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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: 1111 1-7 REVISION FEE: 16,00 LOCATION/SITE ADDRESS: PERMIT # D 1�7�oa- RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 0 -,-bp— DETAILED DESCRIPTION OF PROJECT REVISIONS: � � J S � Z c zJ� � � �•� �G Zc�3 r � �` CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: i��v� [�,i Y ✓u � ADDRESS: o. 3c-x 1 z CITY: �% - (�� u`� c �� STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ST. LUCIE CO CERT. #: a c at ZIP: 5 Y `7 > FAX: ) ) Z - zO - p ADDRESS: CITY: STATE: PHONE (DAYTIME:- FA ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: (c CITY: Q PHONE (DAYTIME): STATE: ZIP: CONTRACTOR: RON RAYMOND CONSTRUCTION DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010. 3. ASCE.7-10. Category, Paragraph 1604.5 and Table 1604.5: Risk Category L 2. Basic Wind Speed, Figure 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, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: C 4. Screen Roof Enclosure Table 2002.4 Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick 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. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 6. Screen material shall be 18/14 screen. unless approved by Suncoast Aluminum Engineering, LLC. 7. Door location shall be determined by contractor in the field. 8. 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. - I - - .- I . . 9. All flashing and waterproofing, shall be provided by the contractor. 10. Use of these plans dbknoWledges+and accepts a limit of liability not to exceed design and engineering fee. ..- Roof Type Roof Type: MANSARD WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. MIESE PLANS AND ALL PROPOSED'vVG ARESUBJECT TO ANY CORRECTIGNS REQUIRED BY FIELD INSPECTORS T hAl MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CCT-r-c. 00 I@. I • - .00 A-4 N Cli N N 2X2 2X2DJ in 2XDJ 2X5SMB 00 N in N SMB 00 X I ip N N X SMB •`-%V 00 N I io N SMB s Go NN N N 2? in I1X2 V I { I - I I I I I I I I I I I I J / / / / / 9'-8" 1 70s66'1V sT. Lti.EIF BI'[LDIOGD"ION RED TvaSr-p OR, 0� - DAX ITN ST BE KEPT ON JOB OR N �A �T ® �'�'ILI• BE ODE. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 119 1X2(TYP) /2X2 A-2 2X2 2X2 2X2 2X2 2X2 \2X2 ��2X2 2X2 2X2 2X2 2X2 tO m m ro m ao m aD m CO m I v X M X M X M X M X M v N in N (n N N N (n N in N X X N 2X2 2X2 2X2 2X2 2X2 2X2 A-2 2X2 2X2 2X2 2X2 2X2 2X2 A-2 2X2(TYP) A-3 35'-0" .E,). \-0 [(A-) 5'-10" 5-10' W-10" `\\wiilil//,// c+) IL �•. Q; cr L O a; z w 0. Q- z,.0Co CJ PROFE616NAL SEAL ' A-2 5'-10" F-ae C ®" fir o ❑ uu O ui a W d C ce W LL 0 OC 01"n ¢m LLI � 2 LLI Z CQC W In Z W 2 L 2 WU �U W (A G ZUo J � J � � o QZ0g F- cZ^� QL!J r`W' J m a, 0 LLJLLmm U Z aNN Z Z LA W u Hu w Z a i; W it Z w — Z OJ a rn o 0 �:�OLL TP DATE DRAWN 07/20/17 REVISION 0 10/17/17 SHEET NO: A-1 I ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1 x2: 1"x2"x0.040" 1 x3: 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) 2x4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SUB: 2" x 6" x 0.050" x 0.120" 2x7SMB: 2" x 7" x 0.057" x 0. 120" 2x8SMB: 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: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT MEMBER SIZE EDGE "C" 2X4 Y2" 2X5 V. 2X6-2X10 1X. EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 11Y' SMS 1 " x FASTEN TO EAVE RAIL W/ #10 x 1 112" SMS 6" FROM UPRIGHT & 24" O.C. (1)1/2" DIA. x21/2" 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. PATENT PENDING N 2" x SMB BEAM NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE) x SMB UPRIGHT EE A-1 FOR SIZE) r UPRIGHT TO BEAM CONNECTION A-2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA - SIDE ® I V x 2" O.B. BASE PLATE -TYP •- 1114•MIN CONC 21l4'MIN CONC a ANCHOR EMBEDMENT ,ANCHOR EMBEDMENT n d MIN 4 5d MIN EDGE DISTANCE FROM SLAB / FOOTING ea "d' , od • EXTERIOR OF COLUMN TO SEE PLAN a m "• ' OUTSIDE EDGE OF SLAB SIDE VIEW (1) 1/2" DIA. THRU BOLTw/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT w/ THREADLOCKER (1) 3/8" DIA. CONCRETE MAY BE USED SCREW ANCHORS ! TIGHTEN TO CONTACT- DO NOT (21/4" CONC. EMBED)OVERTIGHTEN °" ," �• r' 1"x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" CONCRETE SCREW e d ANCHOR (MIN. 1114 EMBED) SLAB / FOOTING n e 6" MAX EACH SIDE OF POST AND SEE PLAN ao 24" O.C. MAX FRONT VIEW B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A_2 SCALE: NTS 2" x PURLINS ATTACHED TO BEAM WMIN (4) #10 x 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER 3116"5052-H32 1 1/4" NOTE: SEE CALL -OUT BELOW FOR # OF SCREWS. SCREWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. #14 SMS @ 1 1/4" O.C. (24 TOTAL) TYP NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'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. 21/2" x 118" x (GIRT OR PURLIN WIDTH + 1/2" x BEAM DEPTH OR UPRIGHT DEPTH-1/2')- ALUM BACKING PLATE 6063-T6 ALUMNINUM CHAIR RAIL MEMBER �\Illill/// •C, LL 00 LU Q - SIbNALSEAL PROFE #10 x 1 1/2" SMS INTO REW BOSSES OR SELF -MATING BEAM C PURLIN OR GIRT TO BEAM OR POST DETAIL A_2 SCALE: NTS 2 x 2" PURLIN - NOTCH BOTTOM_ FLANGE TO OVERLAP UPRIGHT 2 x 2" x 1/8" 5052 - H32 ANGLE EA SIDE OR 2 x 2" x 0.062" 5052-H32 RECEIVING CHANNEL 2" x 2" 1" x 2" x 0.044" OPEN BACK INTERNALLY SCREW TO UPRIGHT W/ (2) #10k 1' 12" SMS & FASTEN TO EAVE RAIL W/ #10 x 1 1/2" SMS SPACED 6" FROM UPRIGHT AND AT 24" O.C. NOTCH POST AS REQUIRED FOR 2" x 2" EAVE RAIL F • SCALE: NTS (2) #12 x 3/4" EACH LEG EACH SIDE - SCREWS SHALL ENGAGE BOTH PURLIN AND UPRIGHT File Co"y o ❑ M GC LJ O LY C c LL z T O w 0m Qm LV O� n:i LLJ Z CA D Q z Z Lu � z u UP lJJ 7 7 W N - Z ., U 0 J Z a O'1 OC E ,., 8 $ QLL m 3 9, Of 6 Vl W�LLj O In _Z F n n Z 03^N < 5 Z N W"'.u�� N N W ac Ix derD- W Z W U tj Z W r I o0a� fnrLLLLL DRAWN BY TP DATE DRAWN 07/20/17 REVISION Q 10/17/17 A — SHEET NO: A-2 6" WIDE 0.125" "T' BRACKET x @ EACH BEAM ATTACHED TO �� ��•� All, 6" WIDE x 0.125'7' BRACKET FASCIA W/ 3/8" 3" LAGS .....,•� @ EACH BEAM ATTACHED TO NOTE: 3/8" DIN. 4" LAG SCREWS FOR x (3•- PER BRACKET) AND (1) 3/8" x 3' ••• FASCIA W/ 3/8' x 3" LAGS (3 (2) x SPANS GREATER THAN 30'-0" LAG @ 24" O.C. AT GUTTER ^- �! PER BRACKET) AND (1)318"x3" Z.cn ll.. �•• LAG @24"O.C.ATGUTTER (1)3/8"DIA.x4"LAG 2"x2"x1/8"x4"ANGLE Q.• + 0 1" x 2" x 0.044" OPEN BACK (1)3/B"DIA x4"LAG SCREW INTO EXISTING OVERHANG FRAMING 1" x 2" x 0.044" OPEN BACK W/ (2) #10 x 21/2" SMS THRU SCREW INTO EXISTING OVERHANG FRAMING PROVIDE #14 x 1" INTO EACH - • . MEMBER AS INDICATED = a:. W Q - �L F- 0. W/ (2) #10 x 2 l/2" SMS THRU OR RAFTER TAIL BEAM INTO SCREW BOSSES OR RAFTER TAIL BELOW - �i ~ t O BEAM INTO SCREW BOSSES Neel(ti •, e (1) #10 x 1 1/2" SMS 6" FROM)BEAM AND 24MO.C' •' \+ FROM BEAM AND 24" O.C. NOTE: ���� • • • /j ...... • • • �/ CONNECTION DETAIL AT AVE RAIL /5/ Q• t�`\� S SIMILAR • • PROFE SIGNAL SEAL • MATING ELEMENT � � • • 2"x2"x1/8"x2"ALUM. • • RECEIVING CHANNEL W/ CONTRACTOR TO VERIFY j CORNER POST cc CONTRACTOR TO VERIFY (4) #14 x 5/8" SMS 2" x 4" FASCIA- IF LESS W 2" x 4" FASCIA - IF LESS 1-1/4" O.C. INTO BEAM THAN 2" x 4" FASCIA 2" x 4" I O LLI O THAN 2' x 4" FASCIA, 2" 4" • x �61 EACH SIDE SUB FASCIA SHALL BE � a:1/8" x 2" x 2" x 2"ALUM �. • • SUB FASCIA SHALL BE SUPER PLACED OVER, LENGTHEN 6063-T6 ALUMINUM rn Q ANGLE W/(4) #14 x 3/4° PLACED OVER, LENGTHEN LAG SCREWS TO FULLY PLATE LL CD Z SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY PENETRATE SUB FASCIA W/#14x 1" INTO EA H MEMBER AS INDICATED 1 / I 0 Q Q EACH SIDE OF BEAM PENETRATE SUB FASCIA. IF OTHER FASCIA, ADD 2" x I K-BRACE: OG W W m • m 0.062' BACKING PLATE ON IF OTHER FASCIA, ADD 2"x 4" PT FASCIA w/ 1l2" LAG • I r FRONTWALL: W �- � INSIDE OF GUTTER 4" PT FASCIA w/ 1/2" LAG BOLTS -1 1/2" INTO TRUSS 5" SUPER GUTTER BOLTS -1 INTO TRUSS • • SIDE WALL: 2" x 2" x [ • t!• 0.046" W z t/� Z W * w TAILS UN TAILS -COUNTERSINK — W 14 z 21/8" x 1 1/8" x .062" (MIN.) -COUNTERSINK FLUSH. WHEN INSTALLING • • • [ 3 z W u 6 u ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING 1/2" LAG SCREWS, 1/2" LAG SCREWS, -- _ Z I 3 = W/MIN. (2) #12 x 3/4"SMS PRE -DRILL w/ 318" DRILL TO W J J t; F- W PRE -DRILL w/ 3/8" DRILL TO PREVENT SPLITTING. BASE PLATE PREVENT SPLITTING. C G M G BRACE & MATING ELEMENT ATTACHMENT DETAIL G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL �-� CORNER K-BRACE DETAIL SCALE: NTS Z U 0 c J C GUTTER SCALE: NTS /� A-3 J A_3 SCALE: NTS A-3 Q g N N to m W W cp W Q O Z nn = 2"x2"x1/8"ANGLE x8"LONG Z 5052-H32 EXTERNAL PROVIDE #14 x 1" INTO EACH MEMBER AS INDICATED M z e O RECEIVING CHANNEL BELOW W ti u FULL HT OF BRACE W/ (2) #12 EACH FACE WOOD: #10 x 3" WOOD SCREWS, 6' FROM GIRT & @ 12" O.C. f\� CONC: 1/4" DIA. x 3" CONCRETE • ` • 6063 T6 ALUMINUM SCREW ANCHOR, 6" (3) # 12 SMS 4" x 8" x 1/8"PLATE W/ #14 x I" INTO FROM GIRT & @ 24" O.C. INTO EAVE RAIL EACH MEMBER AS N I (4) #10 x 1 1/2" INTO 3 INDICATED W SCREW BOSS ! • Q 0 ROOF BRACING CONNECTION DETAIL K-BRACE: •� • W FRONT WALL: 2" x 3" x 0.046' • : Q d U SIDE WALL 2" x 2" x 0.W' - - • - - ___._ _... - W � _ • • • • U ZLLI LiJ .- 00 5052-H32 EXTERNAL - J - - Z V2" RECEIVING CHANNEL • / • M x 2" OR 2" X 3" HOLLOW FULL HT OF BRACE GIRT • / • SECTION GIRT W/ (2) #12 EACH FACE K- BRACE: i LL LL FRONT WALL: 2" x Wx 0.046"' 9 • # BY 1"x2„ �• j SIDE WALL: 2"x2"x0.046" 4„(MI` I j ARrN DRAWN (3) # 12 SMS ?" INTO EAVE RAIL 3 "VISION C'l 1X2 TO HOST STRUCTURE DETAIL H'3 H'2 _ Z A-3 SCALE: NTS ROOF BRACING CONNECTION DETAIL INTERMEDIATE K-BRACE DETAIL © - n _3 SCALE: NTS/� _3 SCALE: NTS f1 !1 file Copy SHEET NO: A-3--i Oc:Q= =Q�cr o pew D_: a'•u oC No:�= co PROFE�11`` S�CitVA��EAL \ \ ❑ L]J O LJ C - ui d L• z m LL LL � Z OC� E 0m Qm at W LL �� dj 2 W z vi z z z Z W CC W W W z 7 = = F h� a w t-LL z 5 ff ^` LL J C Z• .r C U� a v {Y s C LL 0. ZN Z Q om H zQ8 cg -LL NQ W -3o,g 3 1"x 2" O.B. FASTENED TO CORNER O W N z POST W/ #12 x 1 1/2" SMS AT 6" FROM () _z < n n j t TOP & BOTTOM RAILS. TYPICALLY @ 1/8" x 2" x 2" EXTRUDED N N c i Z c s ^ G 24" O.C. ANGLE 5052 H32 ALLOY • • (4) #14 x 3/4" SMS •• p :5 Z 6.0 3 1/W x 2" x 2" EXTRUDED ANGLE 5052 i • • INTO DJ (� W N u LL CORNER POST H-32 ALLOY EA CORNER W/ (2) #14 x Z' a SMS INTO POST & (1) 3/8" DIA. ' z 6" CONCRETE SCREWANCHOR INTO CONCRETE 4a„UANCH C LL 2 #10x11/2"SMS () CONC C THRU SCREW BOSSES /FOOTING g BEDMENT`SLAB " 21/4"MIN CONC SEE PLANANCHOR EMBEDMENTa • SLAB / FOOTING°�. e. • .a N C SEE PLAN —1 4 a. ', a. '. W a Of SIDE VIEW m wLL SIDE VIEW Q a U Fc 2" CORNER POST W/ 1"x 2" @ i W Z (4) #14 x 3/4" SMS BACKSIDE (1) 3/8" DIA. CONCRETE W O � pp INTO POST SCREW ANCHORS 2" x 2" DJ � Z J o) i i 3/8" x LENGTH AS REQUIRED (21/4" CONC. EMBED) O O v M t FOR 21/4" EMBED CONCRETE m O t SCREW ANCHOR INTO d r LL CONCRETE DRAWN BY 1" x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" $"• TP CONCRETE SCREW ANCHOR d (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST a a 1"x 2" BASE PLATE ; ; ' ° DATE DRAWN AND 24" O.C. MAX ANCHORED TO CONC W/ 1/4" ` + e :. a x y j�20�� 7 CONCRETE SCREWANCHOR e a • REVISION eyb ' • a (MIN. 1 1/4" EMBED) a' ¢ 6" MAX EACH SIDE OF POST ° �' 4 • e AND 24" O.C. MAX FRONT VIEW FRONT VIEW tl �7SHEET NO: �y© Ffle, `V ® CP-1 CORNER POST TO CONCRETE DETAIL DJ-1 DOOR JAMB TO CONCRETE DETAIL— A-4 SCALE: NTS A-4 SCALE: NTS A-4