The URL can be used to link to this page

Home My WebLink AboutSPECIFICATIONSZ'A,SL�-OF --- S, -COLUMNS, PURLI AND ROOF�',�rAlVI GIRTS: - � - - - - SPECIFICATION NOTES AND DESIGN PARS_- 'AETERS: THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 9'-0", 155 MPH, EXP. 'D' WIND SPEED. THE ITEMS BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA gQ71LDING-GODS (FBC),-CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION of FLORIDA (AAF) "GUIDELINES TO ALUMINUM COWSTRUCTIONIN-HIGH-WIND AREAS''-'.- STRUCTURAL VALUES FOR EXTRUDED ALLOY_6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL. 2015 EDITION. 1 MAIN MEMBER SCHEDULE SIZE MATERIAL TYPE THICKNESS LENGTH DESIGN BASIS FBLE ;MARK � _ - - = Ei-OY= _-_ = 1lIC— F FT. CN # 1 CMN # 2 COLUMN # 3 CHAIR RAIL # 1 CHAIR RAIL # 2 CHAIR RAIL # 3 CHAIR RAIL # 4 C1 2x5 ALUM SMB 0.050 0.116 9'-0"— -CALCULATIO C2 2x4H ALUM HOLLOW 0.050 0.050 T-0" CALCULATION C3 2x6 ALUM SMB 0.050 0.120 9'-0" CALCULATION CR1 2x2 ALUM HOLLOW 0.046 0.046 4'-l" CALCULATION CR2 2x2 ALUM HOLLOW 0.046 0.046 V-10" CALCULATION CR3 2x2 ALUM HOLLOW 0.046 0.046 4'-4" CALCULATION CR4 2x2 ALUM HOLLOW 1 0.046 0.046 3'-10" CALCULATION NOTE: * 2x2P IS A 2x2XO.O46 OB WITH A 1x2 ATTACHED. _ADDITIONAL SITE SPECIFIC INFORMATION THIS OCEAN FRONT PORCH SCREEN ENCLOSURE IS LOCATED IN A SAND DOLLAR SHORES CONDOMINIUM COMMUNITY NORTH OF HUTCHINSON ISLAND SOUTH AND SOUTH OF ST. LUCIE NUCLEAR POWER PLANT ON ROUTE A1A IN ST. LUCIE. THE ENCLOSURE IS COMPLETELY OPEN TO THE WINDS OF THE ATLANTIC OCEAN. UNDER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE THIS ENCLOSURE IS AN EXPOSURE 'D'. 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 155 MPH WIND LOAD, EXPOSURE 'D', RISK CATEGORY I. THE PORCH SCREEN ENCLOSURE HAS A LENTIL HEIGHT OF 9%0". THE PORCH IS BEING SCREENED. THE PORCH HAS BEEN ERECTED ON A EXISTING NOMINAL 4" SLAB THAT IS IN GOOD CONDITION. THIS EXISTING SLAB IS AN ACCEPTABLE FOUNDATION FOR THIS SCREEN PORCH ENCLOSURE. THE DESIGN DRAWING IS SHOWN ON SHEET 2. THE CONNECTION DRAWINGS ON SHOWN ON SHEET 3. SEE ADDITIONAL CONNECTION DRAWINGS BELOW AND ON SHEET 2. FOR 2" x 4" & 2" x 5" COLUMNS COLUMN SIZED PER TABLE 1 2" x 2" x 1/8" ANGLE EACH SIDEI SCREEN 2" x 2" x 1/8" ANGLE EACH SIDE 13#14SMSEACH.SIDE(I"O.C.Mi SIX (6) #14 SMS (TYP.) 1/4" DIA. CONCRETE ANCHOR w/ 2" EMBEDMENT MIN. TYP. ANCHOR EDGE DISTANCE = 3" ANCHOR SPACING = 2" FOR 2x4 POSTS, 3" FOR 2x5 POSTS. L21MIN. 1" x 2" O.B. BASE PI NOTE: DO NOT SUBSTITUTE LARGER DIAMETER CONCRETE ANCHORS 2" (MIN.) (2" x 4" COLUMN SHOWN) COLUMN / FOUNDATION FASTENER FOR 2x4 & 2x5 LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 1,688#, SHEAR CAPACITY = 1,180. NOTE: 1) THIS DETAIL IS FOR 2x4 AND 2x5 COLUMNS/POSTS ONLY, 2) CONCRETE FASTENERS MUST HAVE AN ULTIMATE PULL-OUT CAPACITY OF 21110 # OR A WORKING PULL-OUT CAPACITY OF 528#, 3) TWO (2) EACH 2-1/4' x 3/8" DIA. BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH #14 SMS (2 THRU BOLTS REPLACE 6 SCREWS). 1 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 TABLE2002A 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 ENCLOSURE IS A RISK CATEGORY 1 STRUCTURE. HEIGHT 9'-0", 155 MPH, EXP. 'D' 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 18114 SCREEN, WALLS: WW PRESSURE @ 27.28 PSF, LW PRESSURE @ 19.36 PSF, ROOF @ 7.92 PSF. D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD. E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC. Tj4ESE PLP =-i�-=COWINUOU'S-LOAD PATk"S1-VID.EDWITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.ARF SUBS( MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD):( BE A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE. COMPLY 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 20 X 20. 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. � ��pp �(�ryry�� E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. S:1✓JAU�INI+�L.1) F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER, RESPECTIVELY. BY G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORTgT&jsj, SCREENING OR KICKPLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER. co 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. ST. LUCIE 4 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". 5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED FOR SUFFICIENT HOLD MW OR CAPABILITY TO MEET THE CODE REQUIREMENTS. ALSO, ALL TAPCONS, WEDGE ANCHORS (OR EQUAL) SHALL BE 24" O.C. (MIN.), BE 3" FROM THE EDGE OF THE SLAB AND HAVE A MINIMUM EMBEDMENT OF 2" INTO THE CONCRETE SURFACE. 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, +1- 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 IF DESIRED, THE 318- BOLT SHOWN IN THE WIND BRACING CONNECTION (SHEET 3, #2), THAT SECURES THE 2x2x0.090 MEMBER TO THE U-BRACKET AND THE U-BRACKET TO THE ROOF BEAPJI CAN BE REPLACED WITH FOUR (4) #14 SMS. THE #4 SMS MUST BE 1/2" FROM THE END OF THE U-BRACKET AND AT LEAST 3/4" APART (STAGGERED) FROM EACH OTHER. NOTE: L-BRACKET, 2x3x0.125 OR STRONGER, CAN BE SUBSTITUTED FOR THE U-BRACKET. WHEN USING L-BRACKETS, SIX (6) #14 SMS MUST BE USED, THREE (3) INTO THE ROOF BEAM AND THREE (3) INTO THE WIND BRACE MEMBER. 8 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". THIS INCLUDES ALL FASTENERS ON WALLS, FLOORS AND CEILINGS.. 9 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. CONCEALED FASTENERS OR ATfA( 10 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: ARE THE RESPONSIBILITY OF A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, CONTRACTOR OR RECORI B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5.REBAR FOR LARGER FOOTERS. 11 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLO� DITI COPY A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, B ALL REQUIREMENTS OF ITEMS 9 AND 10 ABOVE. DWG. # JRL-2018-008, REV. 0 August 6, 2018 - SHEET 1 OF 3 GENERIC '." JENSEN BEACH, FL 34957 OFFICE (772) 529-2674 FAX (772) 398-2997 NAME: WHEELER RESIDENCE ADDRESS: 7400 S. OCEAN DRIVE CITY/STATE: JENSEN BEACH FL 34957 COUNTY: ST. LUCIE rfi-=(oco ^02-*5 OUNTY BUILDING D ION yL CO IPLIANC 3Y PERMIT MUST BE K f ON JOB INSPECTION(S) V&L BE MADE THIS DRAWING IS ONLY ACCEPTABLE FOR BUILDING PERMITS & ONLY WHEN IT HAS THE ENGINEER OF RECORD'S RAISED 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 (352) 750-6207, (772) 285-6444 bobdunlea(abcenturvlink.net FLORIDA LIC. NO.42835 &A OTH®y oo� �O o STATE •••••• 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. EDGE 1" x 2" 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. I NOTE: THIS CONNECTION IS ALSO GOOD FOR 1x3 OPEN BACK MEMBERS, - i 2x2H AND 2x3H MEMBERS. 1 ; FRONT WALL GIRT—> ' 1' x 2' 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. ALTERNATE CONNECTION: (2) # 10 x 2" LONG S.M.S. •THRU SPLINES GROOVES - --------------- Capri cli s m Ind SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN BACK w/ MIN. TWO (2) #10 S.M.S. SIDE WALL GIRT ATTACHED TO 1" x 2" OPEN BACK w/ MIN. THREE (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE w/ 1'4" x 2-114" CONCRETE / MASONRY ANCHORS @ 6" ' FROM EACH POST AND 24" O.C. MAX. AND WALLS MINI" FROM EDGE OF CONCRETE. TAPCON (OR =) p ay a use at top and bottom of columns in place of internal screws. RISER PANELS FOUR (4)1/4-x4" ------------------------------ LAG BOLTS w/ 1-1/4" fE-N1)ERWHASHE-RS _ _ BEAM OR HEADER PER 4'-0" PANEL ACROSS THE FRONT & ALONG THE SIDES v-------------- �------------------- HEADER ATTACHED TO POSTI 2x2 OR 2x3 ANGLE CLIPS MAY w/ THREE (3) #10 x 2" LONG HOLLOW BE SUBSTITUTED FOR S.M.S. INTO SCREW BOSS INTERNAL SCREW SYSTEM ANCHOR 1" x 2" EXTRUSION TO CONCRETE w/ 1/4" x 3-1/4" CONCRETE ANCHORS WITHIN 4" OF EACH SIDE OF EACH POST AND 24" O:C. MAX. NOMINAL 4" SLAB, 3000 PSI CONC., 6 x 6 -10 x 10 W.W.M. OR FIBER MESH CONCRETE DECK A INIC 0 R I1\1 G D E TA I I - The detail to the left shall be secured with two 1" x 1" x 2" long x 1/16" thick angle (Capri Clip) w/ four (4) #12 SIVIS securing the angle to the upright and two (2) securing the angle to the base plate. - The base plate shall be secured to the slab w/ one • ti - .(1) 1/4" Tapcon, .embedded a min. of 2" in the slab w/ 5/8" min. washer dia. Tapcon must be upright. (OPTIONAL) = �-�:within 6 of the _ POST ATTACHED TO BOTTOM W/ MIN THREE (3) 410 x 2" LONG S.M.S. INTO SCREW BOSS 4" MAX. TYPICAL UPRIGHT DETAIL 4- ##10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (2" SCREWS MIN.) GIRT OR CHAIR RAIL SELF MATING POST 1" x 2" OPEN BACK BOTTOM RAIL VAPOR BARRIER UNDER CONCRETE SLAB, IF NEEDED ANGLE (CAPRI) CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEM V,/ CONNECTION w/ CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS _ EEN ENCLOSURE DWG. # JRL-2018-008, REV: 0 August 6, 2018 SHEET 3 OF 3 STANDARD CONNECTIONS HEIGHT 9%0". 155 MPH. EXP. 'D' 1304 NE 24 ST. JENSEN BEACH, FL 34957 OFFICE (772) 529-2674 FAX (772) 398-2997 NAME: WHEELER RESIDENCE ADDRESS: 7400 S. OCEAN DRIVE CITY/STATE: JENSEN BEACH, FL 34957 COUNTY: ST. LUCIE THE "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 (352) 750-6207, (772) 285-6444 bobdunlea(u)-centurvlink.net FLORIDA LIC. NO.42835 o" � NT H OIy 1 : P _.. v Y V - IN 0 y O :• S ATE F Act- ; % OR10;:•'O��o ••..•• ooN4,19S/ONAL E�; `•'• TABLE OF ROOF BEAM,q�H-'OLUMNS, PURLINS ANU - 21RTS: I till 10LImr-r1V CIYVL.V.7lJ1'CC MCC 10 1 rIC rLVKIUH DUMUIMO <,UUC rVM H rICIVII 1 .7 -V , 7.7.7 IY.1-17 -, CAI-. U WIND SPEED. THE ITEMS- ELOW ARE-BASED-ON-SIMULFANE6l+S-LOADING-AS-DEFINED_IN THE_ELORIDA_ 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 1 GULUMN 9 1 COtUMN4:2 - COLUMN # 3 COLUMN # 4 CHAIR RAIL # 1 CHAIR RAIL # 2 CHAIR RAIL # 3 CHAIR RAIL # 4 CHAIR RAIL # 5 Cl 2x5 ALUM I SMB 0.050 0.116 1 9'-U" CALCULATION - - --2x4H-_ —ALUM— -Lumv 0.050 _ 0.050 0.050 - 9'-0" —9'=0"— CALCULATION C3 2x3 ALUM HOLLOW 0.050 -CAL-CULAT(-ON CALCULATION C4 2x6 ALUM SMB 0.050 0.120 9'-0" CR1 2x2 ALUM HOLLOW 0.046 0.046 4'-10" CALCULATION CR2 2x2 ALUM HOLLOW 0.046 0.046 2'-10" CALCULATION CR3 2x2 ALUM HOLLOW 0.046 0.046 5'-4" CALCULATION CR4 2x2 ALUM HOLLOW 0.046 0.046 V-10" CALCULATION CR5 2x2 ALUM I HOLLOW 1 0.046 1 0.046 1 V-10" I CALCULATION ADDITIONAL SITE SPECIFIC INFORMATION THIS OCEAN FRONT PORCH SCREEN ENCLOSURE IS LOCATED IN A SAND DOLLAR SHORES CONDOMINIUM COMMUNITY NORTH OF HUTCHINSON ISLAND SOUTH AND SOUTH OF ST. LUCIE NUCLEAR POWER PLANT ON ROUTE A1A IN ST. LUCIE. THE ENCLOSURE IS COMPLETELY OPEN TO THE WINDS OF THE ATLANTIC OCEAN. UNDER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE THIS ENCLOSURE IS AN EXPOSURE'D'. 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 155 MPH WIND LOAD, EXPOSURE 'D', RISK CATEGORY 1. THE PORCH SCREEN ENCLOSURE HAS A LENTIL HEIGHT OF 9'-0". THE PORCH IS BEING SCREENED. THE PORCH HAS BEEN ERECTED ON A EXISTING NOMINAL 4" SLAB THAT IS IN GOOD CONDITION. THIS EXISTING SLAB IS AN ACCEPTABLE FOUNDATION FOR THIS SCREEN PORCH ENCLOSURE. THE DESIGN DRAWING IS SHOWN ON SHEET 2. THE CONNECTION DRAWINGS ON SHOWN ON SHEET 3. SEE ADDITIONAL CONNECTION DRAWINGS BELOW AND ON SHEET 2. FOR 2" x 4" & 2" x 5" COLUMNS SCREEN COLUMN SIZED PER TABLE 1 2" x 2;;—x 1/8" ANGLE EACH SIDE w/ 2" x 2" x 1/8" ANGLE EACH SIDEJ 3 #14. SMS EACH: SIDE '1" O.C. MIN. . . SIX (6) #14 SMS (TYP.) ANCHOR EDGE DISTANCE = 3" 1/4" DIA. CONCRETE ANCHOR w/ ® ® ANCHOR SPACING = 2" FOR 2x4 2" EMBEDMENT MIN. P. POSTS, 3" FOR 2x5 POSTS. NOTE: DO NOT SUBSTITUTE LARGER � DIAMETER CONCRETE ANCHORS 1" x 2" O.B. BASE PLATE 2" (MIN.) AND IED BY FIELD INSPECTOF :NECESSARY IN ORD R' .Yid,1RE COLUMN / FOUNDATION FASTENER FOR 2x4 & 2x5 LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 1,688#, SHEAR CAPACITY = 1,184#. jLx3/8"'DIA- 1) THIS DETAIL IS FOR 2x4 AND 2x5 COLUMNS/POSTS ONLY, 2) CONCRETE FASTENERS MUST HAVE AN TE PULL-OUT CAPACITY OF 2,110 # OR A WORKING PULL-OUT CAPACITY OF 528#, 3)TdVO(2) EACH 2-114, BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH #14 SMS (2 THRU BOLTS REPLACE 6 SCREWS). SPECIFICATION NOTES AND DESIG."PARAMETERS: 1 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 M-"GUIDELINES-TO ALUMINUM-GONSTRUGTION-IN-HIGH WIND AREAS" FOR THE TABLES ARE APPLIEDA�`� A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY 1 STRUCTURE. HEIGHT 9%0", 155 MPH, EXP. 'D'� 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. SCE uo C DESIGN PRESSURE FOR 18/14 SCREEN, -WALLS: WW-PRESSURE-@ 27.28-PSF,-LW_P-RESSURE_@ 19.36 PSF, ROOF @ 7.92 PSF. D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD. 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. 11 OF A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR-IV60fi1T6 ALLOY#6(Y63T6=1S-NOT`ACCE-P-TABL-E. -- -- - 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 20 X 20. 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. t. 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 r FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 1 4 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". 5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED FOR SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE CODE REQUIREMENTS. ALSO, ALL TAPCONS, WEDGE ANCHORS (OR EQUAL) SHALL BE 24" O.C. (MIN.), BE 3" FROM THE,tEDGE OF THE SLAB AND HAVE A MINIMUM EMBEDMENT OF 2" INTO THE CONCRETE SURFACE. 6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN ANY TWO BEAMS-MUST�BETHE LISTED SPACING, -b 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 IF DESIRED, THE 318" BOLT SHOWN IN THE WIND BRACING CONNECTION (SHEET 3, #2), THAT SECURES THE 2x2x0.090 MEMBER TO THE U-BRACKET AND THE U-BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR (4) #14 SMS. THE #4 SMS MUST BE 1/2" FROM THE END OF THE U-BRACKET AND AT LEAST 3/4" APART (STAGGERED) FROM EACH OTHER. NOTE: L-BRACKET, 2x3x0.125 OR STRONGER, CAN BE SUBSTITUTED FOR THE U-BRACKET. WHEN USING L-BRACKETS, SIX (6) #14 SMS MUST BE USED, THREE (3) INTO THE ROOF BEAM AND THREE (3) INTO THE WIND BRACE MEMBER. C8 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". THIS INCLUDES ALL FASTENERS ON WALLS, FLOORS AND CEILINGS.. 9 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, Q, C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE,�1 SOS D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMFsf.�NT.I� COUNTY BUIL6ING C 10 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMU EVIEl1WED FOR COMPLIANCE EVIE D Y �! 1J A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIRE EN , B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LAR �T PLANS AND PE MIT MUST BE 11 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITI51)1lg OR NO INSPECTIONS) A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, B ALL REQUIREMENTS OF ITEMS 9 AND 10 ABOVE. 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. DWG. # JRL-2018-008, REV. 1 August 16, 2018 SHEET 1 OF 3 "JWGENERIC DESIGN DATA HEIGHT 9'-0'. 155 MPH, EXP. 'D' JRL ALUMINUM SERVICES, INC. 1304 NE 24 ST. JENSEN--BEACH,E) -34957 OFFICE (772) 529-2674 FAX (772) 398-2997 NAME: WHEELER RESIDENCE ADDRESS: 7400 S. OCEAN DRIVE CITY/STATE: JENSEN BEACH FL 34957 COUNTY: ST. LUCIE THIS REVISION CHANGES SOME OF THE DIMENSIONS OF THE PORCH WALLS. ONLY SHHEETS 1 & 2 ARE AFFECTED BY THIS REVISION. ALL SHEETS ARE / INCLUDED. r 1�1 THIS DRAWING IS ONLY ACCEPTABLE FOR BUILDING PERMITS & ONLY WHEN IT HAS THE ENGINEER OF RECORD'S RAISED SEAL. COPIES ARE NOT DEEMED VALID. 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 (352) 750-6207, (772) 285-6444 bobdunlea(d)centurvlink.net FLORIDA LIC. NO.42835 i A _T�pp119!l61a>. >"N)l BE&EM. �S2TIE CIS If E�te°R -ATE SPECIFIC DRAWING SCREEN ENCLOSURE W DWG. # JRL-2018-008, REV. 1 - — - - -- - — - -- -Z - - - - - - —August 16,2018--- - O - - - - - — - - - — - rLh ` vy ` Q SHEET 2 OF 3 N� W — — — SITE - - 'Y J HEIGHT 9'-0", 155 MPH, EXP. 'D' 0 y M �i` v� _ a JRL ALUMINUM SERVICES, INC. x O co w O V JENSEN BEACH, FL 34957 U y OFFICE (772) 529-2674 FAX (772) 398-2997 x0�mw U_ O O w x V O c� z F- U) x w m 00 nN nN X Nn X X r N N a— N r- X N Ea ph 14 U w� V It �N V �N V UN UN C)N v v v v v v C) Ct to N X N U C= a N X N C) C� M N X N NM ` `}k'.CYF, �p „' ,� �✓.`+..+� +�'�� 'g ,� J,��,S�y, .`�uw^ v`��'-� ii � ^4.�,�,z"�.�. 'z`.i' 4S t �-LN. TM'��` � '�,�g�E ��sW" ,+i. a,��c^'a io I o I m ra CD ;n 0 ti ifl r- Q IL C.i N N N 7 i r C in �� fir, � kg NV U r =s N v r X x��a ~:. .J V N N$a J - �r! F' CA r N X N N ZLij V N e"\C aR io LU �t o` o wo a ar z X, N x X X C) er N N N In c� x S X s m T U N z in U C) -rn-1cnw A N NX111,111, '"7 X to to X o t o U M N X C`M V U 1 e CV r- X N x X Lr) Lo X N K X N N cazx O c- X N 0 0:- J e- X N N N LO N XN 0 0� o ZD r N O o� LOCATION: NAME: WHEELER RESIDENCE ADDRESS: 7400 S. OCEAN DRIVE CITY/STATE: JENSEN BEACH, FL 34957 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (352) 750-6207, (772) 285-6444 bobdunlea(ai_centurylink.net FLORIDA LIC. NO.42835 "MoV60 S � '• ATE OF as 0 F. c°so Rl !! �1 ••moos• g EDGE BEAM 1"x2"OPE"ACK_— ATTACHED TO FRONT POST w/ #10 x 2" LONG S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. NOTE: THIS CONNECTION IS ALSO GOOD FOR 1x3 OPEN BACK MEMBERS, 2x2H AND 2x3H MEMBERS. FRONT WALL GIRT V x 2' 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. I-- 1'MIN. 4- #10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (2" SCREWS MIN.) GIRT OR CHAIR RAIL I 1 SELF MATING POST--> ALTERNATE CONNECTION: (2) # 10 x 2"; 2" x 3" COLUMN SCREEN SIX(6)#14SMSmLp-41 2" x 2" x 1/8" ANGLE EACH SIDE -- — — — - - - - -- 3 =#14-SMS-EACH-SIDE-- — 318" DIA. CONCRETE ANCHOR 1" O.C. MIN. (TAPCON OR EQUAL) wl 1-1/4" EMBEDMENT MIN. 2"MIN. ■ ■ ATTACHED TO 1" x 2" 1 OPEN BACK w/ MIN. MINE��NO TWO (2) #10 S.M.S. il 2^MIN.'; SIDE WALL GIRT ATTACHED TO 1" x 2" OPEN BACK w/ MIN. THREE (3) #10 x 1-1/2" i S.M.S. IN SCREW BOSSES 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 BE SUBSTITUTED FOR . INTERNAL SCREW SYSTEM CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS E 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 MAYBE 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 300#. (DO NOT SUBSTITUTE318" DIA. CONCRETE ANCHORS FOR LARGER SIZE ANCHORS.) PANEL RISER PANELS FOUR (4) 1/4" x 4" LAG BOLTS w/ 1-1/4" FENDER WASHERS BEAM OR HEADER PER 4'-0" PANEL ACROSS THE FRONT & ALONG THE SIDES HEADER ATTACHED TO POST 2x2 OR 2x3 ANGLE CLIPS MAY w/ THREE (3) #10 x 2" LONG HOLLOW BE SUBSTITUTED FOR S.M.S. INTO SCREW BOSS I 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" OFEACH SIDE OF EACH 1"'x2 4" MAX. 4" MAX. O EN POST AND 24" O.C. MAX. ' _ i/I BOTTOMPRAI BACK NOMINAL 4" SLAB VAPOR BARRIER 3000 PSI CONC. 6�r @O C �T. S V UNDER CONCRETE x 6 -10 x 10 W.W.M. �� SLAB, IF NEEDED OR FIBER MESH TYPICAL UPRIGHT DETAIL SCREEN ENCLOSURE DWG. # JRL-2018-008, REV. 1 August 16, 2018 SHEET 3 OF 3 STANDARD CONNECTIONS HEIGHT 9'-0". 155 MPH, EXP. 'D' , 1304 NE 24 ST. JENSEN BEACH, FL 34957 OFFICE (772) 529-2674 FAX (772) 398-2997 NAME: WHEELER RESIDENCE ADDRESS: 7400 S. OCEAN DRIVE CITY/STATE: JENSEN .BEACH, FL 34957 COUNTY: ST. LUCIE THE "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 (352) 750-6207, (772) 285-6444 bobdunlea(a)-centurvlink.net FLORIDA LIC. NO.42835 H O/v Y ¢ : Iv 7ti o N i �s . SAT€ PF O ,•� '@ �� S/•..•.•••�