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HomeMy WebLinkAboutBUILDING SITE PLANCONTRACTOR: B.A.C.H. LAND DEVEI,^OR SENT, LLC. , DESIGN CRITERIA: Applicable Codes, Regulations, and Standards Codes, RMulations, 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 ofthe -Aluminum-DesiprManual preparedby a Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. 4. Internal Pressure Coefficient =+/- 0.18 Enclosed Loading Criteria I. Dead Load (Screen Room): 2 PSF 3. Live Load (Screen Room): 10 PSF per 6th Edition (2017) Florida Building Code Appendix I Section 105.1 4. Dead Load (Shed): 7 PSF 5. Live Load (Shed): 20 PSF 6. Wind Load: 6.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 6.2. 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-WindSpeed. VuL-r=150-AfPH, VASD =116 MPH 6.3. Exposure Category, Section 1609.4.3: Exposure B 6.4. Screen Enclosure Section 2002.4 7. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Patio Cover / Wood Shed: Non -Habitable, Unconditioned Screen Room Roof Type 1. Roof Type: Gable 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel, 1.0 # density foam, Florida Product Approval Number FL 7561-R4. Shed Roof Type 1. RoofType: Gable 2. Roof Material: 4" x 48" x 0.024" Elite EPS Foam Core Panel. 1.0 # density foam. Florida Product Approval Number FL 7621-R4. Foundation Design New Type II 4" Monolithic Concrete Stab - 10" x 12" w/i21 #5 Cont. 31" overlap at *oink on 3" chairs and poured w/2,500 PSI concrete. Thefoundations are based on a minimum soil bearing pressure of 1,500 psf. Specifications The following specifications are applicable to this project 1. All work shell be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Florida Aluminum Engineering, Inc. 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 ceriter or #12 screws 6" from ends and 12" center to center. 5. Door location shall be determined by contractor in the field. 6. 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 atdischarge chute not less than 3"ormore than 5". Wateraddedafter hatching 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. barrier.Concrete shall be placed over a polyethylene vapor barrier. It. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with fs. tt-w-571 and bear the American Wood Preservatives Institute quality mark Ip-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from Pr lumber by 30# felt paper, 10 mil polyethylene sheet or equivalentmaterial. 9. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to alum members and specific sizes as indicated on A-1. 10. Contractor shall provide any additional backing (aluminum, wood etc..) and anchor as required by the window manufacturers recommended procedures. I I. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 12. All flashing and weatherproofing shall be provided by the contactor. 13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOSU BEEN DETERMINED USING:._ Tgcmotom-cOUNCIL'S Wf- AND GOOGLE EARTH. ASPHALT SHINGLES OVER 300 FELT PAPER ON EPS FOAM CORE ROOF PANELS W/ OSB & ALUM SKIN PER MANUFACTURER'S SPECS NOTE: DOOR AND WINDOW LOCATION FOR SHED TO BE VERIFIED IN FIELD BY CONTRACTOR ALL ELECTRICAL TO BE INSTALLED PER 6TH EDITION (2017) FLORIDA BUILDING CODE COMPONENTS k CLADDING DESIGN PRESSURES FOR WINDOWS / DOORS: +25.9 PSF / -34.7 PSF 16' ALUMINUM KICKPLATE (TYP) O I N 125 4'-74" 4 -71" 4'-7J" 4'-72• Ir - - c `a,,o�N11111111q f ff��,i �� '� • • T J� �i "e1X3� m-,i1X3 ._ 1X3,�1X3� �i !!/ ;'• •. !e - - - -2iC3- -2X FTLE-CODv- Z 4:/ • • • • • LL A. c 0 0 o a ao Q O � 0 d LIU (D *( W Q� ^ X a M I 0 ••• Z A-3 -- - - - - - - - - _ i���,/' � Vie, � � • • * Q��i``,``�� 2 L 18'-6` 1' d� W LLI En 2X3XO.05OPB I\`li. ZLLI 0 C o 2X3 END BEAM 2X3 END BEAM LO of A-2 LJ Z RT n2X3X0. aC! O tq-W XDa m 7Qa FqQ p Z Iz. w IL rim "to2�i m 1'icim X O c to 9 x M C',Q W !- if1 (AN Z Z 2 XXXA c� 1X3 W O J IL A-3 6 0 NOTE: BUILDER TO PROVIDE CERTIFICATION FROM MANUFACTURER FOR NEW ADDITIONS A-6 �LOHI: .2Xl 3X3X0.125 11'-0` 1, LOW:2X10SM8 `POST A-5 3X3XO.093 CARRIED POST 4`X48"XO.024" eX48'X0.024` 1: DEN D COMPOST 21 ON THIS PERMff 2x6PT ® 2X10SMB 16 O.C.(TYP) RIDGE BEAM A-S (2) 2X6STUDS C ® CONNECTION C 10'-0` A, 10'-0" 20'-0" 1'-0" L 1-0" 16'-O" 2'-0" 20'-0• 2'-0" Z 19 1 CIDd Z �U0m � W� W W InfifW to W 0W I � J W J �Y LL1 m v 2 0 � Wa 0- 0 0 z Q W Un 0 g� a lin a ifi � Y a 40 s-' � a OQ�Sq\0�5 � s Q O�4�G �5.��,P PLO G �G�O , gyp SQ EQ` 09 �Qet�5�0\��G�SgP�� �QQ CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESRONS1610 OF THE CONTRACTOR -OF RECORD, =Z� Z fit m : cn so C r n p a-1 c V H O Z q Z � 'A' � 'J QW Za�axro z Ada~LL 4 `n 0Z 1 O {dam SCANNED BY St Lucie Cour 1 0 V) W fY = Q W Q U Q U Q ~ J LLJ z� � � O �o��v 000� ♦'� (n t'7 _I O- LL DRAWN BY TP 10/08/18 REVISION SHEET NO: A-1 C CLL-7 C K LL ix LL tC- C 2 ALUMINUM MEMBERS DIlVIENSIOl"' , u�uHq�i (1) 1/2" DIA. THRU BOLT w/ NYLOCKI// ���sau� //// HOLLOW SECTIONS 1/8" x 2" 2" EXTRUDED JAM NUT - IN LIEU OF NYLOCK JAM \\\\ .� • • v/V • 2 x 2: 2" x 2" x 0.046" x ANGLE 5052 H-32 ALLOY EA I I NUT, JAM NUT w/ THREADLOCKER BE KICK PLATE NOTES: \\ .. �/ •. •• /� �/ /I� 2 x 3: 2" x 3" x 0.050" SIDE MAY USED I TIGHTEN-TO-CONTAGT DO -NOT OVERTIGHTEN 1. 2. 3. 0.024 ALUM SCREW -ALL -CORNERS 100 B 120 B WIND ZONES ,\\ ••'• • �(I •. • 2 aI LL �C - ^" X-4: z�'� rx 0:030" 2 x 5: 2" x 5" x 0.050" - USE #8 x 5/8" SMS @ 12" O.C. Q 0 r OPEN BACK SECTIONS 4a • 4. 120 C - 140 B WIND ZONES USE #8 x 5/8" SMS @ 8" O.C. Z a: W Q 1 1x2: 1"x2"x0.040" �• ", 5. 140 C - 150 B WIND ZONES • : V Q 0 1 x 3: 1" x 3" x 0.045" °. d , ' e . <° o •4 '• •, 6. USE #8 x 5/8" SMS @ 6" O.C. 150 C & ABOVE WIND ZONES i j •• % 0 V 0 • �( ; a q 4 ' USE 5/8" �I� • Z ••' SNAP SECTIONS ° e ° ` �4: 7. #12 x SMS @ 6" O.C. SCREW GIRT, BOTTOM W • . , ° �' RAIL •• �// Dy '• \� 2 x 2 Snap: 2" x 2" x 0.045" ° . a' &BOTH SIDES ....... //j • O�� a4 ° ' " 8. MAX KICK PLATE HT = 36" / /,- Q� \\ ` 2 x 4 Snap: 2" x 4" x 0.050" SLAB! FOOTING - - SEEP_LAN e , , e4 ° p -- - -- - -- 4 I - OPTION-2 - --- - - - - - - - SELF MATING (SMB) - -- - - - - - I I 0.040" x 1 1/8" x 2" x 1 1/8" INTERNAL OR EXTERNAL F L - SIDE VIEW ° 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" OPTION 1: ALUM RECEIVING CHANNEL I I a 2 x 5 SMB: 2" x 5" x 0.050" X 0.100" 2" x 2" x 1/8" ALUM ANGLE W/ (3) #10 x 3/4" INTO W W 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" (2) 318" DIA. CONCRETE UPRIGHT W/ (4) #10 x 5/8" EACH SIDE I I GIRT EACH FACE & (3) Z O- cE, 2 x 7 SMB: 2" x 7" x 0.057" X 0.120" SCREW ANCHORS #10 x 3/4" INTO UPRIGHT ` 0 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" (21/4" CONC. EMBED) � F c 2X9SMB: 2" x 9" x 0.072"x 0.124" I Z w z 2x105MB:2"x10"x0.092"x0.398" I z _ _ _ - y 1"x3"BASE PLATE -- ---I 0 Q Q o a MINIMUM FASTENER EDGE DISTANCE: 1/2" 1 4' MINOR ANCHORED TO CONC W/ 1/4" ' Q ' CONCRETE SCREW ANCHOR I Z z MINIMUM FASTENER SPACING: 3/4" EMBEDMENT a ; ? : , ° :' c (MIN. 1 1/4" EMBED) CHAIR RAIL MEMBER I I fi w Q y c5 2114-MIN CONC ANCHOR a, '. •° ° e 1 a , ' 6" MAX EACH SIDE OF POST 2" x PATIO I I N N 2 Lu LL CONCRETE SCREW ANCHOR EMBEDMENT ° AND 24" O.C. MAX EXTRUSION W U_ 9 SIMPSON TITEN HD OR EQUIVALENT ° ' e , , . I I U. SHEET METAL SCREWS (SMS):All ° I I - ITW /BUILDEX OR EQUIVALENT " ' e a ' ' O- H a a SLAB / FOOTING e SEE PLAN a' ° o m C FRONT VIEW Ix Cu. B " x 3" PB UPRIGHT TO CONCRETE DETAIL C Z ~ C A'2 SCALE: NTS CHAIR RAIL TO UPRIGHT DETAIL Z I= p t_1 A_2 SCALE: NTS m N z C� y o m m q 5 Z mad J �a! m u a Q W 12: 6 m LLJ W rS� Q F F x LL a Q LL V x 3" O.B. FASTENED TO CORNER (D t POST W/ #12 x 1 1/2" SMS AT 6" FROM 1/8" x 2" x 2" EXTRUDED O Z N C C & BOTTOM RAILS. TYPICALLY @ ANGLE 5052 H-32 ALLOY I ,J UJ LL "-�TOP 24" O.C. W/ (4) #14 x 3/4" SMS a o ILL. INTO DJ e ® I- 1 /8" x 2" x 2" EXTRUDED ANGLE 5052 a CORNER POST I I H-32 ALLOY EA CORNER W/ (2) #14 x 2" a SMS INTO POST & (1) 3/8" DIA. 6„ CONCRETE SCREW ANCHOR INTO °• , ' / 'e C I CONCRETE p °' .4 ' ° -0 °,. a (2) #10 x 1 1 /2" SMS I _ " _ _ _ _ _ a . , 2 va° MIN couc (ANCHOR EMBEDMENTTHRU SCREW BOSSES I SLAB / FOOTING' 2 1/ N CONC SEE PLAN 4a ;WOOD:ANCHOR a#10 EMBEDMENT 14" - •4 x 3" WOOD SCREWS, 6" SLAB / FOOTING •• 4' to �j C FROM GIRT & @ 12" O.C. SEE PLAN ve' 4 ' (n a a I CONC: °' •' 8a ' W Q LL 1/4" DIA. x 3" CONCRETE ° " SIDE VIEW = a SCREW ANCHOR, 6" ..T 0 m o Q FROM GIRT & 24" O.C. @ SIDE VIEW Q Z) w LLJ C I (4) #10 x 1 1/2" INTO _ Q ()J V H F ( SCREW BOSS (4) #14 x 3/4" SMS �2"^� CORNER POST W/ 1" x 3" @ I BACKSIDE (1) 3/8" DIA CONCRETE ` = J b Q p z I UPRIGHT CN _ .. ___ INTO POST SCREW ANCHORS w z w O� 0) I TH AS IRED (21/4" CONC. EMBED)of I Q j C) 0_ M I FOR 2 1E4'GEMBED CONUCRETE SCREWANCHOR INTO _ DOOR JAMB _ - _r I 1 a- � M -1 DO.. LJL CONCRETE DRAWN BY 1" x 3" BASE PLATE I 2" x 2" OR 2" x 3" HOLLOW ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR _ _ od •• : - o0 4 a ' °a • • "4 a TP SECTION GIRT (MIN. 1 114" EMBED) 4 1" x 3" BASE PLATE a ,: ^ • • _ DATf-DRAWN- 6" MAX EACH SIDE OF POST AND 24" O.C. MAX4 a a < o '. ANCHORED TO CONC W/ 1/4" < e :•, a 'a ° .4 ' 10/08/18 1„x 3„ 2.. CONCRETE SCREW ANCHOR e '• a a .• REVISION ' (MIN. 1 1/4" EMBED) 4 - _ .4 ^ ° , a. , a, 6" MAX EACH SIDE OF POST ° G 4 AND 24" O.C. MAX 6- o .•o ' 4 a FRONT VIEW - FRONTVIEW 4 C'i1X3 TO HOST STRUCTURE DETAIL DJ-1 UPRIGHT TO CONCRETE PRE -HUNG - SHEET NO: SCALE: NTS A-� CP-1 CORNER POST TO CONCRETE DETAIL A-Z DOOR LOCATION DETAIL A-2 SCALE:NTS SCALE: NTS \ x 4 718" SMS 1 1 21'4 E! COMPOSITE FACED WASHER @ 6" O.C. r%ANEL #14 SMS 1" x MIN. LONGER \\\ �< '• •• THAN PANEL W! 1 1/2" DIA i{: NEOPRENE !! -- ♦�=v •• •••'. �e�� S•?+,� �: FACED WASHER , •.,ry,. :hr+t^`:''.'" a 2_4 O C,-9LONGJ ECIGTH � 4/ M LL, A-!� 1 tiiM1 ., OF ALL END BEAMS • ''4- O• • 3" x 0.062" ALUM RECEIVING CHANNEL '�`', ""' +41'r a.{�„ �• `•+i`v. F4" '? :.?, t:w j.,;�:n.a'7't:y:.°fir' AND 'i,.rh?`•:t.:.tM`���:,;is .'•'"�r%4.�T^ «' W/ #10 x 3/4" TOP Y _ EXISTING HOST WALL (O .. a W • . U i W i— . Q O • BOTTOM AS END CAP y . r',.; R`: qa `�s r','�: i'•- ti.1)+°: L`; : EXISTING HOST (n •••� Z I� �j • )- V • • O : 2"x3"FLAT TOP RAIL- NO I 3" COMP i ALL / we, QL •• !!C/, ANGLE REQUIRED UNLESS Iy J PANEL SPLICE OR CORNER - pp I I QII I 2" x 3" FLAT ••••.•Ol.V;♦ ATTACH w/ (4) #10 x 4" LG I END BEAM I -i _ -' _ - - - ---2 - w- -II H - - - - -- - { - - -- Q - I -. - "xOb62"EMRUDED RECEIVER— - - - - -- -- x3" IQQ II O I O III I CHANNEL WJ #14 x 3/4" SMS W/ 1 1/2" UPRIGHT 2"x 3" x 0.050" I Z IQII ILLTOP RAIL W/ I I I LU DIA. NEO-WASHER @6"O.C. // u — �� • (4) #10 x 4" SMS INTO POST / / LLI d Z • 2" x 3" FLAT TOP RAIL i>., �,y ``1•:r.t,•E;v rn ~ O w! c., Ti"7`�i ,yi4t: •'.^f �), ';zh:. `•" '1"tiair'r'^c ..nc„ O M !' v, :a . ,�� d 5,,.1r. R.'r%tY 4#10X4"S S e. .wnr i;�;v, r�;,, "w u)r , S'+^v'q` r: F• 4•.•�.. , .:p { '' } r r,: ;• �•"L,{i^^.[_::r� .,;f*. ,iry i W Ywv-r ,yC ,.'r'r ^ `d_tl,"• y rf�`";i r by+;:. r'4•,, +!JL s,,lJ..•. �.�•t.lm,tr .i .l,ny t fay, L.,n.... r,"r•, �....., r h 8rj ?,y Z "?• :^,f 5• i. 4.y;T; ,., c• r a, {,; iw�: L ..?awe•' •.-, i '..:.nun . s,,�� �ru.r .•'k, CONCRETE: 1/4" 3" QUICKSET z l0 W Z � ;..i,,y',.§: a INTO POST _ r.;t! J r.,r: ; a, +; ?'�'.. ::7, •^F�n; 4.t�p!.vMbi l�k.r M'�rtli'Cr-~` ,'jam, ;. <, '.. '' -c;,,>,,., Ir0.4'?lt _ ,, is �"'`' rl i.;f����R-tik.. �1?twtt•_ ^ .• i, : �. (2) x ANCHORS INTO WALL rv� ,r. c'-,.'. =3•-. r•rt• j„ :;ti .. :.:...;;,I~iy;.; :h.?r Y;r S.x,n•,1'+'.w .Y!•,`%:,"�:... v42'N':y''';.y,.,• a:i .... uk. .r,�, - 2" x 2" x 3" LG � n1 ..•_!3:.!:,.,!i.. 1`,: ^•;µ�;" J i .yd `'"``• T!t. f<!Lr«.i..yrc. r�,.:4.,I?:. ,r .ti..�...Ja. • .. t 1 1J2" x 21/8" x 1 112" x 3" x 0.062" ALUM RECEIVING CHANNEL WOOD: / (2) x LAG SCREWS Q Q z 2 2" x 2" x 3" LG x 1/8" ANGLE x 1 /8" ANGLE / W/ (4) #14 x 3/4" SMS EACH SIDE INTO BEAM O L / INTO WALL / O. W � N N - - - 3" COMPOSITE #14 x 3/4" SELF -TAPPING SCREW @ 6" D.C.. ROOF PANEL / N Q III N U W (4) #10 x 3/4" (4) #10 x ;; u- O SIMS INTO SMS TO SCREW BOSSES I I SCREW BOSSES i CONCRETE: 0 _ (2) INTO TOP RAIL (2) INTO TOP RAIL I I (2) 1/4" x 2 SCREW / M TYPEASONRY M p (2) INTO POST (2) INTO POST I I I I ANCHOR @ 12" O.C. I I CONNECTION AT CORNER CONNECTION AT SPLICE WOOD: (2) 114" x 3" LAG SCREWS @ s" O.C. u o S-2 o S S', COMPOSITE PANEL TO HOST CONNECTION DETAIL BEAM TO HOST /� STRUCTURE ATTACHMENT DETAIL SCALE: NTS X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHT A-3 q� cZi Z A-3 SCALE: NTS A_3 SCALE: NTS J J m M S N a W 0 o z W LL #14 x 4 7/8" SMS W/ EXISTING HOST WALL 1 1/2" DIA.NEOPRENE FACED WASHER @ 6" O.C. #14 SMS x 1" MIN. LONGER THAN PANEL W/ 1 1/2" DIA. FLASHING NEOPRENE FACED w 3" COMPOSITE WASHER @ 24" O.C. ROOF PANEL ALONG LENGTH > OF ALL END BEAMS I I p ._wr!. {r .>u`.+.". '' t,;ti ;-crr'wi'-"i^;i': '�i'<:'S;� �R a'%';':•A,i'�a!" vr.c. M a Ka '-r ;� 4�s:x;;iu�`��s. ti,,., `4 �. ,^"5'�:;,s•�.�•,;,,;:4: ,�,•:���"�>�° ;v''}'`i'"AiF�a!r. ,'ir'.i•. `.im44�.c:daiil.�J. .,; .i'='`•' <rii.u,�r•.ri;rYr'`..;� Y .1+.�,: 3" x 3" x 0.125" I POST I cii Y :/i / �. .� .__ — / ^?•;�L�;: 'tier;�ii,{��`�}pie>'L'i�.,t�k�`` A,''.:jl N�:ry�tt.`.yi'�';':"!y'pt F>:�.`�:i„lhi y""hy::;}il'i7'`' LL' % .4"(� :�et'4Yt�!S"•y2:ie �' 'i... J. M!'r, d. �M .. V 5 � 1-n✓.'�l.Y,':� Sl J };,•i,,.,'v 4 . v" � d 1: j I I Q m O J I j 2" x 3" ° ° 2" x 3" END ® s (2) 3/8" DIA CONCRETE SCREW ANCHORS(3 -W-I Q o END BEAM BEAM l CONIC. I IINTERNALIEXTERNAL ¢ J �w I-- - I -- - 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3/8" Z N N O Zc'o ® / I I�DIA. THRU BOLTS of O Q O~ co co 1 1/2" x 2 1/8" x 1 112" x 0.062" x 3" LONG r t Q coo Q O NC x 3" OUICKSET ALUM RECEIVING CHANNEL W/ (3) (4) 3/8" DIA #14 x 3/4" SMS EACH SIDE OF THRU BOLTS -1CONCRETE LL c7 J LL. / ANCHORS INTO WALL WOOD: I I BEAM & (2) 3/8" DIA. THRU BOLTS INTO POST o: .° _ $ . J. a' DRAWN BY TP 1 1/2" x 2118" x 1 1/2" x 7" x 0.062" (3) 1/4" x 3" LAG SCREWS ALUM / INTO WALL I 2" x 7" sms I • `' t' DATE DRAWN RECEIVING CHANNEL Wf (6) #14 x 3/4" SMS EACH I 3"x 3"x 0.125" °q; , , '° e 10/08/18 SIDE INTO BEAM POST ° a ' ' a REVISION A S-3 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL S'4 COMPOSITE ROOF TO RIDGE BEAM CONNECTION B'1 3" x 3" POST TO CONCRETE CONNECTION DETAIL © - A-3 SCALE: NTS A_3 SCALE: NTS A _3 / 1 SCALE: MS 4 _ SHEET NO: A-3 n, .e 10" o s . JI i - —• (2j #5 CUNT 31 OVERLAP AT JOINTS ON 3" CHAIRS +---12" TYPE II MODERATE SLOPE FTG 2:12 - 3:12 NOTES FOR ALL FOUNDATION TYPES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND COMPACTED PRIOR TO PLACEMENT OF CONC. 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE CONCRETE FLAT WORK TYPE II FOOTING A -A SCALE: NTS H 2.5 AT ALL STUDS TOP PLATE ,'—DOUBLE 2X6 2X6 HORIZONTAL n n n 3 - 16d x 5 EACH SIDE IN BLOCKING AT EACH HEADER SHEATHING SPLICE (2) 16d TOE NAILS EACH END (2) 2X4 HEADER 18" MAX 2 - 2X6PT STUDS MIN. LSTA12 EA END EACH SIDE OF OPENING 8d @ 24" OC STAGGERED 2X6PT STUDS @ 16" O.C. (3) 16D TOE NAILS TOP AND BOTTOM BOTTOM PLATE SIMPSON STRONG TIE H05A SINGLE 2X6PT (STRUCTURAL EQUIVALENT MAY BE USED IN LIEU OF SIMPSON STRONG TIE HD5A HD5A) (STRUCTURAL EQUIVALENT MAY BE USED IN LIEU OF HD5A) B-B TYPICAL WOOD FRAME WALL WINDOW SECTION A -A SCALE: NTS H 2.5 AT ALL STUDS TOP PLATE DOUBLE 2X6 2X6 HORIZONTAL BLOCKING AT SHEATHING SPLICE- (2) 16d TOE NAILS EACH-END- LSTA12 EA END- 1 5/8 �! III 'III i I I _Jllll III III I I�I III III�I III III III III I�It �i �I �i. 1 H 2.5 AT ALL STUDS SIMPSON STRONG TIE HD5A (STRUCTURAL EQUIVALENT MAY BE USED IN LIEU OF HD5A) (2) 2X6 TOP PLATE 3- 16d x 5 EACH SIDE IN EACH HEADER 2) 2X4 HEADER - 2XSPT STUDS MIN. EACH SIDE OF OPENING 16d @ 24" O.C. STAGGERED 2X6PT STUDS @ 16" O.C. BOTTOM PLATE SINGLE 2X6PT SIMPSON STRONG TIE HD5A (STRUCTURAL EQUIVALENT MAY BE USED IN LIEU OF HD5A) A -A TYPICAL WOOD FRAME WALL DOOR SECTION A-4 SCALE: NTS (2) SIMPSON CS16 WRAPPED OVER TOP PLATES 2X6 CRIPPLE /STUDS AT 16" O.C. /' r-4"COMPOSITE PANEL IIL'//////k3) 2" x 12" SYP W/ 1/2 PLYWOOD FLITCH PLATE//////JII SIMPSON LSTA24 2X6PT S.Y.P. #2 :K STUDS EXISTING CONCRETE SIMPSON STRONG TIE HD5A SIMPSON STRONG TIE HD5A (STRUCTURAL EQUIVALENT (STRUCTURAL EQUIVALENT MAY BE USED IN LIEU OF MAY BE USED IN LIEU OF HD5A) HD5A) GC GARAGE DOOR FRAMING A-4 SCALE: NTS 1/2•:12• MIN •Q •� LL o 0 Q :• !� •• Z w''.,��y� •.•cj '• oo .....• " O'l 1/4" IN A. x 6" LAG SCREWS 4, _W/ NEOPRENE WASHERS P ROOF �@ 6" O.C. (2) 2X4 TOP PLATE 12" OVERHANG MAX (2) 2X4 HEADER (2) 2X6 BLOCK BETWEEN MEMBERS VINYL SIDING ON #15 FELT PAPER OR HOUSE WARP ON 1/2" APA RATED SHEATHING 2X6 PT S.Y.P. @ 16" O.C. BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF BEARING CAPACITY OF SOIL SHALL BE VERIFIED BY LICENSED CONTRACTOR PRIOR TO POURING CONCRETE 2. THE SLABIFOUNDATION AREA SHALL BE CLEARED OF DEBRIS AND ROOTS AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. CONCRETE SHALL BE PER SPECIFICATIONS IN THE DESIGN SUMMARY. NOTES FOR WALL SHEATHING: 1. 112" APA RATED SHEATHING CONTINUOUS FROM BOTTOM OF BOTTOM PLATE TO TOP OF TOP PLATE. SHEATHING IS PART OF LOAD PATH TO GROUND. 2. IF SHEATHING HAS HORIZONTAL BREAK, IT CANNOT BE USED AS PART OF LOAD PATH - USE SP1 AT BOTTOM AND SP2 AT TOP OF EACH STUD. NAIL PATTERN: 8d 4" O.C. @ EDGES Ed 6" O.C. INFILL 2X6 PT STUD @ 16 O.C. (1) 2" x 6" PT BOTTOM PLATE NOTE W11/2" DIA. x 2 1/2" ALL WOOD THAT IS WITHIN 8" OF EMBEDMENT SCREW GRADE WILL BE ANCHOR @ 2' O.C. NEW 4" MONOLITHIC SLAB PROTECTED FROM W/ THICKENED EDGE (FOR TERMITE DECAY BY USE OF INSPECTION) NATURALLY +�:.;:a, ` +.. 4" DURABLE WOOD . ". •'�. .� .� ' i • . •:'.•" 10" GRADE OR WOOD THAT IS , "•'A• '+ PRESERVATIVE TREATED. THIS INCLUDES ALL STUDS AND S-5 PLYWOOD. 2014 TYPICAL WOOD FRAME WALL SECTION FBC R317.1(1-7) A_A SCALE: NTS uj W LLI W p Z ` M W Z tD 2 Q Z N V1 In W U LL 0 J 0 = r� co z - W in mm Z HZ3 J CC Q Lu p Q N Q Lu asdr N U 0 O W ILL LU 0 Y N W Q fZ = J Uj W Q U Q U F— _ ~ J U QOco W z W N U) 0) 0 < C) r- ¢ m 0 0 —1 a. (nM.JIlU_ DRAWN BY TP DATE DRAWN 10/08/18 REVISION 0 0 SHEET NO: A-4 Q p•: y •;2 \ a: W co W o' a.'• jO (~nw' •��� .•' • #14 x 5 7/8" SMS W/ 1 1/2" DIA. NEOPRENE #14 SMS x 1" MIN. LONGER FACED WASHER @ 6" O.C. THAN PANEL W/ 1 1/2" DIA. NEOPRENEFACED 4" COMP ROOF PANEL SELF -MATING BEAM 4" COMPOSITE FLASHING WASHER @ 24" O.C. ROOF PANEL ALONG LENGTH OF ALL END BEAMS J:U^e'�L:iLE,y ti`,,a�,'�':M• Zvi°':r.: r. �:, �:i n... it. ,�INNr. *`:'�y«E• ,.y� yy ,rfH .•tl;;:' .tA ,'y`� .,$i"L. 1. ., , °i J Yj B i �•7,}r!'k�4 \�,4 FH ti✓4,. 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S,f-, ,r[;r,: .-. w'� t,'., -Sa, t' s�,1•.s:• a FM1.•1Y1:�yC. 'ACC d. .. �P:If, R^_4,�)i^. in y,`�t, Y ..!,•r+h, ,:r.;;,-�r•t +{!.: :J rr�.�li:: ]1... :R1L?= -t e. • ,t^ :i•'l»�1t�"�'�rv^ w�tA.:"'la"C�v.r. �:i',J'.ri'!t�; ai::ti '+: 'r;?.r :x. '"" a,..:,.f :al, 'v_.� �,, '3^•« :'�!' �..:.y �.. �•t ' 'y • ? ♦. .'.<!`. �..,,,,.• ro^.. :•y,.,,r�s'�36k,.,n �g;3 •;,on�cti..iY•..•:d a"�.1�, vY. r. C•h i� .};• ry. "y:;id l.'^i?�,, ..'k. • 4,.Or N�•�� i+•; S. r •..r � �. .: hr 'J� NEW WOOD . .e.1..+ .i, _ ...._ — __._ __ .— — .�. _ { �to-,,r" . Y;t.,s.; ,c�i ''+ t:"..vY,C.,. •..;..?}._„ .. „ i2:f». i�'S.^.'`,K.171v!S:�'l.t I FRAMING x 3" ® 0 2" x 3„ 2" x 10" SMB (2) M S.Y.P. #2 END ® o END BEAM • • BEAM — — 1 112" x 2 1 /8" x 1 1/2" x 0.062" • • • ! I ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH \ IIS SIDE OF BEAM & (2) 3/8" DIA 3/8" DIA THRU BOLTS INTO THE POST ® / \ THRU \ I ! \ \ 12" 3" x 3" CARRIED POST 2" x 10" SMB • UPRIGHT DIA KNEE BRACE I THRU BOLTS2"x 10" SMB / 0.062" x 2" LONG ALUM I I (4) 1 /4" x 3" LAG SCREWS RECEIVING CHANNEL W/ (3) / INTO WALL STAGGERED #12 x 3/4" SMS EA. FACE& I I I (3) #12 x 3/4" INTO POST I I ® 1 1/2" x 2 1 /6" x 1 1 /7' x 10" x 0.062" j ALUM RECEIVING CHANNEL W/ (9) #14 x 3/4" SMS EACH SIDE INTO BEAM ® S-6 KNEE BRACE CONNECTION DETAIL A_5 SCALE: NTS S-7 RIDGE BEAM TO ROOF PANEL CONNECTION S-8 RIDGE BEAM TO WOOD WALLATTACHMENT DETAIL A_CJ & CARRIED POST CONNECTION DETAILS A-5 SCALE: NTS SCALE:NTS x c; Lu Li W W p z .m �+ z UJIw 3 W z a J c z Z Q Z z O ZW W V LL LL O z CL 2 CL a c C LL �U� z v N LL z C m V ento -8.9- z u 'Q cr 2 LL 5 �Mnn i LL Q CS a LLLLF W W a.m,q 'n Q Lu z n ^..:' W QFg 5 LL c � r z oLLI L s f W cl Zn Ln J J W a�Q b Z W 0 Cl) H N N o Q ~ > S ~ F X M D C. U)fO OJ O.. 11, DRAWN BY TP DATE DRAWN 10/08/18 REVISION A - A - SHEET NO: A-5. f. -. RCCFIVF® NOV 1 81010 RerMittin9 De St. Lucie;Qt!�ment