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HomeMy WebLinkAboutConstruction PlansDesign Parameters 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category I. 2. 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 Speed, VuLT= 150 MPH 3. Exposure Category, Paragraph 1609.4.3 : C Applicable Codes, Regulation 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 Specifications for Aluminum Structure, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition 3. ASCE 7-10 General Notes 1. The contractor shall verify all dimensions prior to construction 2. All work shall comply with all local and regional ordinances. 3. Any deviation from this plan shall be reviewed by the engineer of record and is subject to approval. Specifications The following specifications are applicable to this projects: 1. Where concrete specification are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable. 1.1. Concrete shall conform to ASTM C94 for following components: 1.1.1. Portland Cement Type 1, -ASTM C 150 1.1.2. Aggregate - Large Aggregate 34' max - ASTM C 33 1.1.3. Air entraining +/-1 % - ASTM C 260 1.1.4. Water reducing agent - ASTM C 494 1.1.5. Clean Potable water 1.1.6. Other admixture not permitted 1.2. Metal accessories shall conform to: 1.2.1. Reinforcing Bars -ASTM A615, grade 60 1.2.2. Welded wire fabric - ASTM A185 1.3. Concrete slump at discharge per chute not less then 3" or more than 5". Water added after batching is not permitted. 1.4. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2 and 3 including hot weather recommendation) 1.5. Moist cure or polyethylene curing required. 1.6. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. 1.7. All aluminum components embedded within concrete shall be coated with e bituminous paint or epoxy. 1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to 6X6 W1.4/W1.4 WWF. 2. Aluminum extrusions shall be 6005 T5 Alloy. 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plate to ASTM B633, or stainless steel series "300". 4. All Self Mating Beam Sections and PFB are to be stitched with either #14 screws 6" from end 24" on center or #12 screws 6" from end 12" on center. 5. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 and FBC 454.1.3.1.9. 6. Door location shall be determined by contractor in the field. 7. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the anchors must extend past the pavers and reach proper embedment into the underlying foundation. 8. All flashing and waterproofing shall be provided by the contractor. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph Foundation Design: Existing 8"x8" Thickened Edge 4" Slab on Grade Existing concrete. No additional concrete footing is required to resist the loads imposed by the proposed construction if the existing footing is in sound condition, free from structural cracking, spailing, or other deterioration. Roof Type Screen Size Full Mansard 18/14 ALUMINUM MEMBER DIMENSIONS HOLLOW SECTIONS SELF MATING BEAM (SMB) THE PORCH FACTORY BEAM (PFB) 2x2 2'x 2'x 0.046' 2x4SMB: 2"x4" x 0.044' x 0.100" 3.75PFB: 2"x3.75'x0.050' 2x3: 2"x3"x D.D50" 2x6SMB: 2" x 5'x0.050'x0.100" 5.75PFB: 2"x5.75"x0.055' 2x4: 2"x4"x0.050" 2x6SMB: 2"x6" x 0.050'x 0.120" COLUMNS 2x5: 2"x5"x0.050" 2x7SMB: 2"x7'x0.057'x0.120" 2 x8 SMB: 2"x e" x 0.072' x 0.124" 3x3: 3'x3"x0.125" 4x 4: 4"x 4'x 0.125" OPEN BACK SECTIONS 1x2: 1"x 2"x 2x1 SMB: 2' x 9" x 0.072' x 0.124" 6x 6: 6'x 6"x0.125- 0.040- 1. 3: 1" x 3" x 0.045• 2z0SMB: 2"x 1ON0.092'x 0.398' MINIMUM FASTENER EDGE DISTANCE: 12" KB: KNEE BRACE MINIMUM FASTENER SPACING: 3/4" RC: RED. CHANNE SNAP SECTIONS 2x2 Snap: 2"x2"x 0.04F CONCRETE SCREWANCHOR: SHEET MATEL SCREWS(SMS) 2 x 3 Snap: 2" x 3" x 0.050" 2 x4 Snap: 2'x4"x 0.045" SIMPSON TITEN HD OR EQUIVALENT ITV BUILDER OR EQUIVALENT NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL. 1 BR-1 2 / X2 (TYP) i / I > 2X3 2X3 -HOST ROOF OVERRAN. c A 2X3 2X3 1X2 (TYP) RH•1 3 �� z 2X3 2X3 2X3 2X3 2X3 Z 'U (b Vbi ARC-2 3 2X3 2X3 3 2X3eb 2X3 n via LL n via m n vi M n.. W c�UU)) m RC4 A 3 BR-3 2X2 S AP (TYP) 2 ;'-10'' 6'-10" % fi'-10" 32'-0" PLAN VIEW 1x2 (TYP) n oia M oia m r 00. M n ciIL M , X N E14 2 2X3 \ �� 2X3 2X3 2X3 F 2X3 1X2 frYP) 10" 6'-10" F;'-10" 32'-0" FRONT ELEVATION I I I I I I I n N ti ®`®�®��� d Lu Ll ®o tL1 O p o LLl m 000 $; - 0 �{ Q �0° R s ,m +Fyn ® /®O0 o N 91�r-I-JU O Z O Q W J W f- REVIE ED FOR C®®E CC M PLIA�9CE ST. LUCIE COUNTY I ►�� cop I d C O a N GO V d a d LL c In -0 d O V v U. Nl R d O rn L L T O: aa V) 'a a'V_ r+ u' L v .L d IL SHEET - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN 118" BRACKET CUT FROM 1" x 5" ANGLE. CONNECT WITH (9) #14 X 3/4"SMS /- x S ALUM. x ALUM. FLATLAT BAR. 0 0 0 O O 6063-T6 ALUM. O ° ° a iV r4' 0 O a. EVE RAIL d . ° a O EYE BOLT FOR CABLE TENSION O (2) ED C/ONCRETES REW ALTERNATE CONNECTION ANCHOR UPRIGHT 118" S.S. CABLE DOUBLE ///��� 1-1/4" x 5-51W x 118" ALUM. FLAT COMPRESSION / BAR. WITH (2) 318" DIA. CONCRETE SLEEVES / ANCHORS. MIN. 23/4" EMBEDMENT BRICK PAVERS MAY NOT BE PRESENT. ENSURE MIN. REQUIRED ANCHOR z O EMSEDMENTINTO 'a a CONCRETE M fLp FOUNDATION PER PLAN BR-1 CABLE BRACING 2 SCALE:NTS 2"x0xl/8" ANGLE EA SIDE (1) 318" DI SCREW At' (1) 1/2" DIA THRU BOLT WITH NYLOCK JAM NUT (JAM NUT WITH THREADLOCKER MAY BE USED, IN LIEU). DO NOT OVER TIGHTEN. TIGHTEN ONLY UNTIL CONTACT. FOR 2X2 AND 2X3 UPRIGHTS, USE (4) 914 x 3/4" SMS INTO POST BRICK PAVERS. MAY NOT BE PRESENT. ENSURE MINIMUM CONCRETE EMBEDMENT. 2 w �zr w M m U Z 12 0 p �w 1 SIDE VIEW OP VIEW AT INTERMEDIATE FOUNDATION PER PLAN UPRIGHT PER PLAN 1X2 O.B. ANCHORED TO CONCRETE WITH 1/4" DIA. CONCRETE SCREW ANCHOR @ 24" O.C. MAX (4) #14 x 3/4" SMS INTO POST —� FOR CORNER CONNECTION FASTEN 1X2 WITH #12 x 314" SMS @ 24" O.C. 0 ? 01X2I a � UPRIGHT (4) #14 x 2"ISMS THRU 1X2 INTO POST TOP VIEW AT CORNER UPRIGHT TO FOUNDATION CONNECTION SCALE:NTS Note - Orientation may be different. 3/16" GUSSET PURLINS ATTACHED TO BEAM WITH (4) #10 x 1-1/2" SMS WITH WASHE INTO SCREW BOSSES. 914 X 3/4" SMS @ 1-1/4" O.C. � // h Y�O/�////�� NOTES: 1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING. 2. GUSSET DIMENSIONS AREA MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL 3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING. 4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE. G-1 TYPICAL INTERNAL/EXTERAL GUSSET CONNECTION 2 SCALE:NTS x 2° x 2" ANGLE WITH (4) #14 x 314" SMS INTO POST V1/8° RICK PAVERS MAY NOT BE PRESENT. FOLLOW ANCHOR MINIMUM CONCRETEEMBEOMENT z z ° e V W Mw d .- w SIDE VIEW PER PLAN tx2 O.B. ANCHORED TO T�--EMBEDI@24'0.C. CONCRETE WITH 114" DIA. ANCHOR (MIN. 1-1/4" {4) #14 x 3/4" SMS INTO POST > d 1) 3/8" DIA. CONC. ' ° d ANCHOR. EMBED MIN. 2-112" d a'. a •' d DOTING. SEE PLAN FOR FRONT VIEW DETAILS DJ-1 DOOR JAMB CONNECTION 2 SCALE: NTS OPTION 1: (4) 910 x 1-1/2" SMS INTO SCREW BOSSES (TYP) SNAP OR — SELF -MATING BEAM ONLY 910 x 3" WOOD SCREWS @ ENDS & 12" O.C. CONC. 1/4" DIA. x 3" CONCRETE SCREW ANCHOR @ 6-FROM ENDS & 24" O.C. PTION 2: 2" x 2" x 1/8" ANGLE WITH (2) #10 x 314" SMS IN EACH FLANGE, EACH SIDE (TYP) r—PURLIN / GIRT CHAIR RAIL M-1 PURLIN / GIRT / O.B TO HOST CONNECTION 2 SCALE:NTS GUSSET PLATE PER PLAN 1 DETAILS PURUN PURLIN LL O n: G� (2) #14 X 2'. SMS THRU BRACE INTO BEAM THRU GUSSET PLATE BRACE AT INTERMEDIATE JOINT O G� O MAX 00 EAVE RAIL W m 0 ^ ``oe111E1111/0% W�0� ®G� e °00000� �A�s ® o°= N � lJ6' m ®V`` m 0 / �o J a q N PROTS�i#y���"� O — 1/4" DIA. THRU BOLT WITH NYLON BRACE AT EAVE RAIL WASHER & STAINLESS $EEL NUT FIL.S Coy SHEET BR-3 ROOF BRACING v 2 SCALE:NTS 2 CD W ***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***0 cm sa®�o0,e�/'//%'s W ®�® ® o® o©oe00000 sd 0.125" THICK "Z" BRACKET @ EACH BEAMIPURLIN. ; z o° °o ATTACHED BRACKET TO FASCIA WI 3/8" x 3" LAGS (3 NOTE: W e' © co a ®• PER BRACKET). ATTACH GUTTER TO FASCIA WITH (2) 3/8" DIA, x 4" LAG SCREWS FOR '� ®' N o 3/8" X 3" LAG @ 24" O.C. ELSEWHERE. SPANS GREATER THAN 30'-0" a ® o ^ O 1"X 2" OPEN BACK IS NOT NEEDED IF ®(� W �-® ..�( BEAM NOTCHED m ° GUTTER HAS SPLINE GROOVE. o i O OTHERWISE, CONNECT 1X2 TO OVER UPRIGHT BEAMIPURLIN WITH (2) #10 x 2-1/ SMS THRU BEAM/PURLIN INTO SCREW NOTCH BOTTOM FLANGE OF �' o°oo BOSSES. CONNECT 1X2 TO GUTTER _ FLASHING PURLIN TO OVERLAP UPRIGHT WITH (1) #14 x 1-112" SMS @ 6" FROM / ENDSAND24"O.C.; EAVE RAIL INTERNALLY SCREW THRU EAVE RAIL # - �� d i 21 !!�'�a'O SCREW THRU BEAM INTO INTO PURLIN SCREW / SCREW BOSSES WITH (3) #10 x 1-12"SMS BOSSES WITH (2) #10 x 4" O SMS O r^ e ATTACH 1X2 TO EAVE RAIL #O ATTACH 1X2 TO EAVE RAIL WITH #14 x 1-1/2" SMS @ 6" WITH #10 x 1-12" SMS @ 6" 6 FROM ENDS & 24" O.C. O O FROM ENDS 8 24" O.C. W R C N 1" 2" x 7" x 118" PLATE WITH (4) 914 �„ en (1) 12" DIA. x 2-1/2"THRU MI x 314" SMS EACH SIDE OF BEAM i" R ONTRACTOR TO VERIFY FASCIA IS BOLT WITH NYLOCK JAM NUT. •O U O 2" x 2" x 1/8" x 2" ANGLE WITH (a) MINIMUM OF 2" x 4". IF LESS, 2" X 4" THREADLOCKER MAY BE #14 x 314" SMS INTO BEAWPURLIN PT SUB FASCIA SHALL BE PLACED USED ON NUT IN LIEU OF 0 AND (a) [(2) IF 1X2 IS SCREWED TO w .+ — o BEHIND EXISTING AND LAG LAG NYLOCK JAM NUT. DO NOT UPRIGHT PER PLAN W a H BEAM USING SCREW BOSSES] #14 UPER GUTTER SCREWS SHALL BE LENGTHENED OVERTIGHTEN. X 3/4"SMS INTO 1X2 (OR GUTTER). TO FULLY PENETRATE SUB FASCIA. REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING, ADD 2" x UPRIGHT. SEE PLAN p b m BEAMIPURLIN 4" PT FASCIA WITH 112" DIA. LAG FOR SIZE WHEN BEAM IS LARGER THAN GUTTER, .062" BACKING PLATE BOLTS, EMBEDDING 1-1/2" INTO A o 2 118" x 1 1/8" x 0.062" (MIN.) ALUM ON INSIDE OF GUTTER TRUSS TAILS. PRE -DRILL WITH 318" RECEIVING CHANNEL W/ MIN. (2) #12 x DIABITTO PREVENT SPLITTING. TH 5 C 3/4" SMS SHIM AS NECESSARY IF OTHER �/1 ° THAN A PLUMB CUT FASCIA. ��11 a U z NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED W RH-1 BEAM/PURLIN TO GUTTER CONNECTION RC-1 UPRIGHT TO BEAM CONNECTION RC-2 UPRIGHT TO PURLIN CONNECTION = 3 SCALE: NTS 3 SCALE: NTS 3 SCALE: NTS d u o d co V d V cc d M C r � LL O �- U v U. Lm 71 R Gf O 2 >r L a aMa Q M O ^� v LL i 41 O IL SHEET Fice C OP), 3 MEMBER SIZE EDGE "C" zxa 1/z" 2X5 1" 2X6 - 2X10 1112° st Quarter of the ige 40lk b ght of Way for of Way for Upsal .f the Public €ost along the eginning; thence ;outh 89 43'OI?" .80 feef« thence ung. of the Northwest A, St LuCie I I'me of said of 195.28 feet; t tine of Hotchef line of hatcher 5'34' Wesf, a of land: A Quarter of the ge 40 East, St. Iht of stay for of Way for Upset the Public z-ast along the orth 01'05'00" W55`00 nest nce North 36.44 feet; leginning 54t, page .3i1.1 :ALE; 1 "=40 ' Atlantic Land Designs TE�i8�z�2 of the Treasure Coost. LB7468 i54 I£ Jensen Brach Blvd, Tense, Beach. Ft 5(957 RAft, SWVC MaUfng Address: P.O. Box 1421 Jensen E3each, FL 349% 1020-0380 ALD5543@gmaiLcom (772) 398-4-290 DATE: REVISIONS LAST F t ELD DATE. ABBREVIATIONS: , SET = SET 56/I14AIiKFRaty AR ITH YELLON CAR ED 'PS�t55543 FD a FOUND 5f8, IRON REBAR I1CHT OF WAY = VEASLRED Po PLATTED C - CALCULATED OH -OH -OH- - OVERHEAD VtRES X-X-X a CHAIHL INK Ef♦.CE �i}-= PLASTIC FE CE 0-0-43- _. (gip FENCE COktC.. = CONCRETE CONCRETE PAD Co,f = COVERED SURVEYORS NGTES: 1. UNLESS 0 SE NOITD Y PLATTED EASEy kIS ARE %a IfMck 2 ALL LOT 11SON5 SHO} f( ARE PERP�.AT UJ LER OIIIFR SISE SH* I Ii0 UNDERI;FtOL*0 OUTiES OIS WEX LVA10 u)((Lin OM$SE SHOft 4. THIS SITE LIES. *VT1914 FLOOD WRRA),la RATE VAP ZONE X Wpj 12111081% DATED. 2-19-211 X FL'OOO Z0 E W#( HEREON 15 Alf NOPRETATION BY THE SURWyM AhD IS, PROADDEE0D AS A 0OURIES1[. THE FLOOD ZdjE SOLD BE PERMED BY A DETERtiIRklat1 AGENCY.+ . E BEAMRW SHOM HEREON ARE BASED C4 TIE "MR LINE. OF MATCHER STREET AS BE149 (+IQ1TEr'WE ACCMD140 TO THE. PLAT DESCR18ED HERECk 7. RELD.E DEOTES PLWC URUTTES AND M*AAE EASEiiEk1T. U.E. DENOTES UTILITY EASEIt(EW. 8. THE ACCURACY Of TRLS SURVEY IS PREtIfW OII X EXPECTEp I15E DT THE SURVEX THE EXPECTED USE/PTAtPM OF THIS &MY- is MORTGAGE FIIIA CNG. ACCURACY=f FOOT Hi 7:5W FMT gqRR 8EnM 9 AMOS OR DELE.T1015 TO ROS SURM' i,1AP BY A40E 000 TFq !fE ZW ST1 WOR IS PROHIBITED *TROUT OnE4 C0401. , POW OF GEdW.- MrN. SETS CK REQ. FRONT SIDES CNR SIDES 0 of T B Q L.J t,LQ,A,FRY _<3 Lj M`/t=lr Ce r t i f i ed t D.. ann P. Colonna Farr*ayt Indepe>;dent. Wortgage Corporation First International. Ttfe, Inc, Fidelity National Rite Insurance; Company 1 heoebY a INY That the survey shoo hereart is true and correct sad; is based on actact measelerements taken Iry the Ifield.. This ¢usvey meets the t,1iahm Feehnical standards of Chopt.er 5J-f7 rr 'rorida admFrt.istrotlYe code. u,c,�y PSM- 5543 - aa++=rs«rMh"atK cn.a x James A. Ce=siro )r �+t.r-asfeFq.n.l�..c.a�. rG $TAict+r NOT VALIt? wmiouT ANAuflWt Mff?L�CTRONIC a Ftac i a e SIGNATURE ANDAUTHE&MCATED ELECTROghr-SeAL ! -a- Ljn - - - - I,- • .i 4 c `'s C® e 4'—. 1