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HomeMy WebLinkAboutENGINEERINGCONTRACTOR: The Porch Factory, LLC. WIND'SPEED AND EXPOSURE HAVE DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE Applicable Codes, Regulations, and Standards AND GOOGLE EARTH �� �c/ , • V/� �,, 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 Q: (V tL Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to � o O O _1 = Aluminum Construction in High Wind Areas. d : W a w � : Q 3. ASCE 7-10. - U o < O : ` (n Z to Loading Criteria �-' �\ 1. Wind Load 1.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. , 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 VuLT =150 \ MPH. Via =116 MPHSCAM" / /PRb E Im 'LISEAL 1.3. Exposure Category, Section 1609.4.3: Exposure C a 1.4. Screen Enclosure Section 2002.4 a 2. Building Category for Aluminum Structures, Section 2002.6: Category TYPE 1- Screen a*wjs C Enclosure / Screen Room: Non -Habitable. Unconditioned A-3 � Roof Type QC ui Ui c 1. Roof Type: MONOSLOPE / MANSARD �' O ti a - 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam, Florida _ A-4 A-4 2112 W z Product Approval Number FL 7561-R4. LL SLLJ W LL Foundation Design o tY C3 Existing concrete. No additional concrete footing or slab is required to resist the loads a-4 a f cc J 3•X4a•X4024• imposed upon the existing slab by the proposed construction if the existing slab is a povsrn Fow / W LL minimum of 4" thick and in sound condition, free from structural cracking• spelling. or P�rEi t^ W z p z z other deterioration. 7; b Z z Q z u Z u a Specifications LU 2 O The following specifications are applicable to this project t TMp te'-C W H � ar � d 1. Where concrete specifications are required, whether in the screen enclosure scope or not, % z by one or more regulatory agency, the following specifications are applicable: b \ jIn�5 rr a. Concrete shall conform to ASTM C94 for the following components: / tD a i. Portland Cement Type 1,- ASTM C 150 2XW A-e = z ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 75 Z c iiL Air entraining +/- 1% - ASTM C 260 srs Ffs PFB J N v< iv.Water reducing agent - ASTM C 494 b b ^ n v. Clean Potable water t, I IL In vt o n Id uni 1 i�. J " a vi. Other admixtures not permitted I I CO LL b. Metal accessories shall conform to: I A-2 375 Z z o m $ k i. Reinforcing Bars - ASTM A615, grade 60 \ PF� Ln LLIm a 8 3 ii. Welded wire fabric - ASTM A185 b Q LU m m z = c. Concrete slump at discharge chute not less than 3" or more than 5". Water added / \ O v+ �+ after batching is not permitted / M2 \ * V Z d. Prepare and place concrete per American Concrete Institute Manual of Standard j \\ Z Practice, Parts 1, 2, and 3 including hot weather recommendations. JX2Z M c e. Wist cure-mgolysihylen-uring permitted e f. Prior to placing concrete, treat the entire subsurface area for termites in compliance A-3 with the FBC. �-o' g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a c bituminous paint or epoxy. LL 2. Aluminum extrusions shall be 6005 T5 Alloys 3 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc - z plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series"400". LL N 4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends ends and t/'1 � --------------------------------- 24" center to center or #12 screws 6" from ends and 12" center to center. 1 - --- �- A-3 W a 5. The minimum nominal thickness of protector.panels.(Idckplates) shall be an industry .. .... § %� W W 0. �� t -' standard of 0.024 inches. 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 1.8/14 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. 9. All flashing and waterproofing shall be provided by the contractor. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee b� n n t n ol n " A-2 A-2 A-3 > R' a a C/� LU J �' fc- C ST. LUCIE COUNTY BUI ING DIVISION W Q w i WFL Z REVIEWED FOR COM NCE REVIEWED B N O J DATE l a In to tL u- A-4 PLANS A D RMIT ST BE KEPT ON JOB -ON(S) DRAWN BY SITE OR NO.INSPECT WILL BE MADE CM DATE DRAWN 04/27/18 REVISION 0 fc) I I Vy, SHEET NO: L C A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 1/8" x 2" x 2" EXTRUDED 2 x 2: 2" x 2" x 0.046" ANGLE 5052 H-32 ALLOY EA 2 x 3: 2" x 3" x 0.050" SIDE 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" I UPRIGHT OPEN BACK SECTIONS j 1 x2: 1"x2"x0.040" 1 x3: 1"x3"x0.045" 1"x 2" O.B. BASE PLATE -TYP SNAP SECTIONS , ' i va MIN 2 x 2 Snap: 2" X 2" x 0.045" a ANCHOREMBEDMENT 21/4• MIN CONC 2 x 3 Snap: 2" X 3" X O.OSO" p .ANCHOR EMBEDMENT =@ a MIN • • i 5d MIN EDGE DISTANCE FROM 2 x 4 Snap: 2" x 4" x 0.045" :u ; . SLAB / FOOTING '� a ;, wa4•, EXTERIOR OF COLUMN TO SEE PLAN a , . OUTSIDE EDGE OF SLAB 2 1/2" x 1/6" x (GIRT OR PURLIN SELF MATING (SMB) WIDTH + 1/2" x BEAM DEPTH 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SIDE VIEW OR UPRIGHT DEPTH -1/2")- 2 x 5 SMB: 2" x 5" X 0.050" x 0.100" (1)1/2" DIA. THRU BOLTw/ NYLOCK ALUM BACKING PLATE 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" JAM NUT - IN LIEU OF NYLOCK JAM 6063-T6 ALUMNINUM 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" NUT, JAM NUT w/ THREADLOCKER 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB2" X 9" x 0.072" X 0.124" (1) 3/DIA CONCRETE MAYBE USED S: NCHORS TIGHTEN TO CONTACT - DO NOT SCREW ANCHORS—,,,, 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (2 1/4" CONC. EMBED) OVERTIGHTEN MINIMUM FASTENER EDGE DISTANCE: 1/2" T MINIMUM FASTENER SPACING: 3/4" CHAIR RAIL MEMBER - CONCRETE SCREW ANCHOR: SIMPSON TTTEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT PFB = PORCH FACTORY BEAM EMBER -SIZE -EDGE"C"' 2X4SMB Y2" 2X5SMB 1" 2X6 - 2X1 OSMB 134" MEMBERS -EOGE"C" 3.75 PFB Y" 5.75 PFB 1 Yz' 6.75 PFB 1 X. 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/ #10 x 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) •`. an a .. •.sY ' J• °> 1"x 2" BASE PLATE ANCHORED TO a, . • 9 'a' l CONC W/ 1/4" CONCRETE SCREW a °• a :r a ANCHOR (MIN. 1 114" EMBED) SLAB / FOOTING 6" MAX EACH SIDE OF POST AND SEE PLAN .ate a: ;, 24" O.C. MAX FRONT VIEW B 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 ( 3/16"5052-H32 C t E . Icp 11/4"TYP / 1„ MIN. UPRIGHT j (SEE A-1 FOR SIZE) PATENT PENDING D UPRIGHT TO BEAM CONNECTION A-2 SCALE: NTS NOTE: SEE CALL -OUT BELOW FOR # OF SCREWS. SCREWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. SMS @ 1 1/4" O.C. 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. 2" x 2" �1111i \\0 Q�4u Nt co LL O J = LLU w = 1 Z k Q` S,k_ /IlkjFE NAL SEAL #10 x 1 1/2"SMS INTO REW BOSSES /BEAM C PURLIN OR GIRT TO BEAM OR POST DETAIL A_2 SCALE: NTS 1" x 2" x 0.044" OPEN BACK FASTEN TO EAVE RAIL W/ #10 x 1 112" SMS SPACED 3" FROM UPRIGHT & @ 24" O.C. x PURLIN 2" x 2" x 1/8" 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 3W SMS INTO UPRIGHT (2) #12 x 3/4" SMS INTO V x 2" F SLOPED PURLIN CONNECTION DETAIL A-2 SCALE: NTS © ElV 0 ♦ C W ui L"- 0 d d W m o 3 ¢ LL 444444LL ZJJJJJJ W •+ 2 O Lu Q z uJ m J m a f �= uJ Z �z pz z �z Qz Z W m:3 pm r LL LL aL L z a LL C Z c C U0 _ G J a v � a a Q 8$ 2 Z W �J9 -P W Q O WLLmm z NNz = C7 LnCZ;am l g V i W" u w LL LL �� F a a a c C LL C z c c� LL N W CC w C a LL W Q a W 6 c �j U' w c z w wQaLo Zwl-v O �oOfch ♦Or 7) N O J p„ mLoLLLL CM DATE DRAWN 04/27/18 SHEET NO: A-2 r 0 / WOOD: 1 #10 x 3" WOOD SCREWS, 6" FROM GIRT & @ 12" O.C. CONC: l/4" DIA. x 3" CONCRETE KX> I SCREWANCHOR, 6" FROM GIRT & @ 24" O.C. KII I (4)#10x11/2"INTO I SCREW BOSS x2'OR21'X3"HOLLOW :CTION GIRT x 2" C'i 1X2 TO HOST STRUCTURE DETAIL A-3 SCALE: NTS 3" x 0.09W (2) 318" DIA. CONCRETE SCREWANCHORS (3" CONC. EMBED) I I 1"x 2" OB W/ 1/4" CONCRETE I I I I INTERNAUEXTERNAL SCREW ANCHOR 6" 3" x 3" x 118" EXTRUDED FROM UPRIGHT & @ I I POST BASE W/ (2) 3/8" 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTS pi. d•, 8 B'1 3" x 3" POST TO CONCRETE CONNECTION DETAIL A_3 SCALE: NTS GUSSET PLATE SELF MATING PER ESERIES-'N,-BEAM . CONTRACTOR TO INSTALL (2) #14 x 2" SMS THRU BRACE INTO BEAM THRU GUSSET PLATE DETAIL #2 3/16" S.S. CABLE 11/4"x5518"x1/9' ALUM FLAT BAR \f\r �J q•v%i/ 6063 T6 ALUMINUM W/ (2) 3/8" DIA x 2 3/4" �� �� ' �� " • % i EMBEDMENT CONCRETE �'• • SCREWANCHOR DBL. COMPRESSION It O p a SLEEVES ,a .�'• aj n _ : W -t * Q' • Q = ya • a s d n N� ; � z co <CO •• O ` a d,a '�a� 04. •• , i .9a ��O � JK //..\\ CONTRACTOR SHALL RUN 1/4" THRU BOLT TO ATTACH 4" - �NYLON WASHER & A.X.STAINLESS �• STAINLESS STEEL NUT 1112"x5"x1/8"J (4 5052-H32 PLATE )#12 EA MEMBER DETAIL #1 H'3 ROOF BRACING CONNECTION DETAIL L3 / SCALE: NTS \SLAB / FOOTING SEE PLAN 3/16" S.S. CABLE 1 1/4" x 5 518" x 118" ALUM FLAT BAR 6063 T6 ALUMINUM (1) 3/8" DIA. x 3" EMBED SLAB / FOOTING. . . CONCRETE SCREW ANCHOR SEE PLAN H'iCABLE CONNECTIONS AT FOUNDATION . A-3 SCALE: NTS n � (9) #1 1/B" PLATE ON 6063-TS EYE BOLT FOR CABL PERIMETE H-2 CABLE CONNECTION AT CORNER A-3 SCALE: NTS MID DEPTH -■ I O La W L U d a: WIL ? LL Z$ W m It Q m m UJ Z J m t= Lu Z t/f :1 U, O W CaC G 2 Q Z O u Z ij R w 7 W.-- Pe a Z a D LL C Z C V v v u u Z Ng ci K Ht -H 1 caf a Q LuW-j9c W N-NN W 3 z u u Z 0 �3C : o z Z in Lu A t LL LL 3 Z N c: � C W w m CL > a ow LL Q Lu J LU F SV• }�w� z W UJI Z F- d �o('M m tt[)OLL DRAWN BY CM DATE DRAWN 04/27/18 L� SHEET NO: A-3 6" WIDE x 0.125-7 BRACKET �� @ EACH BEAM ATTACHED TO \ A CARRY BEAM W/ #14 x 3" SMS W (3 PER BRACKET) AND EXISTING HOST WALL - pj� LL ADDITIONAL BRACEAT24" O.C. 11/2"x3"xl1/2"x0.050" - -_ O W ALUM RECEIVING _ 1"x 2" x 0.044•' OPEN BACKPHANNELWl0xl N�, W/ (2) #10 x 21/2" SMS THRU TEK SCREWS(@ 8" D.0 � > Z W BEAM INTO SCREW BOSSES 3" COMPOSITE ROOF 2" 3" PB (1) #10 x 1 1/2" SMS W FROM BEAM AND 24" O.C. x ///OIS/i' ° • •' ! `V\ \\ FLASHING - INSTALL .... • • C R� �\ ADD SECONDARY ANGLES r; y�i: `i�" UNDER EXISTING DRIP EDGE — _ _ � /� `\ FOR SPANS GREATER THAN 30'-0" • " h ",` �'` r ' 3" x 0.062" EXTRUDED • / • / PROFE 1 I I 1 1 SIONAL EAL _ U -: ,r RECEIVER CHANNEL rx \ #14 x 3M4' SMS @ 6" O.C. L \ 914 x 4 7/8" SMS W/ TOP AND BOTTOM W/ 1 1/2" DIA. NEOPRENE CONCRETE: ❑ I 1 1/2" DIA. NEOPRENE WASHER @TOP SCREW ONLY (2)1f4" x 3" QUICKSET • • FACED WASHER @ 8" O.C. ANCHORS INTO WALL WOOD: LLI yj 0 t _ MATING • • t I , ti X, a {y:�y^���a ; hoc z ' °' "� �» F°` r'=%' '� 11/2"x21/8"x11/2"x3'x0.062" ALUM RECEIVING CHANNEL (2)1/4" x 3" LAG SCREWS z ELEMEN • • GUTTER TO BEAM CONNECTION #14 x 21/2" ✓"'" t.'x'c� s •ate :. '" c �a (r x'+{�c n k<x s W/ (3) #14 x 3/4"SMS EACH INTO WALL IU � o {z LL • • I SMS ATI2"O.C. .;r xr?;�' :"•. s'" s ao?e ��"�cp(",A} g;,Ls =ti ice`. M` SIDE INTO BEAM W '° LL Z GC LLI � LL u \ \ I 3"x3"x0.093' 0 Q'� 0� C LL • • POST i LLJcmJ two118"x2"x2"x2"ALUM ANGLE W/ (4) #14 x 3/4' SMS EACH FLANGE S" SUPER GUTTER (5) 3/8" DIA. THRU BOLTS 2 3" COMPOSITE PANEL ()1/4" DW x 3" Z Q uo w k ,,, EACH SIDE OF BEAM I LAG SCREWS �% Q u Z ,, a I @ 6" O.C. Z 2 O U 0.062" BACKING PLATE ON 2" x 9" SMB J J W H LL cc d INSIDE OF GUTTER LC: 21/8" x 1 1/8" x 0.062" (MIN.) S-2 Z ALUM RECEIVING CHANNEL W/ MIN. (2) #12 x 34' SMS S'1 BEAM TO HOST A-3 STRUCTURE ATTACHMENT DETAIL SCALE: NTS LL COMPOSITE PANEL TO FASCIA DETAIL Z o v S+ SCALE: NTS A-4 V '" a GUTTER BRACE TO POST TO ROOF PANEL ATTACHMENT DETAIL a A -A SCALE: NTS Y � _ tn f o LL L 1"x 2" O.B. FASTENED TO CORNER O W" M M 2 LL 2 POST W/ #12 x 1 1/2" SMS AT 6" FROM U m a N n :`3�3 TOP 8 BOTTOM RAILS. TYPICALLY @ _- Z (' �� Q � c C 24" O.C. 1/8" x 2" x 2" EXTRUDED I c Z m m N W m w O = F 1/8" x 2" x 2" EXTRUDED ANGLE 5052 ANGLE 5052 H-32 ALLOY • • (4) #14 x 3/4•' SMS INTO DJ CORNER POST I I I H-32 ALLOY EA SMS INTO POST & CORNER 8 D/I(2) #14 x 2" I • • Q a 3 _ 16„—CONCRE I E SCREW-ANCHOR-INT CONCRETE �— c (2) #10 x 1 112"SMS * d THRU SCREW BOSSES 2V4•MINCONC 3 21/ W CONC SLAB /FOOTING V ` a • , ANCNoa EM FDM }Nr 3 c ► a a: ANCHOR EMBEDMENT SEE PLAN "a • a ° LL SLAB / FOOTING °• ' a ' . ~ ' 4 N c SEE PLAN , ea' 4 d. i ° e. ` W Lu C I v, Q IL L SIDE VIEW Q w LL SIDE VIEW wU {-2"� CORNER POST W/ 1" x 2" @ I CD W C Z (4) #14 x 3/4" SMS BACKSIDE W W W Lo INTO POST " DIA. CONCRETE (1) 3/8SCREW Z 'T p C`) 3/8" x LENGTH AS REQUIRED ANCHORS UPRIGHT : = CV O J FOR 2.1/4" EMBED CONCRETE (21/4" CONC. EMBED) I PRE -HUNG p. Do LL. LL SCREW ANCHOR INTO DOORJAMB CONCRETE I 1" x 2" BASE PLATE —717! — DRAWN BY ANCHORED TO CONC W/1/4•' a� • ; • Aq — cm CONCRETE SCREWANCHOR_/ (MIN. 1 1/4" EMBED) 4, , d $ •: DATE DRAWN W MAX EACH SIDE OF POST "• a AND 2R' O.C. MAX ' d 1"x 2" BASE PLATE r' .4 s ' 04/27/18 ANCHORED TO CONC W/ 1/4" ; ' a . d ? ,• ;a REVISION �r d ar CONCRETE SCREW ANCHOR + e + p , ; •' °' (MIN.11/4"EMBED) a 4 1 " ®. a •• 6" MAX EACH SIDE OF POST ° • °i' ; a® i •• <' - q,d. AND 24"O.C.MAX .''6"' •q' FRONT VIEW FRONT VIEW SHEET NO: CP-1 CORNER POST TO CONCRETE DETAIL DJ-1 UPRIGHT TO CONCRETE PRE -HUNG A-4 SCALE: NTS /�-4 DOOR LOCATION DETAIL A-4-i SCALE: NTS NOTES: 1. BEARIN SAS SHOWN ARE REFERENCED TO THE NORTH LIN I S 88°22' 10" E, PER CORD PLAT. 2. PROPERTY SE CED WITH MUNICIPAL WATER. )c eaoj � 5 � 134ee o �vo e, A P CERT TO. LEROY BURNEY, JRa CHASEMAXHATTAN MORTGAGE Ct)RPORATION, ITS s ASSIGNS, S THEIR INTERESTS MAY'�APPEAR.COAN� COMMO EALTH LAND TITLE INS ,JRANCE ST. LUCK TITLE SERVICES, INC. MIN. SETBACK REQ. I O FRONT o SIDES CNR SIDES REAR I ZNG. TECH. i LOT.21i TZ I o is � . 30;0 . � �c: :� � _ �.. o : Q � '�• • 0 3°. ° Oro � .. _... . a� s� LO214. S., '4e �" 6 NIQ o 400AXrny JI • a 6i55 /� a ATy�`�jr ilr v LOT 1 5