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V ao i'i -? S P) r R 0 hee-t Index iQ 10:'r o j c c-t N o-t c o : C-1 Cover Sheet, Sheet lndex, Product Approvals 0-1 Door & Window Details t a g M15C. HARDWARE DDORS 5-5 Site Survey (by others) D-2 Air Barrier & insulation Criteria o a Exterior siding &trim shall ba secured w/ Type 316 Exterior - "PlasPro" opaque Fiboretas 5C doors w/ composite frame A-1 BUflelfhe Elevations Shower Details .N RESPONSIBILITIES OF THE CONTXACTOK Splices shall be shall be In accordance w/ Chapter 7 of stainless steel ring -shank nails. per schedule, Impact rated. r� Contractor shall Apply for and provide all Permits and lnspoctions as AC1318, w/ a min, splice of 48 bar diameters. All other connectors, malts, belie, screws, washers A-2 Floor Plan, Ff nfsh 5✓'chedule, door Schedule M-1 HVAC flan & Detail is a p1 regdredforallaspectsofCanstrcut(onaoshownOnthesedrawings. CONCRETE MA50NKY shall be G-90 hot dip galvanized. Garage overhead DAB Doar Mf g. Co. Hurricane Master #824 A-3 Foundatfon Plaf1 & 5chedule, 5anitary Riser E-1 Electrical Plan, Load Calc., riser � L c ' � Interior Doors - Hollow Gore Masonite 6 panel doors prehung in !1 u u The Contractor shall determine moans, methods &sequence Concrete block units shall conform w/ ASTM C-90, SEALANTS wood frames w/ Colonial paint grade trim. A-4 hoof Framfrfo Plan, Canne0t0r & Untel Schedules & Pmhclboard Schedule E < ,p of construl;Von operations, Mortar shall be type M w/ a Fm of 1500 psi per ASTM C270, Exterior gun -grads caulking shalt be sfmgla part poly- " WINDOWS Impact rated LoE240 A-5 Wall SeCtlons ?-1 Roof Truss Layout b others m ' m Contractor shall furnish or provide equipment, oppeerations, labor & urethane, 51KA 1-A Construction Sealant"Windows shall be aluminum frame, p , argon filled, y y z s N materials, naassary to performand complotetf�Projeet. Placement of units shall be straight, level and plumb Window &door frame tow pressure foam of A-6 Wall 5ectfons, Construction Details p gray tint size as shown on Drawings. Temporary sanitary facility shall be maintained on site during constrtett(on. and true to a tolerance of 1/8" In 10'. DOW "Gromt5tuff Pro" Window & Door Foam Sealant Minimum U factor _< 0.58, $HOC _< 0.24, VT _<0.25 '� E N Contractor shall verify location of electric, CATV, telephone, water, gas Provide DUK-O-WALL standard weight all galvanized #9 (blue containers) Air leakage 0.30 cfm1SF of window area. 7� & sanitary sewer service prior to start of contrtction, gage truss reinforcing at each second course of masonry U uld m Waterproofing Membrane - ProtectoWrap Manufacturer shall be MI Windows & Doors Q�iQ�DD QIID JJa II The Contractor shall review drawings and o i site condlCions prior to "L M 200" shall be applied In double coat around .- a interior window & doer rough oponfng and shalt extend Single hung #185 5H flange frame permitting and start of construction. Lay concrete blocks In running bond w/ successive &' am exterior btook surface aft around Fixed - #165 PW • flange frame - Florldat 15uildtng Code - i oolfdentfal (F15C12) 2017, Editfon 6 - ASCE 7-10 - NFF`A-70/NEC 2014 N the contractor believes he has discovered errors and/or omrnisslons courses lapped 1/2 of a unit. INSULATION GYPSUM DRYWALL in the Construction Documents, heshall notify the ArchitcctInwriting Vertical Masonry Reinforcement; EXTERIOR CBS WALLS gyp - PrcJoct Address 2802 FlorfilaTerrace, ft. fierce {St, Lucie County), Florida Per FBC R 702.3.1 All sum board materials and accessories shall for cfarff(cat(on before proceeding with arty work. P the contractor Fill calls where shown on Drawings w/ #5 vertical and #5 - Contractor shalt install 3/4" R-5 " Polyiro" foam board conform to ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, Occupancy - Single family Res(danee,"1Z-3" 5a e 1 c Load Factor e falls to give such notice & obtain written clAHflcmtfon, he shall be 46 diameter overlap dowel to footfng & do basml for all walls. exterior wall Insulation on inner face of CBS walls within C 1047 C 1177 C 1178 C 1395/6. O res ons(ble for such omiesion s and for the cost of rectifying same conditioned space. tape all Joints w/ Mytar "Door" tape, „ ' , T e of Construction - W 5 - Un otected, and rinklad ASCE 7-10 V ult =170 mph - Exposure "D" - 3 -second burst p () y g Grouting of columns, bond beams & lintals shalt be in 3000 seat afi cuts & wire/pipfng food-thru's w/ low expansfon Per Fire Keelbtmot: Design MMLW published by the Gypsum Assn, Type p p p The Contractor shall be rosponslMe for safety and compliance with psi concrete as required per F6CK 606 and as shown on foam, ASTM E $4, Gyp51a11 Wall -board has a Flame Spread ilating Buildfng Doslgnod me: "Enclosed", Entry & Porch "Open" ' • �i OSHA federal and state rogu(at(ons on the construction site. these drawings. INTERIOR GARAGE DRYWALL PARTITION U 1 t d (i'10 A r C e'±i Per FDC Table 16o4.s project buildings are "Catagary iI " -Housing i, (F5K <15, 0 Smoke Developed) U � Contractor shall furnish or provide on -site supervision equipment, WOOD K-13 fiberglass Batt Insulation w/ rosin impregnated Kraft A/ C aif roes 1915 5F ASCE 7-10, Risk Category 2 operations, labor & materials necessary to perform and complete Wood used In the Project shall be straight and true to a paper moisture resistant membrane. All GYPSUM WALJ 60ARD AND AGGE550R1E5 SHALL 6E Internal Pressure Coefficient s o.18 O Gaaraage 400 5F= MANUFACTURED IN NORTH AMERIGA AND 6E FREE OF Components &Cladding not speclficany an Cover Sheet below to be + or - 75 poi. 4'" <3 the Project. tolarmnce of 1116' per foot of run, #2 and better, hand UN -VENTED ATTIC SULPHUR OR STRONTIUM CONTAMINATION. E retry 52 5F Live Loada - ltooidonoo intarior floor live load - 40 psf v Work shall W done in accordance with applfcabfe local, state &federal selected. Insulated attic areas shalt be from un-insulated areas with C ove-red ratio 240 5F Roof Live Load mfnlnimum = 20 psf (Increased per F9C Table ISO9.65) �,O'f� R-20 vorttowt foam soalod from roof Book to drywall coffins. PAINTING SCHEDULE bottom cord = 10 of _ building and saftioy cadet and with manufacturer s pubUshed Instructions. Provide blocking and deadwood as required for Code p (20 psf rn attic truss area) 4l Contractor shall provide owner with if one year warrantee on the compliance, fire blocking or wall hung equipment For Wit-806.5 - "Unventod Attic", the attic areas over Paint shalt a first grade products of Flarlda Patnte, BenJaman Overhang = 2' 0" Koof Pitch 5/12 Mean bulldfn height =14' 0" p y conditioned areas shall be (nsulated with a on call, spray Macro or Sherwin Williams TOtaal 2Es07 5F m g ;REVIEWED F(71 i entirety of the completed improvements and additions notwithstanding ROOF $HEATHINO shall be one of the followingnailed p Per FBCK Table K301.2 1 weathering = n li isle, termite dams a very heavy w>arrantaes Issued upon individual components sY manufacturers or sub foam appl(od directly to the undorefJo of the roof sheathing. Exterior Stucco U ODE COMPLIANCE p p per Schedule or as noted on Drawings. Nominal 5/&' Primer - Sherwin Williams "Laxon" IPBa(1D DUJ01r IIB.r3W]313W i�IF1F11DD 1711V — Cl�,' IiXII1aCID�1ffiI3°ll° °3 (A (0ILA 6DDrD11W(9 � � p '�'. LUCIE COUNTY - Contractor shall install lcynona Cl;aselcMax open call, contractors, The 1 year period begins at date of acceptance by Jur(sdlctlon. CDX plywood Two full coats of "Duration" latex a „,o o ; 100%orator blown air Impoarmabte polyurathano spray foam Product MAnt�facturar Model # FL #/NOA Im Method of Attachment WT°ableRb01.2 fries BOCC Contractor shall provide complete payment for all labor & materials PRE-ENGINEERED WOOD TKUSSES Insulation with a nominal thickness of 51/2" (K-value = 20). Interior Drywall used In the Project. Pre-engineered wood trusses shall be deslgnod and For ICC-ESK 1826, Intumescent ignftlon barrier shalt Its Primer 5H windows MI Windows #18S SH alurr�num FL 17499.8 Yee 3M6t' x 3 3/4'` bugle head Uitracon at 12" o.c. + 48.9 () 48,5 + - 55 SOIL certified by a Florida licensed structural engineer per applied per ESK 3997 Table t w/ a minimum dry film thickness (1) coat tntcrtor grade latex drywall primer Fixed windows MI Wlndaws #185 PW Impact FL 15349.E Yes 3li6 x 3 3/4 bugle head Uitracon at 12" o,c. + 45.0 46,5 + (-)55 0 ^v - Clear the bufUlmo area of trees, roots organ(ce and FBC 2017 requiremonts for V A =170 mph Exposure of 14 mils (1.25 gallon /100 square feat). (2) two fulf coats matte latex Opaque Doors PimettOro, Inc. Series 0 Poses - 8 FL 15210.1 Yes 114 x 3 3/4 b le head Ta cons at 14.5 O.C. 43.77 + - 65 other deletorfous materiale. D" wind zone. pOW�Greatt3turf Pro"aWlndaw &poor Foam wlant interior wood trim &doors Opaque Doors Plastrro, Inc. 5orios"0" Pelaas - O " FL 15210.8 Yes 1/4" x 3 3/4" b fe hoed Tapcons at 14.5" o.c. 43.7 (-)47 + (-)65 N r In l �7 �Zo� Backf(tl with selected remoter material in 15 maximum Installation shall be per Manufacturers requiremonts (1) semi -glass latex primer „ g (blue containers) Entry Door Piastrro, Inc. Soria W Fibarelmar FL 15160.1 Yes 1/4 x 3 3/4 bugle head Tapcons at 14.5 o.c. 43,7 -)47 + O50 O lifts and compact to a minimum dena(t of 95Y. per ASTM and signed and sealed wood trues englneared shop (2) full coats gloss alkyd, latex _ D-1557. p y p drawings. KOOFING PLUM15ING NOTES soffit 3/6" BCX plywood N/A NIA s a ;yP,°, $ •;�i"&e°°° ° ;� ��; �,; k ""°a w al" (-) 67.5 + -125 u- i Areas that era ra excavated for foundation lnstallat(on Lifting, placement, temporary and final bracing Underlaymeirt shall be PolyGlass "TU ii Plus" self adhered Plumbing system shall meet all requdrememts of the FBC 2017 Plumbing Code. Underlayment PolyGiass USA PotySttck TU Plus FL 5259.1 N/A Self adhered (-) 95 120 U shall be tested and satisfy a min, 95% Modified Proctor and Imtornal connections shall per shop drawings, membrane. and local requirements. Provide all Porm(ts and Ims actions as required. a hex- ea e e rows, e e a en®papa wf cri danstty. Wood In direct contat with concrete shall be pressure - Roofing shall ba Extreme Metal 26 gage 5-V trim Galy q p q Metal ooffng Extreme Metal Fab 5V Crtm , 26 gaga FL 17022.1 N/A row f n 26:3 (-)107.3 (-}228 Allowable gross soft pressure for foundation deafen (a p g g g p Verify location of sanitary outfall. N g p g treated. alums roofing panale installed per manufacturer s Product Sliding Door PGT 5570 vinyl eliding door FL 251.4 Yes 1!4" x 3 3/4" bugle hared Aggro sorer per FL# 43.7 - 7 60 60 1500 psf and shall be verified by an Independent testing Materials labratory. MISC. METALS Approval for 170 mph, Exposure "D". 1, sanitary Waste - PVC OH Garage DAB Door Mf'g. Hurricane Master #824 NIA Yes Vex0 Elco"Utrzon"stt6" ox. stagffiIthru 2i6 40 () 46 62 (-) 70 CONCRETE - Concrete shaft be ready mixed per ASTM C-24. Supply miscellaneous metals as required to complete CERAMIC TILE 2. below, grade supply - Type "K" soft copper. door 17-1108.30 andSh6"x15/8° HD(31ag�raws#6 olc ®Jambs Fbc table Rso1,2(4) h It d l It t h of 3000 I structure and other compononts. Per FBCR R-702 4 ceramic tile Installation surounding 3 Above rode su l . YUPONOR "PEX" w/ Concrete a a eyaop a m n mum s rangt ps at 28 days. WOOD STUDS tubs &showers shall be Installed over 1/2" cement g pry heat sat non metallic connections &YUPONOK Products identified in this Schedule are the direct result of the Products manufacturer in desienins, Lestins & sainins approval for the. Product meetine Lhe requirements of the Florida Buildins Code. By cignine & seeline of this document, KEINFOKCING Unless otherwise noted on Plans, wall studs shall be #2 backer board. Soo Shoot D-2 for addhttanai installation system air expansion chambers &valve connections Lite RrchIL2cL Is acc2pLine rocponcibfiiLw for the selection of Lhe Product in m221ins the requirements of the Florida Kelnforcing steel shalt be deformed, new billet steel in & better nom(mai 2x4 Hem -fir. details utlll;dme Schluter Shower Systems products. Building Code but not for the responsibiliLw of Lhe Product Itself. accordance w/ ASTM A-615, Grade 40 and detailed per Carmmfc tile to concrete floor transitions shall be "I have reviewed the above components & cladding & have approved their use in AC1315. protected w/ appropriate thickness Schluter "Scheme" the structure. These products provide Adequate resistamce to the wind loads edge strip. SEE 5HEET5 M-1 Ati_-1 FOR HVAC 4ELEGTRIGAL NOTES & forces specif led by curremt code provisions." Jahn M. Foster Architect -Florida License #8511 / MAR PM ,... ........ ............. .,......... ..... ......... .....__..........,..... I 1 i n i i i E t r opah thru �� I uuu ! A/C 000 ..... .... --- ; +43.7(-)47.0 +43.7(-)47.0 +43.7(-)47.0 open thru I I;bl- . 11 �.j .... ............ ... . ..................... +43,7(-)47.0 +41.0 (-) 4-4.1 vihylframe impArt +43.7(-)47.0 rated Ineuistod pl(ding door l �J 2� On +45.8 (-)48.5 typlosl roof ovrhahg aU around ......... .....:... .................................. um frame Impact Inpulated wlndows f , 7 12 fstu�i hor(zar+tal ®idgn 5-v Gaivalume rooflhg i {raipad top of C85 wall IMMOMMWwwto 5f41 x & Hardia7rfm fascla all around dlght texture wwoco on COS walls lhoulated gale, eteel garage door ssnd fln* ralsad etucco bands Fli+leh Floor V +43.7(-)47.0 +43,7(-)47.0 +43,7(-)47.0 +3a.8 For prc6sures frorn FBC 2u-11 Table K-3D1.2(2), 301.2(3), ........ ..... ,......_._:.. ... U�; v r- 1 T Z ;tt Urzt w rL 0) I IL (j 0 � L Q � � ••yam \Vl � it Ll ,� s. LL N REVIEWED' ODE COMPI. SST. LUCIE CC ! I3OCC CE 1'Y ....:... ..: .... .:...... ....... ... .............. ......... ........... ..................................................... .......................... .. ...... .. . 511011 aS E U 4 rt a 138 230 14 ' Ib i au� m 54 14 q ,4 96 1 4b add ua m3e t 1{ 1 11 II I 1 1 11 I tlC I 11 '; dlmens(on r mum 43 o a I \ 96 U \ < V? pX Q Y i� 11 I L L c� L=W U U m a 1 u \\ I 1 _�a"->, Qm u L L �160n� IL III x toll` uuu�su ar L z- — �__ _ — __ — \ 0 fi teas ^ sea a ress •see 1 1- R o U U i� \ wndowachedule \\ \ ,f wndowschedule H5 �cCbD U� o O11111111111111 TOM G7 a ca r I r1 � Q s ��� 1 I 1 5fZC Type l�vor Mat 1. Fralme _ N y \ ' W 4 ,( w Magtcr 13 3oeo sc Kltohen 3O �V Y all \ 1{ ili 31 0 11 Al b, 11 1 II II ❑ Flbcrgla5y F Q1c�55 /� /� X, 13'411 4 t �, 15'C? 2110 4 1110110 I /1 I a ( a 160�0 Sara � al,�. Steel CB5 / ® ,908cP 5lidfn V1nl Vinyl Y YiLl A- 3C7 5G Wood Wood x X " a \ I I A a o30 11 / e 5 30FP� 5 Flbergfa5 F'g1a55 j( X ,`' range ql ,i 411 ¢i'41 ' 1011 A n 31 .1 11 4 11 ,V I G It \ '' I i d(sp '1 J WQ68 Yt . Vl. "1' 4J °T 4. K1 \ AIC Gaud. 1111 Note: U5c printed dimensions only, do not scale draawing Area Floor Base Wails ceflime 00 Ht. Komarks Entry Concrete Stucco Stucco on Fly'wd 9' 4" Foyer Ceramic Tile Wood n/W G/W Hall Kitchen Pantry Lfvfng / n(nfn� Covered Patf o Concrete Stucco Stucco on Ply'wd Master Bedroom Ceramic Tile Wood D/W P/W Master Oath Cer Tile C Tile/DW cer tiie walkewoot to 4' - bulinose car Car file to collfhe 0 shower Master Closet I Wood W Bath 2 CCr Tile Car Lila wai Gar the to o ewcot to 41 - bullnose cap flfn0 0 f(ber®lase tub Bedrooms 2 & 3 Wood i Bedroom Closets Cartage Scaled Concrete q/W-CBS 9' 8" * * 0110, levgl same se house Ffnlsh Notes exterior Malls to be painted CEIZAMiC TILE coMcrete block - Ceramic floor the as selGted by owner, dyed ®rout, - install per SBCGI & Tile Council of America details w/ "flexible thinset", - Wall & shower tile Installed over taped seam 1/2" " DurKock"oemeritltlons backer board. - See Sheet A-6 for Master Bath shower details Y V f M C,J Q W C H Ct� l,l Verify rough opening sizes per Manufac�ull l-'s Schedule Index Type Commodity # Impact Nominal5fze (WxH) Egress Kemarks 0 Alum, frame 51-1 #35 Yee 531/611 x rovi Yo5 Top sash muntfns Q Alum, frame 5H #35 Yee 531/6 x ev Yea Q Alum frame fixed Yes 56" x 161 F it tempered Single -hung windows 4 M1 Wfndowe & Doom 5eriea 185 alurglfnum flame frame Fixed window - MI Windows & Poore: 5crfi:6185 FW aluminuln flarigc frame Glans - LoE 366, argon fill, U E .58, 51-10C - .24, , VT = .45, half grey fibcrelaes Screen Closet I N eleci, meter `t III 28aa ge, Hall -tg• 5�1th 2 ;. lU `. 2066 well 2068 wd f ifl lower louver \\ all MG 1 I[f I; Iri � r e 4 - His. , 41 d q (�, IN I A. 11 ' I 31 /ri 1111 10. 11 , \ O 12p�. i[_ i L shower Zr ^ ,/ \ a-4"Jw9 CLV++ - �5Sh c106krt N u Ln ip _ / J 9 i 55h�q,hq 40686( m \ �I Na aWeY I " I ¢ p 1 I{ 9 4' g" l ` Lfufng fi�rea Ut 1. \ 3 4 1 e 4 +, o 5hr� i8'a'�A� as 2 = u U IN Master 5ath 5ed room 3 r ' ' 3 a _ wseher wall box �� ,� o _ � seat � lt�I • 4 11". 71 2680 5C f�-ro 4, 4 dryer vent 0 K-13flberdlass In® 1-- �y i do oara®e wall b , 3" die, WM bollar, © a 01 steal s i� d'" l 0.1 u ti 131 A 11 4 N (7 A II A It 1 ry IC / Horne Off foe, rw pt to+ O lj 1�Q�y XqXq Y El r __ % MIL pull do I "Air Ehry REVIEWED PIOR `o F DE A_5 q COMP LIB NCE r % Tit: L } � U i OWINi BOCC < S- S6 10,41, 31410 84 3 i HB CO I V °` u NN I , 4o Fi�E aoP�r tZ �I 1,311'T ° P. G/ $ V11 1 201 a'i Code Compliance F�III dlp°ig Arca� 31' G V F5C 2 017, Editfori 6 - 170mph, AIC area 1915 5F AgSCE 7-10, iZlsk Category 2 Garage 400 5F F5C Ed(tivn 6 - 2017 Exposure Ilp" Entry 52 5F � i A5CE 7 10A Kink Cat or 2 Main 6ulldln - Enclosed Covered f atio 240 5F � � � Covered Entry & Patio - Open EXpoSUre I'D" - 170 mph Mean Hcfeht = 15' It s 11 NFF'A-70 / NEC. 2014 NFPA -7b / NEC 2014 Total 2�007 5F typical overhang N Oil around N P-c OF' e ��0 Sheet M.FgdD 9 of 6 . ARGN\4 e air Hot valve under counter 2 1/2" rvc 3" PVC to WC 3" VTPI 1 1/2" rVC ' to Lav rVC to Lav 3" rV C 2" rVC to ehower 4" 2-way G.D. connect to septic system w/ 4" PVC ............................................................................................................................................................................................................................................................................................... 5P0" moor a o usy�E 23'0" 14'4" 113516" 916112" 1135/8" a°3a a ° peat i3:e L Sp rX i� L E L ° 2" �tr eA, W - -- -- - ---_ -_ - i S m A U 3" C.O. ° a K sink p s P u�11/2', G =4 :F"4 -E°�y m i to Lmv i5 �'..�" i! 5/PJ" U0 L i°4too to VT' rVG Q o+3 o 0 'l? I• iLU �Pll i 4",j L +� F.4 F �..i. °m430, 0 �r u os_ %3.1/2 drop. t- i++ o u 3/4' recass .. { X Ls � 0 0 for door.% ' threshola�" ' ` washer box rVC 21/2" rvC 5 a ri l e a r° y i`� i e r NTT 5anitary Lifnc 510pc5 Pipe, 5fzC 510pe per Foot Max, Diet, Trap to Ve 11/4" 1/4" 5' 11/2" 1/4" 6' 8¢' 21/2" Vail V' 3" 1/5" 12' 4" 1/5" 16'= From F5C-p 2014 - Tablc 704.1 F O U tI t i a V! Q h 5 C H C &i U[ C FFE = 53,0' (aoeumcd Datum) Mark WfAhxThickness xLength Reinforcing Remarka F-T 1' 0" x 1' 6" x L (3) #5's cont, w/ 45 dfa. corner bars F-2 D' 8" x 0' a" x L (1) #4 cont. w/ 4$ dfa, corner bars a gaeage step-down �-3 3' 0" x 3' 0" x 1' 0" #4'5 0 6" o/c both ways, bottom top of foot(ng 1' 4" below finish floor allx 0' S" x L (1 #4 coat. w/ 48 dfa, corner bars along outside edge of Covered ratio HH D" x 1' 6" x 3' 6 (3) #51s cont, & #4 across 012" o/c ratlo column ft' , - cast curb 0 O' C" 48 Diameter Rebar Minimum Overlap Chart #4 = 24" #5 = 30" I #6 = 36" - Design based on compacted soil bearing = 2000# per sal. foot - Minimum 3" cover for all foundation reinforcement - All footings except F-3 arc monolfthfc, cast w/ slab Typical Floor 5lab 4" - 3000 psi concrete w/ 1 1/2# of Ffbermesh / polypropylene fiber reinforcement per cubic yard of mix. Nace over .010" polyethylene vapor barrier on treated, compacted clean Sand fill. Driveway, 5ldewalk & A/C Slab 4" - 3000 psi concrete w/ 66x1010 wwm on compacted clean sand fill. Install 1/2" closed cell foam or FT 1x4 expansfon jofnts where shown on flan. Slab Keinforcemcnt Reinforcing steel shall be deformed, new billet steel (n accordance w/ ASTM A-615, Grade 40 and detailed per AC1315. 5plfcce shall be shall be in accordance w/ Chapter 7 of ACI-31a, w/ a splice length of 48 bar diameters, a] lndlcates location of filled cells w/ #5 dowels, m(n. 32" above slab h-1 12" x 12" column block w/ (4) #54 vert. & #5 dowels to F-3, Cohcrctc Notco 0 0 13' 4 " RIM 31, 0 " 51' 0 " rn v � u N z �l u. 0 O 'a<Ito O 14 a L o U � � a u o � U � � � o U � LL O N REVIEWED FOR CODE COMPLIANCE 5T. LUCIE COUNTY BOCC , _..... ..................•....... 'N�,•, 511 .Ga I i -It GolUmn� Size Tye, Kcmiarki5 C -1 12" X 12" A5TM C-90 column block (4) #5 vert & #5 dowels to ft'g & beam, #3 hoop$ 01211 o/c, 3= psi cone. fill C -2 1611 X 161' triple filled cello w/ 3000 psi concrete corner column filled cells w/ (3) #5 verl;4 #5 dowe16 to f4 & linter, locate per Floor flan C -3 aIt X 16 double filled cello w/ 5000 psi concrete filled cells w/ (1) #5 vert,& #5 dowels to ftle. & tie beam, locate per Floor Plan 48 Diameter kcbar 5pllcc (overlap) Chart #3 =1811 #4 = 241' 7 #5 = 3011 #6 = 361 1 Minimum 11/2" over for all column & beam relnforcemert 5Cam5 Mark ITop5m. Derscrl'ptfon KeWorcerrlertt 15-1 914 (2) courses beam block - nom. 5" x 1' 4" beam (2) #5 cont, w/ 46 dim, corner bars - run across all lintels 5-2 9' 4" 8" lintel w/ &'- 3000 F5l poured cone. above (1) #7 bottom (2) #5 top, #3 stirrups F 12" o/c All connectors are products of Simpson -Strong -Tie We Co,. Abbrevlattons "HDO" - 6-80 hot dip gZAMI'mm DO NOT 51,15STI UTE TYPE Of NUMSEft "85" A Type 316 staintees steal Index Allow # Actual # Fasteners Kerriarks Mark Type Uplift I F1 F21 Uplift p1 F2 BM/FL/Wall Truss - Grder X-1 2 H ETA-20 2036 1225 1520 IWO 216 151 Embed 41/211 (10)104 X 11/211 DOUBLE wrap over truss MOT 3965 3100 (1)6/e't x12"HDO (22)10d Order Truss "l7XK</^_b10it X-2 (Alm) bolt X-3 H ETA-16 1610 W 725 276 174 174 Embed min. 6' (9)1od X 11/2,, wrap over hip truss X-4 LU5 24 480 225 (4) lod (2) tod (2) SI8" x 12" HDO X_3 HOT-2 10980 68o0 anchor bolt (16)104 templates &D. locations X-6 LT5-1a 775 250 (6) lod (6) lod drop-outthru sheathing X-7 (2) M L-24Z 250 125 (2) SD51/41 x 11/2" (2) 06Ile x 11/2" top of 0(rder truss brace X-a H1rG5 1470 1200 (4)3/8"SST Titan 1 (6)Nx21/2" "Goof strap" forX-1 except girder trusses L. j m ^, e� Kated Loads from CastCrete Structural Manual, 2011 edition Mark Designation Locatiori L H Added K6ar earths iri # u$t # u4 lzemarks L-1 8F8-25 w C-1 to wall 6' IV 6" (2) #5 bottom 1236 225 835 580 miter and over C-1 L-2 M-15 Entry front 8' &1 8° (1) #5 bottom 752 275 591 125 miter ends over C-1 L-3 W14-1SAT recessed Front door * 6" 1' 2" (1) #5 bot (1) #5 top 1756 1300 867 1200 run 5-1 rebar thru Iintols L-4 8F20-25/2T Garage OH door 1714" 1'&' (2) #5 bot (2) #5 top 950 259 500 145 L-5 81`16-15/1T #35 windows 5` 4" 1t *1 (1) #5 bot (1) #5 top 53W 1750 2290 1450 L-6 6F16.213/2T #35 windows 0 OKA 5' 414 1' 4" (2) #5 bat (2) #5 top 63W 339 2093 253 L-7 SF16-15AT M. Bath shr 640 114t' (1) #5 bot (1) #5 top 34BO 259 1680 L-8 M16-5,15 rAtfo sides tot bit 1t 41 (2) #5 bot (2) #5 top 1533 685 1163 700 L_g 81`16.2T, 2B Patio rear 10' ia' 1t 4" (1) #5 bot (1) #5 top 1533 259 1163 145 HlDri slit all window sills varies 6" precast window sill All lintels shall be "Cost -Crete" - 3500 psi concrete, Grade 60 reinforoin (1) #7 may be substituCed for the 2) #5's shown p g Loads shown are per lineal footI'LF) ..7 /{t• 1 ,lt ,1 2't clearance (2) #66 top #3 hoops 0 12" c/o #7 bottom [Intel , -2 Plea! 5cale -:2" = 11 att Koof Zone Plagram I,V ------------- s k a B 6 i • i /ffi 4 g " t a N --i f 1Koof Sheathing Nalling Schedule 104 rlgehshk nAfls at 6t` o.c. In field, 4" D.C. edoeo of plywood sheets 8d ring -shank malls at 4" o.c. In field, " D.C. a as of plywood sheets, 3" o/c along edge of eaves, hips & rl4es fi�aaf 5helathtng 5hemthing shall be 5/8" CDX plywood nailed per this Schedule. Kcar Porch attic Verb ati0fi Attic Ventilation - Per FBC 2017 iZ-806.2 1 part in 150 req'ci. Area ventilated = 240 5F / 150 _— 1.6 5F open area Standard alum. screening = 30% solid area 1.6 5F x 130 a/o = 2.06 5F :screened vent area Norrifnal ro" x 18tt vents = 0.75 517 each 2,0a 5F / 0.75 5F = 3 vents required & provided NO KIPOE or OFF -RIDGE VENTS KEOUIXED or Pl20VIDED Truce Note Pre -Engineered Wood Trusses Prs-engineered wood trusses shall be des(gmcd and oertiffed by a Florida licensed structurst engineer per FBC 2017 6th Edition reqqufrements for A5CE 7-10rK(sk Cat. It -170 mph 9-second gust, Exposure "D" wind -zone Installation shall be per Manufacturer's reotuiremante and signed And sealed wood truss shop draw(n gs. L tine, ptacoment, temporary And final brsofng And InternA! conneotfons shalt be per shop eiraw(ngs. Connectors Internal the trues set shall be sea a no -MA e y rues ng near. ALayout per Engineored Truss Plan attached to this mwing set as last sheet. Soffit & Porch / Entry Calling Nailing Soffits & Porch callings shall be 1/2" PCX painted plywood. 5affite shall be installed w/ N stainless steel ringg-shank Halle 0 &1 o/c alone truss taps & sub•fascis. Fit aluminum "H" trim across soffit 0 panel points. Fre-Install soffit vents per Framing flan. Porch callings shalt be Installed w/ bid stainless steel ring -shank nails w 6" o/o alone trusses & blocking - 4" o/e , slome a4erfor beams. Trim w/ 1/4" x 1 IX' smooth lattice w 24" c/o both wAye. Fasten trim w/ 64 stainless steel finish Halts. Moisture t3arrier Wood in direct contact with concreto shall be $oil contact rated, pressure treated $Yt' or separated by a double IAyor of 30# roofing felt from concrete UmvemIt, cA Attl'c Contractor shall install dlrect roof sheathing contact polyurethane Insulation & Intumenscent Ignition barrier as listed on Cover 5hect. The unventcd attic space is completely contained within the building thermal envelope and no interior vapor retarders are installed in the ceiling side (attic floor) of the unvented attic assembly, NOTE; Both conditioned area and garage attic shalt be Insulated w/ P.-20 spray foam Insulation, Q I IV 6 It ._r.�r/.r vrrrar /ar's� P i r N L 1 ! 5110 It 23' O " !1 4 1 91 6 it t B-2 i i t L # X-6 I j a t t B .�.(// riaa atLRm L_ 1. __ _ ®fir- ._ �+/_I,- _ ---- - _-_.eRaaar - _ _ - - . __ -. -- _ akasRae a- - ----- --^-T----- -r-----I--;� t-----i------r-----i----- .,�. - ` 01' mLrtas a® -_- - __ .-..-.}1 _-__�}.-__--, -..._- -F .....�_--n _/-�_..'.�•__. ��� � T_��r� aaaa U 4 1 1 1 i fi� <1 1 t r i If I I s a T i t1 1 1 I 11 I I i t 1 i Itypicalr 11 Bj - r I I! I t P l II I I S ! X-Ei1 i I I I I II t' lfi t ! .-51 1 ,,IL'31. 1 L-5 I I I I I r ! L - __1. _ _I_ " Girder GSA 2x4 blo ncking all Around i 1&4n RE rra` 01 Girder 2411 c/o in truss 401515" bit I atoll Frarriifie Plan Notes �A 0 Zx411rat-runs" on top of truss bottom cord, wl (2)16d ring -shank malls to each truss 1/211 13CX plywood Porch ceiling - see 5heathin® schedule for fastener pattern & size (2) 5YP 2x4 diagonal truss bracing w/ "X-76" 0 each end - brace top cord of girder truss back to rat run Construct 2x4 "backup -wall" behlnd truss "GCE" - fasten thru truss w/ 16d ring -shank nails 0 6' o/c Girder _T�'_F ;� f L O 01.r u us E p3umR % 11'it LA 44:E 2 41 as1�o�Q u sa3+oi� IQL}Ll If 00 �OIjO�© eiQ � t. o0 "ts o , ll• A i u L SL m e 430.20 ks L 000 S 11S �;4314U-)_< X"2 t t II 1 f 0 i tl 1 t X-71t I I II---_- i 1 X-611 aawara wawar _ _ A-6 1 1 li 7 I I X-7 it ' L-5 i z I V d � , L a,rar,�aaP roar lt_ S" V� U L '6 I X_. 0 O o IL 0) ILL S 6) I 1 •�Q`� 1 I I 11 L-3 v gt N X Girder � 1 t � ! I 1 e L-4 ..i_ 1 Koo Fro mj* m m scale-1/-411 - v oi' Urilcso othcrwi5e rioted, all truce to wall coririectore shall be Type'BX-11i (double wrap) F15C 2017, Edition 6 A5CE 7-10, K 5k Cateeory 2 Vult =170 mph, Exposure T" REVIEWED FOR )DE COMPLIANCE r. LUCIE COUNTY socc +9 r1r VTh2 from sanitary riser ridOaaivealuame hip or g p edge of roof Mow Type 316 55 cimmp TRA "Flex -Flash" Neoprene boat" flasfg uaround Ot1t*phnad d/2"oothan cv oap flashing * p 55 screws at 2" 0,0 + *....^ around perimeter 5 V-crimp - ., extend ridge cap beyond double boad of roofing ,�y� ,"�" ;. `'� ^.� edge of roof -trace tom- * exterior sealant 2 _. 'f ^ metal roofing panels underlaymont -" ,- „%'' snaps to shape shown t Wee / Hip plywood sheathing truss top cord ' .............. ..•.,,.•..,.••.,.,,.,...... ..,,....,.,..•,....•,......................... ........... .............. .......................... .............. L U U C fa `us min. overlap of flashing 3 a a�m qm L'AID �a fgg®hoieovalley h(g20"wd � P 4' LleL i� roof panels -cut to _ U 43 is.r T#� i angle of flashthe r+µq'.s u a s ®O l'•'U�< 0: `�iUNy a a oe: is Imp U }� C iiq- I- U V m U V EE Fl hi 1 ( 3a+3 o�43 �p X d MOTE - Atlsarewe shall be#14x13/4" 2" EAVe �..� PIUM17ft e VC11 lets(! NT5 I Hip / Kfeloe Detail NT5 A j K,141QC EMAOC:ap Detalt NTc J a Amy ci6 �(a 6ornetr C NT5 �C L. am Type 304 stainless steer w/ washer & norprene washer A-5) A-5 6' alum. "Flex -Flash" - from TKA Snow & Sun A-5 Spaclt;g 1657 South 560 East - American Forks, UT L34003 Alone eaves, rWoss & hips - oe* opaolne Alseram Amboy* (677) 2904669 www.trasmowamdruti.com ftx, Atone minor & mAmJor ribs f`er FL rroAuot ApprovAml F6-17022.1 "Method *1 G 5 V-cr(mp Fastcher Locations A-5 NTS F15C 2017 -170 mph - Exposure "D" 2'O"OH rVC J-bead w/ extartar saalartt w/foam backer red Typical Fascia & $offIt (See Sheet A-6) nominal 16" x 16" "Lit pier beyond ,•• "-�•.'�.'� •. r•� ria Lt-.id•1 �.,y^�d `..T/�. .'•{,. 'W.�. �. y.y.h �•',• doublo rT ix4 fire block 1/2" cellfmg ,- density D/W Liv! hg '" D/W on tx2 PT furrime 16,010 full coverage 3/4" iZ-41 poty-fso foam beard insulation w/ bonded Mylar radfant barrier. Seal sit Joints w/ Mylar duct -tape+ flit aft cuts w/ closed cell foam (1 #5 vertical In cells fi Icd w/3000 pef concrete nominal 6" x W x 16" ASTM C-90 cone. block wall w/ 9 gsge esly, Tur-o-Wall" ladder ties 0 each second course - half-rumnfng bomd -tooled Joint finish K20 spray open colt foam insulation 20 "rat -runs" w/ (2) led ring -shank matte - see Framing Flan for location 20 rat -runs w/ (2) 12d ring -shank malls 0 each trues 2x4 blocking 0 4' 0" o/c V. 5c�room V. GEooct 5-V GalvalUme roofing panels over $eff- adhored underlayment &5W CPX ply- wood sheathing K-20 spray open cell foam the, vertical 2x4's a W OR c/o w/ ffboretass acreanfng fastened across Garaec Livi me profile of ley e 1; Valley Cross 5actlorl o a. oil 'a Q p 1h 5 :• t;• 0 each X •. truss (typical all around) j 5-V Gatvalume roof panels TopBm. Garage 1/2" 0/W on Zx4 wood /` 1/2" 91W over K 4.1 FIFofI �-peed CI35 wails in Garage studs a 1' 4" o/c radfent barrier insulation solid 2x4 blockfng & 1x2 rT furring ale" o/c nominal 6" x 6" x 16" ASTM C-90 cone, block wall w/ 9 gage gsty. Vur-o-Wall" ladder ties W each second course - half-rumnime bond -tooled Jofrrtffnfsh \ K-13 fiberglass Watt insulation w/ resin coated paper vapor retarder 4" 3000 psi concrete slab w1 (1) #5 vertical In Celle filled w/3000 psi concrete 66x1010 wwm Over .010" poly- ethylene vapor barrier on trosted, compacted clean Sand fill Io 2x4 plate w/ 1/4" x rT 2x4 plate w/ 1/4" x i'T 2x4 plate w/ 1/4" x 41/4" Ts con concrete 41/4" 7a oom concrete 41/4" Tspcon concrete screws &8 2' 8" c/o sarawa a 2' 6" olc screws 0 2' W o/c woad base ood base wood base 111w4rop �.31/2"drop varies . •.,,a5,, . Typical Fascf$41 ,. & 5offit v t (See Shoot A-6) 43 z #5 reWar angles < o 0 each, '3 filled cell < ` `a z u o u• S. U u ; o r� �< < it 4 : Nt.LL REVIEWED FOR BODE COMPLIANCE light texture o ST. LUCIE COUNTY stucco on BOCC BS wall U-' O d S � � wide ourb lave! w/ finish floor all around garage �`�.•.....�'� 1„ _ 1' U" - Froht N Kcar° \ �,-� / -l.. ^ �. v.. t �._�, 1.. _ 1, v. :........_................................................................................................................................-...................................,,....,.....,,...............,...........,............ ................. ... ....... ... double 20 braces ; ; ; ; ; 5/8' COX plywood a sheathing 1 2 :0i ' �?';IiflA:;:'•'`,. �'''.,''.;.•r,;+�'•'; ;1pQ ° Clt j0I:;4fl'•. i0; '• I 1••• 1 1 4." " N 1 l I i run below ! ( faux siding texture stucco girder trues t n rat- ? wood trusses ; ; 3 0 2x4 doubter (2) layers of 30# roofing felt ��.✓JW..✓✓ X-7 I a 210,1C/c Flail View' & galy: expanded steel lath 0 each brace gable -end truss w/ built- up 20 frsmlme bahind 1 wood trusses double 2x4 bracee a 2' o" o/c 3' D" 2x4 doubler laminate w1 The onJ& 1/ wood 1/2" SCX plywood soffit horizontal PVC stucco ex amston glue&t12"x3" PY p .. .. .' :. gfrdor truss (4)16d ring -shank 505 screws -joint 0 intersection plane 1/2" Catlin Jack malls each side 6" c/o .. •. density trusses y ON 2x4 "rat -runs" w/ (2) PVC "J bead" w! foam backer 2' 0" o/c sees ring -shank mails - I double PT tx4 sae Framing flan for rod &exterior sealant 5hcath(ng f'rimf ng fire block ,o_ _ s ,. pit plywood gable sheathing & irKIOK 1/2" 01w on rT to Io -a' ° L — 2 to fnsta(lation coat bottom 6" of 1x21e a' 16" aic r r sheathing panels with double coat of KILZ oll-base exterior grade �( primer being sure to soak edges " l Oircicr True t3racc actall PCtai N NT5 w/ each coat w asphalt shimalas am self -Ndhdra� a Covered Entry sheAthfMo gmblo-omod truss . fill AT & soffit n ;- IIIIIIiiiT stud 9 {I ai faux "sfelfhL�, texture i► Livi me Area 1/2" D/W over 1x2 PT furring W 16" o/c full coverage 3/4" iZ-4.1 poly-fso foam board insulation w/ banded Mylar radiant barrier. Seat all Joints w/ Mylar duct -tape, fill all cuts w/ closed colt foam (1) #5 vertical in cells f(Iled w/3000 psf concrete stucco pre-aholneored wood trusses* 210" Cola A 9{ Aa n Top 5m. 1/2" ceiling / W double rT 1x4 fire block all around l3e�roam 5-1 1/2" D/W over 1x2 PT/- furrfhg 016" o/c full coverage 3ol4" X-4,1 polyfso foam board (neulatfon w/ bonde< Mylar radiant barrier. Seal all Joints w/ Mylar duct -tope, fill all cuts w/ closed call foam 1) #5 vertfoal In calls filed w/3000 psf concrete 12 X -1 W each truss 11 ✓� nl /'Art OH 5-V Galvalume roof panels Typical Fmocfa & Soffit patnted 5CX / plywood soffit Closed cell foam backer rod exterior sealant — leave 1/4" gap to — PVC "J-boad" ilght texture stucco - 5tucc0 ,.Jot A-6 NT5 nominal 8" x 6" x 16" ASTM C-90 Como. block wall w/ 9 gage gaty, flit ' °`Dur-o-Wail" ladder ties a each In 41 In „il n p ®eCond course half -running „ "" bond - tooted Joint ffnish Nif Id, „❑ 11 „ NN C9 I{i! C Jill light texture r ill' " ii N "'l stucco am 3 :1 , " " ti3 n n weep -screed 2" below FIFE N ;;AI II ;� fill C55 wall lilt * o ,IN II VI i lilt ii li N Illl II �� �- 1111 •,,,��� = 1/2" closed call foam exp. Jt. j ;; ;; rVC wasp -screed Nx u a ,1J1 wood "N " I I' f fff' 2" below fin+floor li" 4 -3000 psi. conc.walk w/ ,I II wood ll it ceramic Via floor finfsh bead N1, GOA010 wwm an compacted All, pa°ii ii �� base till I Olt clean. sand fill i;ii a Mi + ", ♦ •, a ♦ •, r e ♦ e r • ♦ ', r ", r ", r •, r •, r a r r. + i I I I ,1 r r r• ♦ t r', + e s ,,; • "la IFtnt6h Floor :•:"♦ r r r. •r •. a ". t '. r ". ♦ a e♦ r •. fl• `. , u I I n I A 1 r •• r •• r •• r•• r t '+11 r T' {♦ r _ iA ♦`"•t •••='-•r •••r'"•r ' _ - r • ♦. ••r N r I I,11 II „ , r r'• r r r r. (1 ' ••r ,I�.i�Mp,u 11 A, ' . _ . . _'. . _'. _'. ,+ . li . `a •. . ♦ •. r ". +•. +'. +•. . qI. r ". a .�'�1,.,!.iV�illarNa}.. • � A•. 1 N. 'b k . 1I. _ 1 �II N 11 14 : f m ow d a e ,. .g {per r'. I •rz� .1. ' H' �C-C r'.'zt i r 1 • N• �• 33 .etrua Wu• ' i. � L A• i.a .aw e yy�• r�•' . '?� yiy :r, • li. A• �T- A • A ♦•♦ t`r•♦"♦•`a•`r�'•a�'=''a�'r�•e•'t"'a''a"`e' }f A•• i i r '. 1 .III•'' ' V r'YI Y.•i S1 11•. 11' r a' •I' Y i s A - •-1-nw.A—f. 1•. I`• I } F '• i { I `a , t' 1 Y 1 'yIj ' I •u A 1 i : ys'•, ry' 1'. } } '•. I J 4 ' � PVC J-bead w! � 11/4" ��' •.••r;•;. I . IBC exterior sealant 1/2" DCX plywood w/ foam backer Entry ceilfre •, tit exp. Joint red l *5 mbar angles 30" x 30" 0 each L-2 l filled cell " It O 1I2" 1 II raised stucco band N II 11 " awindow of[[ level lfght texture L' stucco on ,I II " " (l nominal 8" 05 n n " 11 „ wait Ehtry " u n u AI n u it 11 n ii II II n u 11 II C —1 I „ 1{ I+ It IF it it ,1 n u AI II It 11 It 11 if 11 ,I It 11 11 1, AA li IA It N IS nominal 8" x 8" x 16" ASTM C-80 ¢ AI „ " tl 11 ll ti " Como. block wall w/ 9 gaga gate. It ;1 "Dur-o-Wall" ladder ties &a each N II N second course - half -running 11 IA " If I, bond tooled join f(nfsh N ,t ❑ I, t, t1 II li 1A it If 11 li 11 „ 11. 11 N 11 IA II it II ,I 11/4" 11i4" it II N it It it raised stucco band l� 0 wfndow sill level I, di Ft tl II II •.• 2'0"OH X _1 double wrap 0 each truss 7 •f-,L P e I•r•la ri- y. P t cxtcrior sealant wl foam backer red PVC J-bead 3/6" BCX painted plywood soffit 1x lattice trim all around light texture stucco on C55 wall i r F r a..r _ A pLptp a nay t L V L �fl ; mo CLi„yrB 1Y . 26 gage Galvalume 5-V ��s o 4' � roofing over polyglass r,,2� °? L o TU-2 underlaymcnt & 5/8" 11' N i at CDX plywood sheathing 4r In let N7m (typ, all around) 3 a o 0 �° m s '1 43 0 s e m i 3y n J. n r ' catyyn•NU a1Q ; It t- 3' Galvalume drip edge 1x2 AZEK drip JL ° \trim 5/4 x 6 Hardie - Trim fascia 2x4 sub -fascia la lnsulatfon not shown .� Typicalcia & Soffit A-� �JCc1�C -' �r� � •�f �rt "Hit jai per tri m Mt (ICIMI� 50ffit r: e: . 1 ii i tic beam 'rcfnfarcfng 2' 6" min. vertical rebar f n ff llcd cc l 2'6"mfn. above surface of slab f oundatfon rcinforcfng �i (e Gcl� �eb�r I�ometr S. a U. L 0 � � � v N A� V J in S 0 S- fU Ur n rr i 3 >L ♦V d dZI REVIEWED FOR )DE COMPLIANCE f . LUCIE COUNTY BOCC FILE COPY 1" = 1 Dit =1i D" A-6 NT5 ................... ............................ ........................... ........... ................ ...............-.................... .................................. ....,..,.............. - ... ..,..,.,.,............................,.._._...,............,.,............................_.._........................._............................,,.,..,.,.,.--....,,.,:.,.,.,,,,,,,,.....,.....,....................,...............,...,....,......,,......,,.,........,.................,.,............................................,...,........,..........,.....,................................., ..........................,.......•...........,....,,......................................................., ........................... .r N MI. ;. :. 1/2" D/W double 2x4 biccklne all around j. paint grade casing =. shim 4" door frame YX door frame w/ let-fn stop A H a /J a til pr1 Interior 5wfngfnrA Doors Wrap opening w/ 1/21, D/W double 2x4 frarrl(ng all around paint grade casing trim corner bead 3/&' reveal At around center bypass door track on opentmo Head/Jamb 0-1 Closet 5ypa55 Doors meoprene caulk to match grout color 0 5L door tr Schluter "5chiane" edge reinforcement car, the floor ffnfsh .r f .. A •L� IIIIIIIIIIII_ r,�sr■s «;►`�� assess 0 r ,jamb trim poly -fiber Jamb door panel — Interior Poor Head Exterior ln5ulatcd poor C55 wall 3/4" IsA foam board fmsulatlon 1/211 D/W on rT14 furrlmg at 1' 4" o.c. YT 2x4 0 door head & jambs — casing trim - 5/4"' wood ,jamb trim poly -fiber ,jamb door panel-- lntcrfor PVC J-bead leave 1/4" gap for closed cell foam backer rod & exterior selalant Exterior filled, reinforced Celt each side of opening Fasteners per FL Product approval - Install thru bucks Into masonry Jambs PT 1x buck w/ U hardened "cut" malls 0 12" o/c �_ 3/4" HardiaTr(m bed in exterior sealant _closed cell foam backer rod & exterior setalamt Exterior C p-' ...................................................................................................................................................................... L y�B�V _. interior precast concrete fa gage gale. steel roofer hinge fasten to allies w/ (6) as. #14 lintel per Schedule floor Wind anchor At x 3/41, self-taping sheet metal ® a 0 3/4" iso j ' 1/2 point of door screws foam stucco on C55 +' board ins. _ . _ • ° _'. wall 2" lip rollers w/ hardened lmnor ; 1 -C i, r 'a :''<- < alum. $couter races�$A +' 1/2 q/W on end s PT 1x2 Fasteners per FL 2" esiv, steel track - fasten to e�=� � L o ' $tile track brackets w/ 1/4"-20 x 1/2" itT 34 6 furring at I`:i Product approval afv. clot! halt &nuts of L r e N n inetall thru bucks it g c u into masonry ,jambs 12 gaga gale. steel track o u o 0 PT 2x4 0 wfmelow =.: < • r , , brackets at &' o,c. fl o 01 u' a head & jambs 1' PT 2X6 wl 1l2" x 6" hot x L. Z 5/4" fir trim " dip galvanized Stmpsom g n o a i "i 15" retrofit bolts W 12" Q PVC corner leave 3/8" gap for--� olc, staggered row - embed — — PTIm buck '• �_� minimum 4" into masonry bead closed cell foam _ < ® e w/ Simpson backer rod & r . �3ETy p secure exterior sala{arit _.__. low pressure foam stucco drip r = a r • r i :'' 1. . , :', filled cell Como. block air -seal - l stucco on C85 wall w/#5 Vert. & #5 dowel PVC J-bead to footing PVC "J-baad" exterior sealant f fl close oelfigamor o. aluminum ij;; backer rod & window frame EXter1or +- - exterior solatont exterior sealant placed prior boor Angle connectlon - 5/16" x 15/5" HDG tag screws 0 1' D" a/c 0 jambs a to window install. - behind vs C+ W a ti� o w H e a d window flange NT5 p C a r a e c Poor P et a l C NTS NT5 1 C55, alum. frame, f moulated, fmpact glazfng C55 wall 3/4" iso filled, reinforced cell foam board each side of openime (nsu(at(on 1/2" ON on FT 1x2 a < < a Fasteners per FL furring at T 4" o,c. Product approval Pl 2x4 0 Wind w r ' : ,:' Imstail thru bucks Into masonry Jambs hood &jambo ,: r:' corner =' '' PT Ix buck w/ U bead :_. < _ hardened "cut" halls a 12" o/c tow pressure foam air-sral white "( ,;;; PVC J-baad marble lilf closed cell foam sill "" backer rod & AAA'"C exterior selalamt 1'o be buck -wtemeel Note, liquid flashing within to bathru-Pgs�toned opanfng only NOT on face of bloc into filled block colts FIRST PT buck to concrete ooml MMead & Jambe w/ �� '"� .•, exterior sealant ' alien edge of buck J! w/ step in sill ( r� l double coat of ` ilguid applied ®cal flashing i ° f - jambs, rJ ���f//i' J �J -•—Jam head &6111 i 1:.::::::::::.:::......:.:..............,.....:, liquidfisohing precast 0 Jambs, head Como. sill &bucks Typical Window Elevation (doors elmliar) lsometr(c FIKST seal FT buck to C85 head & jambs w/ exterior sealant. NEXT seal precast silt to block jamb w/ exterior sealant. membrane ovtwo ll costs of er h ", i mrbs, �t & bucks- 5ee0belolWaluld waterproofing lulr� p ilc� Clal iMe NT5 1) Verify door & window rough opening sizes prior to laying of block walls and installation of precast concrete sills. 2) Inspect widows & doors upon arrfvmt on site. Look for sealant gaps or mfe-alifemed welding at corners. If corner seals are mlesime, contact manufacturer for remedy. 3) Prior to placement of bucks, apply triple bead of exterior sealant on the back surface of buck that will be in contact with masonry surface fo prevenmt passage of water bohlnd . 4) Imstall PT 1x4 bucks square & plumb at head and jambs bclmg sure to alfem face of wood buck with edge of recess In precast sill. Fasten to head & jambs w/ 3/16" x 2 3/4" TAPCON concrete screws 0 12" plc, staggarad pattern, 5) Once the bucks have boon attached to masonry oponing, apply a fillet of exterior sealant to to the perimeter Joint amd Into the ,joint between the buck & masonry head, sill & Jams completely fliting all gaps. 6) Coat head, Jambs, sill only, (MO membrane on EXTEKIOK block surface) with two full coats of liquid waterproofing membrane, The Interior surface of wood bucks shall be left unsealed to allow dryfmg to the interior. 7) Inspect and clean (rimer surface of window flames; rum double bead of exterior sealant alone exterior edge of buck & sill recess, set window in place, level & plumb. 5) Set ohim8 at fasten(ng points, fnstall fasteners per Florida Product Approval :•.,:.:......<...<:......... • 31/2" drop - for cm -site wind & exposure zones. Maximum shim thickness Is 1/4'- Shims shall be pp used where space greater than 1/16 Is present, ,• r: :.'..',,':::.',,',:.'.?;.�r,�i .�>..,. fromffnfsh ' }! :•r:•.';:: is ' r`•'' floor lava! 3) After all exterior sealant is In place, air seal window & door frames from •:• r 'r r- °:' •s• s'�;A• a •'a' < tY• ..-j.rrrr-.w _ • 3/4" lso :----------r---r--- '' foam interior with low pressure Closed cell foam to fill all gaps around window 3/4" recess b • : . `.--t-+—•--• alum, throehoid - ,•,-, •••,•, r' r', r• a" :' r' r" °r' :' a' ,• <• :' <' < < r < < + 00{Or mataN oaatant board (me. doorframes, .r r: •<: 'a: •`�'r: 'r: 'r: •r• •r- •r •° r• 'r• r' :• f / •.•).. •,•, ••�:',: •,'r•, •.,•. •:,•. + oer. file f = Products Shims - load bearime shims shall be high domstty l _: :: Extcr or :-.,.:. Exterior sealant plastic, Wood shims shall not be allowed. f Schluter "sohlono" • `' ` TKEMCO Dymanic FC t.aw pressure foam air -deal edge reinfareemant I Liquid Applied Membrane POW "Great5tuff Pro" Wfndow & Door Foam Sealant 1 , Threshold Detail NT5 ProtectoWrap "LWM-200" (blue containers) - NOT standard "Great Stuff" - r rco oC-l"laetpro NT5 MM Ow 1'11 NT5 Wirl�ow Imotallatio.m ,ue�ce f C [ 5L door in C55 �� p-1 NT5 p-1 * Schluter "5chetnc" tilt edge retnforcement shall be ordered D-1 C55, alum, frame, Impact rated insulated glazing Window fnstallatlon shall ba effected per FMAIAAMA ZDO f It d tf A tl bl th h• "5tandaird Practfce for installation of Flamed Windows I sliding doors w/ ecroom track sealant caulk 31/2" drop oar. Door Jamb Exterior Door - Flaotilro G p-1 door panel stucco trimband beyond DLP outswfng aluminum threshold 3/4" threshold recess in edge of slab alum. window frame exterior sealant placed prior to window innstall behind (�H window flange 1 W J from J'' rn� NT5 L C55, alum. frame, insulated, fmpact glazflie 3/4" Marble Sill PT 2x4 at stile 1/21, D/W -Insulated glass low pressure `foam alr-seal exterior sealant placed prior to window placement behfnd window flange on C55 wall +� a N t� U W u ,~ v o L o S- u IL Q << L40 p� 7S2C~LL REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY' cs BOCC' L 4 U- .. (3 i. 0 � � o rr fl U O N to match height o in$ta e t e, va a e roue . CastCretc HiDrl recast concrete flush silt of - Floor & Decor - Oatlln Boulevard, Port 5t. Lucie p Extreme Wind/Water Conditfons" , ; ......................................................................•,.................................................................................................................,..... ,........,....................................................................................................................................... .... . AR000$511 ................ .......................................................................................... ........................................ ...:................... ...........,...,..........,............ pa Lyon i�i�i continuous PT IA fireblock PT 14 furring 0 W o/c CDs Wall Duroclt ills backer board set rri ?�� � ' `` ," r ;'� 3/4" douMo Mylar surface h W/tub -fasten w/ Durock 1/2 Mt2 drywall : �, z }\ >\�.\r: ,� �q;; . - foam poly (so board insulation id coarse thread backer bosrd S" Kerd(Band continuous we set 5ELOW the board surface :.• - L � � �,$ T a:'+ >'t ` ;r �"` point 0 Wall (ntersectioin Schluter Kardl pro - formed Inside corner 5" "Kerell-sand" in corners to telling \ r.s • \ T \ 4• \ l \ 1- 1/2" Durock tile 5" "Korth" membrane w/ 2" overlap backer board -.' I��'\`" ' 3 ' J 1/2" Durock the backer board sides&bottom - to calling line "�'�e '>'\` �:\Q�T d��ti:iac;r� k?ec` a�1 4A{(wall tile over f 11x2 1t 1[ " a7' �♦ _\!Q \, r13„�.\��'♦\•�,T ♦ \~ a y"tsr 11 a Karel(-5snd around 3 sides of a \ ° ;\ f urring 16 o/c tub \ 3 S r ♦ r ♦ �` �\ , - m��\�'\ �\ ZL \\� �� " ii i'\ , �f♦rr♦ \\ �d \M� \d _•}.\• ��+>\\ .♦ utor Kardl+ adhesive -1/8t , _ -- \; $ , ;;k Schluter Karel vapor reducer era cut trowel application aver Muter ..;� : #,. .;,, ;�; 'membrane 0 all car, file walls edge & backer -board 5howerprof(le Ws - _; \� &floors `seal all around w/ 24w i \- min( rum 2"aver��p,Kerd(5and, ` -• 'i ,-fix\\N aa;�M ,;\a,;•,a ,�;>- preformed Inside &outside PT 2x4 wall corners & pro -molded Kerdl- framing ':. ' seat 0 shower supply & valve corner preformed Schluter shower pan concrete slab &footing 2" recces for shower baec Schluter Kerdf over entlrc Bath floor & behlnd the base black PVC lip support profile 5howerprof(le W5 5hdwerprof(le WSL (alternate) (excerpted from T'ablc K402,4,1,1- F5C 2017 "Energy Com6crvatich" Volume) Compoment Air barrier Criteria loulation lopcction Criteria Genera( - A continuous sir barrier shall W installed In the Widths envelops - Air -permeable Insulation shalt not be KequlrCmcht5 -The exterior thermal envelops contains a continuous air barrier used os a seating material - creaks or joints In thje air barrier shalt be sealed C l i rtg/Attic • The sir barrier in dropped tolling+€/soffits shalt be aligned with - Insulation in dropped ceiilhge/soffits ci the insulation & gape in the air barrier shall be soaied shall be aligned with the air barrier - Access openings, pull down stairs or knee -wall doors to un- conditioned attic spaces chat[ be sealed Wai l t - The junction of the foundation & sill -plate shall be sealed - The junction of the top plots & top of the exterior walls shall - Cavities in corners & headers of frame walls shalt be insulated with R•3 Insuls- be sealed tion completely filling voids Knee welts shall be sealed - Exterior thermal envelope insulation In framed walls shalt be installed In sub- stantist contact & continuous alignment with the air barrier Wf ildows, Sky- - The space between window/door jambs & skyllghts &framing lfghte & Doors 'hall bessaled 7hapty, Duct shafts, utility penetrations &flue shafts opening to the f ChetratfOn6 acterforor un-conditions space shalt be sealed {�.ya rage Air sooting shalt be provided between the prop & conditioned spaces 5eparatfari IZCGC�a 6eGi Lighting Keceesed Ilghtfhe fixWres installed in the building thermal envelope be to the drywall - Recessed lighting fixtures in the Moline shall sealed envelope shalt be air tight & IC rated 101 umbf ng • Batt insulotlon shall be out to fit mostly & wf rf t'Ig around wiring & plumbing In exterior walls and to extend behing wiring & plumbing Tub/shower The air barrier Installed in exterior walls adjacent to showers & tube - Exterior walls adjacent to showers & o ri exterior shot[ separate thorn from the showers & tubs tubs shalt be Insulaw wall Electrical boxes on The air barrier shall be installed behind eleletrical or cammun(cation boxes, or Air -sealed boxes shalt be metalled exterlor walls HV AC P cgl ster - HVAC register boots that penetrate the bulding exterior thermal 1300t8 envelops shall be air -sales t,4 the drywgll or stirfloor 5chlutcr Shower 5yetem Notc!5 NQ'rE: Preformed shower truly shall not be installed in place untfl file subcontractor to on -site with all materials roalufred to proceed with shower tneteillation. Tray shall be measured, out & placed by the the sub -contractor fmmedtately prior to start of membrane & the installation. NOTE, KEKDI membrane, band & seals shalt be fmotailled usthe UN- MODIFIED thinset mortar, Preformed polystrene shower troy - Schluter pro -formed poly- styrene KEKPI-SHOWEfz-'T' mortar free shower tray/base with integral KEKDI membrane eliminates need for traelftlonal shower Pam. FiKST lnetalt triangular shower seat, then measure & cut pre- formed shower tray around fnstaltcd seat. Place dry -pack mortar matching slope of tray in shower recess. Overlay KEi201 membrane to cover dry -pack area, instal( shower drain support & etalnless steel channel -body, place & connect channel body to 2" drain. Wahl Tile - shower and wainscot tile shall be mstatted over DUitOCK cememtltfous backer board fastened with PUKOCK brand coarse thread backer board screws set 13ELOW the backer -board surface. Schluter KEiM fleece-cgvareci poly- ethylene waterproofing membrane shall lie (metalled over all the backer board using UN -MODIFIED thlnset mortar. Min- imum overlap 0 membrane edges shalt be not [see than 2"i Seal d rafn to preformed shower tray & watt w/ Integral KEKC>l mem- brane,, seat all faces of tray, seat & walls with Kerell5and & Kerdf- Kereot preformed Inslde & outside corners (135 degree seat seals) Shower valve & trim as selected by owner, Bathroom floor file shall be Installed over Schluter KEKDI fteece covered polyethylene waterprooftng memn rane Floor the shall be metalled over Schluter KEiM fleece covered polyethylene waterproofing membrane Wall Tile - shower and wainscot tile shall be installed over DUKOCK cementltious backer board fastened with DUKOCK brand coarse thread backer board screws set BELOW the backer -board surface. Schluter KEKDI fleece -covered poly- ethytene waterproofing membrane shall be Installed over all ,tile backel" board ustng UN -MODIFIED thimeet mortar. Mfn- Imum ovorlop 0 mombrane edges shalt be Hot less than 2f1. Schluter prefab wall niche - Ksrdi-Board SN Item #K13- 125N505-5045 Al - 12" x 20" x 3 1/2". Seal 'to watt w/ KE12DI- Band all around ihset. Schluter 5howerproffle-W5 tranettfon strip w/ rolt-aver black FIVC fnsert. ** Schluter Shower "" l! 1 =i"" +ill ✓9., f+ i t `' ^° & Systems D cor of Fort St..Lucie, 2260 oclucts available 5W Cratltn1ol. (772)e3b1-601$ r from or ......................................................................................................................................................................................................................................................................................................................................................................... L'4 � p di I Cba 43 s a�'L�mNno 3f°w P .0 0 U. @ 3�}i0�4 0 63 M L L 043 0. 43 q v , 43 A C � s s 0 L ° L r 4.)I� d � 1. � o & � 4 L 43 li � h E N V N R ' I � Lvps 5/8"CDx ply- E wood sheathing S.Flex-duct -jo6n per, q 'r I. LLJ q > 16" dia. KA .1 1 - *' ° s damper &quadrant - , r+7 r-'F -r - ---- / 1 14" 22" supply ° ¢ 4 P L _ r •- I x Pp Y 41 U 43 454 turn- �'�--� '-''' 1, I ; ; / ; planum �s R out per A5Hit;AE _ '� y / I Covered ratio E L yy,, II,LgsOa v datatls&dim's. coated ductboard •` �LIt,' � �' � 10" dia. supply II' � v�, ,p � -- ----- _ -'' � ''� u'� �. _ I beyond m� „ .� -_ — -_- I I - i/ j� , I 1/2" ceilinQy �7 Air Flow ductwork per / / / I � / � I i ; d`-- �• ; I denslty C/ iY g � ASHKAE details. / _ 4.rr mv4 �@ m Volume pamper NT5 11 °$o _% 20 x 24 KAG i'lata Ht �av s ................... f ; seal all around s Ta 0 °i U. o f �j duct cnetration I R+1 40 u 4 of ce lin 14 x g Master Biz Kltchon Bedroom 2 egp'tank 3/4" OV's d� T r 8" x e" x 8" r 3/4 GPNC cold t i 4-w 4•way t „ 12" x 19" u water supply y 88 c m 88 gm y P ,� e x t2 UV res(stant b vertical AHU w/ 5-way wrap 0 exposed unlon } _ -� AHU ; A/C rf e piping : • . (typ•) heat -strip r- : ;: E pressure & �� aCCe6s anel 11Q crm 7"dia a, thl L`I YOOf r.^, *.: 8' 196 ofrn M/G heat trope I u 2 8" x 8" - s __- p " 12"x12"RA ° temperature p vent ' `� rel(ef valve -----` 6"dla `� d „ " „r ,�' A/C Comp - ' Water Gard auto- '� ��'' I matfc shut-off control 6"dia. - �-4"dia. m q (`7_—`"panel w/ clip on sensor + 4 '"""' I-� mounted 0 tend, drain ( i e � z F�� ( 4" PVG chase LL p � w/ max. (2) m 0 1 - ' •� •, 5" dia „ 45 degrcc I Y 14 dim N N " �,F� � ' pull-out pleated filter � ;�` � t8"x30" bends 3/4 drain '! ---- --- h 2 `> to pan 363 RAG 6„ x 6, a pre -fabricated eal.v, 6"dia I �y 1 ° „ " " " - - - steel A/C basGW/ 6"xt0" 6"x6" �}" ? ; c' i Mfg 676CFMAOcfm� E�'1 3/4 CF°vC draln I�I I 2 4 x 2 4 x 2 2-way 2-wag dim 8" x 8" to cave a ' gals, drip pan 20" X 20" pull-out 60 cfm 283 c1•f6" KA 4 cPm 4-wa ,? 'r l filter drawer m 8" 8" r 97 r___r a 4-way E ' 16"` dra 4' dla. With exh. - --- -- 30# roof(n z i n 88 cfm t��� thru screcnod 2" felt under pan Q I ,2"dra Hall �C `� �� soffit vent T --- J- - - ------ ----- r-------- C` Fill. Floor T 12" die 3/4" PYC coed. I(na 10' dia /14 dim +� / � t t0 aX'tGYIOr W/ trap � � �, �•... —,,,, _ -•+L ...�• " 1i"`x112"i;A \ „ V ater Ht�ie'tcr 5ChcmatlC NT5 YAG 5cat,ai1 NT5 sa----._-... __ • ,a6�fm--- �o * 14'_x 20" KA 4CJ anon "hi hbo " - Ener Factor C,�.57 EE-1 : Living Area - - g g y ey insulation not shown interior partitions not Shown 4"dia. bath Master planum down exh, thru 9" dr _� , ___ 12" x 20" 3/4" I'vC cond. Air Leakage & HVAC Duct Frcmre Testing Auxilliary Products screened Bath Mil. plenum up drarntodryweli soffit vent Per p�ClZesidcntia120171ZE-101A9& E-402h12 inde endent - AHU Condensate overflow Shutoff 5hr. 4-way AMU 4 way I 1 6" x 12" ti+ • r 47 of (� N p Water herd #4104858 unit available m t, away % N testing of dwelling unit air leakage not exceeding Seven (7) air from Johnstone Supply, 702 Farmers Oil dim. 4"d(a, tAbcPm U +b' ,p Market [toad Ft. Pierce (772) 465-47D7 a'x12" as j 9 Jim. z changes per hour at a pressure of 0.2 (mcW w.g. shall be 217 m s' d(a, ; !. �, .:: ; s L effectd&cert(fied r(ortoCertificate afOccu ant , - Recessed Washer l'i/G Outlet &DrainWx Box - Install OATEY Scrics 3a655 of 2Vof °>zA - f L_-- U p p poly- 2ta cfm y 6` x 1t3" 6" x 10 1" O o L Per 1^l3C tzesident(al 2017 1z403.2,2, independent test(n Styrene washer box w/ rntegre[ 2 drain +t� ey - p outlet, top mount 1/4 turn brass valves, sum si M l' wl1 d o " of the HVAC system Shall be constructed & Sealed per dual water hammer arrestors. L ice 5cct(om C 403.2.7.2 of the (=BC-Emcrey Code. . D- KocesscA dryer box # DU B-35D L ° R Labet 22 gage alumfnfzed steet w/ Homo Off U tiehtme65 Shall beverifled by teatime per Section aO3 4 15/16" x 3 5/32" top port - mount L ust above 2x4 floor Catc of 12E5NET Standards .l p - Low profile F5C cornplfent dryer wont U_ u u HVAC Notes terrmfmatfom rD roof jack #JK-44B6 22 : : : :;: gage amd tm rufnfzcsteel w/ (n. 12.5 E , open area &self-c[as(ng damper f._�_------ Q 1. Install complte, opeating HVAC system. wfthout screenrn ""!an....,:::::; 2. Thermostat to be 7 day programmable. All dryer vcntfng — -� s' o N'r o products menu- , 3.. 5cal all ductwork connections & grilles to (attuned by in-o-Vats Tech. 0,10 ceil(ng drywall Saturnvt, Jupitcr, FL 33477 y p En ry O d ry e r b ox, c o m (888) 443-7937 A/C com ressor N" 4. Air supply ductwork shall be 1 1/2" R-6 interior All dryer venting products menu -- anti -fungal coatcd Fiber las ductboard ors iral --- g , p facturcd by In-O-Neater Toch. 8ID "* "' r--------------------------------------------- REVIEWED FOR reinforccd R-6 insulated flex -duct per A5HRAE Saturn st, Jupfter, Fl.- 33477 drycrbox.com (888) 443-7937 C3E COMPLIANCE standards, EBC Mech. code & these drawings, .?LUCIE COUNTY 5. Rcturn air ductwork shall be V R-4 interior A/C Gripes X_Qtypical of4 ri BOCC anti -fungal coatcd 1~iberelae ductboard, or spiral Ceiling diffusers shall be Metalafre 4"cancrcta9labw/66 y' reinforced K-6 insulated flcx-duct per A5HRAE painted alurrImum, size as shown on xt0lowwmoncom ' standards, EBG Mech. coda &these drawings, _ 5fm son Stromg Tle A24 alv. an !a connector w/ A total of 16 l Plan w/opposed blade dampers. patted clean sand e g ,130 cubic feet comprises the 6. Provide dampers per HVAC Plan &Detail, AHU &Ductwork Air Sealing X _(1�1/4"x2"TArCON"Maxi5et"fastener to concrete slab interiorvolumneof this resldcncc, Interior 7,. Filter shall be pull-out type, min 1" pleated, Seal all scams & holes in air handler unit (t 3/6'XVealy. machine bolt &washerthru A/C unftcabfnet partitions are not included within th(5 total 47 mount under AHU. to prcvent loss of conditioned air. _ a. Contractor ohall install & eccurc in lace UV - Embed mastic rn fiberglass mesh labile a. Com c000r CohheCtlOM NT5 C011 itiomce urea Volume u *� p or UL181 tape to scat cabinet scams r & 5table Lincsct lmoulation Cover. connections to supply & return plcnumns. HVAG 9, Contractor shall balance System and adjUst - Vertfy gasket Scal cabinet doors, access air balance and control systems ae required panels &filter drawer. Inter 5Uf17n1er - Trane'- 2 ton A/C system t for complete O aration. - Sea[ all conduit, wfring & refr!gGrant pan- o r1 I t1 © F, p p ctratfone of AHU cab(nct. UL-151 tape seal Outoide 6 90 F - Condenser - 4TTK601aJ1 � 10. Contractor shall provldc a m(nimum one (1) any unused conduit knockouts. _ ��� T Q year written warrantee for operation & service - 5cal ductwork G return air grrllce & ceiling Dut5lde db 43 1n51de db `� Coll/AHU - TEM6A0524H21++TDB , of the complete HVAC 6ystcm, vent terminations to drywall all around wi inside dl? 70 De61gn TP ' Vertical discharge) �i.lildirlg Areas U U.mastic & ffbcrglass mesh fabric. Daily range - AN1zl ref 8625308 N EF-1 Panasonic WhipeerGrecm Select Model h'V-05-11VK51- MASTIC shall be equal to IZCD #6 Air Duct Polgn TD 27 F relative humidit L ABC area 1315 5l= � Sealant, 3" ffbere[ass open weave tape y - 5.0 Kw heat strip multi -speed bathroom vent fan, w/ 20 min, delay shall bG canal to KCD Glaeocoat ad hcsrvc Moisture difference 50 % Cara e 400 5F shut-off. w/ pre-lmetalled multi-epecd controller module backed scrim. - 5EM=17.00 - install optiomai FV-M5VK15martActiom motlon sensor 1ZegUi red AHU Filter f 60 grli�J E mt ry 52 5F-------------- - install optional FV-05VK1 condensation module. �^ J �/ Contractor shall install a 3-M Filtrate Micro -allergen pe i }'j GQ11G11 �,1 Q 5 H YAG 5yotcm Covered Patio 240 5F hea EE-2 Owmer selected max. 390 cfm thru-wall range 2X Dust Defense" filter during initial AHU setup ands exhaust hood w/ integral LED lights & multi- testing. The construction phase filter shall be replaced speed remote controller with an fdcntical new filter AFTFK cotlstructiom cicaming Total 2607 is completed. * 1 _........................ 11 ...................................................................................................................................................................................................................................................................................................................................... ............................................................................................. / fockouat or 30 amp twist-lok power inlet �Fr & L service box in NEMA #3K enclosure pole 0 prop. line Panel A 200 A motor 11/2" PVC cond. wl (3) socket 200A #8Cu
Cueroutld ----------------------------- intersystem 1 ph bonding �/ 42 cir 5PD terminal panel underground FP & L oleo. ' service „-----------, #4 Cu solid ground - in 3/4" ;L---; 5ch 50 PVC cond.- bond to re- i .+a 'A bullding bar in foundation and to a `:� reinfarcfn0 copper cold water pipe ;steel & ground rod �- scold water pipe E�ec-tricaL.iser NT5 2" PVC cond. wl (3) 3/0 Cu & #4 Cu end. 5PD - 5urge protection Device Note: panelboard, breakers & generator lockout Intermatic I02240-0M5 whole plate shall all be products of the Same menu- house surge protection device facturer, either 5quare-D or Cutler-Hammer/Eaton (5PD) Provide (2) spare 51"D cartriges l=[cctricai 5yotcm Notco Contractor Shall make final arrangements for electrical service. Verify transformer location and service points for utilities prior to bids. Provide all necessary permits. All material shall be UL approved & labeled. Electrical installation and equipment shall be in accordance w/ the requirements of the 2014 Edition of the NEC (NFPA #70) as amended, and all local and state codes in force at the time of construction. Ground system in accordance w/ Article 250 NEC. Panelboarde and loadcentere shall be Square D, ITE or approved equal. Provide a typewritten directory for each panelboard. Kaceway - all conduit shall be schedule 60 high impact UL approved PVC per Art. 352 or ENT per Article 362. Kof - NEC 210.12(13) - "All branch circuits in kitchens, family rooms, dfnfng rooms, lfving rooms, parlors, libraries, dens, bedrooms, eumrooms, recreation rooms, closets, hallways, laundry areas or similar rooms Shall be protected by a listed arc -fault circuit interrupter, combination -type, installed to provide protection of the branch circuit," In addition to AFCI protection noted above, kitchen, and garage circuits shall be GFCI protected. iKef - NEC 406.12(A) / 210.52 - "Tamper resistant receptacles are required in dwelling units fn a[[ areas per 210.52 in 125 v, 15 & 20 amp receptacles." Outlet boxes shall UL label for gang size required. Sectional boxes will not be acceptable. Provide oversize boxes & covers as required to provide NEC wire clearance. Covers & device types as regired & scicctd by Owncr. Unless otherwise noted, outlets shall be mounted at IF AFF, Switches at 3' 0" AFF. All outlets Shall have a bonded ground with an actual copper ground wire to the outlet. Note: All recessed ceiling fixtures shall be "IC" insulatfom contact" rated NOTE - Min. 75% of lighting fixtures shall utilize high efflciency LED lamps Fame,[ "A" A" 10,000 AIC Maims: ❑ M.L.O. ® Main Br. Mf'r. - Square "0" or Cutter -Hammer Sus Rating - 200 A, 3W Maunting ❑ Recess ® Surface voltage - 120/240 / 1 phase / 60 Load Watts A Wire Ciro. A 5 Ciro. Wire 15 Watts Load A/C 2 3500 50 #8 1 #6 30 w venerator 2 Comp. #a 30 3500 Imist12 pole pole 33c30 50 3 #6 Water 2 2750 30 #10 5 #10 30 2500 Dryer 2 Heater pole 2750 30 #10 % fi__ #10 30 2500 pole Dfehwaeher/ofe 1500 20 #12 #12 20 1500 Refrigerator washer 1500 20 1 20 1500 MW / Vent combo GFI Outlets 1500 20 13 20 1500 5m. Appl, Counter GFI Outlets 1500 20 15 20 1500 Sm. APPI. Counter Lights/Roc. 1Ob0 15 #14 2 1500 Sm. Appl. - Island Lights/Roe. 1060 15 19 20 #14 15 1080 Ltghts/Roc. Lights/Roc. 1060 15 2215 106SO Ltghts/Rec. Llghts/Roo. 1080 15 2415 1080 Bath OFCI ROC.-OFI 1080 20 #12 25 26 15 1080 Ltghts ,S, Fans Refrl orator 1500 20 2a #a 50 375o AHU 2 tiara a OFI 1500 20 30 #a 50 3750 pOle Lt his/Roo. 1080 20 31 32 — — Spars 2 4000 40 #B =rT— — Spare Range pole 4000 40 #8 — Spare Spare — — %—I Spare Spars — — I Spars Optional Electric Load Calculations (NEC 220.62) Neutral Load (NEC 220.61) 1915 SF at 3 w/5F = 5745 VA 1505 SF at 3 w/SF = 5745 VA Sm.Appliance (1.5 KW ea) = 6000 Sm. App. (1.5 KW ea) = 6000 Dishwshcr 1500 lot 10 KW at 100 % 10000 Water Heater 5500 Balance at 407° 11658 Total --------------------• 11745 VA Cooktop 6000 Heat Strip 7500 VA &a 130% 3000 VA ID_aundr (Washcr� 15000 29,158 watts / 240 v = 121.49 amps 3400 p 1175 117545 VA - 3000 VA A/C AHU motor oad { ) Spares 2500 Service size = 200 amps = 7745 VA Ca 35°!. ------- 3060 VA Subtotal 39,145 VA Total --------------------- 0060 VA Kange a'A 100 °!. 12000 VA Dryor - 5000 VA 070% 3500 VA Dishwasher 0 100 * Normally off two -pole 30 A breaker In Fame( w/ generator Interlock kit installed to lock out power inlet bax unless math l 21.560 VA breaker is In off position Calculated Neutral Load Note 1: Circuit # shown to determine number & size of breakers, ranel 21.560 VA / 240 V = 76.75 Amps directory shall show me -built circuits. Minimum Neutral conductor size per NEC Note 2: All conductors shall be copper, per NEC requirements. Table 310.21 = #4 AWG Cu Note 3: All circuits shall have continuous copper ground wire same size me Size selectool is #4 AWG Cu both other conductors !n circuit. \ Covercd ratlo / 71477, WF/GFI WP /GFI ' ..................... .......... . Master �1Z O Kitchen 5cdroom 2 WP Ft \ \ / +42„ / EF-3 I thru-roof +12' vent hood I range I DW GFI/ +rool„ -- GFI A i � Haul. --- � ;------------- 00 " 5hr. -- - / _--_..- —- -/ M Bath % , +24" ! Homc Offioc GFI -� ... ` ........... . LV i, I E m't ry i Garage Wall fair Sealing All outlet, switch, fan & light fixture boxes (excepting only 0aragge & exterior) Shall be provided with fntegral air -barrier flange & gasket. Boxes Shall be pre -Installed w/ NM cable connectors provided w/ gasket material attached to all flanges & knockouts & be Screw or nail -on as appropriate for specific locations. Fan boxes shall be UL iKated for 70# or 200# Stationary fixtures. Products Shall be UL listed, non-metallic equal to Arlfrigtorl industries "Oric Box" vapor boxes. Products Shall be UL listcd, non-metallic equal to Arlington Industries "One Box" vapor boxes. IC Can Light Air 5ealing Seal IC recessed "can" Ughts to celltng drywall per mastic & fiberglass scrim noted below MASTIC shall be equal to KCD #6 Air Duct 5ealant, 3" ffber lass open weave tape shall be equal to IZCD Glasecoat adhesive backed scrim. ............................................. . Half LC) Pantry s Util. ' � G +42''•. C I GFI 1 loset \LED driver''I in OH cab. 15At h 2 -Panat"N' _ GFf I (.IOSCt A/G cond. ' Uri to FF&L service i l 0-toleo. meter 1 1/2" PVC conduit i sub -feed under stab i portable generator connection - / L+42 P GFI i �% WH 'J\ LV to doorbell puli dn. Pull chain \ fixture in attic GF2 GFI ' (Cie. mount) +24" WP/ ' --------------- -------------- `---------------- GFI Building Areas A/C area Garage Entry Covercd Patio Total / , r— -'--- ----- 1 1915 5F 400 5E 52 5E 240 5F 2607 5E p Elec. Meter electrical Farrel fan/motor C=3J dlscotlnoct UL label light fixture wall mount sconce light a 8' 0" c/o recessed LED IC downlfght " (seal enclosure to D/W) recessed LED downlfght t-� "IC" & MiZ rated suspended canopy lfght LED downlfght exterior & Ml2 rated may' WF LED area Ilght LED strfp-light - remote low voltage driver © 4' enclosed LED n „ „ J5 for future OH fan Overhead fan me selected by Owner ® 240V WF power fnlet wall mount 0 60" AFF ® Panasonfc Whfpseroroen bathroom vent fan - See HVAC Plan for details duplex outlets at 20" AFF r�; colilme/soffit mount ---' duplex outlet G FI GFCI protected outlet :gt-- WP/GFf GFCI protected outlet quad outlets at 42" AFF 220v at 20" AFF efmplex 120 V outlet (dedfcated circuit) switch at 36" AFF 3- way switch at 36" AFF 3 dimmer switch at 36" AFF o VEKIFY compmtabflfty w/ connected LED lamps low voltage - momentary contact switch —O CATV outlet SD Smoke Detector -110 v Smoke Detector -110 v 5D/CO Carbon Monoxide Combo ----- switch runs .-----.. tow voltage switch rune All interior LED lamps Shall be 4000 K color temperature Electrical 5 mbol Le end y 9 ©( Add 51) & C.O. Detectors to Plan j E�cot rica�i[ Z% 1/4 .it ^ 11 0It El3C Edition 6 - 2� A5CE 7-102 :1 atCOO r Exposure "p" - ` `D mph NFPA-70 / NEC -014 oo�, t: ........................................ L °C `° O o nS45 m3�na .n t n O°s43 nnm--L L +1 ; L�Xlbt i� m+�psn'O U �o43 sl'uN< u 0 > m 3L0 o 0 _L43 u@gym n 3a�°'� n L L rj-A n % . -% n % lL -. C mS a.tlp %t °nuns °s FS- % 4 b < 4? m Z R° S-� d° m U ll. 1 u n , IL < d wNh , i 9L n S £ Lo N �` O NO l6 0 S_ qA— v U 7 O U � L O lu U �o cv REVIEWED K i; H CODE COMPLIANCE $T. LUCIE COUNTY BOCC =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE i; All trusses are to be set 2'-0" on " center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. j DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI - - — - - 30 to 60 Spar 30' Span or less ' Spreader Bar 60 degrees / orless 0' SEAT PLATES B� CHAMBERS TRUSS Hatch Legend ATTIC STORAGFE MBEARING @ 9§- 411 REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN I CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS I li V RB V RH ' THDH28 2 (10) 16d nails (36) 16d nails 1 i I i I "Please refer to Standard Engineering package for general instuction on installing hangers 1 Od=0.148" x 3 16d=0.162" x 3 112" HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION ID trusses'stand til they arebracedcad per BCSI & properly a® ler,'Lm straps o' icehangers .. METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN, 51-00-00 13-08-00 - 23-00-00 14-04-00 _ 1 it $ 9 4 $ c ,h 3 J3 do d GRPo I . 7-00-00 _..__ - 7-00-00 P.... .. ¢ Z a HVA �- . �; .a �e- . 1 " 71 a HV20 N r J3 V10 J5 V J7 J7 va. J7 ^, J7 V4 t7/ J7 J7 4 d 4 < <C 4 Q 6 Q K m N .^h.5 M J7 ..... J7 .. -. °_ rYrt J7 J7 --- _.,.- J7 ,. J7 za o F a .. o J7 y W 2-00-00 2-00-00 - Z - - J7 ' ` - off' 7-00-00 U J cn 7-00-00 o W e W v o� J7 '• _ Q _ J7 0 c y' o ro o G 7 p J7 O 0 7 J7 K e J7 J7 .._, ._ __... s,- J7 MV4 _ 5 ... . W U -3 _ ° J7 �. v4 PJ�VB' J1 _ - - �. _ V8 - 9-00 i AT(T17 ST6fAPE A, ATA / S 7-00-00 E . .._.G GEE $ 4 0 0 0 0 0 o o 0 q q o 0 J3 13-04-00 - 8-08-00... 9-00-00 20-00-00 51-00-00 HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT t,'4 e . ark flit A" Wft a -wa°a is Ci. t s.;x caticat La3atoa b Aw. q tk a W I a#trae. t auNd t AW4J isuetx4 st tba )bb OW fixtarrvrc c #omeon and tockukiriNes Of c c 1 ;!O * With 49 Ot. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED '& RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI 8 WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is pDnsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to charge if any changes are made in this layout. A $50 per hour e for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price, nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss asonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be ded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees yment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersgned agrees to pay such indebtedness including attorneys fees, 6 default in payment for material be made by the ecipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIIWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. ,51GNED Y );a TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property j and is the responsibility of the truss erector. 1 Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES 41 .s r�.. _ i:'F W51 '4 3100 Oleander venue Fort Pierce, Florida 34982.6423 800-551-5932 !' Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569.2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM REVIEWED FOR i CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPS' LOADINGIDESIGN CRITERIA hEbUCIBLE PER CODE SUCH AS SEC 1604.6.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)tC-C hybrid wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live '10-Non Conocurent 0 Bottom Chord Dead 10 3 -0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed.. 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 17' Building Type Enclosed Building Category It: Non Restrictive Exposure Category D> Flattunobstructed/ exposed to wind over water... Miles from Ocean 0 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.8 =Continuous Bracing Verify DESIGN CRITERIA shown above with the .. j building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 76466 SCALE: 1/4" = 1'-0" 134 total trusses, 41 unique designs Designer: BLW Reviewed by: Date: 12/02/19 FOR , Fabricio Bueno DESCRIPTION: BUENO H Page 1 of 1 CUSTOMER INITIALS EACH PAGE 76466 .�-