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HomeMy WebLinkAboutREVISIONCONTRACTOR: The Porch Facto.F=� ,LC. 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. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VU T =150 MPH, VASn =116 MPH 3. Exposure Category, Section 1609.4.3: B 4. Screen Enclosure Section 2002.4 Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge 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.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 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. 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. All Porch Factory Beam Sections are to be stitched with #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 Suncoast Aluminum Engineering, LLC. 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. Roof Type Roof Type: MANSARD WIND SPEED, -7 EXPOSURE HAVE BEEN DETER [ED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 10'-0" L THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TWAT MAY BE NECESSARY IN ORDER TO _= COMPLY WITH A" APPWCA44 099E91 CONCEALED FASTENERS OR ATTACHMENTS .ARE THE RESPONSISILff OF THE CONTP :GT!�;7 OF RECdRD 36'-11' ic�;Ot —CE77 ST. LL1C?E COLNTl' B DIVISION REVIEWED FOR CON L CE REVIEWED BY DATE .51z3 ! PLANS AND PERMIT T BE KEPT ON JOB OR NO INSPECTION WELL BE YA.DE. 4 �i--------------------------------------- o 1X2(TW)LO X r` n n m n la. n N C N IMa Mia Ma Ma rn(L N 2X2 2X2 >_2X2 2X2 2X2 0 iq 1X ) 6'-2' 6'-2' 6'-2' 6'-2' 6'=2' 3.75PFB 1, 10'-0' 1 SCANN5Ln) BY St Lucie County 4 Q -_ CO - CO t?- J o W Z CD Q — — o cn 0 p..�` 11" El ❑ C: 0 ui ui O n c W r Cep 3 yl"-j � a cc' LL LL O Z LIJ LL oc am �m LL W Z V, z pz z CaCa C Z Jw Q Z V z� Z W =� H� =LL 1- a fA W > O "L)It Q w LU W _j w N darn a Qv°u_ DRAWN BY TP DATE DRAWN 12/12/17 REVISION 01 /04/18 © 05/08/18 SHEET NO: A-1 ALUMINUM MEMBERS HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap. 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 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" 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" 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 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SMSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): TTW / BUILDEX OR EQUIVALENT PFB: PORCH FACTORY BEAM MEMBER SIZE EDGE "C" 2X4SMB Yz" 2X5SMB 1" 2X6 - 2X1 OSME 1 X" MEMBER SIZE EDGE "C" 3.75 PFB Yz" 5.75 PFB 6.75 PFB EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 1/2" SMS 1"x FASTEN TO EAVE RAIL W/ #lox 1 1/2" SMS 6" FROM UPRIGHT & 24" O.C. (1)1/2" DIA x 21/2" THRU BOLT W/ 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. BEAM NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE) 1 1„ MIN. 1 f UPRIGHT t i (SEE A-1 FOR SIZE) PATENT PENDING r UPRIGHT TO BEAM CONNECTION A_2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA - SIDE C 2111'MINCONC a 1 114' ANCHOF ,ANCHOR EMBEDMM9ENT Y' $ MIN a :<s SLAB / FOOTING SEE PLAN SIDE VIEW (1) 3/8" DIX CONCRETE SCREWANCHORS (2 1/4" CONC. EMBED) —1" x 2" O.B. BASE PLATE - TYP 5d MIN EDGE DISTANCE FROM EXTERIOR OF COLUMN TO a.' OUTSIDE EDGE OF SLAB (1)112" DIA THRU BOLTw/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT w/ THREADLOCKER MAY BE USED TIGHTEN TO CONTACT - DO NOT OVERTIGHTEN �• • 5' , < ,. 1" x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR (MIN.11/4"EMBED) SLAB / FOOTING 6" MAX EACH SIDE OF POST AND SEE PLAN n> °; :. 24" O.C. MAX FRONT VIEW B UPRIGHT TO CONCRETE DETAIL A_2 SCALE: NTS 2" x PURLINS ATTACHED TO BEAM w/MIN (4) #10 x 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER 3/16"5052-H32 NOTE: SEE CALL -OUT BELOW FOR # OF SCREWS. II SCREWS SHOWN FOR ILLUSTRATIVE I II PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. Q#14 SMS @ 1 1X' O.C. r(24 TOTAL) NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) REO'D - (1) EA SIDE OF BEAM - MAY BE 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 . 2 1/2" x 1/8" x (GIRT OR PURLIN WIDTH + 112" x BEAM DEPTH OR UPRIGHT DEPTH -112") ALUM BACKING PLATE 6063-T6 ALUMNINUM CHAIR RAIL � o o Q W -t H —_ Q — v % Nam• �� 0 N . 'C \ \ PRO dI(bI(IAL\SEAL #10 x 1 1/2" SMS INTO REW BOSSES FWLAMT c PURLIN OR GIRT TO BEAM OR POST DETAIL A_2 SCALE: NTS 2"x2" 1"x 2" x 0.044" OPEN BACK FASTEN TO EAVE RAIL W/ #10 x 1 1/2" SMS SPACED &' FROM UPRIGHT & @ 24" O.C. x PURLIN 2" x 2" x 118" x 3" LONG ALUM ANGLE EACH SIDE UP UPRIGHT W/ (2) #12 x 3/4" SMS INTO PURLIN (2) #12 x 3/4" SMS INTO 2" x 2" (2) #12 x 3/4" SMS INTO UPRIGHT (2) #12 x 3/4" SMS INTO 1" x 2" F SLOPED PURLIN CONNECTION DETAIL A_2 SCALE: NTS o El❑ CC LLI LLI 0 d d LL7 oC Ll N cc -1 O w Qm Im Wm LL ILLI —+ z Qw �vWi 0z Qz Z s= O= Lu I— I c LL Z .., U J J � H Q 0 Z @ L z m Q Vf— raim2iS A N 6 Q LU W LL T T In W Om Z Q n n 3 ^ Z (D cc o Z b5.:l N W Ndw_" s v N W In > LLJ OC p LLI O Q U OWU ow W -i LU N W -DQa Co O z lr: w- Qrn0_j QL co LL. LL DRAWN BY TP DATE DRAWN 12/12/17 REVISION A 5/09/18 n_ SHEET NO: A-2 WOOD: I #10 x 3" WOOD SCREWS, 6" FROM GIRT & @ 12" O.C. CONC: 1/4" DIA x 3" CONCRETE SCREW ANCHOR, 6" FROM GIRT & @ 24" O.C. (4) #10 x 1 1/2" INTO SCREW BOSS 2"x2"OR2"XWHOLLOW SECTION GIRT C'T1X2 TO HOST STRUCTURE DETAIL A-3 SCALE: NTS 6" WIDE x 0.125'T' BRACKET @ EACH BEAM ATTACHED TO FASCIA W/ 3/8" x W LAGS (3• PER BRACKET) AND (1) 3/8" x W LAG @ 24" O.C. AT GUTTER 1 " x 2" x 0.044" OPEN BACK W/ (2) #10 x 21/2"SMS THRU BEAM INTO SCREW BOSSES (1)#10x11/2"SMS6" FROM BEAM AND 24" O.C. MATING ELEMENT 1l8"x2"x2"x2"ALUM ANGLE W/ (4) #14 x 3/4" SMS EACH FLANGE EACH SIDE OF BEAM 21/8" x 1 1/8" x .062" (MIN.) ALUM RECEIVING CHANNEL W/ MIN. (2) #12 x 3/4" SMS NOTE: 1/8" S.S. CABLE 1/8"x6"x11/4"A36GALV. \ •••••••,' / /�/ (L (2)3/8"DIAx4"LAG SCREWS FOR SPANS GREATER THAN 30'-0" `��'` •,. STEEL CLIP W/ (2) 3/8" DIA. t/ x 2 3/4" EMBEDMENT (1) 3/8" DIA x 4" LAG CONCRETE SCREW ANCHOR ch Q -t 10. SCREW INTO EXISTING OVERHANG FRAMING Z • co DBL. COMPRESSION Z d O Z Q V — W SLEEVES Q _ •� 7 < n ` J ?ORFTERIL i •IO PR6gd 18 WAIL �EAL\\\ `SLAB / FOOTING SEE PLAN 1/8" S.S. CABLE CONTRACTOR TO VERIFY 1 1/4" x 5 5/8" x 1/8" 2" x 4" FASCIA - IF LESS ALUM FLAT BAR THAN 2" x 4" FASCIA, 2" x 4' �5" = 6063-T6 ALUMINUM •� SUB FASCIA SHALL BE a SUPER PLACED OVER, LENGTHEN 'm GUTTER LAG SCREWS TO FULLY PENETRATE SUB FASCIA • ° SLAB/FOOTE IF OTHER FASCIA, ADD 2" x MID DEPTH 4" PT FASCIA w/ 1/2" LAG m BOLTS -1 1/2" INTO TRUSS •, ' « TAILS -COUNTERSINK FLUSH. WHEN INSTALLING '4 1/2" LAG SCREWS, PRE -DRILL w/ 3/8" DRILL TO PREVENT SPLITTING. (1) 3/8" DIA. x 3" EMBED SLAB / FOOTING CONCRETE SCREW ANCHOR SEE PLAN G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL A_3 SCALE: NTS GUSSET PER E 1 1/2" x 5" x 1/8" 5052-H32 PLATE DETAIL #2 DETAIL #1 MATING CONTRACTOR TO INSTALL (2) #14 x 2" SMS THRU BRACE INTO BEAM THRU GUSSET PLATE #12 EA MEMBER INTRACTOR SHALL RUN "THRU BOLT TO ATTACH NYLON WASHER & AINLESS STEEL NUT H-3 ROOF BRACING CONNECTION DETAIL. A_3 SCALE:'NTS H'1 CABLE CONNECTIONS AT FOUNDATION A_'3 SCALE: NTS (9) #1 1/8" PLATE ON 6063 T6 EYE BOLT FOR CABL PERIMETE H-2 CABLE CONNECTION AT CORNER A-3 SCALE: NTS Q ❑ ❑ ui Ld 0 a C W rr- o ILLZ W I= Q m W m 6N C• f i LJJ z p z W W �z Qz Z == O:3 W I- �_ OC LL G Z ..� V J w J Vr � po .y A Z a In .--8 Q LU cP cP In m cc O Z rn W.N-!a VQNN U :3 Z C7'"3^= g c In W M chi � s W 0 WO Q U W b;; of W_jW00 N � �a(Lrn O zw Qo)0-1 a M v. LL IL TP DATE DRAWN 12/12/17 REVISION SHEET NO: A-3 PROPERTY ADDRESS: 490 PALMETTO DRIVE .. FORT PIERCE, FL 34982 3 RCEL I,D. NUMBER, 1 -4 LEGAL DESCRI Tp ION:_ LOTS.38;39,40, BLOCK a, PLAT BOOK 10, PAGE 58, INDIAN RIVER ESTATES UNIT FIVE, AS RECORDED IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA FLOOD ZONE: X120285.0189-F DATED 8/19/1991 BASE FLOOD ELEVATION: N/A ' CERTIFIED TO: FRANK & PATRICIA SANGUEDOLCE GRUOP ONE MORTGAGE, INC. ST. LUCIE TITLE SERVICES, INC. COMMONWEALTH LAND TITLE INSURANCE COMPANY LO 1 in IR ¢• 3 "th 300.00' = :(I g N90°OD'00E ; .` 0.41 ' 0 lf• •�'h •:L'�.� L7 Q 100.74' p 1, t-{adti Los, 12.00, 004 •' n a: s,- i • f Y 10 1 iir. Y s. aT:,. i2: m� 12.10' ORiDRNL ii •'r '�} O '' ".. W 53.95' 100.05' u Tj O W Qo 0 10.10' z 9.73' ry Ln in LA 1 nW V 300.00' SO S9000000 Py f\ 0 F •l., �., O i GENERAL NOTES: 1) THE LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT OR HIS/HER AGENTS. 2) NO CURRENT ABSTACT` OF TITE OIL THERE MAY BE RECORDED OR UUNNRECORDE DEEDS,4EASEMENTS EHAS BEENASEMENTS, OTHERISEDOINSTRUMENTS THAT COULD THETHIS SURVEYORCONCERNIAFFECT THE BOUNDARIES AND/ OR USEDS OF THIS PROPERTY. 3) TYPE OF SURVEY: BOUNDARY 4) STATED LEGAL PURPOSE OF SURVEY HEREON: PURCHASE AND/Oft MORTGAGE. 5) ALL MEASUREMENTS HEREON ARE BASED ON U.S. STANDARD DECIMAL:FEET 6) THIS SURVEY IS NOT INTENDED TO DETERMINE NOR REFLECT OWNERSHIP. 7) THIS SURVEY EXCEEDS THE CURRENT FLORIDA MINIMUM TECHNICAL ACCURACY STANDARDS FOR THE PUPOSE FOR WHICH IT IS INTENDED B) THIS SURVEY IS NOT INTENDED TO LOCATE ANY SUB -SURFACE IMPROVEMENTS, UNDERGROUND FOUNDATIONS NOR SUB -SURFACE ENCROACHMENTS. ASSUMED AS BEING N00°00'00"E AND 9) BEARINGS ARE BASED UPON THE WEST R/W LINE OF PALMETTO DRIVE ASSLABELED '(BB) LO) TMiS SURVEY IS NOT INSURED FOR MULTIPLE USES. IT IS CERTIFIED AND INTENDED FOR THE SINGULAR USES) AND/OR PURPOSE(S)•USTED IN ITEM.04 ABOVE BY THOSE CERTIFIERS LISTED HEREON. 11) DENUZZIO HOPKINS &ASSOCIATES RESERVES THE RIGHT TO USEANY AND ALL IN FORMATION OBTAINED IN THE COURSE OF THIS SURVEY (INCLUDING SKETCH) FOR ANY OTHER PUPOSES- THE ORIGINAL SKETCH ELECTRONIC OR OTHERWISE, REMAINS THE PROPERTY OF THIS FIRM. 12) IT IS THE INTENT OF DENUZZIO HOPKINS & ASSOCIATES TO COPYRIGHT THIS SKETCH. NO PART OF THIS SKETCH MAYBE REPRODUCED VIA MAY MEDIUM WITHOUT THE EXPRESS WRITTEN CONSENT OF DENUZZIO HOPKINS & ASSOCIATES. 13) ADDITIONS OR DELETIONS TO THIS SURVEY MAP WITHOUT THE PERMISSION OF DENUZZIO HOPKINS & ASSOCIATES AND THE SIGNING:SURVEYOR IS PROHIBITTED BY LAW. 14) THIS DRAWING IS NOT -VALID UNLESS BEARING AN ORIGINAL SIGNATURE AND RAISED LAND SURVEYOR'S SEAL 1S1 ELEVATIONS HEREON ARE BASED ON; NGVO 1920 DAIVK It" It WAL - : 30B# 07-0117-0 Denuzzio Hopkins & Associates /df N= KNOW AS M ''A" a SCMM 0 ea - w:a+o SaTNWTAL P f� . oOItlNOATfD NcrAt. H'L N N A1� OOf ' 0 �QY'1mm - tni ft nmam DOOf - �pN PUT ^� svl SAT - 3R- stT f NtON NOO r c�r u p+a A� 4 - oDrrCe t +� DRAWN BY: s DATE OF SURVEY: 10-ZZ-07 En-91neers Surveyors 'a an Qmo- C011m= O® otsaePna 'PLU°°� ■ Bumf: TAW PON:f ar fiMA71NlL fW - fDC MUi FONT mfraP+o amx T00.1� WK _ 2 �+ Project , Man .a g e m e n t • rRau p[ . �RANAa ra�o+Exr o • RMTAW 'p - CM Of PAVOf61T - P Moc Pm Of NRDtS[L" Tm - PaWf ? J aw" u: i VMnY USIRW up - vam ME Lm - Uum Pt" lz I 2 %! O :US rH " M HYDRANT ; - MW OF COMM C "T 9M . Th= KM • VALVL I DAVID T. FLAHERTY P.S.M. DATE 101 NorthHwy 1 (771) 461.6371 fv -ratio "►iPE pRO - PONT W, outts ra VA= fm - FO:No oft Rm PT - POW d T cT suite 122 Fax 461-6508 Tlo - Pawo e : °Ai:nrr� Pu- P:1Nl1C unura Ago +a oHAi:Aae am+ort FLORIDA REG. NO, LS 6364 FORTHE'FIRM Fort Pierce,, Florida 34950 (772)