT SPLITTING. PREVENT SPLITTING. G G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL Z Z GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL A-4 SCALE: NTS E" p A-4 SCALE: NTS N o N Z Z, q J W zQ�+N W zarr W 0 Z �P 1" x 2" O.B. FASTENED TO CORNER 1 /8" x 2" x 2" EXTRUDED 1 /8" x 2" x 2" EXTRUDED o (D'�iR O Z 8 POST W/ #12 x 1 1/2" SMS AT 6" FROM TOP & BOTTOM RAILS. TYPICALLY @ ANGLE 5052 H-32 ALLOY ANGLE 5052 H•32 ALLOY I I J LL W 24" O.C. W/ (4) #14 x 3/4" SMS SMS W/ (4) #14 x 3NT0 IL INTO DJ o e DJ o e I 1 /8" x 2" x 2" EXTRUDED ANGLE 5052 e o I o 0 CORNER POST H-32 ALLOY EA CORNER W/ (2) #14 x 2" SMS INTO POST & (1) 318" DIA. CONCRETE SCREW ANCHOR INTO li CONCRETE ° e °2 (2) #10 X 11 /2" SMS I I — N ___ — a ° ° d ' ° ' ' . 21/4' MIN CONC ° 1/4' MN CONC THRU SCREW BOSSES <+ g r' ° SLAB / FOOTING ° ANCHOR EMBEDT MEN °' .. e a ANCHOR EMBEDMENT SLAB FOOTING 2 1/4" MIN CONC SEE PLAN : c ° u o ` SEE PLAN ANCHOR EMBEDMENT ° Q. •.q e. . ' qa 'd ,, d. 'a ° > Q SLAB / FOOTING d• a o e °. SEE PLAN oa' d a• .' Fn ' `.°. '' w W Z p ° SIDE VIEW SIDE VIEW p :E SIDEVIEW Q z (4) #14 x 3/4" SMS }- 2"—} CORNER POST W/ 1"x 2" @ II I BACKSIDE I (1) 3/8" DIA. CONCRETE ~ U } INTO POST (1) 3/8" DIA. CONCRETE UPRIGHT W Z U I SCREW ANCHORS I SCREW ANCHORS 3/8" x LENGTH AS REQUIRED-2,." (21/4" CONC. EMBED)6. 2" DJ (21/4" CONC. EMBED) i I PRE -HUNG Q M FOR 2 1/4" EMBED CONCRETE DOOR JAMB d 04 SCREW ANCHOR INTO I a- LJL CONCRETE DRAWN BY 1"x2"BASE PLATE J _ I _ _ ANCHORED TO CONC W/ 1/4"TP _i -ea •• : °'O _ _ _ u.° CONCRETE SCREW ANCHOR " ° qa as ..' .. °a "• o DATE DRAWN �3���ZQ (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST •a 4' °• a ° 0 ° AND 24" O.C. MAX I' e q• ` •'' •? 1"X 2" BASE PLATE ° ANCHORED TO CONC W/ 1/4" p ' ° ° a ' : 'a •. ° a °� 1"x2"BASE PLATE ' n .• ' ANCHORED TO CONC W/ 1/4" ° "' . a' ;a a � CONCRETE SCREW ANCHOR ? a : •. ° ° •a ° CONCRETE SCREW ANCHOR a ° : q ° REVISION b q a : (MIN. 1 1/4" EMBED) q°�• N 1 1/4" EMBED) d (MI ED) a '• d q a _ 6" MAX EACH SIDE OF POST 6" MAX EACH SIDE OF POST ° °d AND 24" O.C. MAX 6„• a.° °: °4 AND 24" O.C. MAX © - FRONT VIEW FRONT VIEW FRONT VIEW a - CP-1 CORNER POST TO CONCRETE DETAIL DJ-1 DOOR JAMB TO CONCRETE DETAIL DJ-2 UPRIGHT TO CONCRETE PRE -HUNG SHEET NO: A-4 SCALE: NTS A_4 SCALE: NTS A-4 DOOR LOCATION DETAIL SCALE:NTS A-4] m jII' „,,,,��q/111f1/11II 11540 wo LL co 0 �' ••' •' ' Ali •••••* ',,,0 • ,.•� F ••P�O`\\\\\ 1/8” x 2" x 2" x 2" LONG ALUM �/ ANGLE W/ (4) #14 x 1 1/2" SMS _ THRU 1" x 2" INTO UPRIGHT I x ANGLE #14Ox1G 2LSMS ( ) I THRU 1" x 2" INTO UPRIGHT & II/Illlflllllll�,, & (1) 3/8" DIA. x 5" CONCRETE r (1) 3/8" DIA. x 5" CONCRETE SCREW ANCHORS INTO SCREW ANCHORS INTO CONCRETE 118" x 2" x 2" x 2" LONG ALUM 1/8" x 2" x 2" x 2" LONG ALUM CONCRETE ANGLE W/ 1/2" DIA. THRU ANGLE W/ 1/2" DIA. THRU fi W • 1/8"x2"x2"x2"LONG ALUM BOLT & (1) 3I8" DIA. x 5" CONCRETE BOLT & (1) 3/8" DIA. x 5" CONCRETE LWL.I ANGLE W/ 1/2" DIA. THRU ® SCREW ANCHORS INTO CONCRETE SCREW ANCHORS INTO CONCRETE z BOLT 8 (1) 318" DIA. x 5" CONCRETE _ — . M SCREW ANCHORS INTO CONCRETE • • (� 1"x2"0.B. z W (D _ _ • — — W Z ill x2" ® -_ -_ 0 1"x2" J Q Q Z ® 1 x2' — - - _ C. `W (A V1 �( ul 1"x2"O.B. 1"x2"O.S. v)Lu C _ 1"x 2" O.B. 4"x4"x0.125" O O J ALUM POST = d F- 4" x 4" x 0.125" ALUM POST U o zZ� B-2 UPRIGHT TO CONCRETE CORNER CONNECTION B-3 UPRIGHT TO CONCRETE CORNER CONNECTION .s MLO 2 Q -§ ! 'Mn cZs A-G J SCALE: NTS A-G SCALE: NTS � i, Z 3 J z m m 6 /� J J a W a� z QF Z w JLi 0 LY v {p~p 0 Z Yf 0 W LL 4" x 4" x 0.125" 6L. ® ALUM POST 2" x 2" x 118" ALUM ANGLE EACH SIDE OF BEAM W/ (8) #14 x 3/4" SMS EACH LEG 2"x9"SMB i CARRIER BEAM 2" x 2"x 1/S" x EAVE BEAM DEPTH INTERNAL ALUM 2" x 2"x 1/8" z ROOF BEAM PLAN RECEIVING CHANNEL DEPTH ALUM ANGLE EACH VIEW W/ (4) #14 x 3/4" ®2" x 8" SMB "2"�x SIDE OF UPRIGHT W/ (8) EACH FLANGE 2" x 9" SMB ROOF BEAM #14 x 3/4" EACH LEG EACH SIDE QCARRIER BEAM8" ALUM ANGLE EACH SIDE Z 1" x 2" O.B. FASTENTO CARRIER W! (7) #14 x 3/4" SMS $ ® • LLJ BEAM W/ #10 x 1 1/2" SPACED W! 0.062 INTERNAL BACKING PLATE I EA E- I ® 6" FROM END AND @ 24" O.C. ®� a 9 BEAM Q � Z ' O 2" x 9" SMB- ® W Z U ® ® 2" x SMB J ® CARRIER BEAM � p p �a O ® ROOF BEAM ®? N Q J 1"x 2" O.B. ® �- r 0_ u- 2"x2"x1/8"x4'WIDE I 2" x 9" SMB ® ® 2"x2"x1/8"ALUM ANGLE DRAWN BY ALUM ANGLE EACH SIDE I I CARRIER BEAM EACH SIDE UPRIGHT TP OF POST W/ (6) #14 x 314" INTO UPRIGHT & (4) #14 x 3/4" ® NOTCH UPRIGHT AROUND I W/ (8) #14 x 3/4" SMS EACH 3/ LEG DATE DRAWN SMS INTO CARRIER BEAM i I ® CARRIER BEAM I 03/02/20 4" x 4" x 0.125" ® i 1" x 2' FASTEN TO CARRIER I REVISION ALUM POST 2' x 9" SMB BEAM W/ #10 x 1 1/2" SPACED 4" x 4" x 0.125" Q ROOF BEAM 6" FROM END AND @ 24" O.C. ALUM POST 1 _ © " 1"x 2" O.S. FASTEN TO CARRIER 2" x 2" x 1/8" ALUM ANGLE EACH SIDE BEAM W/ #10 x 1 112" SPACED OF BEAM W/ (8) #14 x 3/4" SMS & 6" FROM END AND @ 24" O.C. W/ 0.062 INTERNAL BACKING PLATE 4 D-1 FRONT WALL POST TO CARRY BEAM CONNECTION DETAIL D-2 ROOF BEAM TO CARRIER BEAM CONNECTION DETAIL D-3 BEAM TO UPRIGHT CONNECTION AT CORNER SHEET NO: SCALE: NTS SCALE: NTS A- k 11 Ifsesl'o ,Ig11111* a`` ,/ • •. 40 Or 42 sQ '� O o: = 0 :a :w co * W oc: Q �� .�O Co c: � L4 Z a �m 0 W z z Z Z ILLi . O C. z e Ln (AW W V ILL 0 2 I"- Q �. c C C U LL LL c = S Z N N Z C W m = 0 U V C 5 Z m I LL 6 Q W WQamm z g LL � 3 LL I I O z $ °` s� W LL � � PLAN �j 3 I I VIEW � I T_ a 6063-T6 ALUMINUM _ - 1 112" x 12" x 0,125" ALUM- C STRAP W/ (4) #14 x 3/4" _ _ _ _ _ _ LL INTO BOTH 2" x SMB C CARRIER BEAM & POST 2" x 2" x 1/8" x 2" WIDE ALUM 3 ANGLE EACH SIDE OF UPRIGHT 3 W/ (4) #14 x 3/4" SMS EACH - -- ---- -------- FLANGE Q LFi 'c 6063-T6 ALUMINUM 1 1/2" x x 0.125" ALUM j/ — — - N FRONT W Z C LL 3/4" j I EAVE LL STRAP W/ (4) #14 x P BEAM Q a INTO BOTH 2" x SMB I j Z CARRIER BEAM & POST I Q Z C zoo - - - -- 6 r- - — / - — - O 2" x 2" x 1/6" x 2" WIDE I 1" x 2" O.B. ATTACH TO UPRIGHT WITH (2) #10 x 2 1/2" SMS THRUDLL I N Q J - ALUM ANGLE EACH SIDE OF POST W/ (4) #14 x 3/4" I j I / UPRIGHT INTO SCREW BOSSES PLUS #12 x 1 1/2" SMS 6" FROM 4" x 4" x 0.125" ALUM POST I I 6" 1" x 2" O.B. ATTACH TO UPRIGHT DRAWN BY INTO UPRIGHT & (4j #14 x 3/4" SMS INTO CARRIER BEAM I I EACH SIDE OF UPRIGHT AND e I WITH (2) #10 x 2 1/2" SMS THRU UPRIGHT INTO SCREW BOSSES TP TYPICAL AT 24" O.C. MAX PLUS #12 x 1 1/2" SMS 6" FROM DATE DRAWN 1"x 2" O.B. ATTACHED EACH SIDE OF POST I I I EACH SIDE OF UPRIGHT AND TYPICAL AT 24" O.C. MAX 03/02/20 W/ #12 x 1 1/2" SMS 6" FROM BOTTOM I I I I 1" x 2" O.B. ATTACHED REVISION AND 24" O.C. 6005-T5 ALUMINUM I EACH SIDE OF POST 1 Q 4" x 4" x 0.126' - W/ 012 x 1 1/2" SMS ALUM POST 6" FROM BOTTOM A AND 24" O.C. A _ S CARRIER BEAM CONNECTION S-1 CARRIER BEAM CONNECTION AT CORNER 4 A-G SCALE: NTS A /y V SCALE: NTS SHEET NO: I I A-6.-."