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HomeMy WebLinkAboutCONSTRUCTION PLANr Building Perlrllt Planning & Development Services Department Building - Regulations Dig isio Product Review Affidavit Ovn jer � Name DAVID AND TAMMY GRUBER Applicant: Product Opening Design Product Rated Manufacturer Model fittmber Product Approval Glass Method of Arta chnwA Presses Desi n Pressure Number Type Windows +50.0 -54.2 +80 -80 LAACONIIVDtXTRIF S1#GLF:W0Jf6L.41.1. 12-0127.16 �116" LAM IVATED 1 +150 -150 +150 -150 LAW ON wet/ TRIES ALUM CLIPPED ULL 12-0127.07 Mullions Fixed Gloms NA NA NA Bl k NA NA NA NA NA NA k1ri]glgta Sliding Glass Dcwws 6/ CLAZIC_CRAFrOAK& XTIC, FL7347.1 PACT L 4 - +46 -52 +65.0 -65.0 TNERMA TRU FIB R-CLASSIC & SM00W_ TAR GLAZED DOORS , Type [soars French Floe +42.6 -46.9 +46 -52 W4ME DALTO CORP. 11-0411.05 GaraM Dom NA NA NA Hurricane Protection NA NA NA Rif �featlflitstl -[- /A J.A. TAVLOR RO FING 3 Rooting Material -117.6 PE )METER-129.25 5 V CRIMP MTL ROOF FL 14520-RI .i� ORNER SYSTEM iwrr. nn f have reviewed the above components or cladding and 111ave approved their use in this structure. Thew products provide adequate resistance to the ud loads and forces specified by CUITent code provisions. 1 I/4" TAPCONS SCREWS TNRII OUT HEADS - 6" MAX FROM TOP CORNERS 4 TOTAL AT fIEAS .JAMBS - 6" MAX FROM TOP CORNERS 9-%" O.C. 6" MAX FTOM 80TT CORNERS, 6" MAX BELOW MEETING RAIL SILLS - ANCHOR NOT REO'D 2 N.A. * 3 ASTM D 226 TYPE 11 W/ 4" VD C LA 6" END LAPW/ CORROSIVE RESISTANT TIN CAPS AND 12 GA. 1114" ANNYLAR RING SWANK NAILS 6" O. C. AT ALL LAPS AND 2 STAGGARED ROWS 12" O.C. A/ FIELD OF THE ROLL 4 TAPCONS TO BE 4" FROM CORNERS @ NFAD AND JAMB & BOTT. _78. 94" MAX O.0 NAS A MULTI POINT LOCK, AN IMPACT PLATE , IMPACT GLASS Planning & Development Services Department Building & Code Regulations Division 2306 Virginia Avenue Fart Pierce, FL 34982 772-462-1953 Design Certification for Wind Load Compliance This Certification must he completed by the pmject design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring building permit, and any nonresidential structure; This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components air: being affected) and certain other minor building permits. For further assistance, please contact the Building inspection Office at (772)462-1$53 Pro"ect Name DAVIDP MMY GRUBER erFROMPR Rccupfflcy Street Address 10725 S OC. LOT 491 APPRAISERS Construction T "e Certification Statement I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes curreutly adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. V_@%um Par=eters and Assmng0M Used: (Please check or complete the appropriate box.) 1 Florida Building Cade 20 14 Edition with 20 Supplements and ASCE 7 -1! 0 2; Building Design is: Enclosed: X Partially Enclosed: Open. Building: 3, Mean Roof Height: 23'-6" Roof Pitch: 4 : 12 internal Pressure Coeffacill � 0.18 4. Width of End Zone: 3'-0" Wind Speed: 170 mec ph (3 s�,iri'tst) 5. Building Classification Table 1-1. ASCE 7 -10 FBC Table 1604.5 e2 A RISK CATEGORYy 11 6. Wind ExpostrreCimsilation: D Adjustment Factor for Exposure & height 7. Components dr Cladding Wind Pressure on Roof Zone 1 -45.8 2 -69.6 A. -117.6PSF S. Components &Cladding Wind Pressure on Wall Zone 4 -54.2_5 -63.3 PSF 9, Components & Cladding wind Pressure on Overhead Garage Door +42.6 46.9 PSF 10, Loads: Floor 55 PSF Reofldead 15 PSF Roof/live 30 PSF 11. Shear Walls Considered for Structure? Yes X No _ (if No, attach explaurtion) 12. Continuous Load Path provided? Yes X No _ (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes X No,� -� (if No, attach explanation) 1.4. Minimum Sail Bearing Pressure: 2Presumptive: X By Test: PSF "y As witnessed: by my seat, I hereby ci�Afy that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: he C'ert#: M O M "C N A� iw A M-I � � aO� W fT. N ICI N DRAWING INDEX ARCYITECTURAL A-1 BUILDING DEPARTMENT FORMS N � W A-2� SITE PLAN / SITE DATA / DESIGN CERTIFICATION FOUNDATION PLAN A-4 FLOOR PLANS A-5 EXTERIOR ELEVATIONS A-6 ROOF FRAMING PLAN a o Fr CAS SECOND FLOOR FRAMING PLANS W A-8 TYPICAL WALL SECTIONS a FA STAIR SECTIONS &DETAILS M � A-10 1 WINDOW AND DOOR SCHEDULES Z a w N • n O � A-11 ; SECTIONS A, B , C. E-1 j FFIRST ANS SECOND FLOOR ELECTRICAL PLANS E-1 ELECTRICAL, SCHEDULES A o a+ a FIRST AND SECOND FLOOR MECHANICAL PLANS 1VI-2 MECHANICAL SCHEDULE AND NOTES Pal ` PLUMBING PLAN / RISER DIAGRAM O GENERAL NOTES P4 WF 1. GENERAL CONTRACTOR AND ALL SLB CONTRACTORS SHALL VISIT THE BUILDING SITE AND VERIFY AL w O CONDITIONS PRIOR TO SUBMISSION OF WD. W 2. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL BE REP( RTED U �y TO A/E FOR CORRECTIONS BEFORE SUBMISSION OF BID. W Q 3. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACT AND/OR Q a • MANUFACTURES FAVOR OR BY VIRTURF. OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD I AVE BEEN CA C) DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO A/E ATTENTION IN A TIME Y MANNER. ^ p 4. WRITTEN DIMIENSIONS GOVERN. CONTRACTOR SHALL VERIFY ALL DIMIENSIONS. IN THE EVENT OF CC NFLICT, THE A/E SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH ANY WORK. � 5. CONTRACTOR AND SUBCONTRACTORS DOING WORK ON THIS PROJECT SHALL FURNISH Q A C) DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND THE OWNER SHALL BE FURNISHED WITH A�7 CERTIFICATE OF SAID INSURANCE. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY WORKER' COMPENSATION INSURANCE ON ALL WORKMEN EMPLOYED ON THIS JOB. 6. ALL WORK PERFORMED SHALL CONFORM TO THE LATEST EDITION OF THE 2010 FLORIDA BUILDING CODE U AND ALL APPLICABLE COUNTY ORDINANCES, AND SHALL BE COMPLETED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF TIn' REPECTIVE TRADES. U 7. CONTRACTOR IS RESPONSIBLE FOR THE PROPER EXECUTION OF ALL WORKS, NOT WITHSTANDING THE &PPROVAL a OF SHOP DRAWINGS, DESIGN MIZED, LABORATORY INSPECTIONS AND REPORTS, ARCHITECTS AND/OR ENGINEER'S FIELD OBSERVATIONS, THE LIKE OF WHICH ARE INTENDED TO ASSIST BUT IN NO WAY RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY. 8. INCLUDED IN THE RESPONSIBILITES OF ITEM 7 ARE THE FOLLOWING: A. EXECUTION OF ALL WOFIKS IP A PROPER AND SAFE MANNER FOR ALL PERSONS, EQUIPMENT AND PROPERTIES. B. DESIGN, ENGINEERING, CONSTRUCTION AND HANDLING OF AL FORM WORK AND TEMPORARY STRUCTURES. C. SPECIFIED STRENGTH AND P]AOPFR PLACING OF CONCRETE. ALL CONCRETE AND RELATED WORK INPROPERLY PLACED AND/ORTESTING UNDER STRENGTH SHALL BE REPLACED WITHOUT ANY ADDITIONAL EXPENSE TO THI OWNER. 9. ROOF TRUSS FABRICATOR TO tROVIDE DESIGN AND SHOP DRAWINGS FOR TRUSSES. SUBMIT SHOP DWGS FOR WRIT -EN APPROVAL BEFORE FABRICATING SMNED 10. SOIL SHALL BE COMPACTED TCA MINIMUM OF 95 BY MODIFIED PROCTOR METHOD. etude COtlw 11. SOIL BEARING IS DETERMINE) TO BE 2500 PSF. IF SITE CONDITIONS VARY, CONTACT ENGINEER OF RECOID. O 12. SOIL SHALL BE PRE-TREATED FOR SUBTERANEAN TERMITES 13. BALL ASE PERMIT ITAS FALL ALL BE.FART OF THE BASE BID OR PROVIDED IN \ \' op�BID f�Ti 14. WEATHERING AND TERMITE PROBABILITY AREA TO ADHERE TO FLA RES 2010 TABLE 301.2-1 C4 A. WEATHERING IS "NEGLIGIBLE" FOR CONCRETE AS DETERMINED FROM THE WEATHERING -` PROBABILITY MAP [FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 OR C 652. V / W V � i s Ao� O jp 23 l i r • .-� a - Building Permit Owners Name DAVID AND TAMMY GRUBER Applicant: Product Opening Design Prodder Rated Manufacturer Model Hurnber Product Approval Glass Method of Attachment A Pressures Desion Pressure e Type litilindiDWS +50.0 -54,2 +80 -80 LA h fON INO I(STRIFS SINGLE NUMG L. 4f./, 17-1212.20 /6" LAM HATED , 1 +150 -150 +150 -150 LAW ON INDUSTRIES ALUM CLIPPED ULL 17-1212.24 EE SNT A-10 a Mullions 4200 / 6200 FLANGE 3 * 6 axed Glass - 56.0 LAW ON INDUSTRIES SINGLE NUMG L.R.I. 17-1111.19 Block Glass NA NA NA 3 NA NA NA Skylights 3 Wing Glass l a s +46 -52 +65.0 -65.0 TNERMA TRI G/ F/ cLAssic_cRAFroAK& R-CLASSIC & SMOOTH- usT/c. N 414-0908. TAR 6 Zob 7 4 Swing T Doors i':-eItca1 Doors +42.6 -46.9 +46 -52 WAYNE DAL TOA CORP. 17-0516.02 *5 Garage DONS Fkarricane Protection NA NA NA 3 NA NA NA Roof Ventilation + VIA J.A. 7A1'LOR RO FING Roofing Material -117.6 PE (METER-129.25 5 VCR/MP MTL ROOF FL 17443.1 � .� 3 rwrrr n 3__ r•rcrnvn .. c WEARWERLOCK SPECIAL MILE AND OWENS CORNING I have r"Wed the above components or cladding and I have rind loads and forces specified by CUITent code prlluustons. CF1]9777 PAGE 3 OF 4 7 approved their use in this structure. These products provide adequate * 1 '/4' TAPCONS SCREWS WRLI OUT HEADS - 6" MAX .�' 3 FL 17443 24GA OR 26GA Mir. W Ciwp Panel Owe Mom. 15/32" CDX Plywood NON-NVNZ FROM TOP CORNERS 4 TOTAL AT NEAS .JAMBS - 6" MAX FROM TOP CORNERS 9_%" 0. C. 5V Cwap am{tistr red 1/2 vb ateaek pe aL €age cold 1 kutamz uc lire eeaatet o/Tlr& panel 24" aetrowiwg&, 266A ASTM 611 MAX FTOM BOTT CORNERS, 6" MAX BELOW A792, 6-50, AZ55, .018, 5Oh6 NLG. em uua..15132" && CDX plywood dark. Covwm Ra anmrkuram #9-1514WN ,a MEETING RAIL SILLS - ANCHOR NOT REQ'D 404 ataslrets, w &t t& wood mnaaetawa wffA fastener lmagl to peacoat 5/16" am 4u&rW&. Fast akq & &towr oit�e, vb & 16& eexttc &( panel aad along go lap. Fwt futsm to 6& a,&^ 3" of panel edym Mir. 8Dx2" aerarlaic u"g elwak * 2 N.A. mi 4pamd 6" a.&. "WW 109, 09 & Sac 19/32" plywood 6", 15/32" }, IQ altiul wZa to 6& used !r aAdrlfor to a 4%V aairliwm . Derck slop& 2:12 ow grma�t and 4lall Fla ca• pGaat w/Uc FBC 2017 6 TN ed Uadexlayr.axt See FBC 2017 6 TM Sac. 1507 7a6k 1507.1.1 "Destgr Pta44aw: Cpaarag: -69.25 PSF16"O.C. _129.25 PSF 6" o.t. FL 17443 246A OR 266A Moo. Mil Vutormr Cw"p Skv& Ow,a 15132" CDX/APR Plywood * TAPCONS TO BE 4" FROM CORNERS @ HEAD AND JAMB & BOTT 18. 94" MAX O. C NASA MILT/ POINT LOCK, AN IMPACT PLATE , IMPACT GLASS 2 3/4" * 5 MIN EDGE DIST 5/16" LAG SCREW INTO MIN 2 x 6 LUMBER AT EACH HOLE LOCATION- 4 . T/lfS1OFW TIT l STEAD OF THE CA SCRfW a 3/8" SIMPSON TITEN HD, 2-3/4" MIN CONTINUOUS WALL ANGLE - EMBED INTO MIN 2000 PSI CONCRETE 1/4-2ox9/16" TRACK BOLT FOR EACH HOLE AND 1/4-20 HEX NUT--� LOCATION __TRACK CUP _ . ..... i I lk \ --'TPA rrit 2 3/4" t1" EDGE DIST I A A *6 V4' i'AMA W t it Mud ENWnMENT I4 T3 `SEE ELEVATION AT rok MAX. FA9TEWR 1 O CD) Planning & Development Services Department ' Building & Code Regulations Division • 2300 Virginia Avenue • . Fort Pierce, FL 34982 712-462 1553 Design Certification for Wind Load Compliance This Certification must he completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shatl not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. Tor further assistance, please contact the Building Inspection Office at (772)462-1553 Project Name DAVID A TAMMY GRUBER Number MConstruction Street Address 10725 S OCE DR LOT 491 FR PRO ERTYAPPRAISERS Type Certification Statement; I certify that, to the best of my knowledge and betiet these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certif/ that structural elements depicted on these plans provide adequate resistance to the wind toads and forces specified by current code provisions" • (Please check or complete the appropriate box,) a 1 Florida Building Carle 0 17 ition with 20_ Supplements and ASCE 7 -10 2. Building Design is: Enclosed: X Partially Enclosed: Open Building: 3. Mean Roof Height; 23'-6" Rtrof Pitch: 4 : 12 Internal PreSsure Coeiflc'rent: t 0.18 4. Width of End Zone: 3'-0" Wind Speed: 170 mph (3 sec. gust) S. Bur ''ng Classification Table 1 1. ASCE 7 - 1.0_ _ E BC Table 1604,5 N.A. RISK CATEGORY 11 & Wind Exposure Classification: Adjustment Adjustment Factor for Exposure & Height: 7. Components & Cladding Wind Pressure on Roof Zone I -45.8 2�"69.6 g--117.6PSF 8. Components & Cladding Wind Pressure on Wall Zone 4 -54.2 5 -63.3 PSF 9, Components & Cladding wind Pressure on Overhead Garage Door 12.6 -46.9 PSF 10. Loads: Floor 55 PSF Roofldead 15 PSF RoofAive 30 PSF 11. Shear Walls Considered for Structure? Yea X No _ (if No, attach explanation) 12. Continuous Load Path provided? Yes X No _ (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes X No _ (if No, attach explaaation) As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of ray knowledge and belief: Name: Cert #: Design Firm: Dated iJ DRAWING INDEX ARCHITECTURAL A-1 BUILDING DEPARTMENT FORMS FA-2-1 SITE PLAN / SITE DATA / DESIGN CERTIFICA' FA-3 FOUNDATION PLAN A-4 FLOOR PLANS A-5 EXTERIOR ELEVATIONS A67 ROOF FRAMING PLAN A-7 SECOND FLOOR FRAMING PLANS FA-8TYPICAL WALL SECTIONS A-9 STAIR SECTIONS & DETAILS A-10 WINDOW AND DOOR SCHEDULES A-11 1 SECTIONS A, B , C. E-1 FIRST ANS SECOND FLOOR ELECTRICAL PL E-1 ELECTRICAL SCHEDULES FM-1-1 FIRST AND SECOND FLOOR MECHANICAL PI M-2 MECHANICAL SCHEDULE AND NOTES P-1 PLUMBING PLAN / RISER DIAGRAM * 7 WIND RESISTANCE The lWavarum iiesicgn Pressures shown below were calculated [sing a 21 margin of safety per FBC Section 15€ 4.9. Underlayment System No 1-Weathed-oek Specialty Tile & tat Only Roof DeT l.: k1n. 15/324nch CDX attached to w^orad supports spaced a maximum 24' o_c_ ire & Metal shall be applied in accordance with manufacturer's iristallaaon instructions to the fasteried deck and backnailed along the -} selvage tvi�€ mniirwllTi 12ga , 1 1.4_ inch galvanized ring shank rrxctlrrg nails through 000natly" primed, 329a. x 1-5/8-4nch 0 tin raps spaced 12" p p o.c. The applied LridEdayment shall be rolled wifl-, a minimum 75lb steel roller Immediately following application. Pam rn Design-1,a2.5 psi Pressure- L3CR14i&0?. FL97 T_R11. Page 7 of v+ rI.LVA ar This ereahiaiazvi regrurt's provided pas; Scale of Florida product aPV0va€ ur"ier Rue: 61O2tf 3 The manufacturer shall no* CREEK tte�. ". MR - varenr Ar atecs vs y produd changes or quality assurance changes thrcxrgbout the duration for which this report is valid_ MR dRx FNa,Tx,ea �ag� Teciata a%Sen^tcQS, LLC 4t �i This evwuattat FePOrt does not express nor i€ ilpty wasrantyt, irstaflat[on, WOMIrended use, or other product attributes that are not GENERAL NOTES specifically addressed berean. LM MV6 H I " w 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE BUILDING SITE AND VERIFY ALL CONDITIONS PRIOR TO SUBMISSION OF BID. 2. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL BE REPORT ED TO A/E FOR CORRECTIONS BEFORE SUBMISSION OF B. -12" O.C. /N FIfLD - W,N W V ID 7 3. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACT AND/OR P 6 FROMCORNERS MANUFACTURES FAVOR OR BY VIRTURE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HA BEEN oaaa ,• NAx YY DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO A/E ATTENTION IN A TIMELY NER. RM R 4. WRITTEN DIMIENSIONS GOVERN. CONTRACTOR SHALL VERIFY ALL DIMIENSIONS. IN THE EVENT OF CONFLICT, THE o A/E SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH ANY WORK. 5. CONTRACTOR AND SUBCONTRACTORS DOING WORK ON THIS PROJECT SHALL FURNISH DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND THE OWNER SHALL BE FURNISHED WITH A ' CERTIFICATE OF SAID INSURANCE. CONTRACTOR AND ALL SUBCONTRACTORS SH LL CARRY WORKER'S LINT `"`7 `"°"'"` COMPENSATION INSURANCE ON ALL WORKMEN EMPLOYED ON THIS JOB. iYPICAI. ElEYA710N re.rtssm Nit luxe& w� v,E INT "^ SBICUNE a Vic a "o TESTED UNn "" MN """" "` �'°" MAXIMUM tYga5 AREA TESTED A KJES TO 6. ALL WORK PERFORMED SHALL CONFORM TO THE LATEST EDITION OF THI 2O17 LORIDA BUILDING CODE es atz ors cN LOAD CAPAC TY TA Fs ON HEE': 4 AND ALL APPLICABLE COUNTY ORDINANCES, AND SHALL BE COMPLETED TO THE HIGHEST STANDARDS OF FOR S57F UMITA7IONS OF EAC✓. GLASS T* F CRAFTSMANSHIP BY JOURNEYMEN OF THE REPECTIVE TRADES. ALL MANUFACTURES LES SHOWING wAres A GCO AND SH41OcAMPIJANCE 7• CONTRACTOR IS RESPONSIBLE FOR THE PROPER EXECUTION OF ALL WORKS, NOTWITHSTANDING THE APPROVAL M u FACTORS WITH FBC ENERGY CODE MUST OF SHOP DRAWINGS, DESIGN MIZED, LABORATORY INSPECTIONS AND REPORTS, ARCHITECTS AND/OR ENGINEER'S & ..n1". REMAIN ON ALL ppptiS AND WINDOWS FIELD OBSERVATIONS, THE LIKE OF WHICH ARE INTENDED TO ASSIST BUT IN NO WAY RELIEVE THE CONTRACTOR UNTIL INSPECTIONS ARE APPROVED OF HIS/HER RESPONSIBILITY. !.A 8. INCLUDED IN THE RESPONSIBILITES OF ITEM 7 ARE THE FOLLOWING: 4 tr' µ" a A. EXECUTION OF ALL WORKS IN A PROPER AND SAFE MANNER FOR ALL PERSONS, EQUIPMENT AND ,JNCEALED FASTENERS OR ATTACHMENTS PROPERTIES. THESE PLANS AND ALL ARE THE RESPONSIBIL"OF THE ARE SUBJECT TO ANY CPROPOSED ORRECT NSORK OB. DESIGN, ENGINEERING, CONSTRUCTION AND HANDLING OF AL FORM WORK AND TEMPORARY CONTRACTMOFRECORO REQUIRED BY FIELD INSPECTORS THAT STRUCTURES. MAY BE NECESSARY IN ORDER To C. SPECIFIED STRENGTH AND PROPER PLACING OF CONCRETE. ALL CONCRETE AND RELATED WORK ---------- INPROPERLY PLACED AND/OR TESTING UNDER STRENGTH SHALL BE REPLACED WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. TERMITE TREATMENT REQUIRED 9. ROOF TRUSS FABRICATOR TO PROVIDE DESIGN AND SHOP DRAWINGS FOR TRUSSES. SUBMIT SHOP DWGS FOR WRITTEN APPROVAL BEFORE FABRICATING Z -bl 10. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95 /rctn' MODIFIED PROCTOR METHOD. ST. LUC.L 'tom si DLYG peJ+/ REVIEWED OR E 11. SOIL BEARING IS DETERMINED TO BE 2500 PSF. IF SITE CONDITIONS VARY, REVIENVE Y 6 CONTACT ENGINEER OF RECORD. - DATE 1 pr T P1U *T BE PT ON JOB 12. SOIL SHALL BE PRE-TREATED FOR SUBTERANEAN TERMITES EPLAINS nti0': PECIIOvNV1LLB) MADE. \ ONALII r�� / 13. ALL PERMIT FEES SHALL BE PART OF THE BASE BID OR PROVIDED IN BASE BID AS AN ALLOWANCE. q \ ` O,• '' uc ^sF (c '; 14. WEATHERING AND TERMITE PROBABILITY AREA TO ADHERE TO FLA RE 2017 ABLE 301.2-1 .<,.. m.., ,,.., ,� ......... ,. , ., . ,,,, . ... ,,rT, , , , ,.., ,. , , , ..... , ......,,T,.TI 3 = Z W t� * Z-4� a �A� N N wwW � v5 .4� z h� x N � M a W � r� F-1 h a -V M M gig Tp N 'n P �p a N vi A rn 00 00 ti fsl a x a W O� E� O Ur„�t, WV �(A 2) �1 C) u� O I�Gj�1 �/• MCI 0 W U r� un H00 W A4�� O '0. j—RC -8 #9 So JC -6 Sv-Crimp Panel Decking installation Method Sunlast Fetal, Inc. "5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 24" Mammurtl Net Coverage "5'if Crimp" Parcel Typical Panel Profile View l+ urinal 12" o.c. N(gninai 1 Ls_c:_ aswnff 312-aci Across Panel Width # 1 Q ilex -Head Screw %with WSW Spared 12" across the Panel Assembly Profile View Typical Fastening Pattern Across Flow stallatlow installation Method: (Refer to drawings on Pages 6-7 of this report,) to Rowe spacing; Refer to Table "A" (along the length of the paned Fastener spacing: Nominal pattern of 12" O.c. (along the row, across the pane: profile & at the top of corrugation peaks) Rib lnterlock: Lappets to Minimum fastener penetration thru bottom of support, 3/16". to For panel construction at the end of parcels, refer to manufacturer's instructions and any site specific design. ferear-ed Data: TABLE "A" METHOD is METHOD 2: Design Pressure: 50.5 PSF le 12" - 106.75 PSF Row Spacing., e Fastener Spacing: 12" Install the "5v Crimp", roof panel assem.oly in compliance with the installation method fisted in this report and applicable code sections of Fi3C 2010. The installation method described herein is in accordance vWth the scope of this evaluation report. Refer to manufacturer's installation instructions as a su lop le mertas guide for attachment. 1. TAS 125-03 Uplift Test Hurricane Test Laboratory, LLC (FBC Organization #TST MD: 1527) Report ##: 0412-1017-05, Report. Crate. 02/22/06 2. Quality Assurance By Keystone Certifications, Inc. (QQA 10: 1824) Sunlast Metal & Solar, Inc. Licensee # 385 3, Engineering Analysis Sy CBUC:K Engineering 4. Equivalency of Test Standard Certification By James L Buckner, P.E. @ C13UCK Errfineering (FBC Organization # ANE 1916). 5. Certification of Independence By lames L. Buckner, P.E. @ CSUCK E°rgirieering 0 #9 x 1-1/2" Screw Inside Closure # 30 Felt min. Closure Vent min. 1" min. overhang requires 5V-crimp Panel at i 00 Installation Method Sunlast fetal, Inc. "Se/ Crimp" (2.4 Gauge) Roof Panel Attached'' Pam] Fasrs - #1C' Hay, Head Wood Scre s Mth 5-V 0irnp Roof Weather Seal Rg `suers I 2 < r greater PPyn d, or insulation 37 rnaranum - Typical Assembly isometric View Deck TABLE "A" Design Pressure: Ro+r""k" Spacing. METHOD 1. METHOD 2: - SO'S PSF -106.75 PSF 161, 8" Fastener Spacing, 121, 12" CcrmponentslMaterials Roof Panel: (icy Manufacturer): Material. Thickness - Panel Width: Rib Height: Yield Strength,: Corrosion Desistance: Fastener, Type;. Size : Corrosion Resistance: Standard: "5V' Cri Steel 2 ge (rnln.) 2 (max.) Coverage 40 ksi min. In compliance with FBC Section • ASTM A792 coated, or r ASTM A653 '90 galiranizec Hex -Head JWood :Screw with , 10 x 1- { 2xr rx Per FBC Section 1506.6 and:1507,4.4 Per A SI/ASME B1B.6A ape 1 l,.lnde rlayM rent: Per roofing manufacturer"s guidelines in compliance with FBA' Section 1507.4.5 Insulation (Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf (lbs/ft') rein. Or Compressive Strength: 20 psi min. Insulation shall comply with, FOC Section 150& When insulation is ircorporated, fastener lengths shall conform to penetrate thru bottom of support a minimum of 3/1T PERVIOUS BRICK OR STONE PAVERS OVER 2" SAND FILL SEE OWNER FOR SELECTION 6" LAYER OF WELL COMPACTED LIMEROCK PAVERS DETAIL (FOR LOCATION FRS ?KING SPACE 1780 S. F. 12015: F. 252 S. F. TOTAL CONCRETE ON THE GROUND = 917 S F. = 51 % UIE LOT BRICK PAVERS ON GROUND = 707 S. F. PERVI0IIS 0 0 6 co %a" =1'-0" to`56DK� " r� N NSW H M n W� a� zM - en in t- A 00 w " �IN as ton Q w FIN SLAB @ FIRST FLOORTO BE @ I NA VD hi"I ° FLOOD FLEVA r?OA IS AE 8. 0' NAVD 6cm W O VERIFY W/ OWN R THE AMOUNT 0 I 4.4 �;) 0 OF BRICK PAVE S FOR THIS 00 AREA co Z r�h W OCK "M" V Q rA o 0 Q IA o z 0 � U U BRICK PAVERS a .� 6� ri PARKING SPACE SITE PLAN SCALE i/8"=1'-0" LEGAL DESCRIPTION LOT 491, BLOCKM, NOLIDAYOUY, ACCORDING TO TF/E PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PAGE 28, OF THE PUBLIC RECORDS OF ST UICIE COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONE. AE BASE ELEVATION: 8.0 COMMUNITY PANEL NO.:120285-0314-J DATED: 0211612012 PROPERTY STREET ADDRESS: 10725 SOUTH OCEAN DRIVE #491 JENSEN BEACH, FL„ 34957 /—RC -8 #9 Sel JC -6 5v-Crimp Panel Decking installation Method 5llnlast Metal, Inc. "5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 24" t xin-"m `det Caterage^ "5VCrimp" Panel Typical Panel Profile View Nbrrir 12" ox. I Norna-12" rs.c- Fastener Saari Across Panel 'Width #` 0 Flex -Head Serer with WSW Sped 12" across the Panel Assembly Profile View Typical Fastening Pattern Across Row staitatian: installation method - (Refer to drawings on Pages 6-7 of this report.) Rowspacing- RefertoTaWe'"A" (along the length of the pane;) Fastener spacing. Nominal pattern of 12" o.c. (alongthe row, across the panel profale & at the top of corrugation peaks) Rib Interlock: Lapped. • Minimum fastener penetration thru bottom of support, 3/16". • For panel corssvucuon at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" METHOD1: METH€?D2: Design. Pressure, 50.S PSF 106.75 PSF Row Spacing: I6 81, FastenerSpacsng, 12" 121, install the "5V Crimp' roof panel assembly in compliance with the installation method fisted in this repot and applicable code sections of FBC 2010. The installation method describedherein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 4erenced Data: 1. TAS 1.25-03 Uplift Test Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report #: 0412-1017-05, Report Date:02/22/06 2. Quality Assurance By keystone Certifications, Inc, (CtU'A Qi 1R24) Sunlast Metal & Solar, Inc. Licensee # 385 3. Engineering Analysis By CBUCK Engineering 4, Equivalency of Test Standard Certification By .lames L. Buckner, F.E. @ CBUCK Engineer€ng (FBC Organization # ANE 1916) 5. Certification of Independence By lames L. Buckner, F.E. @ CBUCK Engineering :side Closure ►turi Vent Felt min. x 1-1/2" Screw Inside Closure # 30 Felt min. 1" min. overhang require4 5V-crimp Panel at l E Installation Method 5 nlast metal, Inc. "5V Crimp" 24 Gauge) Roof Panel Attached to Wood Deck Ram Fas rs- #10 [fir Plead - 1527or greater Plywood, of Jnsulaison 3" n-axim urn -'Abc€i plank Typical Assembly isometric View TABLE "A" METHOD 1: METHOD 2, Design pressure: 505 PSF - 106.75 PSF 30, Row Spacing: 161, Fastener Spacing: 12" 12" 73 Components/Materials (ley Manufacturer): Roof Panel!;. Material: Thickness:. Panel Width: Rib Height: Yield Strength: Corrosion Resistance.: Fastener: Typed Size :. Corrosion Resistance: Standard: ape l "5v cri m p" Steel 2gauge (rrlin.) 24" (max.) Coverage 1/210 40 kst rain. In compliance with FBC Section 15-07.4.1 • ASTM A792 crated, or • ASTM A653 IS90 galvanized steel Hex -Head Woad Screw,vvfth WSW 10 It 1-1/2" sa Per F3C Section 15G&6 and 1.507.4.4 Per ANSI/ME B18.6.4 Undeflayinent- Per roofing manufacturers guidelines in compliance with FK Section 1 07,4, 5 Insulation (Optional): Type: Thickness. Properties., Density: Or Compressive Strength: Rigid Insulation Board 2,25 pcf Ilbs/ftmin,. 20 psi min. insulation shall comply with F13C Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a :minimum of 3/1l5 PERVIOUS BRICKOR STONE PAVERS OVER 2" SAND FILL SEE OWNER FOR SELECTION 6" LAYER OF WELL COMPACTED LIMEROCK PAVERS DETAIL Y4it = 11-01r yN6lk/ A/C COMP ON STAND SEE EX7 R ELEVATION FOR LOCATION BRICK PAVERS Ill FIN SLAB @ F FLOOD ELEVA 0 � IVERIFY W/ OFBRICKF I NORTH I� PARKING SPACE SITE CALCULATIONS LOT S. F. =1780 S F. A/C/ S: F. FIRST FLOOR = 451 S F. A/C Cl/ FT FIRST FLOOR =3608 CU.FT. A/C SECOND FLOOR =806 S.F. A/C CU FT SECOND FLOOR = 6448 CU. FT. TOTAL A/C S.F. = 1257 S: F. TOTAL CU FT = 10, 056 CU FT DARAGE & FOYER = 416 S. F. TOTAL CONCRETE ON THE GROUND = 917 S.F. = 51 X THE LOT wo iL M � F a W� a� M O� M � O� kn � I � A as Q IT P' I "T FLOORTO BEJ @ NA VD F� M It AE "' NA VD 611 •� O W R THE AMOUNT I w O E C FOR TN/S AREA o (D WV Q )CK "M" O I Qcoi x W�pit O I+I W BRICK PAVERS a a� can PARKING SPACE BRICK PAVERSONGROUND = 707, :F.PERVIOuS� SITE PLAN SCALE 1/8"=1'-0" LEGAL DESCRIPTION LOT 491, BLOCKM, HOLIDAY OUY, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PAGE 28, OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONE: AE BASE ELEVATION: 8.0 COMMUNITYPANEL NO.:120285-0314-J DATED: 0211612012 PROPERTYSTREETADDRESS: 10725 SOUTH OCEAN DRIVE #491 JENSEN BEACH, FL., 34957 ` PAD J O.•' OGEN •'�� �� O: F 'X W� F No. 5.. 6 F r iW iV SOIL STATEMENT MASONRY REINFORCING INSPECTION OF THE SITE INDICATES UNDISTURBED SOIL WITH A BEARING ALL CONCRETE BLOCK TO BE 8"x8"xl6" WITN MIN. COMPREESSIVE VALUE WNICN WILL EXCEED 2500 PSF. SHOULD OTHER CONDITIONS OR STRENGTH OF F,x =1900 P.S.1. RESULTING PRISM PROVIDE 1-& 5 /N MATERIALS BE ENCOUNTERED, CONTRACTOR SHALL N/RE GEOTECNNICAL MASONRY AT A MAX SPACING OF 48" O.C. ( U.O.N. ) ENGINEER TO CERTIFY THAT THE COMPACTED SOIL WILL SUPPORT 2500 FILL CELLS WITN CEMENT PUMP MlX CONC P.S.F. SOIL BEARING CAPACITY. WET CELLS BEFORE PLACING GROUT PROVIDE HORIZONTAL REINFORCING # 9 GAGE LADDER TYPE EVERY OTHER TERMITE NOT COURSE TNRU-OUT ALL MASONRY WALLS. R318.1 TERMITE PROTECTION. TERMITE PROTECTION WALL BE PRQVIDED BY REGISTERED FOUNDATION NOTES TERMITICIDES INCLUDING SOIL APPLIED PEST/CIDES 841TING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED 1) SLA8 TO BE 4" TNICKW/ 6" x 6"W14x W14 W.W.F. METHODS OF TERMITE PROTECTION LABELED FOR USE AS A SUPPORTED ON SLAB BOOSTER @ 6'-0" O.C. ON PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, 6 MILL VAPOR BARRIER ONCOMPACTED FILL TO A MIN REGISTERED TERMITICIDE UPON COMPLETION OF THE APPLICATION OF OF 959 OF MAX DRY DENSITY FOR ALL LAYERS THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE FOR ALL LAYERS IN ACCORDANCE WITN ASTM D 1557 SNALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST SOIL UNDER SLABS ARE TO BE TREATED FOR TERMITES CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT.- AS PER R318.1 "THE BUILDING 1/AS RECEIVED A COMPLETE TREATMENT FOR THE 2) TOP OF SLA8 = TO BE AT 4. 00 NAVD. PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT lS 3) OVERLAP ALL FOOTING STEEL AT ALL CORNERS IN ACCORDANCE WITN RULES AND LAWS ESTABLISHED BY THE & INTERSECTIONS FOR 30" ( MIN. BEND BARS FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 4) CENTERUNE OF FOOTING AND WALLS, COLUMNS MUST LINE UP U.O.N. ° SIMPSON POST CAP W/ 2 -s TNRU BOLTS 4 x 4 P. T. WOOD POST SIMPSON ABA - 44 POST BASE W/Y/2" WEDGE BOLT 6" EMBED Q � q O 3' 0" POST DETAIL SCALE 3/4"=1'-0" 36" x 36" WIDE,, 12" DEEP CONC FTG W/ 3 #5 LONG SEE FOUND PLAN FOR NOTES 24" WIDE x 16" DEEP SPREAD ) 3 #5 CONT BEND 18" E.W. AT 4 x 4 P. T. WOOD POST 36" x 36" W1DE x 12" DEEP FTG W/ 3 #5 LONG SEE FC PLAN FOR NOTES ALUM A/C PAD FOR NGT A-B LINE OF FOOTING CHANGE FIN PAVER rl4 A 0 WInsonva\\ .,uu i 4 x 4 P. T. WOOD T 36" x 36" WIDE x 12" 9 FTG W/ 3 #5 LONG SEE PLAN FOR NOTES 4" CONC. SLAB W/ 6" X 6" - W 1.4X W 14 W. W. M. DBL 30" AT PERIMETER ON WELL COMP. FILL OVER 6 MILL VAPOR BARRIER FlN SCAB @ 8,'-0" NA VD F. I I� F— a F.C. 4" CONC, SLAB W/ 6" X 6" - W 1.4X W 14 W. W. M. 981 30" AT PFRIAM TER ON WELL COMP. FILL OVER 6 MILL P 4POR BARRIER STA/RS F.C. F.C. F.C. F.C. F.C. F.C. 3' 1 " 3'-0" 3' 0" 10 4" r " 0 cn > J FC FINSLAB @ 3. 6 NA VIT D F. FC. 4" W%D 16" DEEP CONC MONO FTG. W/ \ 3 #5 Cd T BEND 18" E.W. AT CORNERS / ,F/N PAVERS .5' N F C. / / o 24" WIDE x 16" DEEP SPREAD FTG. W/ F. 3 #5 CONT BEND I8" E.W. AT CORNERS ABL UNDATION PLAN Ah Y4„_,._o„ Co ,�, WRITTEN DIMENSIONS GOVERN CONTRACTOR SNALL VERIFYALL DIMENSIONS . IN THE EVENT OF A CONFLICT THE A/E SNALL BE NOTIFIED BEFORE PROCEEDING W/ WORK 24" WIDE,;16" DEEP SPREAD FTG. W/ 8 #5 CONT BEND 18" E.W. AT CORNERS 00 FOOTING Q�A NEW 16" WIDE x 12" DEEP CONC SPREAD FTC. W/ 2#5 CONT BEND 18" E.W. AT CORNERS t` a�A� �A* U O� ," ` W F�1 P64 N N O N[••Ia H M � a W � a wmono d ,� r h ti o N as ' ~ Q �i 0 9 w� O W� u g CA G4�y O o 0 Fil U F-� v] r H� W M w / VENT DETAIL 3w =1'-p" NOTE (AS PER R322.2.2) THE TOTAL FOOT PRINT ON THE GROUND /S 409 S F. P' / S. F. IS 409 MIN. 1 VENT 16" x 8" = 200 SO IN 4090 IN / 200 = 2.5 VENT BLOCKS WE ARE PROVIDING 3 THE VENT TO USE IS A SMART FLOOD VENT 1540-520 STAINLESS SU. SOIL STATEMENT INSPECTION OF THE SITE INDICATES UNDISTURBED SOIL WIT# A BEARING VALUE W111CN WILL EXCEED 2500 P.CF. CNOW D OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, CONTRACTOR SHALL HIRE CEOTEC#NICAL ENGINEER TO CERTIFY THAT THE COMPACTED SOIL WILL SUPPORT 2500 P.S.F. 011 BEARING CAPACITY. TERMITE NOTE R318.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION SEE SECTION 202, REGISTERED TERMITICIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 1SSUED TO T#E BUILDING DEPARTMENT BY Tl/E LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT.. "THE BUILDING NAS RECEIVED A COMPLETE TREATMENT FOR T#E PREVENTION OF SUBTERRANEAN TERMITES TREATMENT IS IN ACCORDANCE W1Ut RULES AND LAWS ESTABLISHED 8Y TF/E FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES " ALUM A/C PAD FOR NCT MASONRY REINFORCING ALL CONCRETE BLOCK TO BE 8" x8" x16" WITH MIN. COMPREESSIVE STRENGTH OF F',x =1900 P.S I. RESULTING PRISM PROVIDE 1-N,.51N [ MASONRYAT A MAX SPACING OF 48" O.C. ( (O.N.) FILL CELLS WITH CEMENT PUMP MIX CONC WET CELIS BEFORE PLACING GROUT PROVIDE NORIZONTAL REINFORCING #9 GAGE LADDER TYPE EVERY OTHER COURSE UIRU-OUTALL MASONRYWALLS. FOUNDATION NOTES 1) SLA8 TO BE 4" THICK W/ 6" x 6"Wt. 4x W14 W. W. F. SUPPORTED ON SLAB BOOSTER @ 6'-0" O.C. ON 6 MILL VAPOR BARRIER ONCOMPACTED FILL TO A MIN OF 959OF MAX DRY DENSITY FOR ALL LAYERS FOR ALL LAYERS 1N ACCORDANCE W1TN AS7-A1 D 1557 SOIL UNDER SLABS ARE TO BE TREATED FOR TERMITES AS PER R318.1 2) TOP OF SLA8 = TO 8E AT 4.08' NAVD. 3) OVERLAP ALL FOOTING STEEL AT ALL CORNERS d INTERSECTIONS FOR 30" (MIN. BEND BARS 4) CENTERLINE OF FOOTING AND WALLS, COLUMNS MUST LINE UP U.O. N. SIMPSON POST CAP W/ 2 -sTNRU BOLTS 4 x 4 AT. WOOD POST SIMPSON ABA - 44 POST BASE W/'Xq WEDGE BOLT 6" EMBED a. 4 3'-0" POST DETAIL SCALE 3/4"=1'-O" 36" x 36" WIDE x 12" DEEP CONC FTG W/ 3 #5 LONG SEE FOUND PLAN FOR NOTES A 24" WIDE x 16" DEEP SPREAD FTG. W/ A l 3 #5 CONT BEND 18" E.W. AT CORNERS LINE OF FOOTING CHANGE FIN PAVER 0 M L / 4 x 4 P. T. WOOD a 36" x 36' WIDE x 12" D FTG W/ 3 #5 LONG SEE PLAN FOR NOTES 3' 6" MIN ART VENT 4" CONC. SIAB W/ 6" X 6" W 1.4X W I.4 W. W. M. DBL 30" AT PERIMETER ON WELL COMP. FILL OVER 6 MILL VAPOR BARRIER FlN SLAB @ 9,'-0" NAI/D IM lllllli:�llllllllllillllllllllllllllllllllli�llllllllllllll HILLY 4" CONC. LIAR W/ 6" X 6" - W 1.4X W L4 W. W. M. D8L 30" AT PFRIME FER ON WELL COMP. FILL OVER 6 MILL P 4POR BARRIER STAIRS In -4" SMART SMART VENT FIN SLAB @ 3. 6 NAVD q I.Q. 2 ' WIDE x 16" DEEP CONC M NO FM W/ / 3 #5 CONT BEND 18' E.W. AT CORNERS / WN PAVERS B AX F.C. F.C. F.C. F.C. F.C. F.C. "C. "C. F.C. F C. 24" WIDE x 16" DEEP SPREAD FTG. W/ 3 #5 CONT BEND 18" E.W. AT CORNERS ATION PLAN 74 WRITTEN DIMENSIONS GOVERN. CONTRACTOR SHALL VERIFYALL DIMENSIONS . IN THE EVENT OF A CONFLICT THE A/E SHALL BE NOTIFIED BEFORE PROCEEDING W/ WORK 24" WIDE x 16" DEEP SPREAD FTG. W/ 3 #5 CONT BEND 18" E.W. AT CORNERS OD FOOTING NEW 16" WIDE x 12" DEEP CONC SPREAD FTC. W/ 2#5 CONT BEND 18" F W. AT CORNERS Fr+,1 I� N h a N N [� W W� M W a zM • 'o N A N as 4 Q C w wM c) WO�D U �+ w LJ A A0 � O � U W U E-� �fe ��\P'j'' .. ENSF F! o. WM N.524 � Q'N I :71'= AM U2 0 DOOR SCHEDULE SIZE TYPE &MAT. MFG. REMARKS MARK W H THK. A 8 0" 6'-8" 1-314" RAISED PNLS TNERMATRU D LT, T T S LD. FULL 8 2'-8" 6'-8" 1-3/4" S C, R. P., WD. POCKET C 2'-0" 6'-8" 1-314" S.C,R.A,WD. POCKET UNDER FIRST FLOOR D 2'-6" 6'-8" 1-314" S.C,R.P.,WD. POCKET E 2' 6" 6'-8' 1-314" N.C. R.P. WOOD F 4-0" 6'_8" 1-318" NC R.P. WOOD BI FOL G 2'_0" 6'-8" 1-318" NC R.P. WOOD 8/ FOL N 3'-0" SEE MFG SEE MFG / 12'-0" 8'-0" SEE MFG ROLL UP STL 1 VERIFY NGT. W/ DUMBWAITER DOOR REQUIREMENTS GENERAL NOTES 1. SC,R.P.,WD. REFERS TO SOLID CORE, RAISED PANEL, WOOD 2. A// EXTERIOR DOORS ARE TO BE FULLY WEATNERSTRIPPEO 3. ALL INTERIOR DOORS ARE TO NAVE A 3" CASING 80. MIN . DOORS ARE TO BE UNDERCUT TO FIT All WINDOW SCHEDULE AS DE WINDOWS NAPRODUCT CONTROL APPROVALS MARK UNIT SIZE RADIUS DESCRIPTION MANUF. REMARKS W H 1 37' 383/a" ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 2 5'-0" 383/s" ALUMNORIZONTAL SLIDER LAWSON FLANGE TYPE TINTED GL 3 53" 48" ALUM FIXED LAWSON FLANGE TYPE TINTED GL 4 3-31' 63" ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 5 26" ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 6 ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 7 NOTE ALL WINDOW ARE TO BE IMPACT GENERAL WINDOW NOTES: NOTE 1: DADE COUNTYAPPROVAL CONTRACTOR SHALL PROVIDE DADE COUNTY PRODUCT APPROVAL NUMBER BEFORE INSTALLATION NOTE 2: ALL NEW WINDOWS GLAZING NOTE 3: ALL FIXED GLASS SHALL COMPLY WITH SECTION 2405.3 SHALL BE GRAY TINTED NOTE 4, ALL WINDOWS ARE TO BE FULL YWEATNERSTRIPPEO NOTE 5, NOTE 5; DIMENSIONS IN SCHEDULE ARE EXACT FROM LAWSON WINDOW GLASS DIMENSIONS ALUM WINDOWS FLANGE TYPE SIZE AND COORDINATE THE MASONRY OPENING NOTE 6; ALL WINDOW BUCKS ARE TO BE 1,r4 WLTNI/4" x3-I/2" TAPCON SCREWS SEE PRODUCT APPROVAL FOR LOCATION NOTE 7,• SUBMIT SHOP DW6r TO ENGINEER FOR APPROVAL BEFORE FABRICATION OR INSTALLATION -1/2 SMOOTH STUCCO FINISH CONCRETE COLUMN. SEE ,MUCT. DWGS. FOR DETAIL -ALUMINUM GARAGE DOOR DADE COUNTYAPPROVED 1 x 2 P. T. WOOD TRIM, PRIMED, CAULKED AND PAINTED 2 x 8 P. T. WOOD BUCKANCNORED TO COLUMN AND BEAM ABOVE W /TN 5/8 0 AND 6" LONG ANCHOR BOLTS AT I6" O.C., AND 6" FROM EDGES. GARAGE DOOR JAMB DETAIL SCALE 1 1/2" = P-0" SECOND FLOOR PLAN r4„=I.-0„ DATA GENERAL NOTE ,MIR KEYNOTES FROM GARAGE FLOOR TO LANDING ALL MATERALS BELOW FLOOD LEVEL r , ]STEP OUT OF DOOR @ 7' @ 8'-0" SHALL ADHERE TO R-322.1.8 NOTE (AS PER R302.6) 6 RISERS @ 7 L/2' EA TO BE FLOOD RESISTANT O PROVIDE %" DU-ROKON ALL P iTi FRAME 5 TREADS @ 10 EA ALL CERAMIC TILE FLOOR FINISHES PARTITIONS SEPERATING GARAGE FROM MAIN LIVING AREA. FROM TOP OF Fl ST FLOOR TRUSS DOWN FROM FIRST FLOOR TO SECOND FLOOR TO COMPLY W/ FLA RES 2010 R TYPE " X " FROM TOP OF FIRST FLOOR TRUSS UP A 16 RISERS AT 7.3116" EA 702.4 15 TREADS AT IO" FA O R-11 /NSULAT/ON FOR 4" PARTI ION W RAILING DATA ON WALLS SEPERATING THE R-11 INSULATION FOR 6" PARTITION MCI GARAGE FROM AIC SPACE 34" NGT RAILING ON TREADS 36" NGT ON LANDING O3 42" NGT. COUNTERTOP 04 & BALCONY " PROVIDE A %/ / PE " X " ® ELECTRICAL PNL. 00 RAILING ARE rO BE DESIGNED TO RESIST A GYP WALL BD I NR. FIRERATED � LOAD OF 200# APPLIED NORIZ OR VERT, PICKETS ARE TO BE SPACED TO RESIST AN OBJECT © ELECTRICAL PNL. ra, W 00 W1 A MAX 0 OF 4" MTD @ BOTT OF PANEL 8'-0" NGVD j.., • ©A/C COMP ON ALUM FRAME ABOL TW SEE ELEVATION FOR NGT. 11 1p 4' 01A RIGID DUCT N © FOR DRYER TO RUN RIM N p` FLOOR TRUSSES AND MOUNT 2� TO SIDE OF HOUSE ® 34" NGT RAILING ON TREADS MTL TNRESNOLD 2 MIRROR QI N. W. N TO BE ON RAISED PLAT e EGRESS FORM TO ELEV 8'-0" NAVD W c AX EGRESS 02 © FLOOD VENT H FILLED CELL ® W/ 1 #5 VERT W _ FILLED k / CONIC r--� ® ROD & SHELVES W �? RANGE/OVEN W/ M/CROWA ABOVE & EXHAUST FAN D © REFRIGERATOR \ BEDROOM \ � \ FIN SLAB TO BE A T 8'-0 NAVD © SINGLE SINK W/ DIP I� ® L/NE OF A/C CHASE ABOVE A - - _ LANIN TE FLOOR ctasE 4" NGT. TILED CURB 12-4 - - ® To © GOLF CART 8 00 © A. N. U. W/ SUPPLY A A AND RETURN ON SIDE q u 0 4 A-u © 16" WIDE COUNTERTOP 41- " 4' __3 7;y G 8'-1" OPEN UNDER ROD & SHELF UP - - 2� LINE OF A/C CHASE BELOW o h LANINATE F100 _ EXTERIOR WALL ABOVE O E `O © INTERIOR RIDGE W E b ® 22" X 36" ATTIC SCUTTLE 71/CT 2 36" NGT. RAILING Z 7 RUN ES AN r4l A9 , NT C. o � ® 5'-8' x 3'-6" OPENM Q � 'JUSE A ©1 3'-0" x 6'-8" CASED OPENING WP4 n M ® 3'-O" x 6'-8" ARCHED OPENING F. C. © WASHER / DRYER Z E A VENT DRYER TO EX7iR Q F \ (9 A/C CHASE � BE Ar e .6 6" 3' D" w \ 3'- 10' 4" \ • aI I M ®I v / GARAGE \ F. C. \ FIN SLAB TO BE AT 3.66' NA 1 SEE DET TAmT F. C. h \\ l 0 o F. C. FC. C. F. C. 611 F�C. ��. NOTE (AS PER R322.2.2) O THE TOTAL FOOT PRINT ON THE GROUND IC 917 S F. g 1" / S.F. IS 917 SQ.IN. 1 VENT 16" x 8" = 200 SQ INS. A-11 917 SQ IN / 200 = 4.5 VENT BLOCKS WE ARE PROVIDING 5 THE VENT TO USE lS A SMART FLOOD VENT 1540-520 STAINLESS STL. FIRST FLOOR PLAN H W ' DOOR SCHEDULE SIZE MFG. REMARKS MARK W H THK. TYPE &MAT. A 3'-0" 6'-8" 1-3/4" RAISED PNLSFULL TNERMATRU B T T T D. WFATf(F"TRZPP= 8 2'-8' 61_811 1-314" SC,R.P.,WD. POCKET C 2'-0" 6'-8" 1-314" SC,R.P.,WD. POCKET UNDER FIRST FLOOR D 2'-6" 6'-8" I-314" S C, R. P., WD. POCKET E 2'-611 6'-8" 1-314" N.C. R.P. WOOD F 4'-0" 6-8' 1-3/8" NCR-P. WOOD Bit FOL G 2'-0" 6'-8" 1-318" N.0 R.P. WOOD Bl FOLD 3'-0" SEE MFG SEE MFG / 12'-0" 8'-0" SEE MFG ROLL UP STL 1 VERLFYNGT. W/DUMBWAITER DOOR REQUIREMENTS GENERAL NOTES 1. SC,R.P.,WD. REFERS TO SOLID CORE, RAISED PANEL, WOOD 2. A// EXTERIOR DOORS ARE TO BE FULL YWEATNERSTRIPPED S. ALL INTERIOR DOORS ARE TO NAVE A 3" CASING BD. MlN . DOORS ARE TO BE UNDERCUT TO FlT ALL WINDOW SCHEDULE AS DES WINDOWS IN PRODUCT BE CAONT OL APPROVALS MARK UNIT SIZE RADIUS DESCRIPTION MANUF. REMARKS W H 1 37" 383/8' ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 2 4'-0" 38 3/3" ALUM HORIZONTAL SLIDER LAWSON FIANCE TYPE TINTED GL 3 53" 2 48" ALUM FIXED LAWSON FLANGE TYPE TINTED GL 4 3-31' 63" ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 5 461/2" 26" ALUM SINGLE HUNG IAWSON FLANGE TYPE TINTED GL 6 ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 7 NOTE ALL WINDOW ARE TO BE IMPACT GENERAL WINDOW NOTES: NOTE 1: DADE COUNTYAPPROVAL CONTRACTOR SNAIL PROVIDE DADE COUNTY PRODUCT APPROVAL NUMBER BEFORE INSTALLATION NOTE 2: ALL NEW WINDOWS GLAZING NOTE 3: ALL FIXED GLASS SNAIL COMPLY WITH SECTION 2405.3 SHALL BE GRAY TINTED NOTE 4, ALL WINDOWS ARE TO BE FULLY WEATNERSTRIPPED NOTE 5, NOTE 5; DIMENSIONS IN SCHEDULE ARE EXACT FROM LAWSON WINDOW GLASS DIMENSIONS ALUM WINDOWS FLANGE TYPE SIZE AND COORDINATE THE MASONRY OPENING NOTE 6,, ALL WINDOW BUCKS ARE TO BE 1,G4 WIT9I/4" x3-1/2" TAPCON SCREWS SEE PRODUCT APPROVAL FOR LOCATION NOTE 7,, SUBMIT SNOP DWGS TO ENGINEER FOR APPROVAL BEFORE FABRICATION OR IAISTALLATION -1/2" SMOOTH STUCCO FINIS'# CONCRETE COLUMN. SEE STRUCT. DWG. FOR DETAIL -ALUMINUM GARAGE DOOR DADE COUNTYAPPROVED 1 x 2 A T. WOOD TRIM, PRIMED, CAULKED AND PAINTED 2 x 8 P. T. WOOD BUCKANC'#ORED TO COLUMN AND BEAM ABOVE W ITY6/8 O AND 6" LONG ANCHOR BOLTS AT 20" O.C., AND 6" FROM EDGES. GARAGE DOOR JAMB DETAIL SCALE 1 1/2" = P-0" SECOND FLOOR PLAN %a"=1'-0" 1 P161D DUCT )RYER TO RUN e TRUSSES AN �F OF HOUSE ,LAB TO BEATS. STAIR DATA FROM GARAGE FLOOR TO LANDING I STEP OUT OF DOOR @ 7' 9 RISERS @ 6%" EA 8 TREADS @ 10" EA FROM FOYER TO LANDING AT FRONT DOOR 9 RISERS @ 7'/s" EA 8 TREADS AT IO" EA 3 FROM FIRST FLOOR TO SECOND FLOOR 16 RISERS AT 7.3116" EA 15 TREADS AT IO" EA RAILING DATA 94" NGT RAILING ON TREADS 36" NGT ON LANDING & BALCONY RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED NORIZ. OR VERT. PICKETS ARE TO BE SPACED TO RESIST AN OBJECT WI A MAXO OF 4" E T Emil ;'€; _ B A-1l EGRESS GENERAL NOTE ALL MATERALS BELOW FLOOD LEVEL @ 8'-0" SHALL ADHERE TO R-322.1.8 TO BE FLOOD RESISTANT ALL CERAMIC TILE FLOOR FINISHES� TO COMPLYW/ FLA RES 20M R �VL 702.4aj� ON WALLS SEPERATING THE GARAGE FROM A/C SPACE PROVIDE A %11 TYPE " X " GYP WALL 80 1 NR. FIRERATED no ROOM 9' 0" NAVD E FLOOR G31FY �1 v \ 2 10411 \ GARAGE FIN SLAB TO BEAT 3.66' 1 \ FC• \ l FC. F.C. F.C. 2� �0 F.C. 0 / NOTE (AS PER R322.2.2) THE TOTAL FOOTPRINT ON T11E GROUND /S 917 S. F. g P' /SF. lS 9170.11V. I VENT 16" x 8" = 200 SQ IN A-p 9170 IN / 200 = 4.5 VENT BLOCKS WE ARE PROVIDING 5 THE VENT TO USE lS A SMART FLOOD VENT I540-520 STAINLESS STL. FIRST FLOOR PLAN KEYNOTES NOTE (AS PER R302.6 ) O PROVIDE %" DMROKON ALL WD FRAME PARTITIONS SEPERATING GARAGE FROM A LIVING AREA. FROM TOP OF FIRST FLOOR & TYPE " X " FROM TOP OF FIRST FLOOR O2 lTION R-19 INSULATION FOR 6" PAR 1 / N O3 42" NGT. COUNTERTOP 4 ® ELECTRICAL PNL. © ELECTRICAL PNL. MID @ BOTT OF PANEL 8'-0" NGVD ©A/C COMP ON ALUM FRAME ABOVE SEE ELEVATION FOR NGT. 4" DlA RIGID DUCT © FOR DRYER TO RUN TNRU FLOOR TRUSSES AND MOUNT TO SIDE OF HOUSE ® 34" NGT RAILING ON TREADS O Ma TNRES//OLD �0 MIRROR �1 It W.'# TO BE ON RAISED PLAT FORM TO ELEV 8'-0" NAVD FLOOD VENT FILLED CELL W/ 1 © FILLED W/ CONC ® ROD & SHELVES © RANGE / OVEN WIMICROWAVE ABOVE & © REFRIGERATOR © SINGLE SINK W/ DISP ® LINE OF A/C CHASE ABOVE 4" NGT. TILED CURB ® TUB © GOLF CART © A. it. U. WISUPPLY a0 AND RETURN ON SIDE © 16" WIDE COUNTERTOP OPEN UNDER ® ROD & SHELF 2� LINE OF A/C CHASE BELOW 2� EXTERIOR WALL ABOVE © INTERIOR RIDGE ® 22" X 36" ATTIC SCUTTLE ® 36" NGT. RAILING ® 5'-81,e3'-611OPENING ©1 3'-Oil x 6'-8" CASED OPENING 3'-0" x 6-8" ARCHED OPENING © WASHER / DRYER VENT DRYER TO EXIT ® A/C CHASE DOWN UP VERT FAN W �d O rq V1 V1 N � a NSW F-� r, 0 00 M „ F a. W � a� M A w� W� O z rah WV Q QZ 1.4 O �^ o zA o N. I� STUCCO BEAD TRIM CONC COL. STUCCO READ TR1tff COL DETAIL 3/4 ff=1 f-off 96" 1-16T. Alttlff RAILING SECOND FLOOR FIN PL YWV 12 ALUM 61(TTFe TOP OF BOND BEAR - AL U V CUTTER 4-47.4 SECOND FLOOR FIN Pt YWD 14" WIDE RAISED STUCCO BAND UG1I7'.TEXT STUCCO co + 6. 0 NA VD sk ALUM 9010SPOUT MT1 Poor 12 14 +48.5 -52.7 B.0 M4VD LIGHT TEXT STUCCO REAR ELEVATION Y4 11=19-Off AWN GUTTER SEE 9FT S11-ITH-1 ND FLOOR FIN Pt YWO 6" WIDE STUCCO 8,41VO ( TYP. ) WMA 36" A16T MIX RAILING +48.3 -52.5 1161-IT TEXT STUCCO Amot. 6"W10FSTUCCO BAND (TYR) OPEN --36`96T AlUMPAILING,' 14" WIDE RAISED 'crucco SAM9 Alf COMP ON L16117- TEXT STUCCO ALUM kTA1VDSFFCf(r M-1 FOR i9F7U + 8.0 1VAVD lsk� ALUM DOWNSPOUT LEFT SIDE ELEVATION NTL ROOF GUTTER 116191T TEXT STUCCO RIGHT SIDE ELEVATION Y4 ff=jv_V +49.8 -54.0. 4-8.0NAWFIN SLAB +1 �47 12 14 12 pq OPEN OPEN ALUM RAILING 11c 00 00 t- cq rq NSW P4 -i= W � 00 O C) �4� 0 w LJ A QOf)g P4 0 �v b 0 U a P4 cn 0/3 Ao 12 \ 14 III ALUM GUTTER RUM rov - 36" NGT. ALUM RAILING4,47.4 AC GUTTER 51. 36 NGT Al M RAILING. +48.3 :. SECOND FLOOR FIN PLYWD L1GNT TEXT STUCCO 14" WIDE RAISED STUCCO BAND N 6".WIDE'STUGCo BAND C MR J SECOND FLOOR FIN PLYWD -- -- : FIN PLYWD 14' WIDE RAISED STUCCO BAND M LIGNT.TW STUCCO A/C CAMP ON LIGNT TEXT STlICCO ALUM STAND. CFF SNT M-1 FOR D ETLS 1111 All + .0 NAVV J 9.0 NA VD Fl F/ST FLOOR Nk I I/2" STUCCO — —' — — ALUM DO N SPOUT + 8:0 NA1/D — — BEAD TR/M (;1111000 <`: ALCM DOWNSPOUT 3. � 112 .�Lj9 Li + 3.5' NAM FRONT ELEVATION LEFT SIDE ELEVATION 6" W/DE STUCCO BAND C TYP. ) CONC COL. % II/2" STUCCO BEAD TRIM COL DETAIL Yon=1 r_On MTL ROOF 12J 4 +48.5 -52.7 I MEN — + 8.0 /VAVD LIGNr TEXT STUCCO REAR ELEVATION Y4„=1,_o,t M�u eyUSI/45 0 SEE DET N SNT M-1 OPEN 36"'NGT. ALUM RAILING MTL ROOF +49.8 -54.0 12 14 OPEN OPEN M W � a a A I zEm h a � F H � O Fil 0 W�;)�/ 0 W� Q W� 0 �^ o r � � C ALUM RAILING C. F a 0 Pip J No '% H W OC�.•'��pENSF •.�� : � N 1 = No. 2046 is = / S 7 \ I till 18" DEEP GIROER TRUSS 3' 0 1/4" POST U COL CAP BYSIMPSON C-44 W/ 2 -5/8' TNRU BOLTS IN COL AND GIRDER 4 x 4 WOOD POST SIMPSON ABA - 44 POST BASE W/I/?WEDGE BOLT 6" EMBED 36" x 36" WIDE x 12" DEEP CONC FIG W/ 3 #5 LONG E.W. DETAIL SCALE 3/4=1'-0" ROOF PLAN NOTES I. CONTRACTOR TO SUBMIT SHOP DOGS. GRAVITY& UPLIFT LOADS TO ENGINEER FOR APPROVAL BEFORE FABRICATION OF TRUSSES 2. ALL FLASHING TO BE MTL. UNLESS OTHERWISE CHANGED BYOWNER 3. GUTTERS AND DOWNSPOUTS TO BE MTL. 4. TYP. ROOFING TO BE A METAL ROOF. 5. TYP. ROOF PITCH TO BE 4:12 WE STRUCTURAL SYSTEM FOR TIIF BUILO/NG PAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE 2010 RESIDENTIAL EDITION TIJE FOLLOWING SUPERIMPOSED LOADING NAVE BEEN UTILIZED. ROOF LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF DONT USf 33%STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MP#AS PER ASCF 7-10 RISKCATT./l EXPOSURE " D " CODES FLORIDA BUILDING CODE 2010 RESIDENTIAL, LOCAL CODES AND GOVERNING RMIMTONS. ACI 318-02 ACI 421.1-R92 A.I.S.C. NINTHEDITION N.D.S. 2001 ASCE 7-02 ROOFSPEATIIING NAILING SCHEDULE (5/8" CDX. WIT# 8d RING SNANKGALV.) (DO NOT USf MECHANICAL DEVICE) A. PROVIDE 24 BLOCKING AT ALL RIDGE, NIP LINES & VALLEYS W/ 3-8d NAILS FROM EA SIDE ROOFSNEATNING NAILING SCHEDULE (518" CDX WITNIOd RING VIANKGALV.) 8. NAIL PLYWD. WITH 8d NAILS @ 6" O.C. THROUGH OUT AND AT GABLE ENDS PROVIDE 2r/1 BLOCKING FOR FIRST FOUR FEET AT THE PLYWD. EDGES W/ 10 d NAILS AT 4" O.C. C. PROVIDE 2X4 CONT. BOTT. CHORD BRACING @ 8'-0" O.C. MAX WITH 2-16d NAILS AT PANEL POINT. BRACING SHALL BE RESTRAINED AT EACH END AND AT 20'-0" INTERVALS A ALL NAILS MUST BE RING SHANK GALV. ALL WOOD CONNECTORS MUST 8E NOT DIP GALVANIZED. F. IX6 CYPRESS T&G WITH 3-10d NAILS AT ALL CONTACT POINTS PLYWOOD NAILING SCHEDULE: BALANCE WITHIN 5'-0" OF ROOF EDGE 10 D NOT DIPPED GALV. NAILS @ 4" O.C. 10 D NOT DIPPED GALVS RING SHANK NAILS @ 6" 0. C ALL S#EATNING SHALL BE GLUED TO TRUSSES W/ CONSTRUCTION ADHESIVE GRAVITY (LBS / FT.) UPLIFT IBS / FT.) LINTEL SPECIFICATION LENGTH ALLOWED APPLIED ALLOWED APPLIED 8F161B1T IO 11'4" 1366 743 798 675 O 5'-4" 5365 550 2290 500 2-2 x 12 WOOD HDR 0 5'-4" 5365 250 2290 250 0 13'4" 1075 250 606 100 O5 10'-6" 1533 250 914 100 bO 4'-0" 6113 550 3079 500 O7 9'-4" 1843 250 1133 100 8O 4'-0" 6113 250 3079 100 O9 4'-0" 11809 1000 6627 13, 8F321111T /0 10'-6" 3643 1000 1732 6- 8F321B1T Il 13'-4" 2883 1000 1321 6- 8F321B1T I:1 1 FULL LENGTN CIJACKSTUX 2-2 x 12 WD. NDR W/ I/?' PLYWD IN BETWEEN ii El 0 n 2 JACKSTUDS F=FILLEDW/TNGROUT/U=UNFILLED QUANTI]YOF#5REBARAT B01'TOMOFLINTELCAVITY 81 NOMINAL W/DTNNOMINAL NEIGNT-6ROUT #5 RRARATBOTTOM oFuNrELcauuv BOTTOM REINFORCING PROVIDED IN LINTELINAl MINIMUNNOMLIWNTEL REINF: 1# 5 BOTTOM 1 FULL LENGTN SIMPSONSP6WW/ 3" WALL FRAMING AT SLIDING GLASS DO"%2n-1' ATTACHMENT HARDWARE SCHEDULE KIND SIMPSON CATT # RATING FASTENERS 1 SP6 735# 6-10dx1'/1" 2 MTS12 450 (R) TOP CHORD BOTTCNORD 2x6WOODSTUDS@16"O.C. R-19 INSUL 2-2 x 12 WOOD NDR. 8" A FF SECTION " Ai 2500 # E MGT 4` 8F16-1 B1 T 8" NOMINAL WO MINIMUN LIN- 5 BOTTOM 1 450# PRf 8 FNG WOOD@ 4" O.C. 4:12 ITCH TYP ON PCtIORDAND 2:12 PITCH ON BOTT CNO D—-- -2x1 WOIDUD DR 500 F�E�P162- 2 x OOD STUDSIOFPLAN 7�= rL #5 FIELD ADDED TOP MIN I RFOD MGT o 2500 # EE MGT W 11° m ' M N r N N t` N[-,a NSW H m a W � I� z m�n � M M a � � r ti o~o 04 ti o a r a+ WH O� C U� wu Q CA C) W `r ¢A o iG k ��//• Fil 0 W U E-i W oeq F" / A AX EM \\ J a M \ \ \\ \ 8_0lt"NA . OLW � � TO IN PL D M \\\ --\ 2-2 x 6 WD LEDGER TRUSS W1'Is" x 6" EMBED - x 4 STL WEDGE BOLTS @ 24" O.C. a STAGGERED T & 8 W12 GW EA SIDE OF FIR. GIRDER Z' � IRDER TRUSS A GIRDER TRUSS AIR A JI GIRDER TRUSS A-11 18" DEEP P. T. WO TRUSSES @ 24" O.C. :1 GIRDER TRUSS NO CANTLEVER TRUSSES OVER BEAM 0 1R1 FIRST FLOOR FRAMING PLAN Y4°=11-0" NOTES ALL STL CONNECTORS USED BELOW FLOOD LEVEL SHALL BE 316 C STAINLESS STEEL 2-2 x 6 WD LEDGER F� W1 %11 x 6" EM8ED WEDGE BOLTS @ 24" O.C. - O M STAGGERED T & 8 W12 O EA SIDE OF FIR. GIRDER W^ 4 FROM EA END l�1I Q� A V1 O PROVIDE A 90" WIDE x 14" DEEP OPENING IN Nt THE GIRDER TRUSS z O FOR A/C DUCTS Q a F� /p 5 314" END OD TRUSS — I x WOOD 8106 — 5 KSTYLE ALUM GUTTER SIMPSON META 16 EA TRUSS TYP 2 x 8 WOOD FASCIA %1I STUCCO O.H. SECTION *EAST SIDE SCALE 3/4"=1'-0" SEf ICEYNENE FOAM INSULATION R-20 14" DEEP WOOD TRUSSES GIRDER TRUSS 18" DEEP WD TRUSSES N OO O I M ICEYNENE FOAM INSULATION R22 886187T CONC LINTEL BEAM PREFAB WOOD TRUSSES @ 24" O.C. e' L161-IT TEXT STUCCO FIN ON FELT BACKED RIB LATH ON -'Y CDX PLYWD 36" NGT. ALUM RA/LING PICKETS @ 4" O.C. TO BE MTD TO OUTSIDE OF BEAM TREY WOOD COMPOSITE LUMBER FLOOR ON FULL FULL MORTAR BED ON BUILT UP ROOFING ON 1-90# SLATE 90T MOPPED TO 15# FELT NAILED TO COX PLYWD 2-2 x D LEDGER W/ 5/8' x "EMBED WEDGE B LTS @ 24" O.C. CTA66ERED�T & 8 W/ 2 EA SIDE OF GIRDER FLOOR TO BE @ +8'-0" NAVD CALVALLIME 5 V CRIMP MIL. ROOFI11/6 ON PEEL AND STICK FELT TIN TAGGED TO 518" CDX. PLYWOOD SNT6. NOA FL 14520-RI SIMPSON DFCTA SEAT W/ EA TRUSS I4 P. T. WOOD FIRESTOP - CAL MTL ON AT M WO NAILER 2a WOOD FASCIA VINYL SOFFIT #5 /N CONC FILLED CELL BEND 18" E.W. IN BOND BEAM AT CORNERS SEE PLAN FOR SPACING SYNTHETIC %" LIGHT TEXT STUCCO t 1 #5 36" BAR DIA" LAP BPNT 12" IN BOND BEAM BELOW 14"RAISED STUCCO BAND FORMES OUT OF STUCCO BEADS 2 COURCES OF 8" x 8" BOND BEAM W/ 1 #5 CONT IN EA ONE TOTAL OF 2 8" CONCRETE MASONRY UNIT. W/ TYPE M MORTAR W/ #9 6A LADDER TYPE NORIZ. REINF. EVERY OTHER COURSE GENFRAL NOTE ALL MATERALS BELOW FLOOD LEVEL @ 8'-0" SHALL ADHERE TO R-32218 TO BE FLOOD RESISTANT h ti h h 0 3.5' NAVD. FIN PAVERS NAVD. T r 1 #5 36" BAR DlA" LAP BENT 12" IN FIG. fl-OII N TYPI WOOD TRMC ES AT 24" C/C. PROVIDE SHOP FOR APPROVAL PRIOR TO FABRICATION ICEYNENE FOAM INSULATION 518" DRYWALL TO TO R 702.3.1 8" x 8" PRECAST CONC BOND BEAM W/ 2 #6 = .I25 SO -INCHES. (2#5 BEND BARS 30 LONG AT ALL CORNERS) 112" DRYWALL ON 1 x 2 P. T. WD. FURRIN" AT 16" INSUL R= 4.0 DRYWALL TO CONFORM R702.3.1 8" CONCRETE MASONRY UNIT. W/ TYPE M MORTAR W/ #9 GA LADDER TYPE NORIZ. RELNF. EVERY OTHER COURSE TYPICAL WOOD FIRE STOP 51/a"" NGT. WOOD BASE BOARD. BY EAST COAST MOULDINGS // — NTS-20 STRAP (72) IOd NAILIS INTO TRUSS 3/4' PLYWD GLUED AND NAILED 17 -6 314" NAVD. FIN PLYWD x STAGGERED T & 8 W/ 2 EA SIDE OF EIR. GPM @ FA END W/FOIL 0 ro — 518" DRYWALL TO CONFORM TO R702.3.1 — 18" DEEP PREFABRICATED WOOD TRUSS 24" O.C. SUBMIT SHOP DWGS TO ENGINEER BEFORE FABRICA7 112" DRYWALL ON I x 2 P. T. WD. FURRIN AT I6" C/C INSUL R= 4.0 DRYWALL TO CONFORM k 702.3.1 SMOKE -DEVELOPED INDEX. WALL AND CEILING FlNISNES SHALL NAVE A SMOKE -DEVELOPED INDEX OF NOT CREATE M THAN 450, FLAME SPREAD INDEX. 10 - WALL AND CEILING FlNISNES SHALL #AVFAc AMESPREcI INDEX OF NOT GREATER THAN 200. TYPICAL WOOD FIRE STOP 51/a"" NGT. WOOD BASE BOARD. BY EAST COAST MOULDINGS N7S-20 STRAP (72) 106( NAILIS INTO TRUSS NAVD. TOP OF SLAB I— I WELL COMPACTED, CLEANNON-ORGANIC FILL. b • I aye r• II " 1� "�;. • 16 x 24 CONC FTC. � Q. W/ 3 #5 CONK. CTION SCALE 3/4"=P-0" W d- M W a�A V 00 O N Ww 04 PLO P4 04 N �I N � P4 W E-+ o � O wcn o W 531411 END OD TRUSS — I x WOOD 8106 - 5 KSTYLE ALUM GUTTER I SIMPSON META 16 EA TRUSS TYP 2 x 8 WOOD FASCIA 5/a' STUCCO O.H. SECTION EAST SIDE SCALE 3/4"=l'-O" SEE SNT A-7 ICEYNENE FOAM INSULATION R-20 14" DEEP WOOD TRUSSES GIRDER TRUSS 18" DEEP WD TRUSSES M O M ICEYNENE FOAM INSULATION R22 896181T CONC LINTEL BEAM PREFAB WOOD TRUSSES @ 24" O.C. a' LIGHT TEXT STUCCO FIN ON FELT BACKED RIB LATH ON ' CDX PLYWD - 36" NGT. ALUM RAILING PICKETS @ 4" D.C. TO BE MTD TO OUTSIDE OF BEAM TREX WOOD COMPOSITE LUMBER FLOOR ON FULL FULL MORTAR BED ON BUILT UP ROOFING ONI-90# SLATE NOT MOPPED T015# FELT NAILED TO 3/4' COX PLYWD 2-2 x 6 WD LEDGER W/ %" x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & 8 W/ 2 EA SIDE OF FIR, 6/RDER FLOOR TO BE @ +9'-0" NAVD CAL VALUME 5 V CRIMP MTL. ROOFING ON PEEL AND STICK FELT TIN TA66EV TO 518" COX. PLYWOOD S9716. NOA FL 14520-RI SIMPSON DECTA SEAT W/ NETA EA TRUSS 14 P. T. WOOD FIRESTOP 6ALV. MTL ON P.T Ix3 WD NAILER 2x8 WOOD FASCIA VINYL SOFFIT — #5 IN CONC FILLED CELL BEND 18" F.W. IN BOND BEAM AT CORNERS SEE PLAN FOR SPACING SYNTHETIC %" L169T TEXT STUCCO 1 #5 36" BAR OIA" LAP BENT 12" IN BOND BEAM BELOW 14"RAISED STUCCO BAND FORMES OUT OF STUCCO BEADS 2 COURCES OF 8" x 8" BOND BEAM W/ 1 #5 CONT IN EA ONE TOTAL OF 2 8" CONCRETE MASONRY UNIT. W/ TYPE M MORTAR W/ #96A 1400ERTYPE NORIZ. REINF. EVERY OTHER COURSE GENERAL NOTE ALL MATERALS BELOW FLOOD LEVEL (-a8'-0" SHALL ADHERE TO R-322.1.8 TO BE FLOOD RESISTANT N Oo 3.5' NAVO.FIN PAVERS 1 #5 36" BAR DIA" LAP " L BENT 12" IN FT6. TYPI WOOD TRUSSES AT 24" C/C. PROVIDE SHOP FOR APPROVAL PRIOR TO FABRICATION ICEYNENE FOAM INSULATION 518" DRYWALL TO TO R 702.9.1 8" x 8" PRECAST CONC BOND BEAM W/ 2 #6 = .125 SQ..INCl/ES. ( 2 # 5 BEND BARS 30 LON6 AT ALL CORNERS) 112" DRYWALL ON I x 2 AT. WO. FURRINGS AT 16" C/C INSUL R= 4.0 DRYWALL TO CONFORM R702.3.1 8" CONCRETE MASONRY UNIT. W/ TYPE Al MORTAR W/ #9 GA LADDER TYPE NORIZ. REINF. EVERY OTHER COURSE ` - TYPICAL WOOD FIRE STOP _ 5l/a"" NGT. WOOD BASE BOARD. BY EAST COAST MOULDINGS NTS-20 STRAP (72) 10d NAILIS INTO TRUSS 3/4' PLYWD GLUE Akp- / 18'-6 314" NAV r . C. STAGGERED T & B W/ 2 EA SIDE OF FIR. GIRDER @ EA END - 518" DRYWALL TO CONFORM TO R 702.9.1 - 18" DEEP PREFABRICATED WOOD TRUSS @ 4" O.C. SUBMIT SHOP DWGS TO ENGINEER BEFORE BRICA] 112" DRYWALL ON 1 x 2 A T. WD. FURRINGS A 16" C/C INSUL R= 4.0 DRYWALL TO CONFORM R70 .3.1 SMOKE -DEVELOPED INDEX. WALL AND CEILING FINISHES SHALL NAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. M FLAME SPREAD INDEX. o WALL AND CGUNG FlNISNES SHALL NAVE A 7'cpk& INDEX OF NOT GREATER THAN 200. TYPICAL WOOD FIRE STOP 51/a"" NGT. WOOD BASE BOARD. BY EAST COAST MOULDINGS NTS-20 STRAP (72) IOd NAILIS INTO TRUSS TION SCALE 3/4"=1'-O" WELL COMPACTED, FILL. 9,O' **D. TOP OF SLAB NON -ORGANIC wM c M � c� r W, 4 d >< aC)tr 7 ^^^ � W � r un N[a F W� o M •• a W Q Z E� � M a ti 09 O � � o N 7t A k o W 16" x 24" CONC FTG. �j�• W/ 3 #5 CONT. ONp LD J No N FFT�y .� • 52046 � A M rn ' oR A 71i211 DETAIL # 1 1-Y2 i' =1'-0" 6' DETAIL # 2 1%Z"=1'-011 3-%l, TNRu BOLTS TNRu TIIE STRINGER 4-%" TNR11 BOLTS TNRLI THE NDR. M Z. EA SIDE OF THE STRINGER m m m m DETAIL # 3 1-y2l,=1'-0,, FROM FIRST TO SECOND FLOOR 16 RISERS @ 7 3l6" FA = 7 -2 f/a" 13 TREADS @ 10" FA 2 IRR€GULAR TREADS no, 26 R ALL 2 x 6T G 6 FRAMING @ 24" O.C. TRUSS DET a. a v.r waoo varr 1L VCGr x ZY x XY CONC PAD W13 #5 E.W. STAIR SECTION" 3w =lr-on 44 FC BASE y 0 DET FROM 16 RI. 13 7-01 2 IRA IGE TO FIRST FLOOR @7316"EA=7'-21141 loll FA n DET #1 2-2 x 12 ST INGER AT €A END AND N1I' TYP WOOD CASING 80. MIN OF4" NGT.W/ WOOD RETURN BACK INTO BUCK P. T. 2 x WOOD BUCK W/'/a' SHIM SPACE LAMINATE WOOD FLOOR �h k f` 8" x 8" PRECAST CONC LINTEL W/1 #5 6" RAISED STUCCO BAND 9N MTL LA ON I X P. T WD NAILER TILE DOOR BY TNERMA TRU IMPACT RESISTANT JAMB AND NEAD EXTERIOR DOOR DETAIL SCALE 1 1/2r' =1r.p" 5.70. FT (MIN.) 8'-O" ABOVE FIN SIA8 8" x 8" CONC LINTEL W/1 # 5 6" RAISED STUCCO BAND ON 8U11T OUT STUCCO BEAD 6'-8"A8OVE FIN SLAB CAULKING BEAD ALL AROUND. - LAWSON ALUMINUM SINGLE QM6 WINDOW WITH IMPACT RESISTANCE GIASS FLANGE TYPE NOA 12-0127.16 BRICK PAVERS CAULKING BEAD ALL 4POUNP. SLOPE 2" �l4 6" RAISED STUCCO,BAND ON MTL LAT ON 1 X P, T. WD NAILER 5/8" STUCCO FINlSfl; 8" CONC. BLOCK. AREA OF CLEAR OPENING 5.7SQ. FT. (MIN) EGRESS WINDOW NOTES AN OUTSIDE WINDOW OR -DOOR OPERABLE FROM THE INSIDE WITf/OUT THE USE OF TOOLS AND PROI/I0IN6-A CLEAR OPENING OF NOT LESS TNAN 20 IN. (50.8 CM) IN WIDTN, 24 IN. (61 CM) IN NEIGNT, AND 5.7 SQ. FT. (0.53) IN Akek TFIE BOTTOM OF THE OPENING SY,41L BE NO MORE TNAN 44 IN. (l12 CM) ABOVE TlIE FLOOR.. AS PER N.F.P.A. IOI SECT. 22-2.2.3 (C) SAFEGUARDS: OPERABLE WINDOWS SNALL BE PROTECTED A FOLLOWS. WNERE TNERE IS DROP OF MORE TNAN 4-0" ON THE FAR SIDE OFSUCN WINDOWS AND T//F SILL /S LESS TNAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SNALL BE PROVIDED TO PREVENT T/lE FALL OF PERSONS WNEN SC/CN WINDOWS ARE OPEN AS PER SECT 3508.3 (E) (I) (APPLICABLE IN 2 , FLOOR WINDOWS ONLY) TOP OF FIN. FLOOR DEFER TO ARCH. PLANS cvvnlM WALL BOAR :!CATION IN CA ? FURRING STR UILKING WOOD DOOR IOOD BLOCKIA TO CONC MA YY' LNG. TAR 'EWS W/ MIN, VT OFI4/4" I 3" FROM EA. @ 12" O.C. /IEAD 9R, REFER TO EDUCE) 5" PLATE, S WEN REQ, ILER CORNER MASONRY TO STRUCT. FRONT DOOR DETAIL 896-IRIT 2 # 5 @ BOTT OF LINTEL >' 1/2" DRYWALL ON ?X 2" P. T. WOOD FQRRIXG AT I6" C/C. 3'/?" WD CASING BD # 176 BY FEDERAL MILLWORKS OR EQUAL X 3 P. T. WOOD NAILER. 1 X 4 P. T. WD. BUCK '/4" TAPCONS SCREWS TNRU OUT NEADS - 6" MAX FROM TOP CORNERS 4 TOTAL AT /TEAS .JAMBS - 6" MAX FROM TOP CORNERS 9-%" O. C. 6" MAX FTOM BOTT CORNERS 6" MAX BELOW MEETING RAIL SILLS - ANCIIOR NOT I �--I X 4 P. T. WA&ICK MARBLE SILL TO MATCNEXIST. 7*4 3'/?' WD CASING 80 # 176 BY FEDERAL MILLWORKS OR EQUAL I X 3 AT. WOOD NAILER. 8" x 8" PRE CAST CONCRETE CAP. FOIL INSULATION 1/2" DRYWALL, ON P' X 2" A T. WOOD FURRINGS AT I6" C/C. TYPICAL WINDOW DETAIL SCALEII/2" = 1'-0" 1%2 CONC BEAM 4-f/4" TAPCON SCR EMBED 2" x 4" x t/4" STL C6 4 !14" TAPCON SIRE 1-t/2" EMBED P. T. WD PL. CONC FTG. MULLION DETAIL 1 Yn4r_avr L CONC. JAMB, /N �v Wrl 4��I- A 4 O CONC BEAM 5/6' TApCON I-3/4' MIN EMBED INTO M SONRY 2 PER ANGLE 2 PER ANGLE CONC FTG. @12SMS 2 PER ANGLE 2" x 4" x 1/d' STL COL 5116" TAPCON 1-3/4' MIN EMBED INTO MASONRY 2 PER ANGLE 1- 3/a" MIN MULLION DETAIL " 1 Y2n=1'-0n INTO CONC MU TYP WOOD CASING 80. MIN OF 4" NGT.W/ WOOD RETURN BACK INTO BUCK P. T. 2 x WOOD BUCK W/ 1/4' SHIM SPACE LAMINATE WOOD FLOOR • �1 8",, 8" PRECAST CONC LINTEL W/1 #5 6" RAISED STUCCO BAND ON MTL LA ON I X P. T. WD NAILER DOOR BY TNERMA TRU o IMPACT RESISTANT TILE JAMB AND NEAD EXTERIOR DOOR DETAIL SCALE 1 1/2" =1'-0" 5.7 SO. FT. (MIN.) a 0 20" MIN. h dU (INSIDE LOOKING OUT) z M 8'-0" ABOVE FIN SLA8 Y 8" x 8" CONC LINTEL W/1 # 5 6 RAISED STUCCO BAND ON BUILT OUT STUCCO BEAD 6'-8"A8OVE FIN SIA8 CAULKING BEAD ALL AROUND. - LAWSON ALUMINUM SINGLE HUNG WINDOW WITH IMPACT RESISTANCE GLASS FLANGE TYPE NOA 17-1211.20 BRICK PAVERS CAULKING BEAD ALL AROUND. SLOPE 1/2" 6" RAISED STUCCO BAND ON MTL LAT ON I X AT. WD NAILER 5/8" STUCCO FINISH. 8" CONC, BLOCK. AREA OF CLEAR OPENING 5.7 0. FT. (MIN) EGRESS WINDOW NOTES. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS TNAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN 1/EIG17, AND 5.70. FT (0.53) IN AREA. THE BOTTOM OF TJIE OPENING SNALL BE NO MORE TNAN 44 IN. (712 CM) ABOVE TlIE FLOOR.. AS PER N.F.P.A.101 SECT. 22-2.2.3 (C) SAFEGUARDS: OPERABLE WINDOWS SNALL BE PROTECTED A FOLLOWS: WHERE THERE IS DROP OF MORE TNAN 4'-0" ON THE FAR SIDE OFSUCN WINDOWS AND TIIE SILL /S LESS THAN 36" ABOVE TOE NEAR SIDE WALKING SURFACE, SAFEGUARDS SNALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT. 3508.3 (E) (7) (APPLICABLE IN 2 md. FLOOR WINDOWS ONLY) TOP OF FIN. FLOOR REFER TO ARCH. PLANS FRONT DOOR DETAIL 1y2"=1'-0" wve'uM N ILA; FU U1LI WO( (00 TO r 3" EW6 VT L ) 3" C (a� BOARD IN CAVITIES G STRIPS DOOR CASING BLOCKING, ONC. MASONRY A& TAPCON W/ MIN. OF 1-314" INTO CONC. ROM EA. END 2" O.C. @ JAMB, ION HALL BE IN CE p ITN MANUFACT. 70N SET FORTH IN )VEL PRODUCT IPPA OVAL )R, EFER TO EDU E) 5" P TE, S, EN REQUIRED) 2ER CO NER BEAD WALL, DW".. 110 M O A/ dam' jwi� M N W �d� a �A� r+sl N rl � N a; o M . PLO W � . a w 0 o~o ti Pw 8F16-1BIT 2 # 5 @ BOTT OF LINTEL ., 112" DRYWALL 0 ON 1" X 2" WOOD P. T. O k-: FURRINGS AT 16" C/C. Z 31/2" WD CASING BD W Q ' # 176 BY FEDERAL MILLWORKS Q a OR EQUAL O 1 X 3 P. T WOOD NAILER. 1 X 4 P. T. WD. BUCK A O W 1/4" TAPCON,( SCREWS TNRU OUT HEADS - 6" MAX FROM TOP CORNERS O 4 TOTAL AT NEAS .JAMBS - 6" MAX ^% U FROM TOP CORNERS 9-%" O.C. W 6" MAX FTOM BOTT CORNERS 6" MAX U BELOW MEETING RAIL SILLS - ANCHOR NOT I W �-1 X 4 P. T. WA BUCK MARBLE SILL TO MATCNEXIST. 31/2 , WD CASING 8D # 176 BY FEDERAL MILLWORKS OR EQUAL I X 3 P. T. WOOD NAILER. 8" x 8" PRE CAST CONCRETE CAP. FOIL INSULATION 112" DRYWALL, ON I' X 2" P.T. WOOD FURRINGS AT 16" C/C. TYPICAL WINDOW DETAIL SCALE 1112" = 1' O" �� 11111111,,1 ," `-u N�*/ 4 ATE F �lv / N 3.5' NAVD.FIN PAVERS SECTION " A" Y4rr=1v-on ICEYNENE FOAM INSULATION R22 ALUM GUTTER 8" x 8" BOND BEAM 2-2 x 6 WD LEDGER W/ 518' x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & 8 W/ 2 EA SIDE OF FLR. GIRDER 2 COURCES OF 8" x 8" BOND BEAM W/ 2 #5 CONT IN EA ONE TOTAL OF 4 CABINET AND MIRROR 6" x 6" CER TILE 12" x 24" CONC FM W13 #5 CONT M O M � N W W � N coi N[�•Ia N � W3 'r M ^ a W Q a� Qua O � „'i A 00 04 wa Q H 0 w /CEYNENE FOAM INSULATION R22 Q A GIRDER TRUS GIRDER TRUSS W � 2 x 12 WOOD #DR. Z VAULTED CLG. A O RAISED STUCCO CAP b BASE FE 11 11: 11 �V O TREX WOOD COMPOSITE LUMBER FLOOR . U ON FULL FULL MORTAR BED a �/ ON BUILT UP ROOFING ON1-90# SLATE W NOT MOPPED 7-015# FELT NAILED TO 4" STEP 3/4' COX PL MD con 36" NGT. ALUM RAILING raAli GIRDER TRUSS 18" DEEP PREFAB WOOD GIRDER TRUSS ` FLOOR TRUSSES @ 24" O.0 ME " X " DRYWALL TYPE " X " DRYWALL EA SIDE �+ R-Il INSULATION 1 NR. FIRERAMD \. + 3'-6" NAVD FIN PAVERS SKIM COAT STUCCO + 3 -8" NA VD FIN .CIAO SECTION " B" J411=1'-Q„ + 8'-0" NAVD FIN SLAB CO MPACTED FILL 25'-6 914' NAVO. 3.5' NAVD. FIN PAVERS GIRDER muss RAISED SrttCCO CAP & BASE TQFX WOOD COMPOSITE LUMBER FLOOR ON FULL FULL MORTAR BED ON BUILT UP ROOFING ON1-90# SLATE NOT MOPPED TO 15# FELT NAILED TO %" CDX PLYWD 36" NGT. ALUM RAILING + 3'-6" NAVD FIN PAVERS SECTION " A" %4"=1'-0„ 2 - 2 x 12 WOOD NDR. a �o 4" STEP GIRDER TRUSS TYPE " X " DRYWALL TYPE"X" DRYWALL EA SIDE I AR. FIRERATED SKIM COAT STUCCO + 3'-8" NAVD FIN VAR FOAM INSULATION R22 GIRDER TRUSS VAULTED CLG. 18" DEEP PREFAB WOOD FLOOR TRUSSES c�Z 24" O.0 R-B INSULATION + 9'-0" NAVD FIN SLA8 SECTION " B" COMPACTED FILL %4"=1'-0,v IMIVENE FOAM INSULATION ALUM GUTTER 2-2 x 6 WO LEDGER W1 %11 x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & 8 W12 EA SIDE OF AM GIRDER 2 COURCES OF 8" x 8" BOND BEAM W12 #5 CONT IN EA ONE TOTAL OF 4 CABINET AND MIRROR 6" x 6" CER TILE 12" x 24" CONC FTG. W13 #5 CONT GIRDER TRUSS \\\�111111111//// �P�..'.. •Nu�c''', 5520 6 S W ^� o M ISM F Ar W � a� a 0,11 z H M P6I 1C z o 00 00 A en �NIIIWo ELECTRICAL NOTES 1. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS 2. COMPL V WITH THE N. E. C. AND THE FLORIDA BUILDING CODE. 3. PROV10F EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM 4. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 5. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY 0TNFR TRADES 6. PROVIDE ALL REQUIRED CONNECTIONS FOR 0 NER TRADES. 7. COORDINATE ALL OUTLET LOCATIONS WITH BUILDING ARCHITECTURAL FEATURES. 8. CONTRACTOR SNALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 9. ALL CABLE SNALL 8F COPPER EXCEPT WHEN NOTED OTHERWISE. 10. INDOOR CONDUITS SNALL BE EMT. 11. OUTDOOR CONDUIT SNALL BE SCHEDULE 40 PVC MINIMUM COVER SNALL BE 24' 12. ALL MOUNTING HARDWARE SNALL BE BY CONTRACTOR. SYMBOL LEGEND Q• I DUPLEX FLOOR RECEPTACLE EXHAUSTFAN FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. CEILING MOUNTED LIGHTING FIXTURE ku I WALL MOUNTED LIGHTING FIXTURE FUN 02 FLOOD LIGHT CEILING RECESSED LIGHT FIXTURE - DIRECTIONAL CEILING RECESSED LIGHT FIXTURE - VAPOR PROOF CEILING RECESSED LIGHTING FIXTURE ELECTRICAL PANEL FUSE OR DISCONNECT SWITCH TELEPHONE JACK -M TELEVISION JACK SD SaMD SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR CO OD PADDLE FAN & PUSHBUTTON SWITCH CHIME O JUNCTION BOX WALL SWITCH QUADRAPLEX RECEPTACLE OUTLET GFI GROUND -FAULT INTERRUPTER OUTLET GFI WP ]INTERRUPTER WEATHERPROOF GROUND FAULT OUTLE HALF SWITCHED RECEPTACLE OUTLET ® SPECIAL RECEPTACLE OUTLET 240V DUPLEX RECEPTACLE OUTLET DEDICATED RECEPTACLE OUTLET (wvle WIRELESS NETWORK ANTENA ELECTRICAL FLOOR PLAN Y4°=l,-O" A/C TO 8F ON RAISED PLAT FORM TO ELEV. 8'-011_ NAVD METER W/ TRANFER SW. UNDERNEATH FOR 6ENERATOR m FIRST FLOOR ELECTRICAL FLOOR PLAN 74^=l'-O" ANc(& NWll ON RAISED P TO ELEV. 8'-1 RF T FORK NA VD W 04 N aM �a W � a W W p kn M • Per w � N kn A� w S SPEAKER T A/C THERMOSTAT S.P. WIkEED TO SUB PANEL FOR GENERATOR 60 AMP 12 BREAKERS PNL BOX BYGENERAC SUB PANEL 1201240 V 1201240 V I PA / 3 W. I Pg. / 3 W. LOAD V.A. COND. WIRE TRIP VOLTS DESCRIPTION CKT. NO CKT. NO DESCRIPTION VOLTS TRIP WIRE COND. LOAD V.A. 1500 ROMEX 14 15 120 GENERATOR A.F.C.I• 1 2 GENERATOR A.F.C./. 120 20 12 ROMFX 1500 1000 ROMFX 12 20 120 GENERATOR 3 4 MICROWAVE 120 20 12 ROMEX 1,000 5 6 7 8 9 10 11 12 ELECTRICAL NOTES 1. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS. 2. COMPLYWITN WE N.E.C. AND T#F FLORIDA BUILDING CODE. 3. PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM 4. OBTAIN ALL PERMITS FOR WORK UNDER T#IS CONTRACT 5. PROVIDE TEMPORARY POWER AND LLGNT OUTLETS FOR USE BYOWER TRADES. 6. PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES. 7 COORDINATE ALL OUTLET LOCATIONS W1T# BUILDING ARCHITECTURAL FEATURES 8. CONTRACTOR SHALL VISIT T#E SITE TO FAMILIARIZE HIMSELF WIT# ALL EXISTING CONDITIONS 9. ALL CABLE SHALL BE COPPER EXCEPT WHEN NOTED OTHERWISE. 10. INDOOR CONDUITS SHALL BE EMT 11. OUTDOOR CONDUCT SHALL BE SCHEDULE 40 PVC MINIMGM COVER SHALL BE 24' 12. ALL MOUNTING HARDWARE SHALL BE BYCONTRACTOR. PNL ke * SIZE AS PER EQUIP. NAME PLATE NOTE: NON METALIC - SHEATHED CONNECT TO A CONCRETE -ENCASED ELECTRODE CABLE CONSISTING OF AT LEAST 20 FT OF ONE OR MORE (ROMEX CABLE) SHALL BARE OR ZINC GALVANIZED STEEL REINFORCING COMPLY BARS OF NOT LESS THAN 1/2 INCH OR CONSISTING WITH NFPA-10 ARTICLE 336 OF AT LEAST 20 FT OF BARE COPPER CONDUCTOR PARTICULARLY PARAGRAPH NOT SMALLER THAN No. 4AND LOCATED WITHIN 336-10-7 AND ALSO WITH AND NEAR THE BOTTOM OF A CONCRETE CHAPTERS 250 300 AND 310. FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH EARTH. GROUNDING ELECTRO BOLTED -TYPE CONNECTION DEVICE OR CONDUCTOR EXOTHERMIC WELD GROUNDING NONMETALIC ELECTRODE PROTECTIVE SLEEVE CbTI F( • •ION•. ' • �. No. 4 AWG O LARGER BARE COPPER CONDUCTOR 2 .' STEED; INFORCING BAR OR ROD NOT LESS MIN ; : '�. .•.' ?� ifi-IN H DIAMETER DIRECT CONTACT WITH 20 FT EARTH ENCASED GROUNDING ELECTRODE DETAIL FAN -COIL SUB-PNL W/ TWO 2 P. BRKS. NEMA-1 IN FAN -COIL CLOSET 24 OV. 2 P. FUSE SW NEMA 3R. FOR COND. UNIT SIZE AS PER A/C NAMEPLATE A/C CONNECTION DETAIL nts KITCHEN OR BATHROOM 120 V. -LINE SIDE F SWITCH SWITC SWITCH PHASE CONDUCTOR LEG 10, 000 AIC 40 BREAKERS 1.50 AMP PNL BOX BYGENERAC PANEL i i A , i 1201240 V 1201240 V I PM / 3 W. I P#. / 3 W. CU. BUS LOAD V.A. COND. WIRE TRIP VOLTS DESCRIPTION CKT NO CKT. NO DESCRIPTION VOLTS TRIP WIRE COND. LOAD V.A. ROMEX 12 20 120 GEN ITS. AND RFC A.F.CFA r t 1 2 GEN LTS AND RFC A.F.C.1. 120 20 12 A OMEX ROMFX 12 20 120 GEN I AND REC A.F.C.L 3 4 GEN LTC. AND RFC A.F.C.1. 120 20 12 OMFX ROMEX 12 20 120 GEN LIT. AND REC A•F.C.I. 5 6 GEN LTS AND REC A,F.C.I. 120 20 12 OMEX ROMEX 12 20 120 GEN LTS. AND REC A.F.C.I. 7 8 EXTERIOR ITS' 120 20 12 OMEX 1,500 ROMEX 12 20 120 GARAGE6.F.1. 9 10 T MP R R S/STANT f1�6• 1. 120 20 12 MEX 1,500 I, 500 ROMEX 12 20 120 SMALL APPLIANCES 11 I2 TAMPER RESISTANT SMALL AP LIANCE 120 20 I2 MEX I, 500 1,500 ROMEX 12 20 120 OUTSIDE 6. F. L FIRST FLOOR 13 _14 / F.1. SECOND FLOOR 120 20 12 MEX 1,500 1,500 ROMEX 12 20 120 GARBAGE DISP. 1 MICROWAVE / Sl/8 PANEL 120 20 12 ROMEX 1,500 1,500 ROMEX 12 20 120 REFRIGERATOR /SUB PANEL DISN WASNER 120 20 12 ROMEX 1,,000 17 18 1,000 ROMFX 12 20 120 DISN WASNER 19 20 WASNER 120 20 12 OMEX 1,000 1,500 ROMEX 12 20 120 OUTSIDE 1169TS 21 22 RANGE / OVEN 240 5012 6 ROAfFX 7000 SPARES 23 24 - - - , 000 /4" 10 30 240 CLOTHES DRYER 25 26 NOT WATER NEATER 240 30 IO 3/4" 5,000 - - - - 66 6AL 27 28 - - - - - 7,350 314" 8 40 240 A. At. U 29 30 A/C CONOFNSER UNT #6 240 40 8 1" 6,450 - 3 TONS 10 KW STRIP 31 32 3 TONS SEER 16.0 - - - SPARES 33 34 SPARES 35 36 SPARES SPARES SPARES 37 38 SPARES 39 40 SPARES 15,000 V.A. TOTAL LOAD NOT INCLUDING A/C TOTAL LOAD NOT INCLUDING A C 21, 500 V A. * 1473 S.F. x 3 VA / S. F. = 4419 VA +15, 000 VA +21, 500 VA = 40,919 VA SMOKE DETECTOR SHALL BE 120 V. WITH BATTERY BACK-UP & ALL SMOKE DETECTORS MUST BE INTERCONNECTED. SMOKE DETECTOR CONNECTION DETAIL nts TOTAL LOAD= 42,419 VA ISTIOKW @ 1009 = 10,000 V.A. BALANCE @ 409 =12, 367 V.A. A/C LOAD @ 1009 = 7,350 VA. TOTAL = SO, 317V.A. 29,717V.A. DEMAND= 240 V. = 123 AMP ELECTRICAL INSTALLATION BELOW FL 1) ELECTRICAL OUTLETS (RECEPTICCES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT T#E 469FST PERMITTED ELEVATION AND SHALL BE INSTALLED ON A DEDICATED AND SEPARATE INDEPENDENT CIRCUIT FROM THOSE IN T#E #ABITABLE AREAS. 2) NO APPLIANCES OR APPLIANCES OUTLETS SHALL BE INSTALLED BELOW T#E BASE FLOOD ELEVATION. D LEVEL 04 04 . 'w o M „ F WQ' a� et M M � � �p 3) A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. [[[A/ w 4) MAIN CIRCUIT BREAKER PANELS SNAIL BE LOCATED ABOVE BASE FLOOD ELEVATION O 5) WE WILL CONFER WIT# F. P.I. OR T#F UTILITY CO. TO LOCATE T#E ELECTRIC METER TO W COMPLYWITN THE FEDERAL FMERGENCYMANAGMENTAGfNCYREQUIREMENTS U �ggh� � A z O PROVIDE "AFCI" BREAKERS AT ALL BEDROOM OUTLETS o TO COMPLY WITH NEC. 210.12 ( B ) PANEL LOCATED IN GARAGE w U M MANUAL TRANSFER 150 A a SWITCH — 60 A 50 AM 4 WIRE GfN PLUG MAIN D S UB PANEL .S 3 # 1 TWIN CLI 3-#6 TNNN IN /NI-I/2 0 CONDUIT T3;' 314 CORD #6 TNNN /N200 AMPSERVICE 4" COND 3-#210 TNNN l 2"COND GRADE FROM FP & L TRANSFORMER L# 4 TWIN CU. IN 1/2" COND TO 2 51897E BYIO'-O" LONG GROUND RODS 6'-0" APART (MIN) O STEEL ROD # 4 AWG BARE CU. GROUNDING ELECTRODE TO STEEL REINFORCEME 0" MIN IN FOUNDATION �fe How N W RISERDIAGRAM 4 0 ' SECTION 3/411=11-011 A A/C COMP MTD ON ALUM STAND '/41x2"x °ALUM BOLTED T WALL W/ 2-518" RE 9 NEAD M. BOLTS 6" EMBED INTO SOLID CONC FILLED Ci LL P�lyfinl '/a' x 2" x 2" ALUM FRAME EA END '/a' x 2" FLArAILIM '14"x2"x4"ALUM BOLTED TO WALL W/ V RED NEAD EXP, BOLTS 6" E11180 INTO SOLID CONC FILLED CELL FIN FRAME NGT TO BEAT FLOOD LEVEL AE-8'-O" SECTION " A " 3/411 =11-011 DINING 10" x 12 " R/A GRILLE 100 CFM\ 3W I } / %' x 1211 1811x12"R/AMILE 200 CFM 3W 1211 x 6" / MASTER BEDROOM BALCONY 280 CFO 3W 14 11 z 811ma KITCHEN KITCHEN 10"xb" J - 1 / 2wCFM TRH %_ 6" x 4'1 I4' x 12' 8"O 6" i I 100 CFMI 6W 11 x 611 CLOSET J MECHANICAL SECOND FLOOR PLAN 1/4"=11-0" TNERMOSTAT 8X1� RIGID DUCT TRANSITION LN SIZE FLEXIBLE DUCT ®/ RIM YGRILLE ® RETURN GRILLE — — RETURN DUCT SD SMOKE DETECTOR EXNAUST FAN � 4— BACK FLOW DAMPER A.H.U. AIR NANDLER UNIT W.H. WATER NEATER O SUPPLYGRILLE DESIGNATION R-I RETURN GRILLE DESIGNATION 1C/ COMP ON 'UM STAND PROGRAMABLE THERMOSTAT M M N WAIN I N � •I r r � N N [•••I � ax, W E-� ------ 1�• BEDROOM Q+ a J� 2 CFM a a rvi IO' x 10" M � 80 CFM EXNAUST o a N~ OW CFM FAN Z W� ATH11,411 141 AocICI a 10 " x 10 " R/A GRILLET4W A. �* z): 2" Pvc CCN.40 CFM - � __ DRAINS TO OUT IDE80 TERM NAIF 6" 80VEEXNAUST FINLSN GRADEFAN x10 " R/A DUCT PROVIDE 12" 0 36 O DEEP DRVWELL P). 1411 x 1211 SUPPLYDUCT I 14" x 12" r, --_� O� 14" x 10" W Fes+ O -1411 x1011 R/A DUCT i Q � \ ' \ 1.-a • W�A ra O 40 CFM ' \ o j3W 6" x 411 GARAGE \ W \ o ` ¢A a Z \ \ o \ ` w � U E-� MECHANICAL FIRST FLOOR PLAN 1/4"=1'-011 Fo W 1 SUPPLY DUCT W/ R-6 INSULA' POSITIVE / R/A4L DUCIF 1 1/2" MIN. CONDENSATE I DRAIN w/ 3" TRAP UNION AND CEILING C.O TO GREEN AREA. TERMINATE 6" ABOVE FINISH G� A.H.U. SUPPORT PARTITION (SELF -STAND NO COMBUSTIBLE MATERIALS WITHIN PROVIDE 4" CLEARANCE A.H.U. RO ALL AROUND AHU (MIN.) PROVIDE FLOAT SWIT£ TO BE 8I0" NAVDN PLATFORM FLOOD LEVEL REFRIGERANT LINES TO OUTSIDE CONDENSING UNIT IN 6" SCH 40 PVC SLE AIR HANDLER UNIT INSTALLATION DETAIL nts GALV. EXHAUST ROOF CAP BIRD SCREEN 1 6" MIN. ASPHALT SHINGLE 2" X 4" BLK'G. 4"--- (25 GA.) SMOOTH MTL. DUCT FROM BATHROOM EXHAUST FAN OR DRYER CONDENSING CONC. SLAB SEESTRUCTURAL DWGS. FOR SIZE- FASTEN C.U. TO STRUCTURE W/ (4) 2"x 2"x 3/16" STL. ANGLES W/ 3/8"- x 3" SLV. ANCH. TO SLAB 3/8"- x THRU BOLTS TO CU.� SEAL ENTRANCE OF REFR. LINES INTO PVC. PIPE W/ IMPERMEABLE, RESILIENT MATERIAL PROVIDE 2 1/4" DIA. STEINLESS STEEL CABLES AROUND MECHANICAL EQUIPTMENT, BOTH ENDS ANCHORED TO SLAB m'S ALUM FRAME ATTACHED TO THE SIDE OF THE HOUSE POWER & CONT. CONNECTIONS SEE EXT'R ELEVATIOIJS FOR HGT DIAGONAL ALUM SUPPORT SEE SHT A-5 FOR DET'LS 6" - SCH. 40 PVC. PIPE. 45 DEG. (MAX.) ELBOW ALLOWED SUCTION LINE W/ 3/4" ARMFLEX INSULATION & VAPOR BARRIER CONDENSING UNIT MOUNTING DETAIL nts AIR CONDITIONING SCHEDULE (RHEEM UNITS ) AC No AHRI #3805982 TONS SEER CFM CONDENSER MODEL NUMBER AIR HANDLER MODEL NUMBER AND A.H.R.I. # COOLING CAPACITY REFRIGERANT LINES WEIGHT DIMENSIONS TOTAL COOLING TOTAL SENSIBLE LATENT SUCTION LIQUID A.H.0 COND A.H.U. HxWxD COND. HxW 1 3 16.0 1000 14 AJM36 R 3821 3805982 5982 36.8 27.6 9.2 7/8 3/8 150 LBS 181 LBS 501/2" x 21" x 21" 35 3/8" x 31 5A x 315/8" T _T EXHAUST ROOF CAP DETAIL nts HVAC NOTES BATHROOM, KITCHEN HOOD AND CLOTHS DRYER EXHAUST FAN 1.0 GENERAL 1.6 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS 2.4 PROVIDE AIR CONDITIONING UNITS WITH MATCHING LOW 1.1 PROVIDE ( FURNISH AND INSTALL) ALL NECESSARY AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM VOLTAGE HEAT -COOL THERMOSTATS WITH ON -OFF AUTO MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL DATE OF ACCEPTANCE. SUB -BASE SWITCH, FURNISHED BY THE EQUIPMENT 4n,�, (22 GA.) SMOOTH MTL. DUCT AIR CONDITIONING, HEATING AND VENTILATING SYSTEM AS 2.0 MATERIALS MANUFACTURER. THRU ROOF (SEE DETAIL ABOVE) SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED 2.5 ALL AIR CONDITIONING COMPRESSORS SHALL BE INSTALL IN ACCORDANCE WITH THE FLORIDA 2.1 DUCTWORK WARRANTED FOR A MINIMUM OF FIVE YEARS AFTER DATE BUILDING CODE, ASHRAE, SMACNA, NFPA, AND LOCAL 2.1.1 GENERAL. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE OF ACCEPTANCE OF THE PROJECT. ORDINANCES. DIMENSIONS. 2.7 AIR DISTRIBUTION PRODUCTS: 1.2 SCOPE OF WORK: 2.1.2 MATERIAL. FIVE POUNDS DENSITY 1 1/2 " THICK GLASSFIiER 2.7.1 PROVIDE SUPPLY AND RETURN GRILLES AND DIFFUSERS PROVIDE THE FOLLOWING COMPLETE SYSTEMS: DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SMACNA'S LOW PRESURE DUCT MANUAL. ALL AS INDICATED ON THE DRAWINGS. A. SUPPLY AND RETURN DUCT SYSTEM. DUCT JOINTS SHALL BE SEALED AND TAPED. 2.7.2 PROVIDE EXTRUDED ALL ALUMINIUM AIR DISTRIBUTION B. EXHAUST SYSTEM FOR BATHROOMS AND KITCHEN. 2.1.3 PROVIDE DOUBLE THICKNESS TURNING VANES AT ALL SQUARE ELBOWS. WHERE THE ELBOWS ARE RECTANGULAR 2.7.3 PRODUCTS. PROVIDE FINISHES AND TYPES OF MOUNT INCOORDINATION C. AIR CONDITIONING UNITS WITH REFRIGERANT PIPING INSTALL SINGLE THICKNESS INSTEAD. WITH THE CEILING TYPES AS SHOWN ON ARCHITECTURAL DRAWINGS. AND CONTROLS. 2.1.4 PROVIDE VOLUME EXTRACTORS BEHIND EACH SUPPLY 2.7.4 PROVIDE OPPOSED BLADE, KEY OPERATED DAMPERS SCROLL TYPE STEEL 4" DIAM. OUTLET WITH HOUSING WITH WHITE 1.3 PAY FOR ALL FEES, INSPECTIONS AND CONNECTION OUTLET AND AT EACH DUCT BRANCH. BEHIND ALL AIR SUPPLY OUTLETS. VINYL BACKDRAFT DAMP R BAKED ENAMEL FINISH CHARGES REQUIRED 2.2 REFRIGERANT PIPING. SEAMLESS COPPER TYPE "L" AND 3.0 INSTALLATION OR AS PER MANUF. SPE HARD OR SOFT DRAWN ON ACR COPPER TUBING WITH 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS WROUGHT COPPER SOLDER JOINT FITTINGS, SOLDER 3.1 INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE AND EQUIPMENT SIZES PRIOR TO DUCT FABRICATION OR SHALL BE 95/5 APPLIED WITH SUITABLE FLUX. MANUFACTURER'S MANUAL AND RECOMMENDATIONS O ELECTRICAL JUNCTION BOX INSTALLATION. COORDINATE REQUIREMENTS TO AVOID 2.3 INSULATE ALL REFRIGERANT SUCTION PIPING WITH 3/4" PAYING SPECIAL ATTENTION TO REQUIRED CLEARANCES O INTERFERENCE WITH OTHER TRADES. CLOSED CELL POLYETHYLENE PREMOLDED PIPE FOR INSTALLATION, OPERATION AND SERVICE. 1.5 SUBMIT SHOP DRAWINGS FOR ARCHITECT / ENGINEER INSULATION, WITH AN APPROVED PIPE AND SMOKE 3.2 BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR JACKET. PAINT ALL EXPOSED INSULATION WITH TWO CAPACITIES. INDICATED ON DRAWINGS. SUBMIT FINAL INSTALLATION OF EQUIPMENT AND MATERIALS. COATS OF WHITE LATEX PAINT. AND BALANCE REPORT TO ARCHITECT / ENGINEER FOR ACCEPTANCE. 8" DIAM. 9 BLADED PROPELLER FAN DIRECTLY MOUNTED TO 1000 RPM MOTOR POLYSTYRENE GRILLE WHITE COLOR, ALIGNED AND TIGHTENED BY SINGLE CENTER KNOB TYPICAL CEILING EXHAUST FAN DETAIL nts EXHAUST CEILING FAN, CFM AS NOTED ON PLANS, 1.5 SONES NOISE CRITERIA HVAC DESIGN REQUIRE YES NO DUCT SMOKE DETEC OR X FIRE DAMPERS X SMOKE DAMPERS X FIRE RATED ROOF/ F CEILING ASSEMBLY OR X FIRE STOPPING X SMOKE CONTROL X F; fe c owy M O M N t` M~ U H O -� � a N NSW E-� a J O W U A 0 HEAT H.W. TO HOT WATER, UNION----' T DRAIN VALV% WATER NEATER TO BE MTD ON AN ALUM FRAME AT O-O" N.A.V. D. __\ WATER HEAT_ 011 l rA(T TLJP// GATE VALVE COLD WATER, 1" UNION PRESSURE & TEMPERATURE RELIEF VALVE (ASME APPRVD.) 3/4" Cu RELIEF DISCHARGE LINE, TO OUTSIDE GREEN WATER AREA, TERMINATE 6" HEATER ABOVE FIN. GRADE EMERGENCY PLASTIC PAN WITH 3" PVC SCH. 40 DRAIN LINE TO OUTSIDE, TERMINATE 6" ABOVE FIN. GRADE PIPIN!q DIAGRAM nts KITCHEN 211 1 LAv 2 F. U. INK F. LI. 2" MASTER BATH WArMER 2 F. LI. 3" 31 3" 2" VENT OVER --- v LAv U. 2 F. U. 21 W.C. RATN 4FU 2" MASTER " A mrr 21119-90f.wul 3" VENT TNRU ROOF 3" 3" SIWR. 21, 2 F. U. 4" PVC LINE 2 /O 3" SEWER MAIN Lv VIDE A NASTER SHUT FOR WATER MAIN PLUMBING RISER DIAGRAM NTS PLUMBING SCHEDULE FIXTURE COLD WATER NOT WATER SANITARY LINE DESCRIPTION UNIT COUNT SUPPLY SUPPLY SIZE TO VENT REMARKS LAVATORY 1 11211 1/2" 11211 COUNTER TOP SHOWER 2 11211 11211 *" 2'1 KITCHEN SINKS 2 11.211 1/2" 112" COUNTER TOP REFRIGERATOR - 11211 - - SHUT OFF VALVE DISIWASIER 2 - 112" 3/411 SAFE WASTED TO KITClJ N SINK WAVIER 4 11211 11211 2 LAUNDRYSINK 2 11211 11211 1112" COUNTER TOP NOSE 8/88 11211 A/C DRAIN - 3/4" PVC SCHEDULE 40 PLUMBING NOTES - PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. - MATERIALS SHALL BE AS FOLLOWS: 1) COLD WATER PIPING SCHEDULE 40 C. P.V.C. ALL PIPING THRU OUT HOUSE SHALL BE SCHEDULE 40 C.P.V.C. 2) SANITARY WASTE AND VENT 4" DIA. AND SMALLER SHALL BE C.PVC 3) STORM LINES INSIDE BUILDING SHALL BE C PVC SCHEDULE 40. STORM LINES OUTSIDE BUILDING SHALL BE C PVC SCHEDULE 80. 4) IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING SHALL BE PVC SCHEDULE 40. 5) CONDENSATE DRAIN PIPE SHALL BE C PVC SCHEDULE 40 PIPE AND FITTINGS. 6) WATER HEATER RELIEF AND DRAIN LINE SHALL BE C.P.V.C. 7) PROVIDE A DIRECT HOT WATER LINE FROM H.W.H. TO .KITCHEN SINK I.8. 2" VENT OVER PLUMBING SECOND FLOOR PLAN 1/4vr=lr_o" I. BEDROOM v I 2" VENT LAV 3" 3" VENT FROM 2MH 311 FU Y--C.O. PROV10FDE A MASTER SHUT Al9FOR WATER MAIN 2 C.O. _ _ _ _ 411 VC LINE SEP ICR MAIN 2F. 2" VENT i i GARAGE \\ I � \ PLUMBING FIRST FLOOR PLAN 74"=1'-o" W c C v � v c A � ZAP ~ O v r a ENO c r 09 C N F•I F o M H GO N M . a w O FtA 0 00 ti a r HowWes PLEASE VERIFY!!! * TRUSSES ARE DESIGNED 2X4 EDGEWISE ORIENTATION. PLEASE CONFIRM CHASE HEIGHTS WITH FLOOR TRUSS & GIRDER ENGINEERING PROFILES. * 2ND FLOOR AC CHASE LOCATION. * ALL TRUSS LUMBER IN THIS DESIGN IS STANDARD S.Y.P., NO TREATA * ALL TRUSS PLATES ARE STANDARD G60 GALVANIZED, ALL TRUSS TO TRUSS CONNECTIONS ARE STANDARD G90 GALVANIZED. * ALL TRUSS WEBBING IS DESIGNED w/ S.Y.P.#3 LUMBER U.N.O. SEE ENGINEERING DRAWINGS FOR SPEC's TYPICAL UPPER ROOF 4 END DETAIL RIGHT S 7 7/ 811 -- - -12 TYPICAL UPPER ROOF SECTION 4- HEEL HEIGHT 81/811 RIB BLO OTHERS 11 011 PLUMB CUT OVERHANG FRONT BALCONY FLOOR SECTION 111 7/ 1611 CANTILEVER FOR V-0" BALCONY TYPICAL FLOOR SECTION DOUBLE LEDGER BY OTHERS HATCH LEGEND .Yk .. - 22'-3/4" BRG HEIGHT ,BEARING HEIGHT VARIES - SEE PLAN �� LOWERED BEAM FOR FLOOR TRUSS BEARING. 21' 6" IP r\ 'oo -_W- * NOIE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER TO o a o (UNLESS NOTED OTHERWISE) e m a� �,ddo * NOTE: ALL CEILING DROPS BELOW BEAM ARE > BY BUILDER (UNLESS NOTED OTHERWISE) - o S d * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW ° a TRUSS I.D. AND TRUSS LOCATION OI4JY. 21, 6" THE BUILDING DESIGNER IS RESPONSIBLE FOR THE o .- ......... ............ .. .. .... .. ...... .. STRUCTURAL STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. w o G G = T REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS o & FOR GRAVITY AND UPLIFT LOADS. a 3 m = v a m FOR BRACING & ERECTION DETAILS REFER s N 21' 6" TO BCSI-03 AND/OR ENGINEER OF RECORD - d o a G G LEDGER DROPPED FOR BALCONY p rr n d e REPRESENTS THE LEFT SIDE OF s E STEI I ED FLOOR TRUSS BEARING = a W N EACH TRUSS DRAWING z71 AS AS 16N Aj JUS24 H THD46 0 s o 21 2' U I2I", " V4 3 16"21 OIa2' 0R 21 01 JUS26 � MSH422 w C - THD26 MUS2600 rq = 6 a U \ D THD28 C) ! JUS24-2 0 0 o a � E '�THD26-2 M'L I JUS28 o o N ( - / a F THD28-2 ' MSSH217L m 13% BD w w 5 /211 sTE -SLOPE 3Y OTH G ' JUS46 �01 B� HANGER BY BUILDEF CB`BiBC BEAM BY BUILDER a _ NOTE: UPLIFT CON ECTIONS FOR ALL COMMON o a 0 TRUSSES BEARING ON NOTHER TRUSS TO BE LSTA12 STRAP BY OTHERS NLESS NOTED OTHERWISE 6 Y o w I 41411 i ! i� (EXCLUDES VALLEY ND PIGGYBACK TRUSSES)EA E o EA - .( 1 ..�L`- LOADING ROO - FLOOR WIND LOAD n, OPEN TTOq 16000°oN I I FGO5 1 = a �.I ( J ac� LIVE LOAD 20 40 ASCE 7-10 ABOVE ry 0 0 svaE a �E LCOLUMN CAP3'61/2" --- ---- DEAD LOAD 15 10 170 MPH EXP D ? iv dDOUBLE LEDGER ........... ...-_.....__. _......_ ........... o \ o N SEE PLAN 2'I�II ,. I BY OTHERS r kn LIVE LOAD 10 0 CATEGORY II o a ' ti m .o v m- m m 00 ML13 1' 0" m U DEAD LOAD 10 5 ENCLOSED - ....... u o a °D 4' 5 1/2" o FL13 1' 311/16" I I c TOTAL LOAD 45 55 FBC - 201700 79 - __ /k? DURATION FACTOR 1.25 1.00 TPI - 2014 o s E Vz REV DATE BY REMARKS m o FG02 915 16" ----- : r - - -- 1 03/04/2018 MC Floor redesign, Upper roof right side 0/H o o (� FL23j o I 1' 10 /2" A U ELOw I�. remove , plumb cut NFL R --- - - FL23 I -' -- - II o n `y -111 - I l - 1 f FL23 I I { / / G 1 i I o _- — - M .-.._---._.. FL23. _ � .a _ g o D0 []3I le LL'I JER d I� _ / / ' o a G jjy} o " ^� N LILY i) I ILR c o o m s o !1 FL23I I I ( - — _ i. 00 = s E \ 2'.6 It is understood that above ti N j of I I I I conditions have been reviewed --__� APPROVED _.-_ CV o N zip --- - - ._. I I - I -:-...: — -- - & are acceptable for them G `" FL23 I I APPROVED AS NOTED c E 9 fl o I I/ I fabrication at trusses,--� o a= o Cq / { elevations, pitches, overhangs, o ❑ REVISE AND RESUBMIT - It fascias,ceiling o - y FL23 A o I I I elevations/pitches, bearing i e N I I {( conditions & all detail perta ning REJECTED s -- to this truss placement pla . No L23. 713/16" - back charges will be accepted PATE V FL23 Fc,m without previous writte a o y, u = G �r 1311 ib I 1 -1 103-/2 I approval from an A-1 Roof n rnI! �I mu, 1 I Trusses representative. REVIEWED BY a m m o I PG01 m) PLAN DATE ARCH: / / 2' 01, 2' 0" 2� Du 21 �) 2� 0" 21 011 2' 0" �! 2101, 21 011 o :., ,.. - CUSTOMER L& C Construe ion a a a o elJOB NAME Gruber Resider ce N - .F E d N 5 1/ 2" STEP - 1LOPE B !OTHER I OPTION(S) Y L 0 1 j7 18" X a r - - d a 1 11 17 ,8 COMMNTY LOT # i �% J CITY c o a v COUNTY Saint Lucie r" BLDG C-SF BLDG c C E c INA TYPE # ,y1 e Q` .�- ti 7' 1 1 j16" 13' 71/8" JOB # 71381 MASTER G a 211611 E s a Digitally signed by DRAWN SCALE s # AnthonyT. Tombo, III W w \ h o n DATE 02/28/2018 MC N.T.S, e d . �� I DN: c=US, st=Florida, 21' 6" ��s+ r ° - I=Fort Pierce, o=Whole o a `= a Z E c °' TrusHIP LINE A 73 r Truss I.D. „ •,•( 1 w' }� VALLEY LINE 0 IL Gravity (> 5,000# &p Y 0#) "SHEETING AREA UNDER VALLEY TRUSSES AND WASn MATERIAL NOT INCLUDED Horizontal (> 350#)DHRLOR 10 V'EWY CALCULATIONS CFy �#f.• ` v bo File Copy a Zcs c e o d $ 7 W a `= E. TRUSSES FLORIDA CORPORATION a E Ph 772-409-10 0 / Fax 772-409-1015 http://w w. a I truss. com