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HomeMy WebLinkAboutPLANSIC01WRACTOR: A Quality Constru 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 ADMI 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: VmT= 150 MPH Nominal Design Wind Speed: Vnso = 116 MPH 3. Exposure Category, Section 1609.4.3: B 4. Screen Enclosure Section 2002.4 Foundation Design New Type II 4" Monolithic Concrete Slab - 8" x 8" w/(1) #5 Cont. 31" overlap at joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 psE 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 I,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Airentraining+/-1%-ASTMC260 iv.Water 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 A 185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching 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. 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. 5. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 6. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 7. Door location shall be determined by contractor in the field. 8. 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. 9. All flashing and waterproofing shall be provided by the contractor. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. Roof Type Roof Type: MANSARD WIND SPE f"-YPOSURE HAVE BEEN DET 'I USING THE ADVANCED TECHNOLOGY a. uNCIL'S WEBSITE AND GOOGLE EARTH. Y --: 0 - --T-O• 7-0• 2% 'XgMp) 2x3 2X3 o @ FI gyp J( LS N � N 22'-0 1 !a'-o• ¢ 1x2(TIP) 62 pm N(a/1 2X3 NN 2n a 2X3 �r-a•�r-a• T a•� a n � 1X2 TYP LL 0 3 n scwi is F Wo N j t. U) p � Z ,PIP." W u w a Z m Z J I= Z az° O_ tW N �z in N w LL O J I � 2 �L a - J�1 ;'U'®E COMPLIANCE §LUCIE COUNTY BOCC Q_ I >7 xa N X3 fOxi I/I NN xi N 2s N� 20 � 20 I a I �8'-8•�6'-6•—Lr-01 t T-0' 7 -T 0 t A FILE Copy ZZS Z m z J Z WJmm a Q W � a a; QWEa• ❑ Z�� 'a 3Z1 9 LL Q'- 0w ZU ZOO N J U) a�F- 0 -X = N a. TP 08/08/19 SCANNED St buce County At, - SHEET NO: CONTRACTOR: A Quality Construe 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 ADMI 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: VOLT = 150 MPH Nominal Design Wind Speed: Vaso = 116 MPH 3. Exposure Category, Section 1609.4.3: B 4. Screen Enclosure Section 2002.4 Foundation Design New Tvpe I14" Monolithic Concrete Slab - 8" x 8" w/(I) #5 Cont. 31" overlap at joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 pst 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: L 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.Water 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 A 185 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. 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. 5. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 6. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 7. Door location shall be determined by contractor in the field. 8. When installing pavers over concrete stab or footing which are supporting aluminum members, such as continuous screen trucks 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. 9. All flashing and waterproofing shall be provided by the contractor. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. Roof Type Roof Type: MANSARD AND GOGGLE EARTH. IX21T I 6 i ryy zxa NN =5s N L7'-4'--7'-4'—L1(C t ) d'R -- A-4 T `-T-O• T-0- txz ) 9C3 3ILl a r txztTxH1 - c i h -------------------- zr-0- 1x2 Try NN zxa m 0ot N(Z/1 2" p,m NN TM tutu NN zxa 13 r•] zxa a i txz a r, L-618'-B•�T-0• A-2 LL T-0•-3 il A -0' A �4 M �� LL d•• �•�/ �eiz o 0 <L * ~ : L) 3t' :i i>Z Q C vMWE® FOR E CObi PLIANCE LUCIE COUNTY SOCC 2 - ZZ� e N N Z NA, Q Wa 7� Q Uj Zs21: O ZCr 0 OZ J w U- 0 08/08/19 SHEET NO: A-1 ALII*19-aW MEMBERS DIMENSIOr,7 a 00 0 IIIIIII// \\\\11111/11 HOLLOW SECTIONS -- 118" x Z' x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA NOTE \\\ /// ///' 2 x 2: 2" X 2" x 0.046" - SIDEW/(4)#14x3/4"SMS ALL 2x9 SMB UUPRIGHTS `\ ,�� • •M •• •. -✓/ of 2x3: 2"x3"x0.050„ INTOUPRIGNT USE DETAIL B-1/A-2 �� /• : •••t1i2 2x 4: 2"x4"x 0.050" 2x 5: 2"x 5"x 0.05W' ?Q LLO yam p1 OPEN BACK SECTIONS UPRIGHT o = a W (D - F JQ I x2: 1"x2"x0.040" 1 x 3: 1" x 3" x 0.045" m• VxTO.B. BASEPLATE-TYP z LO j& : % co y SNAP SECTIONSWu -4 "� °' ° 'e' - iiw•a cac EIeBmWwf G I v ••• ,: 2 x 2 Snap:/ANOIoa 2" x 2" x 0.045" � 2 x 4 Snap: 2"x4"x0.045" "• 'MIN+—t. 2" MIN EDGE ///II////IllJK SLABIFOOTING .'�4 '•.. .tl: EXTERIOROUTSIDEEOF DG pFN AEBFOROM SELF MATING (SMB) SEE PLAN 21/ x % (GIRT OR PURLIN 2x4SMB: 2"x4"X0.044"X0.100" — - SIDE _ VIEW WIDTH . 1/2" x BEAM DEPTH- - OR UPRIGHT DEPTH -1!Y) I 2 X 5 SMB: 2" x 5"x 0.050"x 0.100" ALUM BACKING PLATE cc Ld 2X6 SMB: 2"x6"x 0.050"x 0.120" 6063-T6 ALUMNINUM I W d 2x7SMB: 2"x7" x 0.05T'x 0.120" I Z M 2x8SMB: 2"x8"x 0.072" x 0.124" (1)3/8"DIA CONCRETE 2x95M13: 2"x9"x 0.072"x0.124" SCREW ANCHORS (21/4"CONC. EMBED) (4)#14x 3/4"SMS Z W U) 2x10SMB: 2"X10"x0.092"x0.398" INTOUPRIGHT z FASTENER EDGE DISTANCE: 1/2" I z 1 SMB INTO .U.1.1 Q QMINIMUM Z MIND" FASTENER SPACING: 3/4° SCREW BOSSES O , , ° I CONCRETE SCREW ANCHOR ° , •,.a• ,e • 1"x T BASE PLATE ANCHORED TO W c U SIMPSON TITEN HD OR EQUIVALENT ° - CONC W/1/4"CONCRETE SCREW I UJ G O SHEET METAL SCREWS (SMS): SLAB/FOOTING ° S„ ,•', ANCHOR (MIN. 11/4" EMBED) I O = ITW / BUII•DEX OR EQUIVALENT i 2. 6" MAX EACH SIDE OF POST AND SNAP OR SELF -MATING BEAM I ~ SEE PLAN 24" O.C. MAX ONLY 1 FRONT VIEW r� c �PURLIN OR GIRT TO BEAM OR POST DETAIL ED B "x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL SCALE: NTS A-2 Z Z m A-2 SCALE: NTS C N q, .'O. i L Z. 3 yy J ZLLmm s Q w NOTE: g�g O Z n g SEE CALL -OUT BELOW FOR#OF SCREWS. J LLI 1/S"x Tx 7"EXTRUDED UPRIGHT SCREWS SHOWN FOR ILLUSTRATIVE u_ ANGLE 5052 H-32 ALLOY PURPOSES ONLY. DO NOT COUNT EACH SIDE (6) x & SMS INTO THE UPRIGHT 1/S" x 2" x 2' EXTRUDED FOR SLOPED BEAMS, MAINTAIN 5/S" SCREW SPACING SCREWS ON DRAWING. (2) 31DIA CONCRETEE ANGLE 5052 H-32 ALLOY EA SIDE W/ (4) #14 x 3/4" FROM EDGE OF BEAM S SCREW ANCHORS (21/4"CONC. EMBEDMENT) • o SMS INTO UPRIGHT o • 2" x PURLINS ATTACHED TO #14 SMS (411/4"O.C. (2x6 SMB: 16 TOTAL) • • • "x T O.B. BASE (5) 014 x 3/4" SMS BEAM WMIN (4) 910 x 1 1/2" SMS 2x7 SMB: 20 TOTAL) PLACE WASHER UNDER SCREW • o 0 PLATE -TYP 0.062" INTERNAL BACKING PLATE SMB - NOTCH FOR UPRIGHT IN GUSSET CORNER— m .. •' ' .e . �,'• • .. f �w• wD{ DIMEI d ' •uucgoa EMBEDWBT 2" MIN EDGE DISTANCEFROM ••�)=r'•• EXTERIOR OF TO ENGAGE ALL SCREWSIn Tx Z' GIRT SECTION -ATTACHED TO BEAM w/(4)11f2"SMS 5/8" NP / / 1"TYP / / 3/16'5052-M2 GUSSET �/ tN SLAB/FOOTING,♦ SEE PLAN a guy COLUMN TO OUf&IDE N LL EDGE OF SLAB SIDEMEW 1" x TOPEN BACK GIRT SECTION ATTACHED THRU UPRIGHT TO BEAM W/(2)410x 112"SMSS �� / / / / F /.;i ��;�,%;y; / �/ --- J 0 C U- W Of U 1/B" x 2' x 2" EXTRUDED ANGLE TO GIRT W/#1Ox1 M"EMS 24"CIC /! 1 1l4° TYP Q (3) 3/8" DIA CONCRETE 5052 H-32 ALLOY EA SIDE \ ,� - — — -- — —' — - / 5/B" TYP Z OJ SCREW ANCHORS (2V4"LONG. EMBED) Wl (4) #14 x 3l4" SMS INTO UPRIGHT (5)#14x3/4"SMS 2"z 2'x 0.090" ANGLE / / 5" U LI O J_ I- � 0- EACH SIDE OF UPRIGHT W/ (4) 0 4 x 31"4 SMS EACH FLANGE G �� / 2-° \ 28 S O 0 x Q v O C 2N d - -- - - - - - s/6^TYP®EDGE 1° 1° 4"(MIN)UPRIGHT EB. /X 5^ ®� WE® FOR / / 8° ®�TAp DRAWN BY TP .m / Y' LAN ! • pp . e I 2' BASE PLATE ANCHORED TO CONC W/ 1/4" CONCRETE vaas ��j` 5" `WNO7Fa9:� CE DATE DRAWN SLAB/FOOTING SCREWANCHOR (MIN. . A EMBED) W MAX EACH SIDEOF °. 8 1. GLI. TY REQ'D-(1) FB - 08�08�19 REVISION SEEPLAN �' . POST AND 24"O.C. MAX INTERNAL FRONT VIEW 2. AS BEAM SIZE C G A➢DOR SUBTRACT SCREWS TO MAINTAIN 1 1/4" 1 - Q _ UPRIGHT TO BEAM CONNECTION C/CSPACING. SCALE NTS 3. GUSSET LENGTHS REMAIN CONSTANT, A_2 WIDTHS CHANGE TO MATCH BEAM SIZE. ° " "x 9" SMB UPRIGHT TO CONCRETE DETAILS SHEET NO: p H SCALE NTS A-2 E _TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL -RIGID MEDIUM A-2 SCALE: NTS _ 1 • 1 I Alk 8"WIDE%0.125"'Z"BRACKET NOTE • • ......... \\v •• /Y'o� I� �(� Q EACH BEAM ATTACHED TO FASCIA W/318"x3"LAGS (3 (2) 318" DIA x 4" LAG SCREWS FOR SPANS GREATER THAN 3D'-0' 8" WI DE EXTRUDED GUTTER \\\ �� ' \ M .•(v mo' • •� y PER AND z BRACE REQUIRED ALL ` Q • y ILL O y AG@2BRACKET) - LAG 24" O.C. AT GUTTER T UT R RI UPRIGHT BEAM POINTS ATTACHMENT POINTS YA EXIST Z Z O • J 1"x 2'z0.044"OPEN BACK SCREW INTO SCREW INTO EXISTING #tOx3/4"SMSINTO GUTTER R SCREW INT SCREW INTORAM EXISTING : W f0 �0- LLI 3 Q� CONNECTED ALONG GUTTER OVERHANG FRAMING LIPRAFT' OVERHANG FRAMING / � V F-' Q W/#12z 314"SMS AT IY'O.C. OR RAFTER TAIL ER TAIL i �G •. , O 03 (l) #14 x 2" SMS S' FROM BEAM AND 24" O.C. - 3/18" S.S. CABLE I {' •• Z �/ O �• !�� .•' ALUM LU MLA T BAR NUM ///////l I1110\0%O,\\\\\\ • m ---- 1 MATING • • _ _ 4 SLAB/FOOT MID DEPTHR LL LLI ELEMENT LL 1 Z F 1 • CONTRACTOR TO VERIFY 2"z4"FASCIA -IF LESS INTO xREWB FROM 7"x 2' INTO SCREW BOSSES CONTRACTOR TO VERIFY 2"x4"FASCIA-IF LESS ,y: `/ 4 F Z LL a LU THAN FASCIA, 2'x4" THAN 2" x 4" FASCIA, Z' x 4" Z ik EW1(4 TALUM � a o FASCIA BEHEN BEHEN Q Q ANGLE ANGLE W/ (4)#14FLA x2" PLACED OVER, LENGTALL 5" SUPER PLACED OVER, LENGTHEN PLACEDSUB OVER,CIA LENGTALL PLACED OVER, LENGTHEN Z SMS EACH FLANGE EACH SIOE OF BEAM GUTTER LAG SCREWS TO FULLY PENETRATE SUB FASCIA 5"SUPER GUTTER LAG SCREWS TO FULLY PENETRATE SUB FASCIA. (2) 318" DIA x 3" EMBED SLAB! FOOTING CL W � 1O Vi IF OTHER FASCIA, ADD 2" x F OTHER FASCIA, ADD 2'x CONCRETE SCREW ANCHOR SEE PLAN N W 4" PT FASCIA W/ 1/2- LAG 4" PT FASCIA YA 1/2" LAG W U BOLTS -112"INTO TRUSS BOLTS - 1 1/2" INTO TRUSS LL J 21/8Xx 1 1/8" x.062" (MIN.) TAILS-COUNTERSNK FLUSH. WHEN INSTALLING TAILS -COUNTERSINK FLUSH. WHEN INSTALLING O _ c ALUM RECEIVING CHANNEL W/ MIN. (2) #72 x 3/4" SMS 72" LAG SCREWS, 12" LAG SCREWS, 1 PREDRILL Y4 318" DRILL TO PREDRILL W! 3/8" DRILL TO PREVENT SPLITTING. PREVENT SPLITTING. H-1 CABLE CONNECTIONS AT FOUNDATION Z_Z �\ GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL A-3 SCALE NTS C ul,^„q LR eN J LJ Z ;2 mN A-3 SCALE: NTS A_3 SCALE: NTS Q LI"I Wamy� WZ 0 2� = O W LL 5052-1432 EXTERNAL RECEIVING CHANNEL OF BRACE (2) #12 EACH FACE (9) #14 x 3/4" SMS 118" PLATE ON 45' ANGLE 6083-T6 ALUMINUM WOOD: (FULLHT #10 x 3" WOOD SCREWS, 6" — — -- — — — H FROM GIRT&@ 12" D.C. (3)#72 SMS • o W CONC, INTO EAVE RAIL 114" CIA x 3" CONCRETE • — — — — — — Q ILL SCREWANCHOR, 6" • 0 I FROM GIRT &® 24" O.C. ROOF BRACING CONNECTION DETAIL m Q LL Z (4)#10x112"INTO EYE BOLT FOR CABLE TENSION Z CI .=.I SCREW BOSS m / O J kX>o __ _ __ _ __ � V) (_ W 5052-H32 EXTERNAL RECEIVING CHANNEL R IEWE® FOR Cd it 2 CA EL� Q R O d FULL HT OF BRACE W/ (2) #12 EACH FACE PERIMETER FRAMING ��¢\®}'®II�� z�z n/�9��I�p��'�O'�/� •dST. DRA PN BY I SECTIOR 2"X3'HOLLOW SECTION GIRT / (Q •� pOp9®j L UCIGryaCOUN I DATE DRAWN r• x z' (3) # 12 EMS �®cc REVISION REVISION INTO EAVE RAIL I _ H-3 ROOF BRACING CONNECTION DETAIL N=2 CABLE CONNECTION AT CORNER C 1X2 TO HOST STRUCTURE DETAIL A-3 SCAL TS A-3 SCALE: NTS a _ SHEET NO: A-3 SCALE. NTS A-3 I 5i C� T • i� � � IIIIIISI/'/ BEAMS,FOR SLOPED % NOTE _ \\\\\1/111 - `,"( MAINTAIN VERTIEDGE LINE AND 5/8"EDGE SPACING SEE CALL -OUT BELOW FOR #OF SCREWS. '� •• •M p / •• A / 'Y� ///j SCREWS SHOWN FOR ILLUSTRATIVE _ ���` : •• f PURPOSES ON LY. DO NOT COUNT SCREWS ON DRAWING. �•�:/.y. LL 6-�; 2.,`% 2"x 3" GIRT SECTION SELF -MATING BEAM Q 2 O O 1 -NOTCHING BEAM AND GUSSET FOR 0- W J Iw- • Q CONTINUOUSGIRT i ---- NOT PERMITTED / j % 6 • 1"X2"x0.044"OPEN BACK INTERNALYSCREWTO/ / 2xT PURLIN-NOTCH BOTTOM - FLANGE TO OVERLAP UPRIGHT 2x2'x1/8'5052-H32ANGLE EASIDE OR �� 2x2'x0.062'5052-H32 RECEIVING Gft Q z GRADE I/ N •'• Z ///�`-� I//'1�• �O, •� GJ ' •��`�� �•�0 UPRIGHT WI (2)#10x712' j SMS 8 FASTEN TO EAVE RAIL W/#10 X 111Z' SMS / �i CHANNEL i i �" �. • <'` '.. .+ ////11/11111 `�\ SPACED 6" FROM -� -� - S QI\\\\\\\\` UPRIGHT AND AT24"O.C. / o ••' - - .` _/_,-.._... __._. 2"x 3" EXTRUSION "� L. I I OVERLAP � ULJ La 5052-H-32x 3116"- 14' 1 viii / I I ATJOINTSON3 i-8"---IIF•• Z 6. 1 INTERNAL GUSSET PLATE -GUSSET TO (28)#74z 1'SMSTHRU FIT BE7VJEEN q. BEAM WALL SCREWBOSSES BGUSSET PLATE EA SIDE 1"x Z' x 0.044" OPEN BACK INTERNALY (2) #12 x 3/4" EACH LEG EACH SIDE - SCREVvS SHALL SCREW TO UPRIGHT W/ (2) #10 x 112' SMS 8 FASTEN TO EAVE RAIL W/ ENGAGE BOTH PURLIN AND #10 x 112"SMS SPACED 6"FROM UPRIGH7 TYPE 11 MODERATE SLOPE FTG 212-3.12 _ m Fr Z I� to W Z a UPRIGHT AND AT 24" J cc O.C. < G Z Q NOTES FOR ALL FOUNDATION TYPES: Z 1 4" (MIN) UPRIGHT FOR BEAM NOTCH POST AS REQUIRED 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PER Q y (28)#14x3/4"SMS SIZE TO S' 5" (MIN) - FOR BEAM SIZE FOR 2"x SAVE RAIL UPRIGHT 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND N Q W N CC V THRU UPRIGHT WALLS" B T" COMPACTED PRIOR TO PLACEMENT OF CONC. 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A.1. W G J EASI E 6" (MIN) FOR BEAM SIZE 8", 9"810" 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED `PARE MESH. O Q oC F 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE a CONCRETE FLAT WORK 4 12" FOR BEAM SIZE TO 6" 51/2' FOR BEAM SIZE 6" 8 T' 61/2' FOR BEAM SIZE8", W 810' A Z Z ^ 8 F TYPE II FOOTING AL m �-� UPRIGHT TO BEAM CONNECTION UPRIGHT TO PURLIN CONNECTION DETAIL SCALE Nis N A_4 $ N q A_A SCALE:NS m d Z S Q W WaR'a Q W NOTE: 1"XZ'O#12x FASTENED TO CORNER �Z� s o 0 SEE FOR #OF SCREWS, 1B"z2'x2"EXTRUDED POST BOOT x 1 AI SMS AT ALLY @ TOP 880TTOM RAILS.TWICALLY� z Q Z � J W SCALL-0UTOWNFO SCREWS SHOWN FOR ILLUSTRATIVE ANGLE 5052 H-32 ALLOY 24"O.C. LL PURPOSES ONLY, DO NOT COUNT W/ (4) #14 x 3/4" SMS SCREWS ON DRAWING. INTO DJ r 7/8"x2"x2" EXTRUDED ANGLE5052 H-32c #14x2" CORNER POST I SMS INTALLO ST&(1)E1S.DIA SMS INTO POSE & (1) 3/B" DIA 2°x PURLINS ATTACHED TO #14 SMS@VD.C. S. CONCRETE SCREW ANCHOR INTO BEAM w/MIN (4) 010 x 1 1/2' SMS (48 TOTAL) ° CONCRETE PLACE WASHER UNDER SCREW . n !, (2) #10 x 1 1/2"SMS IN GUSSET CORNER/ z1,9.1 4 c THRUSCREWBOSSES / '------ 3115'5052-H32 GUSSET � j : /// /j w�' ' SLAB/FOOTING ,cxcrtmmm . SEE PLAN ':e . 4. e•�n •.. e: �.,� —� 2IM"MIN CONC +. ANCHOR EMBEDMENT SLAB/FOOTING + / / / +• I SEE PLAN . 4 8.• Ln UJI SIDE MEW 0 OLLT SIDE VIEW Q zU 1 • TYP ! 5/8° TYP i-2'� CORNER POST W/ 1" x Z' @ (4) #1 SMSBACKSIDE Z LU F / (7) 3/8°DIA CONCRETE 2"x Z'DJ INTO POST U) 0EL F � X SCREW ANCHORS (21/4" CONC. EMBED) 318" x LENGTH AS REQUIRED FOR 21/4" EMBED CONCRETE I- O \ z3• Z 8' 8 INTO CONCRETE - - CONCRETE R = N OL /X ! _ _ _ I" x Z'BASE PLATE DRAWN BY a° ! - - - - .•. CANCHORED To ONCRETESCRE ANCHOR coNc REVIEWEDTP CONCRETE OR DATE DRAWN 08/0$"9 5• NOTES: _ 8 1. GUSSET DIMENSIONS AREMINMUM(2) 4' DTOC CONCSE - ANCHORED TO CONC W/ 1!4" 6"MAX EACH SIDE OFPO AND •. ,•., C®I�p�L1.41NCE RES'D-(1)EA SIDE OF BEAM -MAYBE INTERNAL OR EXTERNAL. 2. AS BEAM SIZE CHANGES, ADD OR CONCRETE SCREW ANCHOR e a •+ (MIN. 'n•' J.. ': a 4. 8 .`+: • _g; LUCIE COUNTY REVISION 1 - 6"MAX EACH SIDE OF POST •T. :' u. SUBTRACT SCREWS TO MAINTAIN 1"dC SUSSING. 24'OC. MAX AND 24" O.C. MAX ••4 (� p/YY/1 •` �Od/C/ +, +.."•', - 3. GUSSET LENGTHS REMAIN CONSTANT, -„ ., WIDTHS CHANGE TO MATCH BEAM SIZE. FRONT VIEW FRONT VIEW - 4 E-1 DJ-1_ DOOR JAMB TO CONCRETE DETAIL CP-1 CORNER POST TO CONCRETE DETAIL SHEET NO; TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM OSCALE: A 4 NTS SCALE: NTS A-4 SCALE: NTS A-4 r N N_ D I.E C% D� C% W m � I M .n A CNN m T N I T N m M 3 m z 1 MATING ELEMENT D aI D m -1 1 qq � N oV Rim . C C: cj x1 O . ;0 � 0 � A ® m4 w o C D TAN n Z�� n A ~ v PROJECT ADDRESS: z o HAMPSON o M- 2401 TILTON ROAD o I I00z PORT ST LUCIE, FL z w z < NOTTO RF RFPROOI MAN S— 1 mNQ MI RZ NO.46043 *' FLORIDA ALUMINUM PROFESSIONAL ENGINEER ?* STATE OF ENGINEERING, INC. ° '•. A- !y�0.c� 5440 MARINER STREETSWE 110 THOMAS P. ARNETT, P.E. •.,4OTAM ELL(813374 LICENSE No.#46043 wi��;S ) 3744516AL 11111���� I//11 FLORIDA LICENSE: CA NC N0. 32807 IM "O] F nR IN PART WRNfIIR'R6 WR M PFRMLCC m nP m nRIM M t11NNIM FNRINFFRING Mr. ©fLfPY irC fJ — i — - 4