Loading...
HomeMy WebLinkAboutengineeringFile Copy CONTRACTOR: VH Exteriors, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Sc uctuml Design, Chapter 20 Aluminum, and Chapter 23 Wood 2. AA ASM 35 and AA ADM I Specifications for Aluminum Structures, Pan 1-A of the Aluminum Design Manual pmpamd by The Aluminum Association. and the AAF Wide to Aluminum Consuucrion in High Wind Are.. 3. ASCE 7-10. Laading Cerla I. Live Loarlrd 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load 3.1. Building Gecop-y Category, Section 1604.5 and Table 1604.5: Risk CatefL,- 1. 3.2. Ultimate Design Wind Speed Vmr=150 MPH. Nominal Design Wind Speed: Viso= 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures. Section 2002.6: Calmary TYPE I -Screen Enclosure I Screen Roam: Non-Habltable, Unconditioned Roof7Voe L Roof Type: MONOSLOPE f MANSARD 2. Roof Material: 3" 148" 10.024" composite panel Elite 2000. LON deaslov foam. Flarfda Product Approval Number FL 7561-R4. Foundation Design Edstlne concrete slah. No additional concrete rooting or slab la required to resist the loads Imposed upon the nI,tJne slab by the proposed coustrueHon If the existing slab Is a minimum of4" thick and In sound condition, free from structural-lefier P.11 ng, or other deterioration. Soecigcatlons The following specificatious are applicable to this project 1. Where concrete specifications are required sc whether in the reen enclosure mope or not, by on m regulatory agency, the following specifications are applicable: oa. Concrete shall eunfoma to ASTM C94 for the following components: ins 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. Cleent Potable water Other admixtures not permitted b. Metal acecaamies shall -of.- to: ins Reinforcing Bars- ASTM A615, grade 60 ii. Welded wire fabric -ASTM Al85 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after thatching is nol permitted d Prepare and place concrete per American Concrete instilum Manual ofSmndard Practice, Part I, 2, and 3 including hat weather reco amendanons. r. Moist care or polyethylene curing perauined. f Prior to placing concmw, rM"t the entire subsurface coca for termites in compliance with the FBC. g. Concrete shall be placed am a polyethylene vapor barrier. h. All aluminum component embedded within mnemfe shall be roared with a biluminons aint or 2. Aluminum exweens shall be 6005 T5 Alloy 3. F..- are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, err coated stainless steel series "300", or uncoated staiudcss steel series "400". 4. All Self Mating Beers Sections are to be stitched with either R14 screws 6" from ends and 24" center tocenteror pcrews l2 s6• from ends and 12" center to center. 5. The minimum nominal thickness ofprotedor panels (kiekplams) shall be an industry standard ofO.024 inchns. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 7. Sen. material shall be 18114 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 f ring which are supporting aluminum members, such as continuous semen trucks or upright, the pavers must he banded to the eonerete with an epoxy, thins" or 3,000 PSI grout in ensure full positive conmd with concrete. 9. All gashing and waterproofing shall be provided by the contractor. 10. Use of these plans acknowledges and accept a limit of liability act to exceed design and engineeemirfee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. (;01C) S*T • 13G ■ A VV 30t-6. 0 I 1x2(TYP) This item has been fi'-tins electronically signed and sealed by T.P. Arnett, PE. using a 1x2 Digital Signature with date and 2x2 time. Printed copies of this m m o document are not considered o ci m n signed and sealed and the signature must be verified on o any electronic copies. o jW I o m I V\2.)12 1/l N f A_2 2.2 2N6. 2� 3 1x2(TYP) 2 k3 A-9 21 �4'0, 0 PS' P.. ARNF,���i • • NO. 46043 STATE OF m u. zZ-- a W W<MM a W zf as ozsag q z art LU LL N LU IY W W b_ UJ ��Nm �F 0 am7atL TP 11MIUR A-1 file, Copy ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2: _ 21'x 0.W' 2.3: 2"x3"x 0.050" 2x4: 2"x4"x0.050" 2x 5: 2••x 5"x 0.050" OPEN BACK SECTIONS 1 x2: 1"x 2"x0.040" I x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.D45" 2 x 3 Snap: 2" x 3" x 0.0501• 2 x 4 Snap: 2•' x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2"x4"x 0.044"x 0.100" 2 x 5 SMB: 2". 5" x 0.050" x 0.IW' 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2x8SMB: 2"x8"x0.072"xO.124" 2. 9 SMB: 2" x 9" x 0.072" z 0 0.092" x .124' 2 x 10 SMB: 2" x 10" x 0.398" 'UM FASTENER EDGE DISTANCE: 1/2"IUM FASTENER SPACING: 314" CONCRETE SCREW ANCHOR: N TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT 1/8' x 2- x 2- EXTRUDED ANGLE 5052 H-32 ALLOY EA SIDE SLAB / FOOTING SEE PLAN x 2' O.B. BASE PLATE -TYP 1 w�uN cwe 2'MIN EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB SIDE VIEW (1)1/2- DIA THRU BOLT./ NYLOCK JAM NUT- IN LIEU OF NYLOCK JAM NUT. JAM NUT./ THREADLOCKER A-2 SCALE: NTS B 2" x 4. OR LARGER UPRIGHT TO CONCRETE DETAIL (1) 3/8 ' ON. CONCRETE MAY BE USED SCREW ANCHO TIGHTEN TO CONTACT- DO NOT (21/4' CONC. EMBED) OVERTIGHTEN 1• x 2' BASE PLATE ANCHORED TO CONC WI I/4'CONCRETE SCREW SLAB/FOOTING ANCHOR (MIN.71/d'EMBED) 6'MAX EACH SIDE OF POST AND SEE PLAN D.C. MA% FRONT VIEW This item has been electronically signed and sealed by T.P. Arnett, PE. using a Digital Signature with date and time. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 0A NO. 46043 * * Eyt STATE OF NOTE SEE CALL -OUT BELOW FOR # OF SCREWS. SCREWS SHOWN FOR ILLUSTRATNE PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING _ MEMBER SIZE EDGE'C• 2- x SMB BEAM NOTCHED 2'x PURUNS ATTACHED TO #14 SMS®1114.O.C. 2x4 %' OVER UPRIGHT BEAM./MIN (d)#10x112'SMS (20 TOTAL) 2X5 1• (SEE A-i FOR SIZE)PLACE WASHER UNDER SCREW 2x6 -2X70 1)5' IN GUSSET CORNER i I FLASHING EAVE PAIL (SEE A-7 FOR SIZE) INTERNALLY SCREW THRU BEAM 3/16. 50524132 GUSSET 4 212'x 1/e'a(GIRT OR PURUN 1 x W/(3)g10112'SMS C WIDTH. 12' x BEAM DEPTH OR UPRIGHT DEPTH-12) ALUM BACKING PLATE 6063-T6 ALUMNINUM 1' x FASTEN TO EAVE RAIL ® t 1 • TYP / TYP f W1010x 117 SMS 6'FROM " / '/ 5• \ DPRIGHTx24.O.C. / X : (I) I2'131.x212' THRU BOLT ................................. W/NYLOCK JAM NUT -IN DEU 1' /X x I SMS INTO JAM NUT, JAM NUT CHAIR RAIL MEMBER S RE SS I i SCREW BOSSES W/TMREAOLOCKER MAYBE USED TH EADLO I I T xSMB UPRIGHT NOTES: (SEE A-1 FOR SIZE) B 1. GUSSET DIMENSIONS ARE MINIMUM (2) i I INSTALLATION REOUIREMENTS: REO'D-(1) EA SIDE OF BEAM -MAYBE I SNAP OR SELF -MATING BEAM ONLY BOLT IS TO BE INSTALLED AS TO NOT DAMAGE BASE MATERIAL. DO NO OVER TIGHTEN. PATENT PENDING INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES. ADD OR SUBTRACT SCREWS TO MAINTAIN I I/4- GC SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. • C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE NT$ D UPRIGHT TO BEAM CONNECTION E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM A-2 SCALE: Nis — A-2 SCALE: NTS LU w W p LD o W z v z az° O ° vw N Z N C U LL1 C IJL 0 O J = 0- 1 0- 2 U e Z z W C7 R$�N O Z�m4g z-. OZI J W LL 1n W 0 5W Q U V W J O I N m �O NO Q- MN0_IL DRAWN B) TP DATE DRAM 07/01/19 C FiWOPY This item has been P„�� electronically signed and sealed v- '�CENs' by T.P. Arnett, PE. using a `4x.`Z,O; :',x P Digital Signature with date and NO. 46043 '• 1'x2'x 1/8'x4'ANGLE PROVIDE#14x1'INT0EACH time. Printed copies of this C =_,�• : * :.,t= RAS INDICATED BELOW document are not considered — • a STATE OF ' NOTE: CONNECTION DETAIL signed and sealed and the signature must be verified on�/(9 electronic copies. s �' : A,A. hQ. �. 3'zT z0.093' ........................................ SAVE RAIL any 2V '((,mot ���p�j(j[•� �V �i�V711��:22 (2) 3/DIE. CONCRETE POST SIMILAR SIMI AR / SCREW ANCHORS (3' CONC. EMBED) K w LJ d Z 1'x2'OB C EWCONCRETE SCREW ANCHOR fi' FROM UPRIGHT & ® EMBED.) 24' O.C. (MIN. 3' E ..........^ ..,...... 3' x 3' x 1/8' E)(RUD 3'z3'x 1/8'ETRRUDEO POST BASE W/ (2) 3/B' DIA. THRU BOLTS ..._ ............ .. ORNER POST W1111zINTO EACH 118- PLATE 4 W Z W 10 W Z S JQ Q O Z EL O 4 MEMBER AS INDICATED K-BRACE: E Q w R j RONT WALL: 2'z 3' x 0.050' • SIDE WALL: 2'x2'%0.046' Ln O W J LL O a F- BASE PLATE Uo B-'I 3" x 3" POST TO CONCRETE CONNECTION DETAIL Z Z A-3 SCALE: NTS H-1 CORNER K-BRACE DETAIL Ci o e N z A-3 SCALE: NTS Z Y Q W Q w aa�m OZR 9 w LL 2' x 5- x 1/8. 6063-T6 2-x 2- x 1/8' ANGLE %8' LONG ALUMINUM STRAP 6063-T6 ALUMINUM W/ 11111 W4' IN EACH LEG & (2) Y12 TOESCREWS PROVIDE H14 x 1- INTO EACH MEMBER AS INDICATED BELOW WOOD: t ... _.... ...... ... 470 x 3' WOOD SCREWS, 6' FROM GIRT &®12.O.C. • I 6063-T6 ALUMINUM N CONC: ••I 4'.8'x 1/8'PLATE W \ A.x CHORDRETE SCREW ANCHOR, 6' SCREW & 24. O.C. .... I W/pHM ..ER OHM INDICATED `\ - AS �. LU FROM GIRT ® INTO i W Q � O (4)#10x1112' SCREW BOSS DETAIL A2 K-BRACE: i • • .x3'x0.050' I- W J FRONT., SIDEWALL:2'XTXD.Bd6' • U �yN . .... ..... ............ ...._. .... W 7 F p I ,% ' 2'%5•x 1/9•6061-76 ALUMINUM STRAP 6063-TB ALUMINUM W!(4) 112 x 3'4'IN • • • • • f• GIRT I • �/ D., d m N D. LL DRAWN BY Tx2'OR 2'x3'MOLLOW EACH LED 1(2)p12 TOESCREWS K-BRACE: • GIRT FRONTWAW 2'x3'z OA50' TP I� ,..SECTION GIRT I SIDE WALL: 2'%2' x O.D46- 4- (MIN) UPRIGHT DATE DRAWN ` rxz 07/01/19 REVISION '.'• - - - DETAIL 01 Q ' C+-� H-3 ROOF BRACING CONNECTION DETAIL H-2 INTERMEDIATE K-BRACE DETAIL 1X2 TO HOST STRUCTURE DETAIL SCALE: NTS A-3 SHEET NO: A-3 SCALE: NTS A-3 A-3 g1 He Copy 6' WIDE x 0.125 Z' BRACKET \\\\\\1111184p EACH EAM ATTACHED TO ®�� ACKET) electronically cally signed and sealed A. AT *x3'x172'z0.050' O.C. AND(4)P10x314'SMS 112'CE ALUM RECEIVING ���%�``�o�-PSGeNsF��� by T.P. Arnett, PE. using a :� %'� INTO GUTTER LIP Cr12' TEKBcaEws®B'D.C. Digital Signature with date and NO. 46D4a — f' x 2' x 0.044' OPEN BACK W/(2) 010 x 212-SMS THR p14 xd'SMSW/ _ time. Printed copies of this * c Tt BEAM INTO SCREW BOSSES SMS 6' (1)DfAM 1 11T DIA. NEOPRENE FACED WASHER ®6'D.C. document are not Considered E AND 4'DSMS FROM BEAM AND 24. O.C. 3'COMPOSITE ROOF II signed and sealed and the ADO SECONDARY FOR SPANS GREATER THAN 30'-0' s,s':,.,' ::..?..t.:1.. �,iY FLASHING -INSTALL UNDER EXISTING DRIP EDGE signature must be verified on ��q '��( �• R" S `` any electronic copigv'9_ �„�-' 51 .ry�Ki4ry h \ 548 3'. O.OB2' IXTRUDED RECEIVER CHANNEL f314 x 314'SMS @6'O.C. UU W GUTTER TO BEAM TOP AND BOTTOM W d • CONNECTION W/ W/ 1 72 DIA. NEOPRENE t l Z ELLEEIATING 014x2117SMS WASHER ®TOPSCREWONLY r AT IT O.C. t u:UUR Z W rxSMB CARRIER BEAM p Q 118'xx2'z 2'ALUM ANGLE W/(4)014x V4'T 6'SUPER 4 t/a� Z SMS EACH FLANGE GUTTER THRU BOLTS (2)1/4'DIA. x 3' Q V) cc Lj EACH SIDE OF BEAM I LA SCREWS TCOMPOSME LU G I.L. O PANEL ®6'O.C. CL ~ 2 118' x 1 1/8' z 0.D62' (MIN.) POST ALUM RECEPANG CHANNEL W/ MIN. (2) 012 x 3/4' SMS = gg Z / J j GUTTER BRACE TO POST TO ROOF PANEL ATTACHMENT DETAIL S-'I COMPOSITE PANEL TO FASCIA DETAIL A-4 SCALE: NTS Z j T a v Z SCALE: NTS A 4 V � Z J � S �LLmn Z 2aii!g 0 OZ a J LL7 LL CONTRACTOR TO VERIFY 2' x 4'FASCIA-IF LESS THAN 2'x (2) 1/8'x Tx T x 4' ALUM 4' FASCIA 2' x 4' SUB FASCIA ANGLES WI (4) P12 %5/B' EXISTING HOST WALL SHALL BE PLACED OVER, LENGTHEN LAG SCREWS TO EACH FLANGE FULLY PENETRATE SUB JSMS 7114 SMS % 1' MIN. LONGER FASCIA IF OTHER FASCIA, - 3'x 0.06T ALUM THAN PANEL W/112'DIA. NEOPRENE FACED WASHER ADD Tx d• PT FASCIA w/12' LAG BOLTS -I 12'INTO _ ._. .. ___ / RECEIVING CHANNEL �12'O.C.ALONGLENGTH TRUSS TAILS -COUNTERSINK MATING ELFI.7ENT W/k10x314'TOP LL AND OF AEND BEAMS FLUSH. WHEN INSTALLING -- - -- ---- - --- TxPPB BOTTOM AS END CAP 12' LAG SCREWS, PRE -DRILL w/ 31W DRILL TO PREVENT V7 N .. / Ld ti1�i SPLITTING. LU Cr LU a g� CONCRETE: 3' COMPOSITE W J (2111- 3.OUICKSET - ROOF PANEL - • I• W 7 Q y 11/2'x 2 IS' x 112' x 3' x 0.002' ANCHORS INTO WALL W000: T i• O 2' m Cr N ALUM RECEIVING CHANNEL / (2)1/4•x3'LAG SCREWS 2'x 3'END BEAM (2)3'8-DIA. BR SCE D_' J (L C3 0_i W/ (3) 414 x 3/4' SMS EACH SIDEINTODEAM INTO WALL THRU BOLTS i• 8' LONG T BRACKET NJ I EACH BEAM ATTACHED TO DRAWN BY FASCIA W/1/4' x 3- LAGS (2 TP j ERBRACKET) .C.AND AT r4 1• x3'LAG 24(O DATE DRAWN GUTTER AND4)#12x1' O7/0��19 UPRIGHT ]Li'V_j'1_2'x4'SMB SMS INTO GUTTER LIP REVISION AL, S'2_ BEAM TO HOST STRUCTURE ATTACHMENT DETAIL © SCALE: NTS &_3 OMPOSITE ROOF TO END WALL POST CONNECTION S-4 MATING ELEMENT _ A A ATTACHMENT (a GUTTER CORNER DETAIL SHEETNO: SCALE: NTS A A 'f SCALE: NTS A-4 File 4,opy ' s item has been P. lctron electronically signed and sealed Q e e ..�SCEN3 by T.P. Arnett, PE. using a �= Digital Signature with date and NO. 46043 time. Printed copies of this document are not considered = STATE OF signed and sealed and the be signature must verified on any electronic copies. A�� A : r�A #r���i� JG IF W w 3� W z �m � o W Z� � J OC Q Q Z w 0 n S v) ¢cc W b LL C 0 J O cc F O C C O z Z w Cz 5a0 Z�LL .=J mm S Q Lu Wama Q W o oz J Lu LL 0 Fo 3 a V1 0 fr ¢ p LU m UJ o U W J W N rn6�H v 2 m i� a LL DRAWN BY TP DATE DRAWN 07/01 �� 9 REVISION SHEET NO: A-5 1' x 2' O.B. FASTENED TO CORNER POST W/ N72 x 1 i/2' SMS AT 6' FROM TOP 8 BOTTOM RAILS. TYPICALLY 1R' xT x 2' EXTRUDED ANGLE 5052 H-32 A