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HomeMy WebLinkAboutPLANS*WARNING* ALL BEARING POINTS MUST BE INSTALLED PRIOR TO INSTALLING ANY TRUSSES! FAILURE TO DO SO MAY RESULT IN DAMAGED TRUSSES AND WILL VOID ALL WARRANTIES. 0 N I I' -THIS IS A PLACEMENT PLAN FOR ENGINEERED UVIL✓LI\ V VY/'1C\IYIIYV -BRACING: -SEE FINAL ENGINEERING SHEETS FOR THE - -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. -ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE -OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING -FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. 15' 7" 14' 0" 54' 0" MZIN% 16' 8" 5' 8" 10' 4" 21' 4" 54' 0" TRUSS PLACEMENT PLAN O CV 00 8'-0" PLATE HT. 10' -8" PLATE HT. HARDWARE: =HUS26 HANGERS (QTY. 6) =THD26-2 HANGERS (QTY. 1) Indicates Left End Of Truss 4 3/16" 1' 4" 7 5/8" FRECEIVED JUN 0 2019 ST.cie County, Permitting a_N f1• 0-' C W U) Z> PAUL WELCH INC. MECH•ELECT-CIVIL ENO. 1984 WLTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E. FLA RAG N0.24945 MAY 1 5 2019 171EV I,C_W f-> 6 -- ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS ECTO EAST COAST TRUSS O 5285 ST. LUCIE BLVD. PL. PIERCE, FL 34946 OFFICE: (772) 466-248o FAIL: (772)466-5336 cc CUSTOMER:Hometech Contractors JOB NAME: 1553 Model ADDRESS:5302 Hickory Dr. CITY/COUNTY:Ft. Pierce/St. Lucie JOB # J37731 JOB # FILE MODEL:Custom SQ FT 2221 DATE 04/25/19 (LATEST=05I03I19 IN ACCORDANCE WITH T9E FLORD7A ADM1IIIYIS'CHATIVE CODE - 61G1SS.31.003 (3) (e), EAST COAST TRUSS is the " True, Deign Engtueer" Tree sere dais. in ,ecordnnee with the Florid, Building Cade NOTE: - By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: Date: A J Q Z LL 0 CODE = FBC 2017/TPI2014 ASCE 7-10 W DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY= II EXPOSURE = B MWF SPEED =170 BUILDING TYPE =ENCLOSED (— MEAN HEIGHT: 15.00 (n GRAVITY LOADS C) W FLOOR: DUR FACTOR= 1.0 ,J PSF=TCLL-TCDL-BCLL-BCDL Z 40.0,10.0,0.0,5.0 ROOF: DUR FACTOR= 1.25 (n PSF=TCLL-TCDL-BCLL-BCDL W 20.0315.0, 0.0,10.0 LOADS PER FBC & FRC (n *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf F_ W DEFINITIONS - - -- - 0 MWF = MAIN WIND FORCE O C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TIC = TOP CHORD W BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS O UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS Z DRAWING. ALL GIRDER/COLUMN LOADS MUST Q BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 6 STRONG BACK BRACING, 10' 0'O.C., IS I RECOMMENDED ON FLOOR TRUSSES 00 ^ SPANNING 20'-O" OR MORE ly OUST BE SET WITH A SPREADER BAR. THE U SPREADER BAR SHOULD BE AT LEAST 1/2 f0 ?/3 IN LENGTH AS THE SPAN OF THE TRUSS Q 3EING SET. 2EFER TO BCI-B1 FOR COMPLETE O RECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES REVISIONS 1. 5-3-19 Address Change Per Bldr. SB r- 2 O 4- SCANNED 5- BY �- 6- St. Lucie Countv N ca (1/4" if plotted 24x36) . Designed By: SB FILE i _4 c ; Planning & Development Services Department • Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: HOMETEC Project Address: HICKORYST. _ Permit* Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications Involving the following: o New Residences (single or multi -Family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure- * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2017Editlon with 20_ Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed Partially Enclosed _Open 3. Risk Category: -I X II_ III IV Exposure Category: X B C D 4. Design Wind Velocity 260 mph 124 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15 ft Roof Pitch: 6 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 16.0 16.0 16.6 27.6 27.6 26.2 Zone 1: _25.3 Zone 2i _44.0 Zone 3: -65.1 Zone 4: -30.0 Zones: 37.0 Garage: _34.1 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Uve: 20 Balcony:, N/A PSF Dock: NIA PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: NIA PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yas _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? 7C Yes __Not Applicable Explain Why Not: - 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? ,Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 J 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address sl.CCUV corm # a2U-12 Revised 3/1S/12 (is) - l Planning & Development Services Depar(frignt Building & Regulations Division , Product Review Affidavit Building Permit # Owners Name _ Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer - Modal Number Product Approval Number Glass Tvoe Method of Attachment windows �/GE. W7 4/-(o0 P1)gsil� FL>� r2 N° '. b�A"X �n w�"Orl:-�AeD ioPCo Mullions '� -.4,IZ M 5 G !'L� 5353,2 Np a"# 4• e ' utp '°eGOwi Fixed Glass N /A INet-pae _ Block Glass Skylights hlasapoors. 1Nc l�.m 4� [l.4 5 32:Z 5+� b�'r(Y1�. � Mfair ~ swln T Doors. eaWF4/-401;.Zslltlin IUEZNA TCt1 hM'DUTbI iARL�21133rsFrench Doors toar uDooro SG46sA� On.W(.-tlp `2+1/6/0�>3 NA `° t6`IXI5-r5"I-A&14aW ONCrP0peg Hurricane Protection i"Li-``J � h 1% FA e w 'L4 't. rI Iol i 1 %8,'xj f., /A *A L.L 01 Nr -IOLIO q Roof Ventltaftn /•/ Roofing Material uL'f 1 4o k ��1.+ 19Q� h CW tfvj eNiNrL oa�¢IDaE FL+4. io,�21, I S♦\tNGI_E �.A'Rjrhsl.l�L�i (fo f'r2- 3 TADI I have reviewed the above components or cladding and I have approved their use in this structure. Thgce products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: PAULWELCHP.E. ONPLANI- Signature: Design Proh PAUL WELCH PIE.! 299 g Cert:: No._45 Date: LINTEL SCHEDULE LINTEL # LENGTH/ TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-1 1T-4" 208" PRESTRESSED 1326 384 520 200 8F201B-IT L-2 4'-0" 48" U-LINTELS 3820 6510 3079 996 8F16 011-1T L-3 3'-6" 42" U-LINTELS 5163 384 3547 200 8F16 OB-IT L-4 T-6" 90" U-LINTELS 2661 2538 1634 524 8F161B-1T L-5 2'-10" 34" U-LINTELS 6113 200 4460 200 8F16 OB-IT L-6 5'4" 64" U-LINTELS 5365 1046 2290 306 8F161B-1T L-7 12'-0" 144" U-LINTELS 1254 1096 697 502 SF161B-1T L-8 N/1Tx`. 13'-4" 160" U-LINTELS V rvcwr i rwm-r. . 1 1075 368 1 545 200 8Fl6 1B-IT - - ..,ovvtncsl UASELOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREELINTEL .AS NOTED ON PLANS. VAS -- NOTES: r(� e COMP ll 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT, SHALL VERIrdAQ.�� UC►E CC DIMENSION;, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.S 1 • �' O C_ 2) STRUCTUR4L FEATURES NOT DETAILED ON THESE PLANS WILL BE B C° ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIN] ENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA - - --70) 2014 ED17ION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TER, IITE INFESTATION AREA PER FRC 301. +i N ! a.-O"/Co C. i i - .. •Eu al iQ I I I $!-M1 t" .. 3 2'. 11'-5" I 6•-2."__' 4'- 10 f @'-?-.-_... 6'-9" 8''-3" 4'- 2. I/2" .. I _ _ 2sH L•,` .25SH EGRLS - 606'wo TEMP TEMP He (2) 255 EGRESS. 111111117 Ell • - - -- 11'-T 1/2"... 2'-3 t/2,. -3 1/2"a1 I 13-4 3/4' - - 5068BF'- a 16 COUHIEIi' O4ER c' ix 42" KNEF WALL- `� BEDRQOM :3 I ' n 0 YAVLT/TILE 8'-0`/CARPrII I MATSRA7YEfiCiARSPUE --1 i7 iI ii . GREAT ROOM "° 39" EF. VAULT/TILE I ` 7 11 1 do do f \ tl J - - - - ( T S EL I I PANI Y- I Yt$e t _I CJ tHALL-BATH22" x 36" AT I 1 Q n 8'�0"/tiLE i I P ACCESS - _ _. 8'-4 1/2' w _ " ,^'11" - y1�" 14.-10. T 3 P`61,41 17 ,. I��� .._ ,. ..�. `\,. .. >, a 2868 - .. HB WCrQ '' ry to 1; , DINING RO0L1 $ i D YERI I N.1 - " VAULT/TILE t0 A710 .i I , FQ \ 4i 20688 V ULLT/TLE Ilfwi IILOAAT NI `a d / 1UTIl B..IiC)RO{)iYl {j2 r•r. 3068 w�TEAii'_-. ' 1 B'-O"/CARPET 36ELITE- N ---410 2 t/2.• L� -- N 8'.o"/riLeIZvJAiL ` �AtG ����lll i Llw 50688E r ° - Ibd ¢2t plLPi in _ iii F1D -. . J . _ (2) 155H EGRESS, A U `•.\ "Jt"hi GN - ---- (7) 25SH EGRf=SS PRECAST LINTEL " ` QOLUMN (TYP:} E_Nl RY _ WH) L iJs tp . STlaet P� �1re�Hl iL 4 cc e -.L-- __ _j lG j " GA- ;-� N lJ, rt ..r b / / UTiLiTV SLAB / g 1- HB 20'" 0 3/4" Ij I l.`� W-O' X 7 0" OHM - ttECE2VED Jul 06 I'll ST. Lucie County, Permitting FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS �& Well Date: 5 Z iq __. Reviewer - TABULATIONS,, LIVING ENTRY 48 SQ FT. PORCH 168 54. Fr. GARAGE 1 d 470 S . FT. SCI FT. TOTAL I A? i, PAUL WELCH INC. fVtECHMtaaAL 'v ELECTRICAL: CiViL ENGINEERING t 9$4 S W: BILTMOFIE ST. SUITE# 1 14 / POFM SXINT LUCIE, FL 3,498Q v - PHONE. _ -. EMAIL ,. ... _ (772) 785 IN 98$8 PV ELCHit°IC@AOL.COM PAUL Wtal_ICH P.E. FL. REG. f4o. 29945 I e , L I W U1 W W Lt1 C] ut U) N Q U) X Q p0_ O O LL Cr Q LU ix Q to 1- I" 1-- Lu V ua i- 11~ x F- Q Q <i < 4.0 a Q to Q I �P RIDGE VENT i C. SHINGLED T. 6 RO01' (TYP,) 0'- 8 - IN-G _ 1. 4" ,1 1,_4.. Ii — I ° - -- 4' STlIrrO SANE f T _ — — — } FRONT ELEVATION 4 24 s/- 29,8 * 29 S/- l r7 ' SHINGLE �- 21 I.,� ROOF (TYP. Z'. L: i 1 1 i t -_----------- - - - -- -- - --__-- - - -------------- - ----- LEFT ELEVATION 12 PROOF TYR) .� JTv �J Ah -- — — — _—.,.._. _..._. — ..-.. r. — �. — _ _ ... ——.r-_... ._ — — — — — _v RIGHT ELEVATION RIDGE VENT _ 12 CALCULATE ATTIC VENTILATION s WGL D 6 - - ROOF (TYP) CEILING = 2239 SQ.FT, 2239 /300 = 7.4633 REQUIRED VENTILATION C z 234 L.F. OF 6 " X 18 " VENTS @ 48 " O.C. = 43.875 SF 12 - 21.9 SF AVAILABLE FOR CROSS VENTRLATION irYr7 " 21.9 SQ. FT. > 7.5 SQ. FT. SOFFIT VENTILATION OX PROVIDE 6" X 18" SOFFIT VENTS @ 48,,6.c. �i f REOUIRED VENTING IN THE UPPER PORTION OF THE ATTIC j 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 3 7.463 X 40% = 2.985 SF OF RIDGE VENT 7.463 X 50% = 3.732 SF OF RIDGE VENT RIDGE VENT T _.__ 18 L.F. OF OF 2 " VENT = 3 S.F OF RWGGE VENT YYY REAR ELEVATION PROVIDE 18 LF OF RIDGE VENT _ PtAUL WELCH INC. M19CRANICALL ELECTRICAL CIVIL ENMWEERING 1984 S.W. BILTMORE ST. SUITE# 114 PORT SAINT LuCIE, FL 34984 a PHONE EMAIL. (772) 785. 98W PWELCHINC@AOL.COM PAUL WELCH P.E. FL. REG. No. 29945 • MAY 1 p 2019 co z I L� I WW � m Q n 04 u CC � W W W Q W Q I -`I Q U t; 0 lm C�1 L� I WW � m Q n 04 u CC � W W W Q W Q I -`I Q U t; 0 lm C�1 3 # 3/0 THIN IN 2" C ELECT. SERVICE 20�1 ;L M13R 3 # 3/0, #4, 2" C #4 CU GRND TIED TO BLDG STEEL, CWP AND DRIVEN GRND ROD "EP" . 120 / 240V 1+ 200A MLO NOTE: USE ALL COPPER WIRE. ELECTRICAL iR,ISER / DIST. . ,eats... OPTION "A" ELECTRICAL LOAD CALC'S PER NEC 1528 S.F. @ 3 VA TWO 20A APPLIANCE CKTS LAUNDRY DRYER RANGE WH DIN WP TUB (OPTION) REFRIG IRR. PUMP (OPTION) MISC TOTAL FIRST 10 KW @ 100% REMAINDER 40% Irliral A/C HEAT 0. 100% TOTAL 34393.6 240 = 143 AMPS USE 200 AMP SERVICE 3 # 3/0 THW IN 2" C UNDER GROUND ELECT. SERVICE , - 2.00 MBR 3 It 3/0, #4, 2" C #4 CU GRND TIED TO BLDG STEEL, CWP AND DRIVEN GRND ROD 120 /240V 1 200A MLO ° NOTE: USE ALL COPPER WIRE. ELEgRICAL RISER / DIST. nts.,- OPTION "B" 4584 VA 3000 1500 5000 12000 4500 1200 1200 1200 1800 6000 40984 VA 10000 12393.6 22393.E 12000 34393.E VA j - E 1_EvC; 1 P JCAL SYMBOL LEGEND SWITCH. Sj DIRECT WIRE ® WALL MTD LIGHT 3-WAY SWITCH % PHONE JACK <PH CEILING MOUNTED V LIGHT FIXTURE `I' WALL MOUNT RECESSED GAN DIMMER S4VITGH SPEAKER - LIGHT FIXTURE �y 6 110 V OUTLET TV JACK FLOOD LIGHT HAITI: HOT PLUG SMOKE DETECTOR Isa LEG ORESCENT � 220 V OUTLET EXHAUST FAN PREWIRECEILINO FAN ONLY OU" IA000)a0cCp 1 I 1 I i 1 U I 1 ( 1 I i WP GFI (I n \ —_ - fl Ix ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACKUP -ARC FAULT CIRCUIT ' 5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY.. 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 7) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. �"R' - GFIE I J PH �R? GrjE I l I I U t (I I i 1 I I I 1 t i G J I cF FI J 1 i / U li I Jllc r `_ �_ .�p,•('`L 50CFM VTR f �l ' rJ' \ / � . GFI. co I ! _ c I1 I t \ U PIS _ __ - - _ �--�K----_- � I ul VIP GFI LIM ------ i I I I I i it \\ti 4 � � All=7 rm �..'I - - t L_—u Lt! �. I—l��y� cFl \ F, -1 J]F / ( L _ - I 1 I I F-- 1> I i I 44 II if I1 /i bl�.. 1V1 IVI% I A I I A I Pw FOR OPENER ttl,6 f;L. — WP GFI NOTE: THIS PLAN "NOT TO BE USED FOR VERTICAL 13AR PLACEMENT", SEE FLOOR )CLAN ( SHEET #1) FOR CORRECT LOAOTIONS. PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN A" SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL .ACTIVATE ALL. I 0 '(HESE PLANS AND ALL PROPOSED WORK ARt Q$ST TO ANY CORRECTIONS AgOUIREO BY FIELD INSPECTORS niff DAY BE NECUA&ARY IN OSUR `i'i4 C(3(,OO WITH A44,APM4111A 0.00W PAUL, WELCH INC. MECHANICAL t ELECTRICAL * CIVIL ENGINEERING 1984-S.W. BILTMORE ST. SurrE#1 14 PORT 19 "T LuCIE, FL 34984 PHONE EMAIL-. (772) 785 - 9a;aa ., PWF.1- - INC z4ati~ COHI PAUL IIVELcti P.E, F1.;, REP. No. 29945 c:) Q g [L' W ca d w LL W 0 z Z M Z W G3 u b LNi 0 EE W w Q LL LLI UJ LU LU ® �<(( LLI I— I— I— I-_ < <C <C <C -� L3 C.7 (n Ll Q 1 ol C) MAY 1 0 2019 TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN 409G, B04G, & CO2G EACH 896 (1)- HETA 20 1810 (9)-10d X 11/2" B02G EACH 1954 (2)- HETA 20 2500 (12)-16d A13G 1ST 861 (1)- HETA 20 1810 (9)-10d X 11/2" VALLEYSH CONT. 100 # PLF ( ) MTS 16 1000 (14)-10d X 11/2" 1 j 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS EACH < 1000# (1) HETA 20 1810 (9)-10d X 11/2" AT CBS BEARING LESS THAN 1000# EACH < 1000# (1) MTS 16 1000 (14)-10d X 11/2- AT FRAME BEARING TRUSS COMPANY ECT LAYOUT DATE 4 25 2019 CUT SHEET DATE 4 25 2019 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. 1 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 11/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS 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 ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCH. 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PAIR. WEEi.,CH INC. // "ECHANiCAL * ELECTRICAL * CPAL ENGINER&I 1984 S.W. SILTMoRE ST. SurrE## 114 FORT SAINT Lucia, FL.34984 PHONE EMAIL (772) 785 - 9888 PWELCHINCOAOL.COW MAY 1 0 201a PAUL WELCH P.E. FL. REG. No. 29945 w, u_ LLJ ui L.Li LU ��✓ ca LL LL 0 Lij(J Aidh61�R � �� r� 0 ro '%mw Ln c GARAGES FLOOR SURFACE 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY, PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN'/a" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. rrN'4 A1G owl I5� L: � 1 L ' Z' ']u6 L x I Lt c� 4 P L L1 MCI kJ6 Ib15� t 3"vrtz wr,4A —Y— 1 I 4.dG %P I Cady � b� -----.-----_.—_—� 24" X 24" X 24" DEEP (2500 PSI) CONCRETE PAD T _ f I ► -_ I FOOTING W/ (3) #5 BARS EACH WAY 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH I I I I - 8" D X 8" W (2500 PSI) CONCRETE MONOLITHIC OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON FOOTING W! (I) #5 BARS CONTINUOUS o N CLEAN COMPACTED CHEMICALLY TREATED FILL I ^ I I I 4'-1 V 31-21, 7'-4 13/16' 13-7 3116° ``I 4'-2,4 2" 7 i I - i 16" D X16" W (2500 PSI) CONCRETE MONOLITHIC i ' I FOOTING W/ (2) #5 BARS CONTINUOUS I �71 1! I miffs 5 A.wA Y �� L lii[� l) ` Irl , 16" D X16" W (2500 PSI) CONCRETE MONOLITHIC ! 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH FOOTING W/ (2) #5 BARS CONTINUOUS OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON I . CLEAN COMPACTED CHEMICALLY TREATED FILL I I L_JJ 03 LEVEL NO STEP AT MAIN EGRESS DOOR _ 7 L_�J rr - - - - -----, 1I i — 0 I ��rVli'E bCeitf' ! i IAa1 dalri / -- II 1 v t I 996,lN LiWE L -4;L L—. --_---------_——.._—j � I I '' `t. ✓ I Aa7J PQrd /`' . _ �%H tIIv 091 . 4'-8 7/2" t L �, _7 i•_6 7/2" . '"' f t�.�/ IIDY+Et / \ y�, o _ +n i f 24" X 24" X:24" DEEP (2500 PSI) CONCRETE PAD FOOTING W/ (3) #5 BARS EACH WAY 12" D X12" W (2500 PSI) CONCRETE MONOLITHIC ICI) STEP FOOTING W/ (2) #5 BARS CONTINUOUS 8" D X 8" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (1) #5 BARS CONTINUOt 7S I I I I i I 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH I OR 6"/ 6" 10/10 WM/M OVER VAPOR BARRIER ON i to I CLEAN COMPACTED CHEMICALLY TREATED FILL. ( Y. ! :fI d I 4' Wile I I _ _ 16" D X16" W (2500 PSI) CONCRETE MONOLITHIC ,_ f FOOTING W/ (2) #5 BARS CONTINUOUS I I I i I 104 L55 y(T Cop' L-------- ----——— — — — —.: — iaw 7•-9" q'_4^ 21'-4„ r 0 THESE PLANS AND ALL PROPOSED WORK ARE UUSJRCT TO ANY CORRNCIIONS MOUIRM RY fiELD IN6P&Mffi THAT MAY HE NECESSARY IN 01106A V QIY#PkV WAR A" APPUOAbL1I4.Oa46, PAUL WELCH INC. NOTE: THIS PLAN "NOT TO BE USED FOR VERIIC3A1 BAR MECHANICAL * ELECTRICAL * CIVIL ENGINEERING PL.AGEI14ENT", SEE FLOOR PLAN ( SHEET #I) FOR 1984S.W.BIL.TMOREST.'SUITE#'.114 G CIR R E CT L O A GTI O N S. PORT SAINT LUCIE, FL 34984 PHONE EMAIL (772) 786.9888 PWELCHINC@AOL.COM 6 1019 PAUL WELCH P.E. FL. REG. No. 29945 w z w 0 z vi i..i�1 LLLL 0 w U w w �wj < sholoom LL LL , < 11 Z LL Y (� U .Ld N ..j n m 0 z v ti _ (,(,� w 04 Z ` � U. U. u� I�Ltxl1 p I!I U Q F F- Fu I qs1 1•) AQ A GARAGES FLOOR SURFACE 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO " A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY, PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, ORPEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH. A'MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN '/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. 3�'\1-rr- -Y— —I i yIG �5u Gp �AInA NOTE: THIS PLAN "NOT TO BE LJSEO FOR VERTiPAL_ BAR PLACEMENT", SEE FLOOR PLAN ( SHEET #I) FOR CORRECT LOACTIONS. N e s 'Mil PLANS AND ALL PROPOSM WORK ARR MECT TO ANY CQRRE011ONS NICE AND BY FIELD INVICT r MAY RE MENA 1N OR09A TA OpMp6Y WITH A" APPUQAOU UQQI.�, PAUL WELCH INC. MECHANICAL, * ELECTRICAL * CIVIL ENGINEERING 1984 S.W.. BILSMORE ST. SUITE#1 14 _ PORT SAINT LUCIE, FL 94984 PHONE EMAIL. /(7-72) 765 - 9$88 PWF-LCHIHC@AOL.COM PALIL WELCH P.E. FL. REG. No. 29945 MAY 1 0 2019 ep"r"r Wa. a a a. a m z� 5 Z�,�� a zU1 y� � a © LT. Lr 0 U rA C1 Q A STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND COMPRESSIVE STRENGTH OF 3000 PSI COLUMNS SHALL HA 1�` A MINIMUM COMP COMPRESSIVE STRE41TH AT 28 DAYS. 4) SLAB /.FOOTINGS T[) kCONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS, 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: I V," SUSPENDED SLABS:3 '/z" 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR'. DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND. COLUMNS. 7) ALL LUMBER IN CONTACT Wnu CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6"'O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING, 13) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAfl4. 14) STUCCO CEILING / SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WHtELA'III W/ 11GA. 2" NAILS W/ 3/8" O HEAD @ 6" O.C. OVER 319" METAL RIB Wit (g 6^ O.C. W/ (2 LAYERSOF IS# FELT OVER EACH FRAMING MEMBER), 15) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH IOD NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. SHINGLE FASTENERS: FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE (0.105 INCH (3 MM)l SHANK WITH A MINIMUM 3/8-INCH (10 MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING. MATERIALS AND A MINIMUM OF 3/4 INCH (19 MM) INTO THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19 MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. ADDTIIONAL NOTES 1) ALL INTERIOR GYPSUM BOARD TO BE MIN, %" THICK WITH (13 GAGE, 1 318" LONG, 19164" HEAD; 0.098" DIAMETER, I I/V LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0,086" DIAMETER, 15/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12'' O.C. FOR SCREWS. (PER FRC 702.3.5) 2) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702AI & FRC 702.4.2). 3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 4) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 5) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL. COMPLY WITH SECTION FRC316. 6) PER FRC 702.2.I ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 7) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. i �.'zt sLx Kra ( .. 'F>,6 LT P, UI. C, n / , 2 t, ed,cl. 2J4 CEILING PI NOTE # 14 SOLID FILL CONCRETE COLUMN ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FI L IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE IT 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 2017 ENERGY CONSERVATION R401.3. EAVE 12 Q RIDGE \ ' T Q v�y ;0 .� Ytlfi OO 30 EAVE ROOF BREATHING NAILING ZONE MS.— "A" - 5 PEET j1171W. GENAR(CROOFPLAN PL4.N Vir" ZONE ROOF SHEATHING ATTACHMENT REQUIREMENTS T NAILS AT 6" O.C. IBRIMETER AND 6" O.C. FIII_.D NAILS AT 6" O.C. PERIMETER AND'6" O.C. FIELD T NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: SEE TYPICAL BLOCK NOTE: ROOF SHEATHING SHALL BE IM2" THICK CDX PLYWOOD ROOF SHEATHING WALL SECTION FOR MORE FASTENED TO ROOF FRAMIINO WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACER: INFORMATION PER ZONE DESIGNATIONS AS SHONW ABOVE. 45 REBAR W/ 90 DEGREE HOOK 8"X 8" CONTINUOUS CONC. BEAM BLOCK W/ (1) - 45 BAR IN (3000 PSI) CONC. FILLED CELL 8" PRFCAS LINTEL W/ (1)45 BAR IN (3000 PSI) CONC. FILLED CELL (SEE LINTEL SCH. FORMORE INFO R MIATI ON) X 1,7 .¢' CONCRETE COLUMN W/ (4) #5 BARS VERT. IN (3000 PSI) CONC. FILLED CELL STUCCO FINISH V5 REBAR(S) W/ 30" MAIN. LAP SPLICE (2500 PSI) CONC. FOUNDATION 3EE PLAN FOR SIZES AND SPECIFICATIONS (20 FINISHED GRADE (i m TYPICAL COLUNIN.SECTION its... @ FRONT ENTRY Y+O FE: SEE 1 1 PICA BLOCK WALL SECTION FOR MORE INFORMATION #5 REBAR \) . 90 DEOREC^ HOOK STUCCO C1 i3 PER S'FRUCT. 14 8"X8"X ' COBtFINUOUS CONC. BEAM BLOCI: W' (1). #5 BAR IN (3000 PSI) CONC. FILLED CELL 8" PRECAS LINTEL W/ (1)-#5 BAR IN (3000 PSI) CONC. FILLED CELL A TALL DOOR A14D WINDOW OPENINGS (SEA: LINTEL SCH. FOR MORE INFORMATION) 8" X 8" X 16" CONC. BLOCK COLUMN W/ (2) 05 BARS VERT, IN (3000 PSI) CONC FILLED CELL STUCCO FINISH 5/8" THICK 45 REBAR W% 30" MIN. LAP SPLICE =1 (2500 PSI) CONC. FOADA I'ION SEE PLAN FOR SIZES AND SPECIFICATIONS FINISHED GRADE TYPICAL COL'UAIN SECTION [its... (ia) COVERED PORCH _ ~ DWELLING/GARAGE FIRE SS,EPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. THIS PROVISION DOES NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 nWI21T.TNR/CARAISF. RF.PA RATmN SEPARATION MATERIAL Not less than'/2-inch gypsum board or From the residence and attics equivalent applied to the garage side From all habitable rooms above the garage Not less than 5/8-inch Type X gypsum board or equivalent Structure(s) supporting floor/ceiling assemblies used for separation Not less than 1/2-inch gypsum board or required by this section equivalent Garages located less than 3 feet from a dwelling Not less than 1/2-inch gypsum board or unit on the same equivalent applied to the lot interior side of exterior walls that are within this area OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LPSS THAN 1318INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK; OR 20-MINUTE. FIRE -RATED DOORS. STUCCO OVER WIRELATH W/ 1 IGA. 2" NAILS W/ 3/8" 0 HEAD @, 6" O.C. OVER 3/8" MIETAL RIB LATH L 6" O.C. W/ (2 LAYERS) OF 159 FELT OVER WD FRAMTNG MEMBERS (TRUSS TAILS). PROVIDE 6"X 18" SOFFIT VENTS @.48" O.C. i CCO SOFFIT DETAIL ❑ts FIBERGLASS BATT. R- 4 INSULATION 1 '., OR.YWALL(WALLS AND CLO)L 8'"\8" CONTINUOUS CONC. BEAM BLOCK W/ (1) - #5 BAR IN —� 13000 PSI) CONC. FILLED CELL 8" FRECASrLINTEL W/ (1)-#5 BAIL IN 0000 PSI) CONC. FILLED CELL J Al ALL DOOR AND WINDOW (PFENINOS (SEE LINTEL SCM. FOR MORE INFORMATION) FI- FOIL INSULATION ON P.T. I X= FI RRING @ 16" OR 24" O.C. P (DOD OR VINYL BASE FLO ORINO BY CONTRACTOR TYPICAL BLOCK . . . 3 TAB SHINGLES OVER 304 ROOFING FELT ON 19132" CDX PLYWOOD ROOF SHEATHING NAILED W/ 8d RINGSHANK NAILS PER DETAIL, PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX. SPACING) FIRRING "SIMPSON" STRAP PER TRUSS COMM91`0R SCH. i 1ETAL FLASHING (DRIP EDGE) 2X6 P-T. Wt3.. FASCIA (OPTIONAL T2 r 6 CEDAR FASCIA) VENTED SOFFIT PER SOFFIT \ r DETAIL \ �J #5 REBAR Wi 90 DEGREE HOOK 8"XE"X16'4 CONC. BLOCK (MASONRY) #5 VERT. REBAR IN (3000 PSI) ------'CONC- FILLED CELL (SEE FLOOR PLAN FOR LOCATIONS) STUCCO FINISH 5A- THICK 05 REBAR We 30" MIN. LAP SPLICE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS 4" FINISHEDGRADE AA %#L WELCH INC. MECH4NICAL ,* ELECTRICAL C!`rIL_E, II`IGINEERING 1 a4 .l l . ILTMORE $T ?,Uft PORT ANT Lucca, FL 3`46' 6tj PHONE EMAIL (772) 78s - 9888 PVI/ELICHINC@AOL.COM MAY t 0 2019 PAUL WELCH P.E. FL, REG. IV0.29945 t 1417- 1., , .10 O 22 LlJ W W 0.� a Gl LU Z 00 LL Q� h 0 C] II (2) #Fa IN FULL' GROUTIF CELLS ADJACENT TO GARACE,I)OOR OPENING, AS SHi WN ' ". lr y STUCCO CEMENT FINISH FILLED CELL_ AT JAMB BLOCK ('FYP) 6 d ® - -. CMU ,WATER RESISTANT COATING a. a (SEE WATERPROOFING NOTE #T) da 1x3 P.T. WOOD FIBBING ALL.(3) SIDES CONTINUOUS a „ WOOD TRIM 2x6 P.T. (SP) WOOD JAMB FASTENED W/ /a x5-'Y2 id (S.S. 304) HILII KWIK BOLT 3. EXPANSION ANCHOR (OR EQUAL) w e �— P. : WOOD BUCK WITI1 SEALANT PER WATERPROOFING Q ) / 2 SQUARE WASHER $ ACED (016 O.C. MAX. T - 'APPLY PERIMETER SEALANT CAULK. NOTE �j4 AND ANC'FIORED.'FO' MASONRY PER BUCK BEl'WEEIJ BUCK &WINDOW FRAME_ ATTACHMENT NOTE: (SEE WATERPROOFING NOTE #5) STEEL TRACK BRACKETS 1O BE FASTENED 10 WOOD SEE WATERPROOFING MOTE #6 d - � 2x6 .BUCK w/ f�ER GARAGE DOOR.. MANUFACTURER'S : ' . ` . ' _ SPECIFICATIDNS OR AS NOTED BELOW :CORROSION ( ) CORI20 I IV RESISTANT FLASIiING - PER WATERPROOFING NOTE #2 ANCHOR DOOR JAMI3.AN1.) HCAD1_13 TO 2x BUCKS IIJ ' -TRACK CI�C-1S TOP "L3T UCiI< ,. STRICT ACCORDANCE WITH MANUFACTURE'S „ - PRODUCT L APPROVAL ILJSTALL! T1ON REQUIREMENTS. : 7 HIGH DOOR. (7) Sir x 1-%B LONG CORROSION RESISTANT F ROD JCT A 1 Q HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION] IT STRUCTIONS, D BUCK DETAIL.. t HG L _ - SLIDIN GLASS DOOR : SUCK DETAIL SCALE: N.T,S. SCALE: N.T.S. "CONTINUOUS FOAKI INTERIOR AIR —FASTENERS AS REQUIRED BY WINDOW MANUFACTURER AND WATER SEALANT PER STUCCO CEMENT FINISFI; - WATERPROOFING NOTE 1i6. - �=- C'ORRO5101J RESISTANT FLASFIING PER WATERPROOFING lZ IJOTE #2 -FILLED CELL AT JAMB BLOCK (TYP)' MARBLE SILL CMU WATER RESISFAN"F COATING Y /-1 SEE WATERPROOFING NOTE #1) :?+ \ l— CAULK' SEAM AT WINDOW INSTALLATION ( u /� (SEE WATERPROOFING NOTE #5) —�` ' CMU -WATER RESISTANT' COATING "MORTAR OR - d a ,.. GROU F ; :y: ; I (SEE WATERPROOFING NOTE #1) . SET SILL IN FULL MORTAR BED .a a. n. - :Ix3 P.T: WOOD FIRRINO ALL,(3) SIDES t.' CONTINUOUS WOOD -TRIM J'z° DRYWALL - . STUCCO OR DECORATIVE CEMENfITIOUS COATING R,r C. M.IJ. CORROSION:ftESISTANT FLASHING—� _ - -: , _ \ _ PER WATERPROOFING NOTE #2 F,T. WOOD BLJCI< �NITI-1 SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO �--Y4 FURRING Tb MASONRY WALL MASONRY PER BUCK ATTACHMENT NOTE. ..APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME 4, (� + SEE WATERPROOFING NOTE G %. ' (SEE WATERPROOFING NOTE #5) • \-- ANCHOR DOOR JAMB I LEADER TO MASONRY IN STRICT ACCORDANCE WI-111 MANUFACTURE'S .,' PRECAST CONCRETE WINO) RESISTANT.FLUSFI PRODUCT APPROVAL.. INSTALLATION REQUIREMENTS. SILL_ AS MANUFACTURERD BY CAST-CRETE 7�' (OR EQUAL) . EXTERIOR DOOR ' BUCK . DETAIL _PRECAST CONCRETE WINDOW SILL DETAIL --------- - - - r - SCALE: N.T.S. ' SCAT P: LJ.T.S. WA�TEI�I HOOFING NOTES 1. PRIOR TO BUCK INSTALLA11014 TREAT THE MASONRY. OPENING WITH A CMU WATER RESISTANT COATING 1'0 SEAL THE .WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER, 111E CMU WATER RESI51"ANT : COALING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE STUCL'fJ CEMENT FINISH , AP"L.ICAIION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE �c ( OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL -- CMU ,WATER RESISTANT COATINGS SF' 11 - - � � TALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS,, ,� FILLED CELL A I JAMB BLOCK 1YP CMU WATER RESISTANT COATING 2. INSTALL BUCKS 50 THAT THERE ARE NO EDGE GAf�Q EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. (SEE; WATERPROOFING NOTE #1) a. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL. DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND zs a THE MASONRY, TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE CORROSION RESISTANT FLASHING °:.p END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE 01` LIQUID THROUGH -!FIE CUT ENDS PER WATERPROOFING N011 #2 0': a. _ 1x3 P.T. WOOD.FIRRING ALL (3, SIDES CONTINUOUS _ C.> n ak AND lTiE ENTIRE EXTERIOR FACE AND RETURN SURrACE OF THE BUCK SHALL BE COAIT:D WITH A LIQUID a APPLIED'. WATER. RESISTIVE: COATING / SEALANT. Lu 4..' PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR APPLY PERIMETER SEALANT CAULK O `SEE WATER PROOFING NOTE G SLOPED IN''A MANNER 10 DIRECT WATER 1.0 THE SURFACE OF THE EXTERIOR WAFER RESISTIVE BARRIER FOR cc W_ �� SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILT AS WELL. PAN FLASHING SHALL 0 . BETWEEN BUCK &WINDOW FRAME (SEE WATERPROOFING NOTE #5) \ \ BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED). LL_ `-- F.T. WOOD BUCK WITH SEALANT PER WAIERPROQFINC NOTE #4 AND ANCHORED TO. 5. PROVIDE' CONTINUOUS 3/8" BEAD OF SEALANT' ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT L) MASONRY PER BUCK ATTACHMENT NOTE. AND BACK SURFACE PRIOR TO WINDOW,/ DOOR INSTALLATION, y \\ 6. AFTER WINDOW/.DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL_) AND 0 NOTE• ANCHOR WINDOW FRAME TO MASONRY IN STRICT ;FHE WINDOW / DOOR TO ENSURE A WATER RESISTAN F INTERIOR AIR SEAL AROUND THE: ENURE PERIMEITR. WINDOW FRAME SHOULD BE COMPLETLY SEATED ACCORDANCE WITFI MANUFACTURE'S PRODUC"f ( } ON THE BUCK. IN NO INSTANCE SHALL THE APPROVAL INSTALLATION REQUIREMENTS. - - FIIAME OVERHANG THE BUCK �S_I T CHMENT: 0 + . R 1 X BUCKS Al.TACH TO CMU WAL .WI..I.H, ro 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. HADOW HEADER AND JMABS. TYP'..BUCfC .DETAIL cR -- SCALE: N.T.S. 3/16" X 1 1/2"' TAPCONS AT 4" FROM ENDS AI4D •12'• O.C. ' R 1/4" X 1. 1/0 IAPCONS AT 4" FROM ENDS AND 12" O.C. R 2 X BUCKS ATTACH TO CMU WALL WITH 2 1/4" LONG. CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C., R 3/16" X 2 1/4" TAPCDNS AT 4" FROM ENDS AND 12 O.C. R WINGOW AND DOOR FENESTR''IONS SHALL BE IN ACCORDANCE WITH FMMA / i 4" X 2 1/4". TAPCONS AT 4" FROM ENDS AND 12" O.C. /. AMA 200-9. CONTRACTOR ' SHALL SUBMIT FMMA ; AMA 200-9 STANDARDS. WITH PERMIT SUBMITTAL. FOR DOUBLE 1 X ©LJCKS ATTACH FIRST COURS 10 CMU WALL WITH: BUC(S: 1 1/2' LONG CASE HARDENED COIL NAILS AT 4." FROM ENDS.AND 12" O.C. R a FOR WINDOWS, SGD, AND SWING DOORS USE 2X4-, 2X61, 2X.8, 1X6, 1X8, DOUBLE 1X6,.OR. DOUBLE.IX8 IS - - : 3/16" X:1 1/2" .TAPCONS AT 4" FROM ENDS AND 12" O:C. _ ---_"--- SHEET NUd6ER " ACCEPTABLE. R _ 1 4° X 1 1/2 TAPCONS AT 4" FROM ENDS AND 12" D.C. ATTACH SECOND COURS TO CMU WALL THRU - .; ALL BUCKS MUST BE PRESSURE TREATED. + ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB: FIRST COURSE WITH-. 2 1/1" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" D.C. PAULL WELCHING � OR 1NECRANICAL ELECTRICAL, �..._. CTR'/CAL CIVIL E'NG/NEE RING - - 3/16", X 2 1 /4" TAPCONS AT 4r' FROM ENDS AND 12" O.C.. 1984S, W, BILTA"O.RE'ST' SUITE # 1 !4 4 " / PORTS ; LUCIE, FL 3.4t:984: 1 X 2 1/4 TAPCONS A F 4" FROM ENDS AND 12 0 C. / 'PHON,E(772)785-9888 EMAIL PIWL CHINC@AOL.0 n M - PAUL WELCH, P.E. FLA-REG,NO. 29945 MAY 1 0 2019 24'-5. _PRECAST LINIEL — I i I • a PARCH dl� i"/ 6-�'/GONG_ �I�i .• 3'-2" • 1 P._5" � I 6'- ." _ I A'-IO i 6•- ' I 6._8. $._3" 4'- 2. 1/2" L2 EG S L-4 1 60B9SG J qSSH �•goo TMP SH TE:H6. (2) 25 EGRESS. ' 11'-7 1/2". 2'-3 1/2' 15'-1 IJZ' __.- �- 11�-3 1/2" ! 13'-4 3/4° _ " 1 - l [•i• '"�� 50686F� 5? $7 ltiya o%Ce7 COUHTEIi' OLE ^ 42" KNLE WALL'. a 441 I EaROOM ¥3 z Y4ULT/TILE ( i I M GA-TEf� S 17 • I j i TRAY/CARPET ' `2 GREAT i200A9 I : p — o2v " IIEF.I 1__ N VAULT/TILE 1 HALL BATH znfi j A ACCESS I N T_ I j M"^"ll y l N VAUL Tll 13'-0 1 2" IOKXI O� . -8 t/ (5-9 1/4" j _ I LO. TIOM- L Iq ! ,. W T VAULT/TILE , II NI 4 '? HEDROOM #2 B'-O"/CARPET �.. 3068 lT l j' SEL E `* 'I I ® ob) W 0"/T1L . - - / Y _ a FFF 1 Qi '-!/�7 V V 50[166F 1 Q a ' I�%1g � t��-+ �w1? �F71[sFl ..._.._ _ � lbk laW1 \ _ (?) 25SH ECRESS.� A fu � \ A-4 (2) 259H EGRESS 7 T . I-6 1/2 �i 16"50. CONC. PRECAST IIMIEL ENTRY _ .. .. .. .. COLUMN (TYP•} \' '4 . rTTF,EL Ge'n.4ii '. d-'t'IIGMe. I ik%G -j CLJ • i- s a h I \ \ / { HB 16'-0" X 7•--D" 014In . 7 -6 ---•— -4" . 32'_6" rm �viCaC Ca�CS' -�nc . 1I1�� ly,'&4crt�P L TABULATIONS LIVING 5` So, FT. ENTRY 48 SQ. FT. PORCH 168 SQ. FT. 9AMGE 470 S . FT. TOTAL �} SQ. FT. MEctiMICAL CIVII; ENGINLERI[Va 11,904 S.:W BILTMoRE'3"I". SUS - PbRT SAINT LUCRE», FL'34984 ...PHONE. EMAIL C772) 785.98" PVVF.LC)tHpVCoAOL cOM PAUL WELCH P.E. FIL REG,140. 2-9945, ■ I cnN UL . Oo 0 u. � z ¢ d¢ Q