Loading...
HomeMy WebLinkAboutAPPROVED ZAROS ESS PSL PROP 10-21-21PLANS . - - f� _ - ' - . spa`pit:gc City of Fort Pierce Building Department -.� . 100 N. US 1, Ft. Pierce,FL 34950 . ��St.Ns.,s�G� (772) 460-2200 ext. 261 (fax)(772) 467-9836 . Design Certification for Wind Load Compliance . GooQ Maps 1916 Lynx Drive . . This Certification is to be completed by the project design architect or engineer.This Certification must be submitted with all . applications for building perinit(s)involving the construction of new residences(single or multi-Family),residential additions, • . . . .. ..accessory structures requiring a building permit,and any nonresidential structure.This Cortifiication shall not apply to interior , , P - - ''., : renovations(provided that no structural walls,columns or similar component are bean affected or certain other minor ierinits.T or -s4,=c ,i F:_. �..: p being affected 1 : ;/: 3�ati.t.sa;ra:c . further assistance lease contact the Permit Office al 772 460-2200 ext.26i 276 231 or 274. 4 � P ( ) i �' i . . , . . . . Z� N�tis Project Name& Address O ice rise only thus side . . J if J / 9 . RESIDENCE Perinit# ; . _ i LY F e= . NX DIEt Occ. Type Q n . - - . FORT PIERCES FL. Const. p e s n 1, r ne3 i Certific ion tatement: - ;,, at S ; t . S-a a,,.tc..: . . r . r n r r r r r - ` I cert f} that,to the best of m knowledge a ul b l qf,these plans and specifications flan a been designed to coutplJ a rth the o c, . �. r. ro a licable stracarral ortion of the bitildrn codes currentl ado ited and et arced b r lire Cit o F't.Pierce.I also ce.rir ,that , ;,__�_.-_ a pP P g J' 1 I J City of f . .. • sirticirrral cleuteuts tle icietd oft iliese itrriis rat isle atlet ttate resistance to flee ward loatls aiu! ores s s teci ted b,current cure ,. t93o Lynx e,Ve I? 1 p I I I f J T r . . - - - _ Fen Pierce,FL 34949 - 1- s - . previsions. } . " 11 . t •Q - . .1 . Desr n Parameters and Assam bons Used: least chiecic or coin tete the a ro rlrrte Lox �, p (r� P Pp p ) e 1 . �, `. r 3 Wle Con . . . f � . . , -�_ . Buildin Cade Edition used Jear 202 i _ --; ,, f ! . [] g �I 0 7t1� I;dLtion FBC X ASC1; 16 ❑ Oilier - e , 5 . _ _ •w� . . [] Building Design is (check one) X Enclosed Partially Enclosed Open Building 5 1 .i . [] Mean Roof Height: 15 Ft. Roof Patch. 5 :12 Wind Speed Used in Design: 170 MPH Vutt - . s [] Wind Ex{yy/osure C)assification(Betel to Ex osttie Tables in�iSCE 7). D � '.` %:,, A I' -? �,_ - _ Imo✓ - _ _.._,, ,�+�g_ _•y �. _ .'l` y t essure 2 E: 1.: . [] Wind Velocl y Pr (Refer to ASCC E2. 8 3-1&30.3.3): 39.1 PSF Components and Claddin 39.1 PSF - __._:--- - w_ y,Qr . g . Design Pressure on Exterior Faces of Structure�ASCE 30.4-1): Positive 46.1 PSF.-and Ne ative -62 PSF 5 [) g g -__ . [] Importance/Use Factor (Obtain from ASCE Tbl 1.5-2). 1.0 O i 2 ��: \,. , r._.----m--._..._,�_._.—._.r.__ ..- i:.:. _'---"- ..k -_.� __.._ .._...,. 9� jo'•` i . [] Risk Category (Obtain from FBC Table 1604.5): 2 __ _._; L_, _, [] Applicable Internal Pressure Coefficients (Tbl 26.11-1 ASCE 7): 0.18 __. _._._ - _— - -- __� [] Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 PSF . [] Were Shear Walls Considered for Structure? (Checkone) X Yes No (If No, attach explanation) . ' ' . [] Is a Continuous Load Path Provided? (Check one) X Yes No (If No, attach explanation) . [] Are Component and Cladding Details Provided?(Check one) X Yes No (If No, attach explanation) . [I Minimum Soil Bearing Pressure: 2500 PSF . . . Design Professional Certification: . As witnessed by my seal,I hereby certify that the information dacluderd ivith this certification is trite and accurate,to the best of my knowledge and . . . • . belief. . . . Name PAULWELCH P.E. Certification No. 29945 (check one) [ I Architect [X] Engineer [SEAL HERE] . APPROVED ASSEMBLIES: . - Design Firm PAUL WELCH INC. Date 8/5/2021. Deck Type 1: Wood,non-insulated . . .-- - -_._. _� _ . _.._._.-.___. ..._. t Deck Description: 15/32" ar greater plywood or wood plank . System E(1): Anchor sheet mechanically fastened deck,membrane adhered. . Base Sheet: One or more plies of ASTM D226 Type H or ASTM D2626 with a minimum 4"head lap and a . . .. 6"end lap mechanically fastened to deck with approved nails and tin caps 6" O.C. at the laps . . and two staggered rows 12" o.c. the field of the roll. . . Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. . . . - (Optional): Building Department Product Approval Submittal Affidavit . ,e Permit# Building Address:SEE PLAN Contractor:TBD }� . . ------ Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3 head lap and opening Schedule:swing doors,overhead Doors,Sliding Doors,Fixed Glass,Windows&Skylights . . . NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020,AND THE FBC 2020 minimum 6 end Iap.Place the first Course of membrane parallel to the cave,roiling the opening lD FL#or NOA Product Model# Manufacturer G4.1 lass Attachment Method Type,Size,Spacing& Building Product � RESIDENTIAL(7Tii EDITION},2020 PLUMBING CODE,2020 MECHANICAL CODE AND THE NEC membrane to obtain maximum contact. Remove the release membrane as the membrane is # (NFt?,i 70}2017 EDITION. Description Embedment [DISTANCE FROM CORNER/ Design Design applied, Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All DISTANCE O.C.} Pressure Pressure • end laps and laps without black selvage area shall be sealed under lap using an SBS modified S.H.WINDOW 20-0401.11 5N 7700A PGT S.H. 3/16"X 13/8"MIN.EMBD TC'S @ ALL PRE SEE IMPACT . ' - elastic. WINDOW PUNCHED FACTORY HOLES ELEV S. a•/-65 NOTES: FIXED WINDOW 20-0401.10 FIXED PW 7720A PGT IMPACT 3/16"X 13/8'MIN.EMBD TC'S @ 6.5"/ SEE Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to WINDOW 12"O.C. ELE " �. W. -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL deck with approved annular ring shank nails and tin caps at a maximum 12"o.c. at the side ) I . DIMENSIONS, laps. No nails or tin caps shall be exposed. IMPACT . . . �0) P..l . CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. GLASS TYPE . . . -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160,Mechanically Fastened Roof 4,4A,6,6A,7, +/-90 W/ ' 5GD 20-0429.09 SGD 5GD 770 PGT' 7A,$,SA PER (2 ROWS)1/4 X 11/2 MIN.EMBD TC'S @ SEE4. ADDRESSED BY THE Tile,Metal Roofing,Wood Shake &Shingles, and Asphaltic Shingle assemblies. ALL PRE PUNCHED FACTORY HOLES ELEV'S 4"SILL , ENGINEER AS CONSTRUCTION PROGRESSES. PRODUCE' RISER APPROVAL, . -ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER AS SELECTED . SCALED • ' DIMENSIONS. NOA No.: 18-0502.03 GLAZED ENTRY • MtAhil•DADE COUNTY FD101 REINF. " rr . P . -ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC d FBCR 2020(T'H •• ► Expiration Date: 08/02/23 DOOR WITH FL#253.1 DOOR PGT IMPACT 1/4 X 11/4"MIN.EMBED TAPCONS AT 6 SEE EDITION). Approval Date: 08/02/18 SIDE LITES DOOR /23"A.C. ELEV'S +/"75 �_ _......... ......... . .. . e 3 ___ .._ . .—."-..__ ______—_—-_.._- . ..__ 16r Or,X8'Orr . CA -.-- —�- ..._ L#153 5/16"X 15/8"MIN EMBED LAG SCREW E ` HURRICANE�___-_. OHD F 71.5 OHD CLOPAY N/A SE +55/-64 �_� MASTER EACH BRACKET ELEV`5 . Product Model# Manufacturer Attachment Method Building Product . Type,Size,Spacing,Embedment&Stiffener etc, Design Design . Pressure Pressure . ___. MULLION 20-0406.03 MULLION ALUM PGT N/A /_ . . 1/4"X 13/4"MIN.EMBED.TAPCONS(4 SEE + 84.9 . . PER CLIP) ELEV'S .. . UNDERLAYMENT NOA#18- BORAL TILE BORAL SEE ASSEMBLY NOTES ON PLAN 170 MPH 194 MPH . 0502.03 SEAL VULT VULT . ROOFING NOA#19- BARCELONA BORAL TILE ATTACHED USING SINGLE PADDY ADHESIVE SYSTEM 170 MPH 194 MPH °` 0925.03 900 . _ 3M 2-COMPONENT FOAM ROOF TILE ADHESIVE AH-160 VULT VULT H04 ,::�g Z T>���, urricane Panels N/A . I have reviewed the above product approval information and approve it. . . . N. . . . . ame:Paul Welch P.E. Certification Number:29945 - N . - . _ , . . I ..... ....... I - i ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISi'ANT. — — . . I . .. — . . . . � . . . — . . . �-4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . ` THIS ELECTRONIC SIGNATURE &SEAL/s CERTIFIES ALL SHEETS IN THIS FILE I INC • _T__ — r...l i . �.. . -.: .4 1 mr-Im AF M . . . Digita.11YSi reed - - e-t g I :11 I — . a 0 M7,ft 1 T L U. au . . . . .. . .". — . . . ...-IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII t __ . I . b. __ y Paul Welch � I I .f_.*PA:­1. . .. . ... . ,,..: ... SH!ET i�UM€BER �, -.,., '" ""':4, . .­.:� . - . '' ., "' . .r' . . Date: 2021 . 10.21 of . . ' . . PAUL WELCH INC. C_. . 201 SW PORT ST LUCI B SUIT 103, PORT ST LU('s4ill? f LORIDA 349 3 . Welch , I MECHANICAL ELECTRICAL CIVIL ENGINEERIN . G -.-..-..........1 .1.-.-------�----�..-.-----,.---.---.-------�-.-�- V0,1,r _.__ ----.-.., __ __..._......_.._._.. .. ___.._.____.....__. - . ...­...­­­. __ . . 16. 7:4 - 4 — __­_._­.'­'-_­__1_11_,_. 1984 S.W. BILTMORE ST.SUITE#114 ---- L 8 PORT ST. LUCiE,FL 34984 . PHONE (772) 785-9888 E-MA.IL PWELCHINC AOL.COM PAUL WELCH,P.E. ;wLA REG NO. 29945 ._._..�_ PLAN INFORMATION ,LINTEL SCHEDULE A SINGLE FAMILY RESIDENCE SAFE APPLIEU SAFE APPLIED MODEL CUSTOM GRAVITY GRAVITY UPLIFT UPLIFT COMPOSITE GARAGE SIDE LEFT 1 TBD LINTEL# LENGTH/TYPE LOAD LOAD LOAD LOAD BEAM ELECTRICAL SERVICE TBD L-1 2'-10" 34"U-LINTELS 11809 775 9608 400 8F40 1B-1T L-2 X-C' 42"U-LINTELS 8974 1500 5591 765 8F24 1B-IT EXPOSURE 17(3 7 D L-3 4'-0" 48" U-LINTELS 8974 352 4853 240 8F241134T L-4 5'-4" 64"U-LINTELS 7342 913 3607 400 8F241B-1T PLAN DIMENSIONS 87'90"X 4C1=0" L-5 5'-10" 70" U-LINTELS 6063 850 3295 375 8F24 1B-1T L-6 W-6" 78"U-LINTELS 5381 150 2419 150 SF201B-1T . L-7 6'-6" 78"U-LINTELS 1238 150 835 150 8F8 OB-1T ' AREA TABULATIONS L-8 10'-6" 120" U-LINTELS 2781 Ssn 145$ 375 8)FI2 1B-IT LIVING AREA 2467 SQUARE FEET2 CAR GARAGE 453 SQUARE FEET L-9 10'-6" 120" U-LINTELS 643 150 530 150 8F81B-1T L-11 10'-6" 120" U-LINTELS 2781 575 1458 303 8F24 1B-IT COVERED ENTRY 65 SQUARE FEET L-12 IT-4" 208" PRESTRESSED 1849 500 754 250 8F28 1B-IT COVERED PORCH 287 SQUARE FEET L-13 10'-6" 120" U-LINTELS 1533 1100 914 600 8F161B-1T L-14 10'-6" 120" U-LINTELS 1533 150 914 150 8F23 1B-IT TOTAL FOOTPRINT 3272 SQUARE FEET L-15 9'-4" 112" U-LINTELS 1843 150 1133 150 SF231B-1T COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS,WORST CASE LOADING IS SHOWN SHALT.VERIFY ALL DIMENSIONS ON SITE. NOTE:PROVIDE"CASTCRETE"PRE-CAST CONCRETE LINTEL AS NOTED ON PLANS. ......... - -- _...._.... 10'-0" 76'-B" I HOSE BIBS L•3 L- I I — SH-H35 o SH-H35 48"X 20"FIXED 1 TEMP.GLASS/0005C,- SH-35/EGRESS SH-231 TEMPI ae4C- 40201 FIXED 40201 FIXED 1.-13 I 12'-2" 5'-fl" • 16'-3 314" c� \ - ° TUB 1 SHOWER 2' • z TILED \ / o W / `� O CL WARDROBE x sEAT � LUUJ �`7 3-112"STEP TEMPERECI GLASS t` 0 a 12'-5112" ca ct WC G T-6"POCKET DOOR 3�_On Q O c Q e a BATH BEDROOM-3 L- MASTER BEDROOM N z BEDROOM-2 �, � s 10'-0"FLAT CEILING I _ 10'-0"FLAT CEILING T- " a co w 10'-fl"FLAT CEILING LiE m N MASTER BATH � �?I I 10'-0"FLAT CEILINGco o , LINEN U a WCF ar (9 0° z 5r�n cn c�! fV i? N 16"� Q � ±T 5'-6" • -13 CL U • `-L — • a • IA ❑ - - - • r • • • • a r� n 04 � �'- 16'-7 114" 61-4" 25'-7114" I 3-0 9'-6" -'-4" OQ • I 12"SIDELIGH S z FOYER = m IL (TEMP) m I I 12'-0"FLAT CEILING ENTRY a IT-8"COFFER CEILING `NV) �, 12 0 FLAT CEILING � r—! pF �- L-(a 9 LIVING ROOM p I I -? { ca ` Cp o u�i 10'-0"FLAT CEILING Z'_8" • • • r • • • r—� d 10'-8"COFFER CEILING �aarz•sT�P • • • i w I WALL Scc PACE 16" 6! Imo- 2E}f_0n 000 a C 1 I Ir Qz O 4 I I HALL 4 I I m O US L-13 r 11 I I DINING g I�'AHU' �I I • .. 11'-5" 8'-6" 2'-6" 1 fl'-0"FLAT CEILING LI— — -� J I A a 5,-6" 10'-8"COFFER CEILING c*> �--- c7 I I io �" REF. r I u N p �2 CAR GARAGE I M o F • `-11 1/4° �"�©Q 10'-0" FLAT CEILING I Y 112 BATH .- � Q �n I A I A.F.F. FLOOR FLOOR PLAN 4-5 WC ° co re � I p �- n DW 0 O o ti L_ —.zq I3oTTat�cxoRn�EARINo I SCALE: 114"=i 0 1�' AHUS IN ATTIC WITH DRIP PAN NOOK [`� �° I ANDDRAINLINE r 10'0"FIAT CEILING L - - - - - - - - - - � t-. • a "(� T-7" 12'-1" 264 314„ 4t CV • 30"RANGE PANTRY E, _ Lu I Cn r • r • c�¢ 1 (3)SH-25 WITH 1,6 c° U o . yes O O O TRANSOM ABOVE w C3? H • 4 • • •I I il r lel To 101 ­1 o SH-35 24381 FIXED d 24381 FIXED O HOSE BIBB L- I ELECT.METEF HOSE BIBB UTILITY SLAB 10'-0" 4'-0" 4. 4'-0" 4. 29'-6" 1 V-4" A/C COND. 27'-8" e--1 87'-10" SHEET NUMBER OFFLOOR PLAN 1/411 11-011 1AUL WELCH INC.MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE#114 PORT ST.LUCIE,FL 34984 PHONE(772)785-9888 E-MAIL PWELCIUNC OL.COM PAUL WELCH,P.E. FLA REG NO. 29945 _RIDGE HT. + -20'-5' 12 61 12 STUCCO FINISH �6 . 1z s� +1-15'-3'M.R.H. 12 �6 CEMENT ROOF TILES • BEARING HEIGHT ENTRY 12'-0' '"—CEMENT ROOF TILES BEARING HEIGHT 11' '-0 — I BEARING HEIGHT BEARING HEIGHT 10-V BEARING HEIGHT 10'-0 BEARING HEIGHT 10'-0" BEARING HEIGHT 10'-fl" IL 6"STUCCO BANDING 6"STUCCO BANDING LID1011 1E]LE11100 , ............... DIDE11EIL11010101• I W. I 11 � �n 11 iV �j FINISH FLOOR 0'-0"— I FINISH FLOOR 0'-0" FINISH FLOOR 0'-fl" FINISH FLOOR FRONT ELEVATION O 16"SQUARE=COLUMNS SAND FLOAT FINISH BACK E L EVAT I O N 1w/STUUCO COLLAR @ BASS ON ALL STUCCO BANDS & SCALE: 1 4"= V-0" RETURNS SUCH AS WINDOWS, SCALE : 114" T-0" DOORS,.GARAGE DOORS, AND ENTRY CALCULATE ATTIC VENTILATION CEILING = 3272 SQ. FT. 3272 /150= 21.8 REQUIRED VENTILATION 256 L.F. OF 6 " X 22 " VENTS @ 48 " O.C. = 58.67 SF/2 = 29.3 SF AVAILABLE FOR CROSS VENTILATION 29.3 SQ. FT. > 22 SQ. FT. VENTILATION O.K. CEMENT ROOF TILES 12 s� BEARING HEIGHT ENTRY 12'-0" BEARING HEIGHT 10'-0" : BEARING HEIGHT 1fl'-0" ' --- w v o \ zI w = uj LL U- I w `t coLL w io � p ® ® O O Z h FINISH FLOOR 0'-0" — t w — FINISH FLOOR 0'-0" LEFT SIDE ELEVATION SCALE : 114"= 1'-0" DESIGN PRESSURES FOR ELEVATIONS O A. 10 SQ. FT. INTERIOR ZONE (4) + 46.1 -50.0 B. 10 SQ. FT. END ZONE(5) + 46.1 -61.7 C. 20 SQ. FT. INTERIOR ZONE (4) + 45.8 -49.7 D. 20 SQ. FT. END ZONE (5) + 45.8 -61.2 E. 110 SQ FT END ZONE (5) + 43.7 •-56.9 CEMENT ROOF TILES 12 V..I[ -C; BEARING HEIGHT ENTRY 12'-fl" -- O BEARING HEIGHT 10'-0" BEARING HEIGHT 10'-0" � n F� c ® ® w LL a a " w ccl co ZE coo � � g in �FINISH FLOOR a'-0" ..�......... .......�,. .....�. FINISH FLOOR 0'-0" RIGHT SIDE ELEVATION SCALE : 114"= 1'-0" SHEET NUMBER OF PAUL WELCH INC. 2 MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BILTMORE ST. SUITE#114 PORT ST.LUCIE,FL 34984 PHONE(772) 785-9888 E-MAIL PWELCMC@AOL.COM PAUL WELCH,P.E. FLA REG NO. 29945 #5 REBAR [) CONCRETE SLAB � 11 2-5,8"CURB (j II FINISH FLOOR (I #5 REBAR •�,_,� 4--A ,�—.�- © !� z u FINISHED FLOOR 44 4'4 !3a Q4 j _ CONCRETE SLAB ---#5 REBAR ONCRETE SLAB © +�if A s a 'e' tl 4'F M u �QIZy 4 oa 4 0• 4 a °' - 4„ CONCRETE SLAB a d'4 •. -� O.C. FINISH GRADE M F.FLOOR I2 0° Z °' — CONCRETE SLAB M CONCRETE SLAB FINISH GRADE _ ° AA WAY 5 ° F. FLOOR .,.... .. ... a 4 �+ f n w�*+ °. °°• ° ' `�}'` a ° .+xw-.. tr' • -v •° ° a °.... •—r° •""' ...WY....°..... n B„e 1,.1� Tggij 1611 / r- P s� a (2)#5 REBAR CONTINUOUS ° " °• Tr fU 4]111 Z 3"MINIMUM CONC.COVER 3)#5 MINIMUM CONTINUOUS, .� !f �, 5).#5 MINIMUM CONTINUOUS, 2 ,� 3"COVER MIMIMUM. (3)#5 MINIMUM CONTINUOUS, n N �{ 3 covER MINIMUM. INTERMEDIATE MONO. FTNCG 411 2�{" 4 3"COVER MIMIMUM. 16 BEARING POUTING SCALE: 112" _ 1'-0° CURB SECTION FBI .__��____------ _ F3 SCALE: 1/2" = 1'-0" EXTERIOR STEP F5 INTERIOR �RG. FTG. (STEP) SCALE: 112" _ 1'-011 _. ._ _.._ _._.__ _-_-__. _ FSCALE: 112" = 1'-0" SCALE: 1I2" = 1'- lD , 11 , " CONCRETE SLAB FINISH FLOOR 1 fl ! 11 1 !1 A Q A Q p E 11il IT if . •4 6'4 •. ._......... ..... (2)#5 REBAR CONTINUOUS fisi -1 3"MINIMUM CONC.COVER INTERIOR BRG. FTG. (NO STEP) ! Q �8 Fio SCALE:-112 _ 1 -0 0 J) F ? cc i.oPE 'CCI I°lo MAXCN I I [ F C�Lo `/a M.4 X s � v � I FINISH FLOOR CONCRETE SLAB 'n �� — uj c. �a � W. (2)#5 REBAR I(s° t j IF-A, WAY -r-Hrz-LU- L J � �+ coNTiNUous ---i-- oU-" /21.Ar3I 1 I I I k al+a MA)< I O NON-BRG. FTG. (s-rep) I -Z 1-- INTERIOR I F-7 �, SCALE. 112" = 1'-0" - rDVPI uj L J L...IL J r—- —� - r ` s CONC CURBF ! H 1 #5 REBAR CURB �I S- ECESS @SHOWER VARIES FINISH FLOOR GRADE ' -N Ait , M _ ! „ , „ , „ - 1 11 , „ - , /, , F ._ '� e e •e--.o�—�- — --o --tee 1• � 4 ° e l " 11 ° • ° ••"P $li f ll (3) # 5 MINIMUM.CONTIN000S, 3" COVER MINIMUM. rl SHOWER/ FOUNDATION PLAN 1/411 - 11_011 � Fs -SHOWER/CURB/RE SECTION . SCALE. 112 — 1 -0 SLAB NOTE NOTE: FOUNDATION DESIGN BASED ON KSM ENGINEERING SOIL REPORT PROJECT# -214p17, 6 SHEET NUMBER REPORT DATED (.o.. I _ 2� OF "- 4" THK (3aP- PSI) CONCRETE SLAB 00 PAUL WELCH INC. GLEAM :.G�MPAGTI=D G�-1ivtlGAt_t..`C ..T --._. 3 MECHANICAL ELECTRICAL CIVIL ENGINEERING T1�EAT>i~© �1E.L CAS �A�S C� t2 1984 S.W. BILTMORE ST. SUITE#114 e .. ..-.._. PORT ST.LUCIE,FL 34984 PHONE(772) 785-9888 E-MAIL PWELCHINC@AOL.COM PAUL WELCH, P.E. FLA REG NO. 29945 FFEP" 3#3101N 2" C 200 120/240V ELECT. SERVICE NI 1 la MBR 200A MLO ELECTRICAL NOTES "EP„ , 200 120/240V 1)ALL ELECTRICAL.WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. O 2 1 a 2)A MINIMUM OF 75%n OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE MBR 200A ( }310,#6, 2"C HIGH-EFFACY LAMPS OR A MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES MLO SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED ----� -C TO BE HIGH-EFFACY LAMPS) 3)RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. #4 CU GROUND TIED 4)SMOKE DETECTORS TO BE 110V W18ATTERY BACK UP-ARC FAULT CIRCUIT TO BUILDING STEEL, . # 5)SMOKE DETECTORS 3 310,#6, 2"C CWP AND DRIVEN TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR GROUND ROUND SMOKE DETECTORS IN THE RESIDENCE #4 CU GROUND TIED TO BUILDING STEEL, ��( •�fi)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING:FAMILY ROOMS, CWP AND DRIVEN NOTE : USE ALL COPPER WIRE DINING ROOMS,LIVING ROOMS,PARLORS,LIBRARIES,DENS,BEDROOMS,SUNROOMS,RECREATION GROUND ROUND UG SERVICE BY FPL ROOMS,CLOSETS,HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. (3)-#3101N2"C 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 126-VOLT,SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING:BATHROOMS,GARAGES,KITCHENS,ACCESORY BUILDINGS, OUTDOORS,OR WITHIN 72'OF EDGE OF ANY SINK. 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. OPTION - "A" OPTION - "B" ELECTRICAL RISER 1 DIST. ELECTRICAL RISER I DIST NOTE : USE ALL COPPER WIRE NO SCALE NO SCALE I] qp cxv, 1."T VP L-r FAN/LT. yq 1�„ - _ — FAN/LT. FAN/LT. VGJFI I M i p GFI p p // w � J — . I & FO� I GFI/WP W J — 1 — U qp db FAN/LT. GFI 0 I FI � — � � DISC GFI �' ._ I I I I GFI ' I IFS 1 I� I GFi I ;r' I SERVICE I t�... PtXT��z>~ I f RECPT 1 i 5 i I IN ATTIC I `••' GFI � S�LGGT�p bjY 22 I I J _ GFI % l7�nrt lFlL jt3 ierdGR I I LT. W/PC 4l I d .......... . ......... � ,.�..Gi-I `GFI � G I � , ELECTRICAL LOAD CALC`S Ft�t-cL1Rr GFI — — — — — — —— - PER NEC �r�i �Ct_i~GTr g _-- I�Y dWiJ1�(Lr[3�.GR \ � - �b I 2467 S.F.@ 3 VA 7401 VA � �,,. � DISC 4 TWO 20A APPLIANCE CKTS 3000 ELECT. PANEL k __ LAUNDRY 1500 ct �� �15 — — — — DRYER 5000 3 00 220 E (200 AMP) GFI RANGEaD 12oaa WH 4500 DW 1200 0 D DISC REFRIG 1200 METER GFI/WP IRR. PUMP 1800 '. MISC 5000 TOTAL 42601 VA \ FIRST 10 KW @ 100% 10000 INC REMAINDER 40%0 13040.4 ems{ TOTAL 23040.4 A/C HEAT 100%100% 12000 TOTAL 35040.4 VA 36040.4 SMEF-T Numsm 240 = 146.0017 AMPS OF ELECTRFCAL PLAN 1/4" � 1'_(1T1 PAUL WELCH INC. NOTE; USE 200 AMP SERVICE MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BILTMORE ST. SUITE#114 PORT ST. LUCIE,FL 34984 PHONE(772) 785-9888 E-MAIL PWELCHINC@AOL.COM PAUL WELCH, P.E. FLA REG NO. 29945 87' 10" 101011 76' 6" - , 7r Orr 2' Orr 2 Orr 2' Oar 2' Orr r Orr 2r Orr 2' O/2' Orr 2' Orr 2' nrr 2' Or 2r Orr 2� Orr 2r Orr 2r Orr r Orr r Orr 2r 0/r 2r Orr r Orr 2 Orr 2r 2r Orr , Orr 2r rr 2r O; , -'_ r Orr 2 Orr 2r /r 2r C�rr r Orr 2 Orr 2r rr 2r Orr , r Orr 71011 4P W N -.l {J7 .p W N W W W W W Dp -P t - V 0 CJ1 W � CJ3 . CJ3 CJ5 Y . _ _ _. E7LEJ7 s 0i G�7 { 3 Z EJ7 G7 ( ( �_. _ w _�_ =r--- J7 ER r- - _. .. __,_....--� _ __:f �� �' C i �' f , E E ! u_� �. _ _.. _.�� ;J i # EJ7 EJ71 - EJ7 — _ _._._co a t� j {"� �) { t i � � L+r Q Ir # �I I — �Ii I1 ° 1 { ,. F[t`� #^� EJ7 — 1- »..._u ._..._... ew.w .._. ._ - E [ �i z I € 1 7C rr x Ia W Gi _. . , . -�' G7 � � '�:i t � r � � � � #I EJ7 — t - ._._ __�__.._-,_... ...�-�— �, �� W r I r i - 0 ER •` _.., _._._ . I �� jai I �> # t r 2 0 CL1)V i ii E Q ER ., _.;..: �_. :.�::, r; y 1 _ 1 , t ! t f ' � I � EJT1 CJ5 , .-.- m.:_ m_: .�:.. f O r � { 1 i�� I ! Ti � �� �� �; �� '9 �' � � � _��'—'�EJ7 - CJ3 ;,; i �► � I� I t3 V II �� EJ7 V3 o avCA ; , ' I F _# !' EJ51 I I j tv p. VA :€ f I _EJ5 —�:-�- — . _.,.—._._.._..W_.,r_,�...._,_:i � �� is � ! � �F � � i �� 1 � �� F� i �_ .: .�..�,e_.._x ..,.�.,....�.._., .,..,._.. �E�17 51011 I IlII r # �' I j °2,,Orr { ^7r Or} F7 � � EJ5 - !° # I f i i - --._. _. .._.e_�._....a.__ ..__,Ar�_ - = H I r, F JJ ` t€ A A 1 � � � i � g EJ2 ;. ,_. l I t 1 E , { It - _�_ -,� CJS -Z-- , CJ3 "' fi i r C44 L2co ^ , L1 RUSSES HAVE © © w ' - HIGH HEEL 101011 41011 4' 0" 291611 111411 27r grr 87' 10 con " TRUSS END DETAIL TRUSS PLAN NTS PLUMB CUT OVERHANG 12 5 4-3116" ~~� :rw � HEEL HEIGHT An Fs.. .......... � ` a c SHEET NUMBER 0 0 OF P.A�UL WELCH INC. - 1,-nlr MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE#114 PORT ST.LUCIE,FL 34984 PHONE(772)785-9888 E-MAIL PWELCHINC(cr7,AOL.COM PAUL WELCH,P.E. FLA REG NO. 29945 — TOE-NAIL SINGLE SHEAR VALUES PER NDS 2405 (lb/nail) NEARSIDE NEAR SIDE DIAh1. SP DF HF SPF. SPF-S IL NEAR SIDE 131 88.1 80.6 69.9 68.4 59.7 z FAR SIDE FAR SIDE Ci 135 93.5 85.6 T4.2 72.6 63.4 .1 .162 118.3 108.3 93 9 91 9 80 Z FA SIDE c•1 " R (� 128 64.1 76.9 60.7 65.3 57.0 NEAR SIDE NEARSIDE z O .131 88.1 80.6 69.9 68.4 59.T 148 100.0 9T.6 84.7 87-8 72.3 SIDE VIEW(2 X 3)2 NAILS M +. SIDE VIEW(2 X 4)3 NAILS f. FAR SIDE .120 73.9 61.6 581 $7.4 50.1 128 841 76.9 66J 65.3 57.6 IjO 131 88.1 00.6 69.9 68.4 59.7 SQUARE CLlT 14e loss 97.6 84.7 82.8 72.3 SIDE VIEW(2 X 6)4 NAILS VIEWS SHOWN ARE FOR. ILLUSTRATION PURPOSES ONLY VALUES SHOWN ARE:CAPACITY PER TOE-FAIL NOTES APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER EKA1v1PLEis AND STARTED in THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. TRUSS CONNECTOR SCHEDULETHE END (3) isd NAILS(.162'DIAhC.X 3."u}WITH SPf SPECIES H0770h1 CIfORD., 2 AS TO AVOID TUNUSUAL SPLITTING OF THE WOOD.DISTANCE,AND SPACING OF NAILS SHALL BE SUCH FASTENERS NOTES TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FOR LOAD DURATTONlNCREAS[OF i.15: - 3.ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES UPLIFT }p UPLIFT DESIGN 3 NA&SX 91.9(Ib/nall)X 1.15(DOL)=317.0lb MAXIUM CAPACITY FOR MEMBERS OF DIFFERENT SPECIES. A7&AS 2ND 1051 (1)-WTS 20 1450 (20)-10d 30• 87 1ST 1651 (1) HETA 20 1810 (8)-16d �o 2ND 2364 (2)-HETA 20 2500 (12)-16d CS EACH 1816 (2)-HETA 20 2035 (10)-10d X 1112" JACKS 1ST <500 HETA 20 1810 (9)-10d x 11/2" VERIFY 2ND AND 3RD BEARING SEE DETAIL ON PLAN 45 DEGREE ANGLE GABLE <500 ( )BETA 2fl 1810 (9)-10d x 11/2" SEE DETAIL LEVEL CUT ENDS 1Si ') 1 STRAP AT EACH END AND AT 48"O.G. VALLEYS&PIGGY CONT. 100#1 ( ) MTS 16 1000 (14)-10d X 11/2" NEAR SIDE NEAR SIDE EAR E BACKS N S(D 1 STRAP AT EACH END AND AT 24"O.C. ALLOTHERSAT NEARSIDE NEARDE CBS BEARING LESS EACH <1800# (1)-HETA 20 1810 (9)-10d X 1 1/2" AT CBS SEARING SIDE THAN 1800# NEAR SIDE ALL OTHERS AT qS• FRAME BEARING EACH <i000# (1)-MTS 16 1000 (14)10d X 11/2" AT FRAME BEARING i NEAR SIDE NEAR SIDE LESS THAN 10009 L)ILDERB 1ST SIDE VIEW(2 X 3)2 NAILS e I LAYOUT DATE 10 13 2021 CUT-SHEET DATE 10 13 2421 NEAR SIDE TRUSS COMPANY SOURCE SIDE VIEW(2 X 4)3 NAILS NOTE:ALL STRAPPING TO BE SIMPSON STRONG-TIE AS SPECIFIED. I _Q VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/(4) #9 SD X 21/2"TQ SUPPQRTING TRUSS AND(3) SIDE VIEW(2 X 6)4 NAILS ' TQ VALLEY TRUSS EN LIEU OF MTS16 AS STATED.VTCR SHALL BE INSTALLED AT EACH END AND z4"O.C.MAX. . TRUSS NOTES: • 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRU55 COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC.,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS,AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECT BE PROVIDED BYTREISS COMPANY. TOE-NAIL SINGLE SHEAR VALUES PER KIDS 200'I (Ibinail) 5) SEE TRUSS CONNECTOR SCH.FOR TRUSS TO WALL CONNECTIONS. DIAM. SP DF HF SPF SPF-S NEAR SIDE NEAR SIDE: NEAR SID E .131 88 80.6 69.9 66.4 59.7 L 63.485.6 . . a .93.5 NEAR SIDE e .16? 108.8 99.6 86.4 84.5 73.8 ' NEAR SIDE cri NEAR SIDE 0 .128 74.2 67.9 58.9 57.6 50.3 Q 131 75.9 69.5 60.3 59.6 61.1 NEARSIDE Z SIIJE NEAR SIDE I 146 81.4 74 5 64.6 fi3 2 52 5 N SIDE VIEW(2 X 3)2 NAILS ch _ NEAR SIDE SIDE VIEW(2 X 4)3 NAILS hI VALUES SHOWN ARE CAPACITY PER TOE-JAIL APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY ' EXAMPLE; (3) i6d NAILS(.162-DIAM.X3.5)WITHSPF SPECIES BOTTOM CHORD. SIDE VIEW(2 X 6)4 NAILS THIS DETAIL APPLICABLE TO THE FOR LOAD nulrAnnN INCREASE oFi.is: THREE END DETAILS SHOWN BELOW 3 NAILS X 84.5(IWaaI4 X 1.15(DOI.)=29d.5Ib klAXI UM CAPACITY NOTES 1.TOE-NAILS SHALL BE DRIVEN ATAN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT.(NAIL MUST BE DRIVEN THROUGH AND EXIT THE BACK CORNER OF THE MEMBER END AS SHOWN) . 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF MAILS SHALL BE SUCH ' AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30 TO 60 DEGREES 30 TO 60 DEGREES 30 TO 60 DEGREES 3a10Ep 3o.�p 4 -_ SHEET NUMBER OF PAUL WELCH INC. " MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE#114 PORT ST.LUCIE, FL 34984 �. PHONE (772) 785-9888 E-MAIL PWELCHINC a,AOL.COM PAUL WELCH, P.E. FLA REG NO. 29945 _ STUCCO CEMENT FINISH STUCCO CEMENT FINISH CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE#B FASTENERS AS REQUIRED BY WINDOW MANUFACTURER FILLED CELL AT JAMB BLOCK FILLED CELL AT JAMB BLOCK(TYPICAL) CMU WATER RESISTANT COATING (TYPICAL) CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE#i ) (SEE WATER PROOFING NOTE#1 ) MARBLE:SILL CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE#2) °'• 'o' Ilk • '• • ' CAULK SEAM AT WINDOW INSTALLTION CORROSION RESISTANT FLASHING 4 . (SEE WATERPROOFING NOTE#5) PER WATERPROOFING NOTE#4 , '• 1"X 3"P.T. 00D FURRING ALL(3)SIDES CONTINUOUS • ; :, 1 a 1 X 3 P.T.WOOD FURRING ALL(3)SIDES CONTINUOUS. •. CMU WATER RESISTANT COATING 4 A Q •e 'r •• r �'�• CORROSION RESISTANT FLASHING MORTAR OR GII;OUT •' •' ' :•'• •: :';• :,.••; (SEE WATER PROOFING NOTE#1 ) ' t PER WATERPROOFING NOTE#4 WOOD TRIM "G „' SETS]LL IN FULL MORTAR BED APPLY PERIMETER SEALANT CAULK 0 SEE WATER PROOFING NOTE#$ 112"DRYbNALL •• • •• ':,•, • BETWEEN BUCK&WINDOW FRAME „X t?T.WOOD BUCK WITH SEALANT PER ' ''` •! STUCCO OR DECORATIVE CEMENTITIOUS COATING (SEE WATERPROOFING NOTE#5) y" l WATERPROOFING NOTE#4 AND ANCHORED ANCHOR 1"X 4"P.T.(MIN.)BUCK WITH SEALANT TO MASONRY WITH 1/4"TAPCONS wl MIN.1-1/4" 8"C.M.U. PER WATERPROOFING NOTE#4,AND ANCHORED APPLY PERIMETER SEALANT CAULK EMBED.3"FROM EDGES&12"O.C. MAX. TO MASONRY WITH 1-1/2"CASE HARDENED COIL BETWEEN 13UCK&WINDOW FRAME „ NAILS AT 12"O.C.MAX. (SEE WATERPROOFING NOTE#5) SEE WATER PROOFING NOTE#B 314 FURRING TO MASONRY WALL NOTE : WINDOW FRAME SHOULD 13E COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN ANCHOR DOOR JAMB HEADER TO MASONRY IN SEATED ON THE DUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S STRICT ACCORDANCE WITH MANUFACTURE'S THE FRAME OVERHANG THE BUCK PRODUCT APPROVAL INSTALLATION REQUIREMENTS. STRIPROCT UCT ANCOVAL INSTALLATION REQUIREMENTS. EXTERIOR DOOR r3UCK DETAIL NO SCALE WINDOW HEADER AND JAMP3S TYPICAL BUCK 1IDETAIL NO SCALE NOTE : NOTE TAPCONS TO 13E INSTALLED THRU DUCK INTO 13UCK 2"K 8"P T. RIPPER NOTE : MASONRY w/MIN, 1-114"EM13EI)MENT PER DOWN TO 2 X 4-118"P T. w/3116"TAPCONS PROCUCT APPROVAL PER F13C 1715.5.4.3. 1-114"MIN. EM13, 4112"C.C. w/# 10 SCREWS, PER TAPCONS TO 13E INSTALLED THRU 13UCK INTO SUCKS MUST COVER ENTIRE DEPTH OF JAkl8S. PRODUCT APPROVAL. blASONRY w/MIN. 1-114"EM13E1 4tENT PER PRODUCT APPROVAL PER F13C 1 715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. o a d n HEAP?: 311B"X 3"TAPCONS 12"O.C. (TYPICAL) z 1/2"X 5-1/2"REOHEADS w/2" 01A.X 118"WASHER W (TYPICAL) p NOTE • 8 EE rr ■ ('� 4-112 3 2"X 6"(PT)OR 2"X 8"(PT) BUCK(TYPICAL) ,E f . ' 3/4 NOTE : WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE PRECAST NCRETE WIND RESISTANT FLUSH .Y•_, •r , •' ••• . • 31811 SILLAS MANUFACTURED BY CAST--CRETE(OR EQUAL) WITI""'I FP3C R!! 03.4 (1 .2) AS PER nETAI LS PROVIDED c� •• • �•• •r, •• •o, .{ 9 - GARAGE FINISH FLOOR 7-5/8" WATERPROOFING NCB NOTES : GARAGE F30OR JAMB ATTACHMENT TO CBS WALL NC SCALE PRE CAST CONCRETE WINDOW SILL DETAIL (16'4 X 8'-0" a 9'-0" X 8,-0" GARAGE DOORS) � NO SCALE 1. JAM MS : 2" X 8" OR 2" X 8" PT w/3/8" X 5-1/2" 1, PRIOR TO 13UCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW/DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER.THE CMU WATER RESISTANT ELVIRED. TITEN HIS w/ MIN. 2" 0IA. X 1/8" WASHER. (TYPICAL) COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS,THE APPLICATION " OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING(SILLS,JAMBS, 2. HEAD: 2" X 8n DR 2" X 8" P.T. w131j 8" X 3 HEAD)AND RETURN WALLS OF THE OPENING 8"MINIMUM EACH DIRECTION.ALL CMU WATER RESISTANT COATINGS TAPCONS AT 12" O.C. SHALL BE INSTALLED PRIOR TO 13UCK INSTALLATIONS.FBC R703.4AMMA-714 3. TORSION SPRING BLOCKING 2" X 8" P.T. w/ (4) 3/18"X 3" 2.INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8"BETWEEN BUCK AND MASONRY TAPCONS w/5/8" WASHERS. (STAGGER GRAIN) 3. PRIOR TO BUCK INSTALLATION APPLY 318"NOMINAL DIAMETER BEAD OF SEALANT 13ETWEEN THE BUCK AND THE MASONRY TQ PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK.COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE 13UCK SHALL 13E COATED Awl WITH A LIQUID APPLIED WATER RESISTIVE COATING/SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW ANT)DOOR OPENINGS.PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE 13ARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL.PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL,NOTIfERMIXEC) 5. PROVIDE CONTINUOUS 3/8"BEAD OF SEALANT ON WINDOW/BOOR FRAMES AT ALL PERIMETER ON FRONT STUCCO CEMENT FINISH x AND BACK SURFACE PRIOR TO WINDOW 1 DOOR INSTALLATION. FILLED CELL AT JAM13 BLOCK(TYPICAL) 8.AFTER WINDOW 1 DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK(OR PRECAST SILL) AND THE WINDOW/DOOR TO ENSURE A WATER RESISTANT INTERIORAIR SEALAROUND THE ENTIRE PERIMETER. CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE#1 ) • • ' F'►�,•.'o�l I1%fr �tom'++b" :. • r ' 1"X 3"P.T.WOOD FURRING ALL(3)SIDES CONTINUOUS TRUSS CONNECTOR SCHEDULE __..__...._.. t aztt.�`cat. s a e TRUSS IL7 BEARING POINT •• WOOD TRIM / 1,o'K " A7&A8 2N0 1051 (1) HTS 20_ I_ _ _145a 1(20)-lad S C ., zrso -_W.. ._-- --- (z1 HETAzo 2500 ;(12)-lsd— _ 1 X P.T.WOOF]13UCK WITH SEALANT PER BETWEEN BUCK WINDOW FRAME WATERPROOFINO NOTE#4 AND ANCHORED -- ._..__..__I (SEE WATERPROOFING NOTE#5) TO MASONRY WITH 1-1/2"CASE HARDENED _- _-_ _ .. EACH _181fi ( I_+ Azfl� zags (aolloaxl iiz —'------_-.,--- COIL NAILS Q 12"O.C.MAC I _15T' c50a HETA20 lain L-- {9}-10dai1/2' � VERIFY NRa3R6 RING 2AN8EA SEE DETAIL ON PLAN_ CORROSION RESISTANT FLASHING _ - PER WATERPROOFING NOTE ---------- --- ------ GABLE EN05 1ST c50n HETA 2a.__..._... k810 I {9}IatE X 11/2" SEE DETAIL SEE WATER PROOFING NOTE#6 i 1- -. - _-- ' .(. 1 STRAP AT EACH END AND AT48"O_C. I -v --- _....__...._...._ - __- __. ._.___...._.___._._.._F-.._. _1 ____—..__.--- _,_.. ._..-___ _._..—_..._._-----.....� -. ._ ANCHOR DOOR JAMB AND HEADER TO 4 x BUCKS IN VALLEYS&PIGGY ..._ _�__. I 1 � STRICT ACCORDANCE WITH MANUFACTURE'S CONT. 100 a PLF { 1 MTS 1s lnna (k4)-loa x 11/2" 1U PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. -___. . ._... . ___-._... T 1STRAPAT EACH ENDANDAT24"O.c _ ALL'OTHERSAr --------- FPAm 0� .._ _ CBS REARING LESS EACH <180a# {1)-HETA 20 ! 1810 I (9)-lad X 11/2" ATCBS BEARING i a SLIDING CLASS I�DOoI �3UCK DETAIL THAN180ati ,� LLorHERSAT FRAME BEARING EACH 1000fi (1)-MT516 1000 f (14)-10d X 11/2" AT FRAME BEARING NOI �iiALE LESS7HAN 1fl110fL�._-- ---._..__- _...___ --- i --------I--- _ TRUSS COMPANY i 8UEL UR SOURCCEE LAYOUT DATE i 10/13/2021 i CUTSHEETDATE ! 10/13/2021 � -i ------ -- N(?TE:ALLSTRAPPING TO BE SIMPSON STRONG-TEE AS SPECIFIED. NOTES: SHEET NUMBER 1Q VALLEY TRUSSES MAYBE ATTACHED W ITH SIMP5ON VTCR W/(4)-#9 SA X 2 k/2"TO SISPPORTING TRUSS ANO(3)-#9 50 X 11/2" TO VALLEY TRUSS IN LIEU OF MT516 AS STATED.VTCR SHALL BE INSTALLED AT EACH END AND 24 O C MAY ---- OF P A iJ l WELCH.i:J.l.,f CH INC. TRUSS NOTES• 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. MECHANICAL ELECTRICAL CIVIL ENGINEERING 2} CONTRACTORTO PROVIDE PAUL WELCH INC,AN0 BUILDING DEPARTMENT WITH ENGINEERED_._.__._ __._ _ -- -- . 1984 S.W.BILTMORE ST. SUITE#114 TRU55 DRAWINGS BEFORE INSTAIlINGTRU55ES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS,AND DIMENSIONS BEFORE ORDERING, _ _ PORT ST. LUCIE,FL 34984 —V ANDINSTALUNGTRUSSES. _ _ PHONE(772) 785-9888 E-MAIL PWELCMNC@,,AOL.COM 4) TRUSS TO TRUSS CONNECTIONS TOBE PRO VI0E0$YTRUSSCOMPANY. - - 5) SEETRUSS CONNECTOR SCH.FOR TRUSS TO WALL CONNECTIONS. _.— _ __.--- ------_.. _--.---- -.-- PAVA+WELCH,P.E.FLA REG NO.29945 WALL FINISH/INSULATION NOTES 1) INTERIOR TO BE l" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. z" THICK WITH (13 GAGE, 1 $" LONG, 2" HEAD; 0.098" DIAMETER, I I" LONG, ANNULAR-RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15" LONG,I—" HEAD; OR GYPSUM BOARD • 64 NAIL, 0.086" DIAMETER, 15" LONG, 32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. SEE TYPICAL WALL SECTION FOR 3} WALLS AT SHOWER TO BE TILE PROVIDE CEMENT, FIBER-CEMENT OR GLASS • ADDITIONAL INFORMATION MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR PRE-ENGINEERED WOOD TRUSSES C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' SEE TYPICAL.WALL SECTION FOR @ 24" O.C. (MAX SPACING) RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER PROVIDE 1p'Ex 2.2�t SOFFIT VENTS @ 48" ADDITIONAL INFORMATION AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). "SIMPSON" STRAP PER TRUSS 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF PRE-ENGINEERED WOOD TRUSSES CONNECTOR SCH. NOT GREATER THAN 450. STUCCO OVER WIRELATH W/ 11 GA 2" @ 24" O.C. (IVIAX SPACING) 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD NAILS WI$" O HEAD @ 6" O.C. OVER STP CLASSIFICATION OF NOT GREATER THAN 200. 2' METAL RIB LATH @ 6" O.C. WI (2 CONNE"SIMPSCTOR SUCH,PER TRUSS 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL LAYERS) OF 15# FELT OVER WD HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE FRAMING MEMBER (TRUSS TAILS). SO FFIT OFFIT DETAIL CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO STUCCONTS _ THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL #5 REBAR W190 DEGREE HOOK COMPLY WITH SECTION FRC316. ( �-� -- ,16"x 16"CMU COLUMN WITH STUCCO CEILING PER STRUCT. (4)-##5 BARS VERT. FILLED WITH 7} PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL �CnTOM Cow� NOTE# 14 CONFORM TO ASTM C 36, C 79, C 79, C 475, C 514, C 6309 C 931, C 9609 C 1002, C 1047, C � il`U55 ------••• #5 REBAR Wr 90 DEGREE HOOK (3000 PSI) CONCRETE ' 1177, C 1178, C 12789 C 13955 C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC AND ADHESIVES FOR THE STUCCO CEILING PER STRUCT. 8"X 16" CMU COLUMN WITH (1 ROW) INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 NOTE# 14 (2}-#5 BARS VERT. FILLED WITH 8"XS" CONTINUOUS CONCRETE (3000 PSI) CONCRETE, BEAM BLOCK W/(I)-#5 BAR IN 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS CORNER COLUMNS ARE (3000 PSI)CONC. FILLED EACH CELL OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING (1 ROW) 8"X 8"X 16" t:MU COLUMN WITH ASSEMBLIES, ROOF-CEILING ASSEMBLIES WALL ASSEMBLIES CRAWL " l9�WAl(WALLS 8"x8"CONTINUOUS CONCRETE (3)-#5 BARS VERT. FILLED WITH 8 PRECAS LINTEL WI(1)-#5 BAR STUCCO FINISH ME AN17 CI.G) BEAM BLOCK W/(1)-#5 BAR IN (3000 PSI) CONCRETE " SPACES AND ATTICS SHALL HAVE A FLA SPREAD INDEX NOT TO EXCEED 25 (3000 PSI) CONC. FILLED EACH CELL I IN (3000 PSI)CONCRETE FILLED CELL WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 2 X 4 0 rO?PLAT 09 (SEE LINTEL FOR MORE INFORMATION) WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 1�" x� " mm, t;IaIJNM 8" PRECAS LINTEL W/(1)-#5 BAR STUCCO FINISH ---- " #5 REBAR W130 MIN. LAP SPLICE IN (3000 PSI) CONCRETE FILLED CELL ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 2 X 4 WOOD 5W5 @ 2411 (SEE LINTEL FOR MORE INFORMATION) FINISH GRADE ENERGY CONSERVATION RESIDENTIAL. OL. OR I „ x 3 „ METAL #5 REBAR WP30" MIN. LAP SPLICE __.,,- _..�.. ,. . 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACED TO 5i11t75 @ 24" O.C. I -- FINISH GRADE .' UNCONDITIONED SPACES SHALL BE WEATHERSTRIPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING " r7m&L OOTH 11 ' SURFACES,A WOOD FRAMES OR EQUIVALENT BAFFLE OR RETAINER IS 51Pi<5( �WALL FIfd15H .� REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT q" x I" IrMl3l7 rC'S A17JA fop, 5HO ,' _ --°------- t5nvo.-PSI) CONC. FOUNDATION LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. @ 2431 O.C.�� AI7JAG�NfrO SHOVu> f? � � SEE PLAN FOR SIZES AND @ TO CC35 WALLS ANO TIIP} '- °° - SPECIFICATIONS 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR T LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH TYPICAL C®LUl�'gl�l Slo-'iCTION ''tOV. P®RCH2 X 4 P.T.Wo017 POff. (. PS!)CONC. FOUNDATIONNTS R402.4.4. PLAT SEE PLAN FOR SIZES AND 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH 0I;I!'E x 3 8„ mem SPECIFICATIONS 5 WIONDOWS SKYLIGHTS AND SLIDING GLASS DOORS SHALL '2� �W'TAPb�5�-� ����-s� TYPICAL COLUMN SECTIO.,- ,, CO V. PORC�3} RS HAVE AN AIR @ 24 O.C. CNTS INFILTRATION RATE OF NO MORE THAN 0.3 CTM PER SQUARE FT, AND comcros FLOOR SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. STRUCTURAL NOTES TYPICAL INTERIOR NON-BRG WALL DETAIL NTS 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS,AND -Y"1 L.(;-; (Zob F b v I-rZ aO RA t- [Zb a r` 014 p t4 Iroc,tea L..—rc l_r COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 7-t r:. S SAL ( l r n(a) b .. �S r 4 c. �c©�r�-c. r r r4-r p'M � COMPRESSIVE STRENGTH AT 28 DAYS. I913�." c.vx 1'�r_Yw r�o� wI �_8_el �A 6°� 3�'', �'0'� ��`°''�"'�b Rjkl6, 5H.6,0I< UA(LS PF_IZ S0*AM14'Wei , wi e-4 Iz046-,G4 Ai4K � 4) SLAB /FOOTINGS TO BE CONCRETE WITH A MINIMUM9 PSI COMPRESSIVE W A I L5 PE M TZO°F W,41 L1 QC, P&TA I L STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PRE-ENGINEERED WOOD TRUSSES PRE-ENGINEERED WOOD TRUSSES ' 3" BEAMS: 1 Z" SUSPENDED SLABS: 1 z" FOOTINGS. @ 24" O.C. {MAX SPACING) 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETER EXCEPT AS @ 24" O.C.o.c. {MAX SPACING "SIMPSON" STRAP PER TRUSS "SIMPSON" STRAP PER TRUSS u P_� NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. CONNECTOR SCH. CONNECTOR SCH. F-4 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. METAL FLASHING (DRIP EDGE) METAL FLASHING (DRIP EDGE) rz-3 m INSULATION 8} SPLITTING OR CRACKING OR STRUCTURAL COMPONENTS DUE TO 'rz re P9 r m r r>Z,x e, F 2 x (n Pmr- p>z 1 lvt r p •s Prauc.E INSTALLATION OF HARDWARE IS NOT PERMITTED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD " DRYWALL(CEILING) STUCCO SOFFIT PER DETAIL Z" DRYWALL(CEILING) s STUCCO SOFFIT PER DETAIL PRACTICES. 0- P_ow�) #5 REBAR W190 DEGREE HOOK 0. Rows) #5 REBAR WI 90 DEGREE HOOK 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING- 8"X8" CONTINUOUS CONCRETE °; WX8"CONTINUOUS CONCRETE SHANK NAILS AT 4" O.C. PERIMETER AND 611 O.C. FIELD. BEAM BLOCK W/(l)-#5 BAR IN 8"X8"X16" CONCRETE BLOCK BEAM BLOCK WI(1)-#5 BAR IN 8"X8"X16"CONCRETE BLOCK 11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD (3000 PSI)CONC. FILLED EACH CELL (MASONRY) (3000 PSI) CONC. FILLED EACH CELL (MASONRY) SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES AND 6" Q.C. FIELD, OR SCREWED WITH DRYWALL $" PRECAS LINTEL W/(I)-#5 BAR #5 VERT. REBAR IN (3000 PSI) $ PRECAS LINTEL WI(l)-#5 BAR #5 VERT. REBAR IN (3000 PSI) SCREWS 1.5" LONG AND 0.131 DIA. IN {3000 PSI) CONCRETE FILLED CELL CONCRETE FILLED CELL IN (3000 PSI}CONCRETE FILLED CELL CONCRETE FILLED CELL 12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS AT ALL DOOR OPENINGS AND (SEE PLAN FOR LOCATIONS) AT ALL DOOR OPENINGS AND (SEE PLAN FOR LOCATIONS) SHALL HAVE 8' BEARING. WINDOW OPENINGS (SEE LINTEL WINDOW OPENINGS (SEE LINTEL 13) PROVIDE #5 CORNER BARS W/30" MIN. LAP SPLICES FOR BOND BEAM. SCH. FOR MORE INFORMATION) SCH. FOR MORE INFORMATION) 14) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO FINISH STUCCO FINISH STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/g" O HEAD @ 6" O.C. OVER z" DRYWALL (WALL) ROUGH BLOCK 1X2 FIRRING @ 16" OR 24" O.C. 3,, ROUGH RIB LATH @ 6" O.C. W/ (2 LAYERS OF 15#FELT OVER EACH #5 REBAR W13o° MIN. LAP SPLICE F1 FOIL INSULATION " FRAMING MEMBER). CONC. CURB P ICE #5 REBAR W130 MIN. LAP SPLICE FINISH GRADE 0'-o" FINISH GRADE 11 11 s a °I• � (900 PSI)CONC. FOUNDATION 3�oa PSI CONC. FOUNDATION -- ) SEE PLAN FOR SIZES AND SEE PLAN FOR SIZES AND SPECIFICATIONS SPECIFICATIONS TYPICAL WALL SECTION GARAGE NTS TYPICAL WALL SECTION NTS SHEET NUMBER OF 3. AUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BILTMORE ST. SUITE#114 PORT ST. LUCIE,FL 34984 PHONE(772)785-9888 E-MAIL PWELCHINC@AOL.COM PAUL WELCH,P.E. FLA REG NO. 29945 Level 1 N 50 CFM 120 CFM 50 CFM ' 4" Duct 6" Duct 4 Duct ;z 4" Exhaust Vent 6" Exhaust Vent 4" Exhaust Vent Master Bed WIC Master Bath 10 x 6 Bath 113 cfm 10x10 10x10 10x6 12x8 148 cfm 148 cfm T 71 cfm F 238 cfm 0 8 x 8 711 67 cfm Bed 2 8 x 4 Bed 3 511 T 41 cfm 18x18 5r' � Lin T 12x12 330 cfm 8 x 4 12 x 12 Hall 2 30 18 238 cfm / F 2 cfm 234 cfm 960 fm 1611 7 �� ❑ tr Clst 91 411 " 6+ 'T 4 1' 9 1 12x8 V 120 cfm 7 r, 18 x 18 10 „ Living 10x10 10x10 �� 6 =, 6 " 10x6 152 cfm 152 cfm 16 119 cfm T T � 5 �, 10x6 � 74 cfm UCTS IN THE GARAGE AN 1811 UCTS PENETRATING THE 711 1411 411 1211 WALLS OR CEILINGS 7 " Hall PARATING THE DWELLIN FROM THE GARAGE SHALL BE 'Y'q1ti , 511 78x4 1811 CONSTRUCTED OF A MINIM M ,1 L 2 �T� (2x NO. Bath 2 4 cfm 8 ,: Laundry 26 GAGE (0.48 MM) SHEET � Dining STEEL, 1 INCH MINIMUM RIG D � Kit Nook NONMETALLIC CLASS 0 OR 4. CLASS 1 DUCT BOARD, OR ,yGarage OTHER APPROVED MATERI�. „w 3F 12 x 12 AND SHALL HAVE NO 204 cfm 204 cfm 10 x 6 OPENINGS INTO THE GARA E �� Ta �5 56 cfm 3E ,, Pantry ;'bo 2kIt VIT wCi + : 50 CFM r�s 4" Duct 80 CFM bw 3�, 3„ 4" Exhaust Vent 4" Outside Air Line SHEETNUMBER "` A ]PA.� WELCH I`IC, HVAC PLAIN 1/4" = 1'-p" MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BILTMORE ST. SUITE#114 PORT ST. LUCIE,FL 34984 PHONE(772) 785-9888 E-MAIL PWELCHINC AOL.COM PAUL WELCH,P.E.FLA REG NO. 29945