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HomeMy WebLinkAboutPROPERTY IDENTIFICATIONMichelle Franklin, CFA -- Saint Lucie Propei Site Address: 3411 IRONWOOD AVE S ecf rown/Range: 25/36S/40E Map ID: 3425S Zoning: PUD Ownership Peter C Black 3411 Ironwood AVE Port St Lucie, FL 34952-3103 SCANNED BY St Lucie COUI Legal Description SAVANNA CLUB PLAT THREE BLK 40 LOT 3 (OR 3919-1847) Current Values Just/Market Value: $95,600 Assessed Value: $95,600 Exemptions: $0 Taxable Value: $95,600 Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel: Download PDF 12 1 unty Property Appraiser -- All rights reserved. Identification Parcel ID: 3425-703-0365-000-8 Account #: 129238 Use Type: 0200 Jurisdiction: Saint Lucie County Total Areas Finished/Under Air (SF): 1,566 Gross Area (SF): 2,415 Land Size (acres): 0.12 Land Size (SF): 5,380 This information is believed to be•correct at this time but it is subject to change and is not warranted. © Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. OF ROOF MAY `'A COLUMNS, PURLMS X"l-,! GIRTS: THIS SCREEN ROOM MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 7'-6", EXP. 'C', 150 MPH WIND SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA BUILDING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL. 2015 EDITION. TABLE 1 MAIN ROOF MEMBER SCHEDULE MEMBER MARK I MANF. I WEIGHT MATERIAT THICKNESS I LENGTH DESIGN BASIS # SKIN POLY I SKIN FT. FL. PROD. APPR. POLY ROOF PANEL # 1 PRP1 ELITE 2 ALUM 3" 0.024 1 11--0" FL7561-R4, DWG. OR = FL-1001, 8-12-17 POLY ROOF PANEL # 2 PRP2 ELITE 2 ALUM W 0.024 V-0" FL7561-R4, DWG. OR = FL-1001, 8-12-17 TABLE 2 MAIN MEMBER SCHEDULE MEMBER I MARK F SIZE I MATERIALI TYPE I THICKNESS ILENGTH DESIGN BASIS b x t ALLOY I I W I F I FT. COLUMN # 1 COLUMN # 2 COLUMN # 3 COLUMN # 4 COLUMN # 5 COLUMN # 6 COLUMN # 7 COLUMN # 8 GIRT # 1 CHAIR RAIL # 1 CHAIR RAIL # 2 CHAIR RAIL # 3 CARRIER BEAM # 1 CARRIER BEAM # 2 CARRIER BEAM # 3 EDGE BEAM # 1 EDGE BEAM # 2 KNEE BRACE # 1 C1 3x3-9 ALUM TUBE 0.090 0.090 7'-6" CALCULATION C2 3x3-9 ALUM TUBE 0.090 0.090 8'-0" CALCULATION C3 2x3 ALUM HOLLOW 0.050 0.050 7'-10" CALCULATION C4 2x3 ALUM HOLLOW 0.050 0.050 7-7.2" CALCULATION C5 2x3 ALUM HOLLOW 0.050 0.050 7'-8.8" CALCULATION C6 2x3 ALUM HOLLOW 0.050 0.050 7'-10.2" CALCULATION C7 2x3 ALUM HOLLOW 0.050 0.050 7'-6" CALCULATION C8 2x3 ALUM HOLLOW 0.050 0.050 8'-0" CALCULATION G1 2x3 ALUM HOLLOW 0.050 0.050 2'-8" CALCULATION CR1 2x2 ALUM HOLLOW 0.046 0.046 5'-9" CALCULATION CR2 2x2 ALUM HOLLOW 0.046 0.046 4'-10" CALCULATION CR3 2x2 ALUM HOLLOW 0.046 0.046 3'-4" CALCULATION CB1 2x3 ALUM HOLLOW 0.050 0.050 20'-0" CALCULATION CB2 2x3 ALUM HOLLOW 0.050 0.050 V-0" CALCULATION CB3 2x3 ALUM HOLLOW 0.050 0.050 3'-6" CALCULATION EB1 2x3 ALUM HOLLOW 0.050 0.050 10'-0" CALCULATION EB2 2x2 ALUM HOLLOW 0.046 0.046 4'-0" CALCULATION K131 2x3-7 ALUM HOLLOW 0.070 0.070 V-5" * CALCULATION NOTE: * C1 CAN USE A 2x3x0.090 IF DESIRED. NOTE: * AVERAGE ADDITIONAL SITE SPECIFIC INFORMATION THIS POLY ROOF FLORIDA ROOM AND POLY ROOF SCREEN ROOM IS LOCATED IN A RESIDENTIAL COMMUNITY NORTH OF SE WALTON ROAD AND EAST OF U.S. ROUTE 1 IN PORT ST. LUCIE. THE SCREEN ROOM HAS SOME OPEN AREAS AROUND IT. THE ENCLOSURE IS VERY CLOSE TO THE SAVANNAS PRESERVE STATE PARK. PER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE THIS ENCLOSURE SHALL CONSERVATIVELY BE CALLED AN EXPOSURE 'C'. ACCORDING TO THE COMPUTER PROGRAM "WINDSPEED BY LOCATION", A PRODUCT OF 'APPLIED TECHNOLOGY COUNCIL' THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK CATEGORY I ENCLOSURE IN THIS LOCATION IS DICTATED BY A WIND SPEED OF 149 MPH. HENCE, THE DESIGN PARAMETERS BEING USED HERE ARE 150 MPH WIND LOAD, EXPOSURE 'C', RISK CATEGORY 1. THE NEW POLY ROOF FLORIDA ROOM AND POLY ROOF SCREEN ROOM IS BEING INSTALLED BECAUSE THE EXISTING SCREEN ROOM WAS DAMAGED DURING A RECENT HURRICANE. THE FRONT IS 7'-6" HIGH AND THE BACK IS 8'-0" HIGH WITH A RUN OF 10.0 FEET GIVES A SLOPE OF ABOUT 0.50 INCHES PER FOOT. THE POLY ROOF FLORIDA ROOM AND POLY ROOF SCREEN ROOM IS BEING BUILT ON AN EXISTING NOMINAL 4" SLAB THAT IS IN GOOD CONDITION. THIS FOUNDATION IS ACCEPTABLE FOR THIS SCREEN ENCLOSURE. THE FLORIDA ROOM DESIGN DRAWING IS SHOWN ON SHEET 2. THE SCREEN ROOM DESIGN DRAWING IS SHOWN ON SHEET 3. THE POLY ROOF CONNECTION DRAWINGS ARE SHOWN ON SHEETS 4. ADDITIONAL CONNECTION DRAWINGS ARE SHOWN ON SHEETS 5 AND 6. THE HOST STRUCTURE IS A MODULAR HOME SO THE POLY ROOF FLORIDA ROOM AND THE POLY ROOF SCREEN ROOM WILL BE UPGRADED TO THE REQUIRED 4TH WALL CONSTRUCTION FOR COMPOSITE ROOFS. THEREFORE, THE COLUMNS, BRACING AND CONNECTIONS SHOWN ON SHEET 2 ARE THE SIMILAR IN THE BACK AS IN THE FRONT. THERE SHALL BE NO STRUCTURAL ATTACHMENT BETWEEN THE POLY ROOF SCREEN ROOM AND THE MOBILE HOME BUT IT IS ACCEPTABLE TO INSTALL FLASHING TO KEEP THE RAIN OUT. THE CARRIER BEAM TO COLUMN CONNECTION CAN BE MADE WITH CHANNELS AND THE REQUIRED NUMBER #14 SMS, AS SHOWN ON THE DRAWINGS. SPECIFICATIO AND DESIGf_w-PARAMETERS: THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. THE AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR THE TABLES ARE APPLIED. A DESIGN BASICS: THIS SCREEN ROOM IS A RISK CATEGORY I STRUCTURE. . HEIGHT T-6", EXP. 'C', 150 MPH B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND AREA LOCATION WIND SPEED PER FBC, FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2-1, ASCE 7-10. C DESIGN PRESSURE: FOR SOLID ROOF @ 30.96 PSF PER TABLE 2002.4. D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD. St E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC. F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE. B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR 300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS. ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY INSTALLATIONS UTILIZING THE SUBJECT METHODS. C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58% OPEN MINIMUM. OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES. E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER, RESPECTIVELY. G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT SCREENING OR KICKPLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER. H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER. I IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED. 3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS, COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS, ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE IN ACCORDANCE WITH THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4 WHERE APPLICABLE, THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH ANY DESIGN ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING". POLY ROOF ACRYLIC ROOM DWG. # RVC-2018-116, REV. 0 April 23, 2018 ANNED SHEET 1 OF 6 BY GENERIC DESIGN DATA 1 .,ie County HEIGHT 7'-6", EXP. 'C', 150 MPH R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: BLACK/SUSNJER RESIDENCE ADDRESS: 3411 IRONWOOD AVENUE CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED FOR SUFFICIENT HOLD DOWN THIS DRAWING IS ONLY ACCEPTABLE CAPABILITY TO MEET THE CODE REQUIREMENTS. ALSO, ALL TAPCONS, WEDGE ANCHORS (OR EQUAL) SHALL BE 24" O.C. FOR BUILDING PERMITS & ONLY WHEN IT (MIN.), BE 3" FROM THE EDGE OF THE SLAB AND HAVE A MINIMUM EMBEDMENT OF 2" INTO THE CONCRETE SURFACE. HAS THE. ENGINEER OF RECORD'S RAISED SEAL. COPIES ARE NOT DEEMED VALID. 6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST BE THE LISTED SPACING, +/- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C. 7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH. B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 24" ON CENTER WITH MINIMUM ENGAGEMENT OF 2". 8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE, D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF APPLICABLE. 9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS. 10 ALL NEW PERIMETER TOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, B ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE. 11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING. 12 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL, PLUMBING, ETC, SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT. THIS DOCUMENT IS THE PROPERTY OF R. A. DUNLEA, P.E. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF R. A. DUNLEA. R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(a)-centurVlink.net FLORIDA P.E. Lic. No. 42835 - SITE SPECIFIC DRAWING Y MOBILE HOME 8'-0" h e e•ec P 3'-0" E EXTERIOR DJ R S DOOR P C3 2x3.. fa 10'-0" EB1-> 3" - 2 LB. POLY ROOF 2x3—> 6'— iE PANEL w/ 0.024" SKIN (PRP) e e•e I7''6" I LEFT SIDE ELEVATION VIEW SCANNED BY St Lucie County Y MOBILE HOME ROOF OF FLORIDA ROOM 3" - 2 LB. POLY ROOF w/ 0.024" SKIN PRP1 12" OVERHANG IN 20'-0" PLAN VIEW I I I ' '3" 3,■ 2'-0" II 2'-8" II 3'_3' 2'-8■■ 3■_3' 2-8" 2'-0" FRONT ELEVATION VIEW .. MOBILE HOME I8'-0" I 3" 7 3'-0" 10'-0" 2'-8" 3" 14" 4'-2" 1'-10" 7'_6" RIGHT SIDE EL,E-[ATLON V-1.EW— (005 -11405 ST. LUCIE COUi'TT' Bi REVIFNVED FOR COS DATE 504119 PLANS AND PERMIT MUS BE KEPT ON JOB OR NO INSPECTION WLLBE MADE. THESE PLANS AND ALL PR6POSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ML"CA� s'GHEr,TS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD a f �.,.• ,l � •r� �� EN s "jF� — POLY ROOF ACRYLIC ROOM DWG. # RVC-2018-116, REV. 0 April 23, 2018 SHEET 2 OF 6 SITE DESIGN DRAWING HEIGHT 7'-6", EXP.'C', 150 MPH R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: BLACK/SUSNJER RESIDENCE ADDRESS: 3411 IRONWOOD AVENUE CITY/STATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(aD-centurvlink.net FLORIDA P.E. Lic. No. 42835 SITE SPECIFIC DRAWING 0 ti M cM i1) in T' XN XN e- XN r XN A A A A.. A A A A M N (� N M N (� N 0 N N N N N V N M M CD N N M � X N N U Y M f` U U c") U U V cX NY v v m W N U N v V V V V W V V V V 0 ti Z: 0 m o E0o0-JW o T Ix00m ILJOM —OQ z O O CV w 1 W--- -I co cn 0 M � 0 z O o Lu A 0 f- z 0 LL POLY ROOF ACRYLIC ROOM DWG. # RVC-2018-116, REV. 0 April 23, 2018 SHEET 3 OF 6 SITE DESIGN DRAWING HEIGHT 7'-6", EXP. 'C', 150 MPH R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: BLACK/SUSNJER RESIDENCE ADDRESS: 3411 IRONWOOD AVENUE CITY/STATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(cr�.centurvl lnk.net FLORIDA P.E. Lic. No. 42835 i `_ ECT p1U ..TO STRUCTURE. RETE , SEE GENERAL-P1Tc =10R IMiiAiiON ~r:4 - & ENDS'T0.2'- SOl)NO, - - BOLT,'@ 10'• Orr,. r7NS17kE FASCIA.y5'SfCULtELY FRSFENED YO . rct( iitir-rEti`v�(rni• x :FLAG t LN'. cE FC'Rai ERs ENRAkz'"-MR;.PENETRA'I-im- ccNCRETE PRE=DRILL,FLO(-T4AVOIDSPL-LM G ORE'+,aT MASONRY*I J °7R 'EMBED..` 1APCON @ 2- y... _ & 431 FROM . ENDS BAL @ i8'� MAX. O.C. ROOF , At ONNEitO� FRONT ELaIA ON - -_', Min -.s'_° Ex :- SEALED T3 WA„ L;W) �� 1 ELTTE SEC V -`^, ice: i%i�IC �EP-23 COLUMN 2' NOMINAL STRUCTURAL -`ELITE FACIA MrVIMUM EP-23 'NOTE: USE %'X1Yj' EMBED iT14x9V SMS @ T O.C. (8) PER 4' PANEL TOP T§/ TAPOONS, 2j4' 9L 4�' FROM ENOS, BOTTOM. ADO (2) SMS 2- & 4' FRQM EACH 14' MAX O.C. TO HOLL.Ow BLOCK ENCLOSURE END TOP & BQTTOM. HEAVY ADHESIVE CAULK TOP Fs BOTTOM CONTINUOUS 1TNCLOSURc TO II��TTCONCRETE DECK HIYl,f711R1I11L7 Vi.If1IL *SEE GENERAL NOTE #10 FOR LlMaATILMN2 COLUMN' PL:-R TAMr:S OR - [ILA ' x1',3 _%' ANG_E WITH (2) 3'4'zi3/, EMBED, SF61 Fi7. STTE SPECIFIC DRAwiNGS/ti AtCL1LATION5 B, 2` APART & 3' FRAM SLAB EDGE & (� • �14 SM5 TQ CQLUMN,'ft' FROM ANL3E EDGES; ' ONE EA(iS SIDE OF COIIIPdN I o .o a i ME-WIEn--tiA.IG CONCREIE SLAG & FOOTING. SEE SITE SPECIFIC DETALLDR ADDTLICIAL FORTING ENGFNEEPJMG SHEET :EA /E BEA'�i CC3NNEC1'ION @ WALL SEE GEf4ERAL NO � � �10 FOR ISMIT TIO POLY _ :: • —(USED-AS -REQURIED NI RDOF CONNECTING TO WALL) I/4 T1-M=LTTHROUGH \0 2"X3%$h' ANGLE TO ROOF, o ° 3"x3"6' ANGLE FASTENED TO INSIDE B. n BOTTGM OF CARRY BEAM W/ (Z)1/s. � '.-• :. ` ..- LI---� THRLfdOLTs SIDE, [5) �14 SMS BOTOM, ,ESFASTENED TO CBS WALL W/ (2) :�`SPECTJ3C EMBED -IAPCOINS OR TO WOOD (MIN;ZX, w...,i,Ta�.:., .,.... _iN-t�3y!-CITY BY OTHERS) WITH i t 2 S1afN i �� .097' L TOP C, YP au TOM) r SEETABLE_ES-OW %MEiVSIOfi.S ?ql.i fj bE�%GN TYP. _I I ty;S4P U0R:;,TG USE. r T=-PNA .SIC!Y =riIMC- vin-L I 2 X 3 E..6E4'[LPEL)--rip,"',72LaENS ONS BOX = • i rCPf�:i'rfCrSc A,S: �?t� is iEO ,.I BEAM �LNi'..Sii•� iFi1LI�NST.O3E - - fi is 4L�Jhii�UE4:':..: Fn I o 2 X VARIES 1 I LAP BEAR Yy'yga+7r. •-. SNAP cE=Ml TOP 5%Gc �.1 3 1 tu 2X 6 = 1w� +�= L1�� v: SriO4YFN:Ler .210' 0-22.I 2.0' ------- r 5 r 2:C1a .390 1.09 GULI.Wc ; ' 9 " (GET-) a ' ' as °" 0 OPTION I. USEW LAG BOLTS 1W I- MIN. WASHER OIAMETER,, 1' ?,9N. LONGER -I MAN PA19EL THICKNESS SPACED PER LAG SPACING TABU THIS LSET.AIL CPTIOLN 2: W TFIRIBOLTS TO- RDOF, 4" FROM ELNOS a iT O.C. TO z'a2' ANGLES (EFFHER SIDE IF REQUIRED BY BUILDING DEPT). si�y�° SMS a Tom.* TYP. TOP EOM ' W L = 'HALL LOAO - a CARRY BEN�1 PERTABLES OR I'COLURN S-CALED•SITE SPECIFICORAWINGQCkjaILATIONS BOTH OPTIONS: (2) %' THRUBOLTS, CARRY SEAM1 T 0 COLUMN NOTCHCOL.L.IMN IN CENTER TO FIT CARRY BF-M SNUG Bali OPTIONS: 3�~-.%s'A NGLE, (6) 114 SMS EA L c% cA SIDE OF COUMN PER TASL€S OR SEALED STi c SPECIFIC DRAVING/CALcUL A IONS ! AC _-PAGING TASLE laU 3 I PS 11° G,G .13' Q.C.. T 0 3 IRS '�.Ahi3I EL 1 Fp C 30 P� 3a O.G iG' O.C. j 2a C 130 C 30 �(� PER ANC j(,°� E 140 C 150 C PSr ' SECTION. AT SIDE -OF ROOF PANEL 54' LAGS, 4' FROM E 08 8 24 MAX. O.G, 1° MN 1 � ° f LONGER THAN PANEL THIC]GNEiS TO SECURE ROOF SMS l- TO NOpl-PRIMARY WALLS ONLY- CAULK ALL SCP_1W TYP. TOP & HEADS' BOT�N- s ESrE ROOF ° PANEL " " a a ° • ° 3rfc 2 X 2 BOX ENO CAP wN. OR �. VAL.AN� a o 2° z' e' ANGLE, (3) Yl4 'SZAS EA LEG, EA SIDE OF BEAM BEA •SPLICE .OVER COLUMN IbE Cl) W LAG 6OLT•IN& fSEE EACr1 CARRY 13EAM E66, t i-AP � (5) 41-4 SMS EA. 1' MIN LAPaGEP. TCiAIq^' L= TOE OF PLATE PANEL THICKNESS Mai F�9 i14 SVd5 0 ENGS & na 24"O.C. °�°,a, .a ' °� ° x Trap Iv ' 57OEOFCA:ar2i'Sc?rd i�--- SECTION AT BEARING COLUMN-, #12X/4" SMS Cal 16" TYP. TOP & BOTTOM 1 0 0 0 0 0 EPS POLY a 0 o a ROOF ' ELITE TYPE 'E' 0 0 GUTTER OPTIONAL 36/ 12 SLOPE ADAPTOR SHOWN USE Y4" LAG BOLTS W/ 1 MIN. WASHER DIAMETER, 1" MIN. LONGER CARRY BEAM PER TABLES Z THAN PANEL THICKNESS SPACED 1 -WHEN.FAS TfENAN_G EO : UUMiT? U,M-IfS€.TRUFAST-Hax (•Y° : 3/ ") AC a7 O.G. FOR UP- FOR-G0MP`0S1f"E-ROOFS: 10130-MPH-WNOSPL_D r Al0XrL - 1v6;m.s1w1 YPOSEJRE °D"; i'r O.G. FOFt 1-1/4-0 FEN DER ,VyAS'HERS ABOVE L1AP4;�L�tD UP i O _15Q MPH VOND SPEED PANEL T'rt1GlC1��SS s'j"] BTb.suRE'D' 1` ` @ ROOF BEARING ELL CAUUn ALL EXPOSED Si,1" N_0N­3-EkRING ELEMENT (SIDE' =HFADS:$:WASFIERS FOR PAN ROOFS: i (3IEACH #ax 11Lrt.LONG S_M P-ER-1T.P.4AEEL f13FxE" ' —i- - . RaOFPANEL o SCIPPORTFN BEAM ROOFPA9EL- TO' BEAM. I;ASTEN-ING"gf� AIL ,3x3 POST- > BUCKET THICKNESS . NOTE: THE TAPCONS CAN.BE REPLACED MUST BE 1/8 MIN WITH TWO (2) 1/2" WEDGE ANCHORS z� (REDCAP, HILTI, OR EQUAL) WITH 2-1/4" #14 SMS, s ' MINIMUM EMBEDDMENT. ALSO, IF BUCKET 3 SMS PER SIDE � � K I IS BEING ATTACHED TO WOOD USE THE 318" web �•��" ����,�z ; - 3" WOOD SCREWS; W/ 1-1/4" WASHERS, (6 TOTAL) TO SECURE THE BUCKETS. WEDGE ANCHOR 1 n MUST BE EQUAL OR HIGHER STRENGTH. CONCRETE TWO (2) a 3/8'-3- CONCRETE ---.-LDT38212-> MALPCONS 2-114" (OR EQUAL) I (MIN. EMB.=2-1/4") 2" Min. I_L 3" X 3" BUCKET CONNECTION N POLY ROOF ACRYLIC ROOM DWG. # RVC-2018-116, REV. 0 April 23, 2018 SHEET 4 OF 6 POLY ROOF CONNECTIONS HEIGHT 7'-6", EXP. 'C', 150 MPH R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: THIS "CIRCLED" CONNECTIONS ON THIS SHEET ARE BEING USED FOR THIS PROJECT. —1 ---2 3 -- 4 5 6 7 8 9 10 11 NOTE: DRAWINGS ARE NOT TO SCALE. R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(a)-centurVIInk.net FLORIDA P.E. Lic. No. 42835 ALTERNATE CONNECTION: (2) # 10 x 2" LONG S.M.S.•THRU SPLINES GROOVES _ .BOLTED CONNECTION - OPTION # I. _�_:::��E�_ I;�-�hl�lE�T[ON -OPTION # 2 !! EDGE BEAM-->� THE ROOF BEAM CAN BE CONNECTED_TO ��3'PF AL11.0 13E CONNECTED TO. I , THE COLUMN AS SHOWN BELOW WITH ' THE'COLUMAI AS SHOWN BELOW WITH SIXTEEN (16) #14 SMS PER CONNECTION. SIXTEEN (16) #14 SMS PER CONNECTION. r 114" SS NUTS BOLTS & WA E•RS FO(1R TOTAL 114" SS NUTS BOLTS & WASHERS tFOUR TOTAL) 1" x 2" OPEN BACK ' ATTACHED TO FRONT SIDE WALL HEADER j POST wl #10 x 2" LONG i ATTACHED TO 1" x 2" I I S.M.S. MAX. 6" FROM ; OPEN BACK wl MIN. 2- WIDE CARRIER BEAM 2" WIDE CARRIER BEAM j EACH END OF POST TWO (2) #10 S.M.S. - AND 241. O.C. + i I! I NOTE: THIS CONNECTION SIDE WALL GIRT ATTACHED IS ALSO GOOD FOR 1x3 + , TO 1" x 2" OPEN BACK w/ 3 x 3 POST 3 x 3 POST I OPEN BACK MEMBERS, i MIN. THREE (3) #10 x 1-1/2" pLAN V(EF l._ Ct�f2hlElR COLUMN '. PLAN VIEW - MiDOLE COLUt�iN 2x2H AND 2x3H MEMBERS. � � S.M.S. IN SCREW BOSSES -- ' SD:TEEN (16) #14 SMS, EIGHT (8) EACH SIDE SIXTEEN .(16) #14 SMS, EIGHT (8) EACH SIDE FRONT WALL GIRT-> . 2- WIDE CB OR EB - 2- WIDE CB OR EB as 1' x 2' OPEN BACK _ $ ATTACHED TO FRONT FRONT AND SIDE BOTTOM RAILS +� POST wl #10 x 2" LONG ATTACHED TO CONCRETE w/ 1'4" x 2-114" a S.M.S. MAX. 6" FROM ; CONCRETE / MASONRY ANCHORS @ 6" EACH END OF POST + FROM EACH POST AND 24" O.C. MAX. AND �¢ AND 24" O.C. + WALLS MIN 1" FROM EDGE OF CONCRETE. #14 SMS 3 x 3 POST -#14 SMS 3 x 3 POST S.IBEE —C.O1N-EIS COL-UIe1I TAPCON - K�,� ��:��-�'..x�.,._�..�'�,r� t. _ram.-xc.�:::�: CONCRETE EAH-\.I-.TA - The detail to the left shall be secured with two (2) 21J x 2" x 2" x 1/8" thick angle (Capri Clip) w/ two '(2) #14 SMS securing the angle to the upright and two (2) securing the angle to the i - -base plate. The base plate shall be secured to - the.slab. wj one -(1� -1/4" Tapcon, embedded.a- •'='-r- n. min, of 2' in the slab w/ 5/8�' min. washer •dia. `-= whupright. of the Tapcfln must be 6' — N IM <-- COLUMN PER TABLE 2 CHANNEL KNEE BRACE DETAIL TOTAL- FOUR 2x2x0.125, BACK END MITERED W/ 118" U-CLIP, 6 #12 SMS (6) #12 SMS INTO COLUMN / CARRY BEAM, (3) #12 12" SMS INTO EACH SIDE OF KNEE BRACE (TYP.) NOTE: KNEE BRACES (KB) SHALL BE 2x3XO.07 MEMBERS AND 1= _' SHALL BE 17" LONG AND EACH END SHALL BE CUT ON A 45 ANGLE. THIS WILL ALLOW FOR EACH END OF THE KNEE BRACE TO BE ABOUT 12" FROM THE BEAM - COLUMN INTERSECTION .,.-; ALONG THE ROOF BEAM AND THE COLUMNS. v I CHANNEL NOTE: THE KNEE BRACES (KB) WILL BE ATTACHED TO THE COLUMNS AND CARRIER BEAMS USING A 2" x 2" x 2.25" x 0.125" THICK CHANNEL AS SEEN ABOVE. THERE WILL BE SIX (6) #14 SMS SIX BETWEEN E HELUMN AND THE KN E BRACE AND THE CHSIX ANNEL, ELT, 3 ON EACH SIDE, EEN THE IER AT EACH. END OF THE AND THE KNEEL BRACE. A TOTAL OF TWENTY-FOUR (24) SCREWS FOR EACH KNEE BRACE. of POLY ROOF ACRYLIC ROOM DWG. # RVC-2018-116, REV. 0 April 23, 2018 SHEET 5 OF 6 SCREEN CONNECTIONS HEIGHT T-6", EXP. 'C', 150 MPH A QUALITY CONSTRUCTION, LLC 3531 S. 25TH STREET FORT PIERCE, FL 34981 OFFICE (772) 343-0805 FAX (772) 461-3038 LOCATION: NAME: BLACK/SUSNJER RESIDENCE ADDRESS: 3411 IRONWOOD AVENUE CITY/STATE: PORT ST. LUCIE,- FL 34952 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunleaCa�centurvlink.net FLORIDA P.E. Lic. No. 42835 6g"- �yT H OIL -V ��VN ° J ATE F : �4 ®�(r •..... �aQ — � JALTERNATE CONNECTION: (4 # 1 LONG S.M.S. THRU SPLINES GROOVES f EDGE BEAM-->� E , I. 1" x 2" OPEN BACK ATTACHED TO FRONT SIDE WALL HEADER POST w/ #10 x 2" LONG ; ATTACHED TO 1" x 2" S.M.S. MAX. 6" FROM OPEN BACK w/ MIN. EACH END OF POST TWO (2) #10 S.M.S. AND 24" O.C. i NOTE: THIS CONNECTION SIDE WALL GIRT ATTACHED IS ALSO GOOD FOR 1x3 , TO 1" x 2" OPEN BACK w/ OPEN BACK MEMBERS, MIN. THREE (3) #10 x 1-1/2" 2x2H AND 2x3H MEMBERS. ; ! i S.M.S. IN SCREW BOSSES FRONT WALL GIRT—> 1' x T OPEN BACK ATTACHED TO FRONT POST w/ #10 x 2" LONG S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. 4- #10 S.M.S.- FROM ~� INSIDE FACE OF. POST INTO SCREW SPLINES OF HOLLOW* GIRT (2(SCREWS MIN.) GIRT OR CHAIR RAIL I SELF MATING POST --A FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE w/ 1'4" x 2-1/4" CONCRETE / MASONRY ANCHORS @ 6" FROM EACH POST AND 24" O.C. MAX. AND WALLS MIN 1" FROM EDGE OF CONCRETE. TAPCON (OR =) ANGLE (CAPRI) 'CLIPS'MAY-W/ 4 #10 SMS MAT BE. USED FOR INTERNAL SCREW SYSTEM (1"x1"x2"x1116"THICK) i CONNECTION w/ CONCEALED FASTENERS I PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS i COLUMN / FOUNDATION FASTENER FOR 2x2 & 2x3 NOTE: LOAD CONDITIONS: CONNECTION UPLIFT_CAPACITY;=1,100#, SHEAR CAPACITY = 228#. 1) THIS DETAIL MAY NOT BE USED FOR COLUMNS LARGER THAN 2- X 3", 2), TWO (2) EACH X 3/8" DIA. BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH #14 SMS (2 THRU BOLTS REPLACE 6 SCREWS) 3) CONCRETE FASTENER SPECIFICATIONS: CONCRETE FASTENERS MUST HAVE A (MIN.) ULTIMATE ULTIMATE TENSION CAPACITY OF 2,560 # OR A, WORKING (MINIMUM) TENSION CAPACITY OF 640#, AND, A (MINIMUM) WORKING SHEAR CAPACITY OF 300A (DO NOT SUBSTITUTE:318" DIA..CONCRETE ANCHORS FOR LARGER SIZE ANCHORS.) COMPOSITE ROOF PANEL RISER PANELS FOUR (4) 1/4" x 4" LAG BOLTS w/ 1-1/4" BEAM OR HEADER— . — - - FENIIER WASHERS Capri clips may be used at top and bottom PER4'-0" PANEL ACROSS THE FRONT f COIUmnS In Oplace of internal screws. & ALONG THE SIDES -------------- - -- ----------------- T HEADER ATTACHED TO POSTI 2x2 OR 2x3 ANGLE CLIPS MAY 1 w/ THREE (3) #10 x 2" LONG HOLLOW BE SUBSTITUTED FOR j S.M.S. INTO SCREW BOSS INTERNAL SCREW SYSTEM ANCHOR 1" x 2" POST ATTACHED TO EXTRUSION TO BOTTOM W/ MIN THREE CONCRETE w/ 1/4" x (3) #10 x 2" LONG S.M.S. 3-1/4" CONCRETE INTO SCREW BOSS ANCHORS WITHIN 4" OF 4" MAX. 4" MAX. EACH SIDE OF EACH BACK POST AND 24" O.C. MAX. B _ � A130770MPRAI NOMINAL 4" SLAB, 3000 PSI CONC., 6 x 6 -10 x 10 W.W.M. OR FIBER MESH TYPICAL UPRIGHT DETAIL VAPOR BRIER UNDER CONARCRETE SLAB, IF NEEDED POLY ROOF ACRYLIC ROOM DWG. # RVC-2018-116, REV. 0 April 23, 2018 SHEET 6 OF 6 . STANDARD CONNECTIONS EXP. 'C', 150 MPH A QUALITY CONSTRUCTION, LLC 3531 S. 25TH STREET FORT PIERCE, FL 34981 OFFICE (772) 343-0805 FAX (772) 461-3038 LOCATION: NAME: BLACK/SUSNJER RESIDENCE ADDRESS: 3411 IRONWOOD AVENUE CITY/STATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE THIS "CIRCLED" CONNECTIONS ON THIS SHEET ARE BEING USED FOR THIS PROJECT. 1 2 3 4 DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(M-centurViink.net FLORIDA P.E. Lic. No. 42835 OT H ON ),®Q�o®.m • � i y y� NO 83 -�3• / • ATOR OF NAL