Loading...
HomeMy WebLinkAbout7128 Silverado Ranch Blvd99 1828-4EBB-CAL199 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 T4ml= (813) 740-9720 Fe : (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE OCT 0 1 2019 CITY OF ZEPHYR HI . PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX:813 ( ) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 6TH EDITION (2017) *FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION *ALL LOCAL AND STATE CODES *OCCUPANCY - RESIDENTUAL, GROUP R3 •coxsTRucrloN TYPE - VB ' O � UCII p�PE oMIN. INTERIOR FM - CLASS B .BASIC WIND SPEED - VD1t=150 MPH VW=116 MPH *EXPOSURE - B �y� �p *I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MRi MINIMUM ADJ. ADJUSTABLE M.T. METALTHREEHOLD ALT. ALTERNATE MTD. MOUNTED AMP. AMPERAGE MTL METAL ED, BOARD N.T.S. NOT TO SCALE CL CENTER LINE O.C. ON CENTER CAB. CABINET PL PROPERTY LINEONVO OLD.. CEILING P.B. PUSHBUTTON CCN CLEAR PI PHONE CONC. CONCRETE PIT. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TEE PR PAIR D. DRYER P.T. PRESSURE TREATED DBL DOUELE R RISER D.G. DUAL GLAZED RAD. RADIUS DI& DIAMETER R.A.G. RETURN AIR GRILL DIM. DIMENSION REF. REFRIGERATOR DISP. DISPOSAL RM. ROOM DP. DEEP R.O. ROUGH OPENING DR. DOOR S.C. SOLIDCOREIXTDR D-S. DOWNSPOUT S.D. SMOXEDETECTOR DTL. DETAIL S.R SINGLE HUNG EA. EACH SHTHG. SHEATHING RLEV. ELEVATION SHWR. SHOWER EQ. EQUAL SIM SIMILAR EXH. EXHAUST SL SLIDING EXT EXTERIOR SL. GL SLIDINCGLASS F.G, FLIED GLASS STD. STANDARD P.G. FUEL GAS SWS SHEAR WALL SH SECTION FUL FLOORTEMP.TEMP. TEMPEREDGIASS FLUD. FRENCH DOOENTR CK T.O. TOPO FR. DR. FRENCH DOOR T.O.C. TOP OF CURB FTG FOOTING T.OP. TOP OF PLATE GA. GAUGE T.O.S. TOP OF SLAB GAR. DISH. GARBAGE DISPOSAL TYP. TYPICAL G.F.I. GROUND -FAULT INTERR D.N.O. UNLESS NOTED WISE CIRCUIT INTERRUPTER OTHERWISE GL GLASS V.P. VAPORPROOF GYP. DO. GYPSUM BOARD W. WASHER H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HDR HEIGHT WOW. WINDOW INS OR HT HEIGHT WM WROU HEATER IRON MT. INSULATION W.I. WROUGHT IRON TNT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DATE DESCRIPTION OW" CDSMM ARCHITECTURAL SHEET DESCRIPTION ov" TOO FOC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Di -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS -WALL ASSEMBLY DETAILS OIAGIIB CDB RE•11181ED avN� LII.EVATION9 ADDED �Ay CDSRE-16JED o4fiw Foonlral�,IBIDNPERneaaEs O9nTA9 CnRE-19 W OTA SM ADDED CMLE86 FOOTER AT GARAGE DETAIL (FORT MYERS) 6=9 "MANTOUNCE OB/lSAy RL!VMED LNTEL SIZE AT ReOWT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: DAMES J. CANTWELL AR N0. 12079 A.B. DESIGN GROUP, I.M.TOTAL 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 O4/24AN! ADDED ADDITIONAL. RECEPTACLE N GARAGE PER ML BATSON MLSJ •PT• CAWS OUT4M! fM REVISED HVAC voL E9 ON 6CFT CALC SCHEDULE ELW "MA S ADDED 'EXTERIOR MONO DEEP FOOTEW DETAIL ITBI.IA (ORI) LIVING two ea FT. GARAGE 4s® 9a FT. ENTRY K Iba FT' LgNAI T9i2 $O FT. 06/p/D ADDED LED LKfNTS * KITCiaBJ ! OATH PER MARK DOVES Ovwm ADDED STCNE OPTION ELEVATION C ! D (TAtPAJ STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG SSAA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNi-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BUILDER THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET AIM AUNCLEAR AND IN NEED OF FURTHER DET G OR EXPLANATION IN ORDER TO BUILD THIS PROJECT PROCEDURE 13 FOR TTHHEGBSET,CT DERR TTHE O SUBMIT A ARCHITECT( ORQUM FOR WRITTEN THEFOR CLARTTiOFINCATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN MAN 2rr 9N�DRWNGROFORMS I A TIMELY RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX:407.774.4078 www.abde**Woup.com AA 0: 0003325 [Ipi K .� o� sumlv. aswTt SILVERADO LOT #24 Tt BLK. #7 P1tOJSCT 4128,00 - 4071 MODMIX, 4EBB "1828-CALI" ca<w>Rwcss awnrm LEFT PADS: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPUANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft EDITION, (2047) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENONEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMLAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAM AND CARPORTS 1, GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAILTO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: 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 LESS THAN 13B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.A INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30Z&2: DUCTS IN THE GARAGE AND DUCTS PENETRATINGTHE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MNIMUM NO.25 GAGE (0.48 M) SHEET STEEL V MIN. RIGID ON -META WC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R3M6: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPUED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. S MINORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR W THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETKNN OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIAW 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MNIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 21V AND THE MINIMUM AREA SHALL BE 8 FT .SQ. PLtNAM 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %- PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVEFAM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTi3= FROM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7. FltE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1l2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeskpgroup.eom L AA 0: 0003325 C Pi • b A W O O ( stnoDiv. at LioT: SILVERADO LOT #24 BLK. #7 PRO T# O4 7 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B HGT. (TYP.) FYPON LA2X24 OR EQUIVALENT W-8' BRG. HGT. TO CONTROL JOINT (TYP.) SHINGLE ROOF FYPON EO. EQ.BIGTIDfr OR EM1VALENT WA nn�Onnl� .; - :: m� II � iinII�II�JniiEUIVALENT FRONT ELEVATION 8CALE. V4 . I'-®' TEXTURED FIN184 NOTE. WALL FENESTRATION PLASHING AS PER FDCR R103A OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNIOH _o0'-0' Bfda. I-IGT. Y 0'-0' FIN. FLR "' --.AO'-0� FIN. FLR LEFT ELEVATION SCALE. 1/4 . V-0' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT -0. Fl� �t 0'-0' FIN. FLR RIGHT ELEVATION SCALE: V4 . I'-0' TEXTURED FNIS14 AIMAOFATTIC m 736F 90. FT. NET FREEVBITIIATRTN AM REQUIRE = I/3w REMMEDVENTIUTIONARFA 235413M = 7Y @I7PATIDN AREA SO.11"ES PERFT. I2441 m 11334n Sa XF. MIN. 0.EQUREOVBVRIATION m .5X IM72 IN UPF81 POIOIONOFATNL salts 9a IN. OFF RIOQVIR ATION AREA m 115Sa IMPERVENT SU35 /115 tavFxrs REOURED 4.93357 VOF VENIS FNONDED 9 'AREA OF ATTIL ISTNE PFJtlM0.9t OFTNENOIRE,l TNEOV9SMNO FXIlIWOR FWA4TO FXT9110ROF WAI NOOVERNANGSINaU® 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407.714-4078 www.abdeslg"group.com AA 0: 0003328 a� aUDDIV. as LOT. SILVERADO LOT #24 BLK #7 PROJECT 041 8. 01- 407 MODM , 4EBB "1828-CALM" GAi-AGE BVIING: LEFJ"D" PAGE: ELEVATIO50 MPH ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DSV OUrLIT 30 ART •HOLE POLE EDv amn MPV OU11ET TO Op O111LET WRD TOMEraN �dA EOV OUTLET WouPED EGnO PAa wounotoolmm RESGTAW rrn) 330V OUTLET (4) WR OOM EOTIOI ow I910Q T SWRCIN MRTCN S-WAY OPER �4 SWTCN 4-MAY OMM r� �/ HILL PROVED LOW CEILING LKM4T © LED CLO LOW O VP VAPUIt PROOF LIONt ooncomm CAN �- WALL OOONCK mo4ow evm FAN I GPM PER sa M. UK JI FA" uPLItRFr 1 all PER Ni R, rTxnts reFWc'• TSD sr 3-ELLS ~ ® rRLeaeeED) ADIIO 2AItoINo rKAWMU XW 4' Na01MC♦ W c 21 -t lir 21 4' TRACK LOW Q rA!!L METER • 9.D. M'tl!O! DE7ECTOP YTT. 6AC)C.I yE-Iyyy� IP !EACH. naNW SMOIQ DETEC70R NAM. IAM-1M YILtl1Ea1lt ®CAPIUMVANONDSN19RtCQ/BTWD O�+D EqQ Dli�dt SMALL Ot A DISTANCE OF NOT LEG TwSd 4' P WaAE LMNr IT\ I NAURAL 6A6 ND. TWLNRIIOM AM tbl lM/WR 1MMWR M Y tWA1® DGCONiGT roaPlaaT rl_J TWLaVIeION 4Anc eelL O J-EOX ro M MIPFORIED N ACCOIOANCE W EOr MAIOQP Al MICH POR ro R MPPORRED N cEaNc. PANrLEYT Wr EON 14AMMAM 01 MICR Fale P u LINT LOW N1t P eeeo AS' ICANONCM(T LOW •tRP FLOOD LENT OFR. MRGtITY IwPAD • Pa PU3N•EOTTON FOROIFES IRE PORT • LOCATION OP TV JACKS N PMNON{ OLR ms c PANS TO Y VIRPOO t NOP'EA►OIt PR-CONSTP IMON PMETNO. • ALL M 4 30 AMP ERACN CWSGOTS, TO R AM PAILT F'I�DTEG1ED PER ELECTRICAL PovTti" OF � STY tD111Oi (3OM) .NEC 310D 'LINEN EDRIOi • M AM COWCATm LALRCRY CIRGJT. • OPI • OLAN D (NOT ON IOTCYN CONOW) • DISLMANER OGC400OCT TO K LOCKOUT N PAN:L • S ATMOOOM E701A07 FAN TO WAYS KK CAPACITY OF M QM tvam- nwa RR E.ECTWCAL F11OV00E OF SECT" P'AOTA • LAUMMY ROOM IIEOM•'T40LE SHALL EE EAd/0 FAULT GROOM-MERIEP m rwom TION FOR EMIN POL ON move S • ILtt•w METHOD SHALL EE NON METALLIC CABLE PER ELMPOCAL MPVDGNE OP VOCK AW EC rNYT) • ALL ODRc TO COTLT WTN ELOCrO CAL FROYMMONS . QIn1E4YYVfen .Y pCOS .ND TSL 0 LIKITIG MIST Y l•MIOY M•Ia1RNT TrPE PER ---------------------------- OPT. COACH L*WT ELECTRICAL PLAN EI 1/ • 1'-m' MTD. LIGHT TO BE INSTALLED, PROVIDE J-DOX POR OPT. FAN LED LIGHTING Cam? SINGLE LAV. • MATH 12 I I I I I I •L I I I ® I I I I L I I I I a I I I LED LIGHTING ® DOUBLE LAV. OWNER'S DATH 11,110011111111 E^....f mlMurs E03EEv�-"""TT"'r=T_mEEM 0E0 EE�'SlEE-" - mo m mEESJ .00�i000 iR �'�.780©80 ©ao onm -• mEu and nm�Qwm EE)M E®EEI•ER7 �*"��RWN� SmEmilm vim ©o��ESEs EGrJ oE® mo�omm 8R[fO t5i1•1�10ROSS E-1♦EEI.^R'�EE7EEfEEGF� ���""�t♦=it>t Ytt ti.tW �ow1m; ELSE E�� m 0 m 3' CO QUIT oR S RT t OVEP04ANW 150 AMP ELECTRICAL RISER NOT TO WAX OOFlN4TION sERvCE DGOOMMICT SWTCN AND M ILWOIRC METER N ELECTRICAL MATERIALS, AND WALLAn" SMALL N111A M owcLoo 0 COTLY W 4 ELECTRICAL PRONNONE Q TMP lECiiW @1D@1tlE01 LOLL CODOL AND ALL LOCAL POETS CATITAIY R(E)MM Ism D. ALL CONDUCTORS NW.L 04 TYPE rA Wfl4N W.OS, NOIWD OtHERNM. �� FT:tllR COI'IPA)JY 71t41GP01!'R W1111t11'C7 EaWRlrt NTMtlTE1EM MOLIMG TWRINAI. AT lAR ,ram,.,. NOLTAOW CONMCTONS, PROVDE me AT, W44V VOLT,1 P1wW tEGOTOA I •t tl) SWRVIti OPt01•D COPIlC1CD 70 ELECTRICAL SERVICE. FOOVIDN 14 COPTWR (CW N COMG= INCASED FOOnR STR PER 1-U3" VIA SCMKCUJ SO PVC COOW OR PROVIDE / ELECTRICft r"OVISIOG aF TK � 7ro AJMP M (AU N 3• CIA SOLEWLE Y PVC �y COMM" WAAM SERVILE G PI17VDWD by TWO EL.EL'TIIC COMPANY. COOMNATE WTY THE ELECTRIC ►/S" D V X S PT LOG COPPMt CLAD 6I401ND ROD CONPAIr PRIOR TO MD. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774.4078 wwwabdesWgpup.com AA S: 0003325 GY • W �a � I OuNDIv. sE LOT: SILVERADO LOT #24 BLK. #7 FRO"WITO 42.0-247 MODZU 4EBB "1828—CALL" GARAGZ ffWnM: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B U079 ATM 8/20/19 sCALM 1/4-=1'-0" s E 1 21 VTR I\ I in- W 1/2.' I \ 1 We 1 2� LAV I I I 2 sHuae �. 2 WASHER el a KITCHEN BNK uv 2• AUTO VENT �irx co PLUMBING RISER DIAGRAM PLUMBING PLAN WAI E. 4 . '-V' To MAN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdostgr,group.com L AA #: 0003325 . W L �a b in IAo1 a sumly. a LOTS SILVERADO LOT #24 BLK. #7 PllOJECT 04 28.00 -2407 MODEL: 4EBB "1828—CALL" OAIRAOE DWXNGi LEFT PACE: PLUMBING PLAN 150 MPH EXP. B =1 im HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATMG. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC 6114 EDITION (20n) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 0 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN IV FT. FROM ANY CHEMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXI L4UST AND OUTSIDE AIR INLET DUCTS, ALL BE CONSTRUCTED OF SMOOTH C%ALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20I1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED M ACCORDANCE TO FBC 6TH EDITION (20n) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO MIA[ AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS ¢WALL HAVE AN APPROVED FIRE OR FIRE/SMOKE OX*rER'9 LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO "Vs. RECOMMENDATIONS AND PBC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. 10. GRILLES AND DPVWRS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DFPUBER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® T14ERM06TAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO NAVE PROPER PANS W/ DRAMS SECURE STRAP TO CON_. W/ (2)-3/16'X2' TAPCONS UNIW TT SIMPSON Ub ROLL STRAP >ATTC OR EQUAL CEILING EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE GLAD SECURE STRAP TO UNIT W/ %XI 1/4' BHT. MTL. SCREWS e2) SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL 3/4'PVC CONDENSATE DRAM LINE NOTE, MAIN COND. DRAIN V4' DIA •EVAP.TRAY OVER HEAD 12' FROM STRUCTUREREFRIGERANT l PVC SLEEVETO LMEG DELOW BLAB LINES TO PLATFORM RE CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION W12A HVAC DRAINS 110:: SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COUNTER CO, PLUG �— SEE GPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J0641 56000 INSIDE SERIES NICKEL BAA86 TOP CAULK P.V.0 OPTI/SPEC FIN. GRADE OR PAVING I'-8'X8' CONC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN —OUT (TYP) NEXT. GROUND CLEAN —OUT (TY MECHANICAL PLAN SCALE. 1/4 . I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.PE. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdosigrkgroup.com AA_M: 0003325 b a� N o NJ U f O 0 gg OUNDIV 414 LM SILVERADO LOT #24 BIX #7 PROJECT 4 2 . 01-24071 moaslu 4EBB "1828-CALI" GARAGE ar DM: LEFT PALM: MECHANICAL PLAN 150 MPH EXP. B wT 8/20/19 CA1X.1/4"=1'-0" re PrEET M1 2X4 TOP PLATE PRE-FAB TRUSS In. CLfi BOARD V2' DRYWALL T'r 2X4 WOOD STUDS 024' o_ ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4*0-0 FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.I.i ON I}' 0.6J& 6HEAT14ING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THIM 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY W DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 45 (2) COURSE DO NOT CUT THE BOND BEAM REBARS as PIPE THROUGH BOND BEAM D1 OrALE:3/4'■I'-C' /6' GYP&IM BOA OR V2' HKTH 6TRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 0. PER ELEVATION TYP. OR R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL W P.T. FURRING—� STRIPS • 24' O.C. e' cm 1/2' GYP. W-. / WOOD BASE 0'-C' FIN. FLR,L _ a <. •a • 4i n W/ WINDOW OPENING r� FIBERGLASS 04NGLES OVER'50 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.LI ON 0U38. SHEATHING ORCDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' PIK FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W51.1 - FOR ROOF SLOPES 212 TO LESS THAN 412, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE, 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 2B GAS LINE THRU BLOCK .r r FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbIJ ON J' O.SJL SWEATING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE I.-0. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 10' TWCK 2 COAT - PORTLAtO C@!R PLAWFM APPUND oamcTLT TO M4aQRY r_ PAGTENW TO TWA= rRAOM aV PRoow? APPROVAL RIO. s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-m' 2x BLOCKING BETWEEN TPLOSE& PER STRUCTURAL DETAILSI STIFRDAGC AT ALL UPRIGW' PER STRUCTURAL DETAILS PRE-ENG WD. TRUE CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR/ INSULATION R-VALUES PER ELEVATION \ b/S' GYPSIM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 0' THICK 2 COAT-l-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a• aMu a a' •'a. • .Q n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24' O.C. 1/2, GYP. WL. 130 - WOOD BASE — 10FLL R Raa PIDERGLAS6 SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSUU ON j' O.Ss. 614EATHING OR P CDX PLYWOOD SECURED PER FASTENER 6014EDULE TTP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRJ68 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA60NRY 0 0'-0FIN. FLR a. TYP. WALL SECTION B NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'.I'_C' 1441 R RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosQpigmup.com AA #: 0003325 W_ a RTZ J Q 0 gg 55 SXmDIV. Ot LCTs SILVERADO LOT #24 BLK. #7 PROJWT 04 2 . -2407 moDau 4EBB "1828—CALI" GAucwaa aWn�Kh LEFT PAGI DETAILS 150 MPH EXP. B A -MOLT& 4• VIDEINTPNT MN. EVENLY FROM DOOR TO EI \1 // I® 2X6 6ARAOE DOOR MILK IW ro) ® IPXY A -MOLT& 4' 10"EDIONR MN uv 27O u1AaI+ER MID NUT !PACED Y FROM FLOOR TO OARA6E DOOR MDR N JONT& PRIOR TO I-LLNO. 1.2X& PT MOCK • GOITER OF IN DOOR HEADER WNWn'X&' J-MOLT& 4' EMBIIIVI Oir IW 2`Xl* ' RI48FER AND NUT. ® hIOTE&, &WALL MEN A0rOROAN= TO MANFACT RGR'S INSTALLATION N&TRICTION& U1.EM WON INSTRUCTION& ARE MORE &TRN6EM GARAGE DOOR BUCK ATTACHMENT 4D4uu —w r-r-.11 L�II I'X4' OR 170' P.T. NAILER bc4 P.T. OR %-X4' MIN. 8ECUM THRU FRAME 4 EXTEND IA4' INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE JO MIN. HEAD SIZE 300 MIN. EMBEDMENT 144' WITHIN 6' OF EACH END 4 16' O.C. MAX SPACING \`-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3/4 OR +6/4 A M—BLOCK+3 4 O +s 4 KT . 2X4,m SECURE TO BLOCK W/ TAPCONS OR (MIN SHANK 812E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 04 ) WITHIN S' OF EACH END 4 18. O.C. MAX SPACING. 2X6,m SECURE TO BL W/2- ' TAPCONS(MN. °SANG SIZE J45 MIN. HEAD 61ZCADO MIN. EMBEDMENT IY4) WITHIN 8. OF EACH END 4 6, cm 10' O.C. MAX SPACING K' DRYW LL 2Xa,® VX4' OR PX2' P.T. NAILER SECURE TO BLOCK W/2-I)b OOR CASING TAPCONB (MIN OWANK 61ZE .145 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Ys') TTACa TO 2X PER WI WIN 8. OF EACH END 4 MANUFACTURES DETAILS. S' OG. MAX 6PACINri. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) TD DOOR JAMB BLACK +1-1 ' /n1 11DJD01► BLOCK +1-1 " 2X4m SECURE TO BLOCK W/ TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0419 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X I6' O,G. MAX SPACWK MUST BE ON OUTSIDE 4 2X6mw SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL TAPCONS TAPCON MIN I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MN . EMBEDMENT 149 . DRYWALL WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. OR I'X2' P.T. NAILER 2Xh�J ❑�fiX4. SECURE TO BLOCK W/2-%- 7�' OB$. X 4' MIN TAPCONS (MIN. SHANK SIZE .145 cASBrrA MIN. LEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 6' OF EACH END 4 MANUUACTUREB DETAILS. IS. O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )") DOOR JAMB TO BLOCK +1-15 1�" /ni WIN TO BLACK +1-18/ S " SCALE, KTB. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN SHAW SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y.') WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6mo SECURED THROUGH RE To BLOCK ' TTAAP`COONS TAPCON MIN. I1 4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4) a GMU WITHIN D' OF EACHa' END 4 DRYWALL I6' OC ING MAX SPAC. 11 VX4' OR I'X2' P.T. NAILER 2X8=w SECURE TO BLOCK WR-V CASING TAFr." I Eau (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN. EMBEDMENT I Y4) —ATTACH TO 2X PER WITH8" OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 4" /T1 WINDOW `� BLOCK + 1 4' AL , N 2X4m SECURE TO BLOCK W/ W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X ID' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECUR NON-STRUCTURAL %' °T�ETO BLOCK LLV2 •Il(a' TAPCON MIN. 1-Y4 (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 olu MIN. EMBEDMENT 049 • DRYWALL WITHIN 8' OF EACH END 4 IS' Or- MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8m SEA BLOCK WV2-%' (MIN. ��' SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 1S' O.C. MAX SPACING. MANUFACTURE6 DETAILS. Non. 4,M A►HMM ro rFuro+wr. roe „FF 4Mf44.49 DOOR JAMB TD BIACK +3" E SCALE, KTB. If TO BLOCK +3" 2X4m SECURE TO BLOCK W I)(a' TAP0" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/2-U1(.' NON-STRUCTURAL Vo' TAPCGNB(MIN. SHANK SIZE TAPCON MIN. 1-)e 148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I)'4) WITHIN W OF EACH END 4 a' cm Jr), DRYWALL W Or -MAX SPACING. 2X8,m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK 02-%' 2ND 2X SECURE TO TAPCONS(MM. SHANK SIZE STRUCTURAL MEMBER J45 RV(2U2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8. OZ. MAX MN EMBEDMENT I Y4) OOR CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB T3 BLACK +3" FTO BLOCK +3* 2X4m SECURE TO BLOCK W&4' TAPCONB(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MM. EMBEDMENT 049 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 W OG, MAX SPACING. SECURED THROUGH 2X6.m NON-STRUCTURAL SECURE TO BLOCK ILA-1/4' TAPCON MIN. I-Yi TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK .1.45 MIN. HEAD SIZE 300 8, CMU MIN. EMBEDMENT I Y4) 'DRYWALL WITHIN 8. OF EACH END / W Or- MAX SPACING. OR 1')2' P.T. NAILER 2X8aw �.XW SECURE TO BLOCK WA-114' )6' OsB. X 4' MfK TAPCON6 (MIN. 8HANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 10' O'O- MAX 8PACING. MANUFACTURES DETAILS. H IM,YWWDWrorU*M mowra,a7m Yl DOOR JAMB T3 BLACK +3-7/18" G. A 7'0 BLOCK + -7 16" E, N.TB. 2X4m SECURE TO BLOCK WN4 TAPCCNS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH 4 NOTE, STRUCTURAL 2X 18. O.C. MAX BPAGMCs. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK UM-1/4'UM-1/4'NON-6TRUCTURAL SECUR i(a' TAPCONf6 TAPCON MIN. I -A. (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN EMBEDMENT I Y4) 8' CHU WITHIN 8' OF EACH END 4 )§' DRYWALL 18' OG. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8� SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCO S CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 TTAC44 TO 2X PER 18' OIC. MAX SPACING MAUACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (D0 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H K K+ 3 4' , N. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup•com L AA M: 0003325 q 8 a UA IL � 3 0 0 d stumtV. 416 1LOTZ SILVERAD0 LOT #24 BLK. #7 4 28. 02— 4 7 MODZILA 4EBB "1828—CALI" LEFT PAOIC, DETAILS t.150 MPH EXP. B PRlPOR ED CONTROL JOINT'S FLANGE OP CONTROL JO" Td EE WNRED TIED TO LATH At 6' D.C. MAX (VERY.). NQM DO NOT PAOTEN CCNTRDL JOINT TO uw , EVEN F STUD EXISTS 0 YOND EXCEPT GTAPLE6 W SaEGT/m CCONTTROLLJOM� TE'P. MINING SETAL LATION --\ PA6TENERS i0 SE SPAC • 1. OG. MAX VERTICALLY LATH @MALL NOT EE CONTIN XS PL %' THICL a COAT CEMENT ASTER WPM LAYER 9, FORTY ER MULDNG PAPER APPROVED FETAL LATH PA67ENED eT' (VIRTU = MAX AT SUPPORT! WRAP LAYER 4, STUCCO WRAP WOOD SPEATNING TOM AT RAON 60E, _�_ PROVIDE 2X4 BLOCKe6A PER A6TM G106a TJeJ4 PLACED PLAT MAX. 6' TO V FROM ea(IRDL JDINr uAEN \ \ CONTROL JOINT FALL6 ON i PASTEN[A!S TOM LATH To Ix NAILS Orr i / STISJCTUiAL STUD STAPLES IN C424MIANC@ W A61M CW63 2. 00 TES TO USE MO. 0) 00416' WIRE I MLOCKIIS SHOUN MAY IN N ADDITIOy. \ TO WALL 6TIDS FMOUR ED PER FLAN / OLPOLD NMIme R.A OL FOLD tNW.lo . PR. A LCRAaa.M.• L CIUAM . M.0 OL1r0.D AMR). R.A LnR.r.n.s • TOLD • • ® LPOLDNIWO.R.A L O41A44 art. 6 s. aRAR . PT. e 4. POW PT.0 Ompt R. S TILL F.T. C TOUCH" /ORO9 PLAwn M Y� Y f PLAH @UAL POLD. pQ UIR CUP. COAT CE'BIT PA-E4 VI' ] 'COAT (MAAP! OILY! am OILT) WALL PLAN" L.= PLAA16Ia q. wT.la. Mld(OWT AT OORON OP RTOP A NTtIAARGTtt:Na APPROVED MWLDN6 TRAP SHALL EE LAPPED A MINP IIM OF WO VERTICAL LAP! (ROLL ENDS) A 6' is HORIZONTAL LAPS. ALL GE" NEED TO 0E TX__' WItN FORTIMER 81EATNN LATH VERTICAL LAP TO EE I' 7C h—T7C IT METAL LATH I am LAYER'L STUCCO WRAP WRAP LATER 9. FORT.IMER / I \�IILDINJr PAPER I ® KICKOUT DETAIL aMTRta7WIT 0 4L (see an HOLM oo.le. en, bk=LL WIDE LAPS OP METAL PLASTER MASE9 !HALL ME SECURED TO PRA)'161G I'!N'lERA THEY SHALL ME TIED EETUM SU P40M MTH 00416-IN. (121-11M) WIN! At INTERVALS, NOT MOM THAN 9' (2294-M) AS, PER A61M 006a TAN. PCR REPAIR OP TEAM N WRAP LAYERS, TEAT® MAY ME PATCHED WNOUSE WRAP TAPE PER MMIII. SPED OR PEEL A 67I0C WIOOD BTU 6EATHING PAPER STUCCO l' THICK a COAT CEMENT PLASTER METAL LAtN WPM LAYER -2. FORTIFUNI R EWLDNG PAPER WRD LAYER el, STUCCO WRAP WOOD NEATMNS WOOD SHEATHINC OR CMU WRE, LAYER N, STUCCO WRAP (FRAME ONLY) f THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WAR, 4 TAPE OVER ROOF/WALL SCsEED Z 5'X5' 'L' TYPE CONTINUOUS f z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT z WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4k4' SELF-ADIERWJG FI6MERME PLASM61a (COMTATNlLE W NCUSE� WRAP MATERIAL) OVER APPROVED NO" UARAP. P OR LESS PIPE PENETRATION CT AND OVERLAP CHIP SDE OP / SELF-ADIER04 MW"MOt E —� FLASHM STEP O1 INVALL FASTENERS (CLAM. STRAPS, STAPLES) AS — 45=111ED TO SEC#E PPE) WINE TO PRAMNG PIPE N.T.S. 6�� 65.6' SELF-ADIlRING MQ'mRAti PLASHING (COMPATIELE W WaM WRAP MATERIAL) OVER 4w SELF-ADNERaiS MEMORANE FLAGWM OVER APPROVED LIOUSE WRAP. PL16NN6 Tn ocTOAo QaI2 PIA! WM LAYER 4, IORTPIEER EWLDN6 PAPER METAL LATH 6k6' SELF-ADIERING MEMBRANE 4'u4' SELP-ADNERNG FlFbRNlE PL46 M OVER APPROVED W COAT. MEAD OF UEALJWT INSTALL APPROVED WOUNIMRAP AWE INFILTRATION BARREN OVER SHEATHING ELAOTOMERIC COATING OVER STUCCO) C.V. PINION (SEE TYP WALL SECTIOW SECTION PER SECT ON EidiCNlilil7 AN OGIN1iIC Exterior use of portleyl oemert plaster shall comply with ee eppYcatlon repulremerds of ASTM C 926120. Installation of exterior WhNg andfemhg .bell comply with ASTM C 108312A TRATION DETAI MOM O0 Cle DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIF15ER — — —'— — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO •ems• A %//////////// SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R7103.7.1 / A5TM C-541-0S, MIN. 2.5 L55. PER 50. YARD .(UTI ITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN ELVD. LONGWOOD, FL 32780 PH: 407-774-6078, FAX: 407-7744078 www.abdeaWWoupoom AA #: OD03325 a • 21 e o C Q p i sysDly � LOT: SILVERADO LOT #24 BLK. #7 PROJWT 04128.001 24071 MODMIA 4EBB "1828-CALI" CARAGM 9FW7NO: LEFT PAOS: WALL ASSEMBLY DETAILS 150 MPH EXP. B .00 BACKER ROD BACKER ROD WRB LAYER'I, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP. SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEMUENCE OF FLASHING TO BE, L BOTTOM, 2. 610E6. 3. TOP VENT CAP 16 TO BE SET IN WD OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO DE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ZLALL SIDES, Y4* CAULKING a JOINT PER SECTION RMJ Exferbr Idld�ind�ro Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 105312A. a' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER tl, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2B LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASWNG UNIT PREMANLIF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F B DRYER VENT(BLOCK BUILDING PAPER OVER 'aJICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — LINDER 'QUICK FLASH' A RATI VENT PENETRATION T SCALE, N.T.S. CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WY hUMLA ER STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD UAPPLY BELOW VERIFY LOCATION CUT SUCH T14A NO MEMBRAN! ENTERS BOX, STUCCO SCRATCH COAT APPLY TO FA EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. 7—WhL METER STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ?R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC, WIRE PENETRATES ;.O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY £-Z OVER 60 M GRADE '0' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC S� SI �� I». WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER @, FORTIFIBER BUILDING PAPER METAL LATH TO Wow 6TRJGTURAL • T' Or- MAX W WDE STRIP SELF ADFBSIVE FLA614NG, CLEAN MA60NW BEFORE APFLYM6 V FM16H • MMWXW ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-ADHERI NG MEMBRANE FLASHNG OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEP 02 WRB LAYER 91, UCCO STUCGO WRAP STEP #3 APPLY 60 MIN - CiRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP SELF -ADHERING 0 MEMBRANE FLASHING �- UM LAYER 1, FORTIFIBER ESUILDING PAPER STEP 1*4 ELASTOMIERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ,L METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngrroup.com AA #: 0003325 t 4 IP SLTHDIv. asLOTSILVERADO LOT #24 BLK #7 ROJECT 04128.001-24071 MODEL: 4EBB "1828—CALI" GARAGE- sMING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -AlHESI 2 1/2' � CORNER BEAD (FASTENER 4 SPACINCs a 'I' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesVigmup.com AA 0: 0003326 K tZ 0 sysaiv ec IAT: SILVERADO LOT #24 BLK #7 PmGJ=T* 04 0 - 471 MODZU 4EBB "1828-CALI" GARAGE BWMG: LEFT >PACZ- WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — • — BUILOWs PAPER) METAL LATH x—x—x—x STUCCO UIOOD SWEATNING WOOD OWATW4— MAWNEIR! erns UN TWOR W60TIVE DAMMW 41 %e ND! W 6ELr-ADHERWG FLAGWW6 OTARrM OTRIP� OALV9 METAL 7' R.AGWN6 WKATl ER RE"TIVE W"ItAR � IasleTn2 GALV9 METAL W PL.r»Ys ffiEwft / ll uiSaD6Tlw @ i AL GAP UCAILK•G / OR AF"NOVED OEALANT CASM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWiVoup.com AA M: 0003326 y t e L4 o O Jil aysaiv ac LOT: SILVERADO LOT #24 BLK #7 Pnoj=T* 04128. 02-24071 MOORU 4EBB "1828-CALI" GARAGZ BVIU40: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B I 1 I I I 1 \ —2x6 SUB-BANb W/1'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/8' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH ® CMU METAL PABCIA WRAP I\ I\ 1 \ I \ 2X6 BiID 1 \ iI V METAL FASCIA \\ WRAP ' FROM \ J ' f ,i� YsSTUCCO, 1' FROM \ WOOD WALL \\ { EXTERIOR WALL \\ t% (_FRAME OR CMU) \ \\ NOTE: NOTCH FOR 2X& ,\ \`\ SUB BAND ONLY 1/8' TEXTURED FIN16W • WOOD. V2' TEXTURED PNIBW • cm METAL LATH \ U RS LAYER N, STUCCO UNtAP(FRAME ONLY) UNM LAYER 42, FORTIFIBER ISUILDIWs PAPER (FRAM ONLY) ROOFNS CEMENT DRIP EDGE ©FLAN 8 METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ;1/8' TEXTURED FINISH • /WOOD, 1/2' TEXTURED \ FINISH ® CMU / 2x6 SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ®ELEVATION ®PLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -m' SCABBED TO TRUSS W/126 NAILS 6'-8' O.C. MAX. 2x SUB -SAND W/14'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL R WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT 014LY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/04'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-774-4078 www.abdesiouP.com AA 0. 0003325 h - i a 3 t 11 0 .2i o susDiv. 4b LOTs SILVERADO LOT #24 BLK #7 PRDJSOT# 4 2 .0 2-24 7 HODRU 4EBB "1828-CALI" GAMAGS BVFDTo: LEFT PADS: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 39'A" 28'-8" 11'4T 3'-4" I V-10" 9'�" 9'•8" ••4" — i — _ — FM-12X12 le r J FM-12X18 — • I § 4" CONC. SLAB arc _ I F-24X24� 1'-+-3 12 g a 0" • I 10 - 10'-0" EXTEND FM-12X18 1 7 SLAB 1 12" 1.1 I I I. I TOP OF I. i SLAB I� I I� I I I I �I I I I I XI LLI I I• 15'B" 5'•D" 19'-0" 4" PVC I CHASE L TE-1 — — — — • - �; s 1rz I -; -- 4» 17'-8" 2'-8" 130" 5 I I I I I• v . ILL a Q I I EXTEND - SLAB 1 12' FM-12X18 m �� 4"CONO . I — (aw SLAB I 12 i I LL w a I, 7 12 2 a -3 T-4" J I MC-12X18 FM-12X18 FMC•12X18 L FM-12X18 10 J 4 4 2'-8" 1 18'-0" 2'-8" 3'-10" 10'-2" 21'd" 4'-4" 14'-0" 3W-8" FOUNDATION PLAN SCALE: 114" = 1'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1R" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I ONDICATED #5 BAR, BMDICATES #S BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", 06 =38'), AND REINFORCING SHALL BE CONTINUOUS, 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE *US AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (3W0 PSp, UNITS LAID IN RUNNING BOND, 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWNI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS Bx8 W1.4-1.40VER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. LONG TE4 8" SEE PLAN IT - s + d'-d' FM-19112 IT CONTINUOUS 12, (2)#5's + .d FM-12z18 1 CONTINUOUS 18' FMA6x18 18" CONTINUOUS Is, - (2) 's INS + {p FMC-1208 IT CONTINUOUS 18' - (2) irs F-24X24 24" 24" 12' 7777s=rAr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abde9WVoup.com L AA #: 0003325 �gS a J O a SUDDIV Se LOT: SILVERADO LOT #24 BLK" #7 PROJWT 4 28.00 -2407 moz)zL: 4EBB "1828-CALI" OARAOR S1►DE01 LEFT PAGM FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY L MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED z I STEEL REINFORCING IN GROUTED — ^' CELL SEE PLAN FOR SIZE AND d a CELL SEE PLAN FOR SIZE AND ° 'cea SPACING REQUIREMENTS O ul SPACING REQUIREMENTS v_ .. . 1 1 DOOR RECESS U It J. a rn :.I �.-�FM—.' I 11 W Ix to Z 8" CMU WALL O e' CMU WALL ! CORNER BARS, SAME 91ZE AS BAR W w 8. O g b 2 m — ^ . 1 IN FOUNDATON WITH 30'LEG EACH uL = , •~ TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ..e 50 THAT THE STEEL REINF, CONTINUOUS W y TOP OF STAB .. Jam.—' • i - SEE SLAB SCHEDULE U MATCH AMOUNT OF CONTINUOUS BARS �k CURB FOR MASONRY E. PORCH SLAB a n BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) #3 1S' EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE I•I. ' a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '' ^ 7;0. UNITS SET AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE , • • 8" CHAMFER (2STORY) p4 24" W/ 112" ISOLATION 4" CHAMFER 1STORY) It ` , e" CHAMFER (2-STORY) ! 8•_p APPLICABLE) i SEE SCHEDULE p5 38" JOINT (WHERE APPLICABLE) •' a EE SCHEDULE °, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 38' ? FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LINO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE. 3/a-1-d U CORNER BARS DETAIL DOOR OPENING @ ,1 4' SCALE: 3l4"=1'-0' SCALE: o I N NEW REINF. BAR a SECURED W/ 2- PART 2" CAPPED If g EPDXY. MIN. EMBED GALVANIZED PIPE Q 8", LINO W/FLANGE 0 BASE ¢ O FOLLOW ALL MANF. N SPECIFICATIONS FOR 9 Q USE AND n PREPARATIONOF HOLE. SECURE FLANGE TO z W J SLAB W/(4) v4" X 2 1W b TAPCONS �'?O 4" CHAMFER (1STORY) 8" CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS IL o w � J d l7 O B" CMU WALL TOP OF SLAB I' .^�� • SEE SLAB SCHEDULE i Z �. . — 'ISOLATED" COLUMN PAD ° i CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH „•� FOUNDATION AND SLAB SEE SCHEDULE .'.s FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 0 SCALE: 3/4"=i' (7' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.®bdeslgngroup.com AA W: 0003325 O C 4 rL O Ip JiLm ounDiv a. two SILVERADO LOT #24 BLK. #7 P1t0J=Tp 0 8 - 4071 xopau 4EBB "1828-CALM" GARA02 awn40: LEFT PALM DETAILS 150 MPH EXP. B 25'-10" 18'-10 1441 N. RONALD REAGAN BLVD. 14'-W LONGWOOD, FL32780 10'-0" PH: 407-77441078 FAX: 401-774-4078 3'-0" www.abdeskgngroup.com A: 0003328 b W a Y io '4 i� N N b tV M Y n R i� a tv Y Y M� .111 L !;3=: N It'll c N a N W 0 'v 2'-4' 3'-8" DOWEL PLAN SCALE: 1/4" = V-0" ILA A �a b A O >sVDaIV. aIAT. SILVERADO LOT #24 BLK. #7 PIWJECT#: 041 8.0 - 407 acoasl� 4EBB "1828-CALL" owle wE s�rtxo: LEFT PAGE: DOWEL PLAN %150 MPH EXP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/1a'HOOK -GROUTED BOND BEAM fV ..4° 4� Q CLEAN OUT REQUIRED 0 4 FOR INSPECTION TIETVERTICALRESAR ° 2 • TO HORIZONTAL REBAR W/1a"HOOK BAR 312E 48 BAR DIA Z w #3 1 18" 0 #4 24" U #5 3a #S 35 #7 42 HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w Abdeslgngroup.aom AA #:0003328 y � p g Q o 0 lu 0 +A 0 MO sUBDIV. Alt LOT. SILVERADO LOT #24 BLK. #7 PRO"=T# 4128.002- 4 7 MODRIs 4EBB "1828-CALI" OARAOX SUING: LEFT PAGM: DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 1 Od x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 110 HOG NAILS, WOOD TO WOOD: USP RT1 BA OR LUGT2 W/ 1 Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH, 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LNTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7, LINTELS SHALL HAVE 4" NOMINAL BEARING (4•). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 POS36, .177" ' x 2 7/8" LONG, WITH WASHER a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. - TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A = TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P-1) W�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B 1 MASONRY 30DO 8,8 (1)a5 N/A GROUTED SOLID "CAST-CRETEO SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8' PRECAS_T & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS N SAFE LOAD - POUNDS PER LINEAR FOOT SAFE � AD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH 4►ao W+ �+� �a aPMas �N afOSO TYPE LENGTH OLIO � RCAS1 TYPE LENGTH 110i7 wttIgo 0fle•+T rf0mi /mi.TI ~ sxlr WAW er4r,r row ateo•n Nov ss rmo VII nso amm-11 ON42 somis wo4a se f429 PRECAST 2231 f0a1 Wei m ass? aM4 aw nM1 vd (a'1 PRECAST ,OPd 1m1 7010 sr (4r) PRECAST 1M asi 4w 40 Mid 70M m 4w Mn 7sa aW4 ,sr1 i-= Me mw 4Mi 0r MM Tm 4.0 140) PRECAST 104 1M1 4w Nei 7sn 4W (r) PRECAST 7B0 T00 /300 4'-0' rro) PRECAST i1M 10M mix 490 OW ass aw 41M ein lea on ,ew tnM 1w aw miss 4m = Ora 44• (B,) PRECAST nN 1M ein sei am 4r0 art Os4 Mr (fi) PREGBT 002 891 Ion 4r On PRECAST tw rW miss 4r1 4Hf wo eiM 4!M thin 7M7 017P. Nei tea 1w rW =5 400 47H we 914) PRECAST 72171M w i— miss Mmi Oar (111" PRECAST 411 411 746 sr (6� PRECAST /eMmin we mimi mimi noINS min aaiaar 1aM ma ,ass mM 1M1 40 B 1a' p9) PRECAST tIRw a1 w1 sM so miss Mo S"1T (MI prom T 340 88S Sis s-1s (7S') PRECAST eia 4w 4M n am O 1W slo sM MW 7r0 4ma3' (TI') PRECIL$T Ise 4w Sr (m PRECm w 721 400 v4I (TSB PRECAST a em m a r m fat ur aw 2M 10r1 3M r4r AB) PRECAST 740rs miss s00 mimi 1+ei no rd' pn PRECAST 424 534 303 rr (°°"► P�ABT 7W tm t@o 1M, mimiOM, O W Tv ,aei ,w am aw sr Mmi e04ss M M1 /M4 1101 1M n0a71a Sr (11P) PRECAST 320 012 Pa6 ar (11Z7 PREGI6T 1 191(112ry /an miei aw as w +ass fen iw MMmi 1vd (tom) PRBCAST asw wT mimi vrr eiM miss �' p�'1 PREGB'T a64 401 ,SO tar (12� PREGIST a'0 w , milt 1M1 ssmi anal ass 1M u" mM miss missss psSl PRECAST 202n Ma2w 4AM 174' (706) PRECAST 9S0 462 t04 11'r (1Pv) PRECAST ax er ass tmi7 1M ,TM11'r wa im 20 sw 4q 4W w ,yss fall leis■ am tsa (t44) PRECAST 1aa 071 nM loss 1110 910a rM IT-W (14" PRECAST 2" 402 137 17r (14n PRECAST all r tP4 ass / t tr w 473 =4 1M aMe 10M an as r w it IN sw 1sr (fell) PRECAST 471 lM 7a10 1n0 7011 min miss ts4' (teo) PRECAST 217 324 110 1sr Mn PRECAST 4N is1 W. tr ass + tM1 w Ora wmi 1us min f14 r r All 1M u1 t 14W (Ifin PRECAST L2.. 4ai 7M in +ar 11W miss 14La (tev) PRECAST 205 2PS 100 Mo UM) PRECA87 w e11 Tmi M t 441 7mi ,em m 1w a1W sw 4" r Tit 1 1 14•C (17n PRESTREBO®4M M M M M MMM4miM4 14'd' (176') PRESIs78® N.R 1S4 N Nd (170") PRE.47RB70E0 ass w for4M r Os w 1 0n IN w we 11M " aw tsr (1M PRESfREp® M M M M M w 1sr (164) PRE4TREBBED NA P00 a I" (,Bn PRIG 1r m a1f sw r M1 an 4oe imi aN Im 4n To m = sass xw min 1754' (20S') PRB01 NR M M M w M M t74' (40" PREM� NA 194 04 1rr (POE) PRE tW ww me r w M1 1 on 1 M t17t min w mimi +0M 1M mia tar (PPP) PRWFFMM NR. wM M M Zvi•sr Rs2) PREOIMM NR 148 52 War mn PISBII� M sst r 4a 4a w W W m w r w i0W = ,Ms , err Pes) PRE67RE81SD NR M w M M M M M 2Tr On PRE NR 125 a 21'r ) pR�lllBfe® 1n no w • 401 r as w ass r M 1+M is tM 22W OW) Pi 44a w min w a1 m w w 711 r w fn teM r Y1ty mn PRPSTRP m NA. M M M M o ow �) P NA 110 40 w min 1M 7M tea 17e6 Mmi 4W W ID 1n >r mil 4N ass aw 4N M r 001 11► 2M0' C4M'1 PRBSIRBIe® N.R M M M M M 24-0' ow) FRBOTRlBe® NA w as 21'd' (P/0) PRB611 w ass M0 r 4a m ass w >m r ass M i0M >@ (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVAWBTARHN FrAN WA LOAD TAKAV BY CABTCRETE MAY 201E EDITION • PRECAST PRODUCTS BY OTHERS 70 MW OR EXCE® ONE VALUES STATO AS -ALL PRECASI'PRADUM ARE TO I E DISTALLED PER MANUFACIURE6 SPSOMA7101106 •PROVAE MRSIM4'OF BEARING PAST EACH ODE OF WOAOW OPENNO PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE M 1"128.03 &—mm--- --------------a 6— m m—%----------J LIFT BEAM PLAN SCALE: 1/4" a 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32150 PH: 407.774-6078 FAX: 407-7744078 www.abdosWiVoup.com AA I: 0003325 • a� � u5 j C YC alraD:v Nte 1ATt SILVERADO LOT #24 BLK" #7 IPROJ=T 0 8.0 - 407 MODZU 4EBB "1828-CALI" GAztAOR swiu0: LEFT PAOM LIFT BEAM PLAN AND NOTES 150 MPH EXP. B ZA / 8/20/19 1 s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 34"=1'-0" IT IS THIS ENGINEER'S INTENT THAT XFXX - 1T/1M/08 INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP S5eWIZE m 1 05 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 61k16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WTH A LINTEL THE BOTTOM BOND BEAM ! "; COURSE OF BONO BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE #b TOP OF THE LINTEL. o. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN ,B" DEEP. dIDTH # OF #5'S, IN 2ND BOND BEAM COURSE ��16-1T/l �IAI�CB NOMINAL—� HEIGHT ■ rx rae TOP IM COURSE # OF #5'B, BOTTOM PLACED IN UNTEL WINDOW PRE -CAST :.3 19 a WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 806 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BARI y; BOND BEAM GROUT SOLID FR LINTEL TO TOP OOF OPENING BEAM SEE NOTE 5 8x8 PRE -CAST CO LINTEL W (1) 05 B MASONRY LENGTH OF BAR GPE"'NG-2'BEAM DESIGNATION OR2 ezB PRE -CAST CO LINTEL, W/O STETO PLAN FOR LOTnP PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/18 — TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND IS" O.C. MAX. MIN Li/4" EMBEDMENT 24 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2,18 (MIN 2X3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W 18" O.C. MAX. MIN 1 -1/4" MIN. 2-12d PER BLK EA END EMBEDMENT OSS SHEATHING WALL ARCHWAY FRAMING DETAIL 5 SCALE: 3l4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-774.4078 www.abdes*kgroup.com AA #: 0003325 a� C V W W StroDIN. Ae LOT: SILVERADO LOT #24 BIX #7 PRO$=' 0 1-2407 MODsz: 4EBB " 1626-CALL" OARAOX OWING: LEFT PACE: DETAILS 150 MPH EXP. B ArCHmeT. 8AATAlM CIF FLORDA e5 � CAMME L NO 12079 DA �: 8/20/19 sC :1/4-=1'-0' S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 1 Od x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x i 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8838, .177" ° x 2 7/8" LONG, WITH WASHER Q 1S" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUN MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" - V-0' wAft , VA- 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744SO78 FAX:407-774.4078 www.abdeslgngroup.com AA 0: 0003325 LA I?i • � 0 CA O 1 stnmxv. 89 c/o1! SILVERADO LOT #24 BLK. #7 ROJWT - 4 7 molDz : 4EBB "1828-CALM" CARAGS 8WDM: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B PLYWOOD SHEATHING SEE # 1175 UPLIFT USP "RCOFNJALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x i 12" TO TRUSS. FL#17680 # 1000 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (0) HTWM20 INSTALLED ON 10d x i 12" TO TRUSS EA STRAP. FL#178W OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010tl TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT 1x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD W SECURED W/ 10d TRUSSES Q 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LES, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LES, L:1310LBS (2 STRAPS) SSPICAL TRUSS/ -GLYI-RDER CONNECTOR(S) SALE 34" ° (2) 21 No.211 DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3"22d. EA TRUSSES VMERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESEMAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)7-BRACE SEAMS) 30'-1" TO 60'-0 (3)"X"BRACEa(2) SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTERTO BLK Wl 1/2" DIA (2) .r BRACE DIVIDED EQUALLYANCHOR BOLT W/2" FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY S' SEE ARCHITECTURALMIN. EMBED. AT 32"OC MAX iE-ENG GABLE TRUSSSECURE GABLE TO aS P.T. PLATE W/ 12d's 8' STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED WN iOd.s C EACH TRUSS TO BE INSTALLED 10'-O" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SALE: "° NOTCH DEPTH 1/4'D O t� /S�e" 1OLE EDGE > / �—rOLE DIAMETER 25•D SGL. STUD OUTER 113 OF SPAN ONLY EDGE>56' \� lII I �� PLATE �5'D DEL STUD PLATE I STUD NOTCHING ii AND BORING LIMITS 0 SCALE: 1 1/21=1'-(" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING i. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT1 SA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 7' COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abtle W*mup.com AA #: 0003325 m 5 W 0 gg a $ iL sulwzv. ac OT: L SILVERADO LOT #24 BLK. #7 P1W ixpm# 4 0 2-2407 MODZI. 4EBB "1828-CALI" GARAGE OWWOs LEFT PAGE: DETAILS 150 MPH EXP. B A 8/20/19 SCALE: 1/4"=1'-O" aftcr S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0.O.C. (AT 0 PRE-ENG'D WOODTRUSS SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) (TYP) 0 24" O.C. MAX FOR STRAPPING O VERIFY SECURE 2xe PT. PLATE TO BLK W/ TRUSS PLAN W/ 1I2" DIA. ANCHOR BOLT W/ 2" - WASHER SET IN HIGH STRENGTH EPDXY S' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2,8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/(2)18ds Q EACH TRUSS TO BE INSTALLED 0 101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3!4"=1'-0" .rs 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327lS PH: 407-7748078 FAX: 407-774.4078 wwwAbdeslgtlgro up•oom AA #: 0003325 O as ftft I Wj rr OF �oJ C L ilil" 1 13 avaa:v & LATt SILVERADO LOT #24 BLK. #7 Pnoi=TN 04 8 002- 4 7 MODX r 4EBB "1828—CALL" GARAGZ MIMNG: LEFT PAGW. DETAILS 150 MPH EXP. B GABLE -END' ROOF WIND DESIGN PRESSURES NET(GROSS) ASCETIO ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONES = 3353 PSF (43.53) "A"e 4'-O" END ZONE DISTANCE BASIC VIAND SPEED: 150 MPH WIND EXPOSURE: "6" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF 04 1140AGIM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 COX EXT. PLYWOOD, WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN MILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS ® 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W IN V OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 21/Z' 0.1201 In,= RING SCREW SHANK (i8-20 RINGS PER INCH) Sd SCREW SHANK 2 1/2" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1684 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHGILTHIND USE 1/2" COX OR 7/1W O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN WAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES J w . z9 Y Z 2 rnO Z a Y z zj j 1S 1 '`J C7 N Z W LU Q S U N N Z m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST2FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMWO 8d RING SHANK GUN NAILS B"O.C. IN FIELD. TYP EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS a 12' O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS M 170. FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED W CONCRETE SAL CONFORM TO ASTM C33. MXIMUM AGGREGATE SIZE SHALL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CORI UNCTION WTH JOB SPECIFICATIONS AND Wow: ARCH MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETEF)0'09ED TO EMTHORNEATHBR NOIS BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPMESS IONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NOS. APPU CABLE BUILDING CODE STANDARDS: FBCR 2017, 6N EDITION ALL EXPOS®EDGES Of CONCRETE ARE TO BE CFW/FHtED 3l/'. ALL WOOD FOR BEAMS, BEAM W. WALLS, SOLE PLATES, TOP PLATES, BRAONG, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Po = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE S-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UDERALL &ABSONGPALM WHEM INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRANANGS.SEAMS LAPPED B INCHES AND SFALEDWTH ADRESVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OFO.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOUM. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBERTHAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAW N GS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THIM PLANS: MINIMUM NAILING PER PBOR 2017, 61h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRl1CTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE 19 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEOUENOES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4)OWNS. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. NNE MESH FOR SLABS SHALL BE SUPPORTED WTH T CHAIRS SPACED T-O' OC, EACHWAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPEgFICATION3 FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNEDAND REQUIREMENTS AND SLABdN-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED A SHALL NOTIFY THE ARCHITECT IF ANYDISCREPANCIES A FO . MD RE 11NI) DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pef TOP CHORD ­cueent 10 psf BTM CHORD-naancu reM DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 PST TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 pef W/ No GYPCRETE) 10 pAf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: i Opef BALCONY LIVE LOAD 60 PO STAIRS LIVE LOAD 40 PST WNO DEAD LOAD SPEED=IN MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWNGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OFTFE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WTHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PST, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 9594 OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D7557. TREAT ALL SOIL FOR TERMITE PROTECTION. l - RESAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM-15 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL SANS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' #5 BAR - 30' #7 BAR - 42" PROVIDE 3Wx 3W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MA"Rr. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REOUREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES). AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE NA -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM S78" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SWILL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/9" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER$HALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID W TH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRU(A•TURAL STEELBE MADE BY THE OEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy= 46 WL STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR 8, Fy -35 ksi. TUBE AND PIPE 2,500 P91 REGULAR MIGHT FOR FOOTINGS, AND SUB-0NGRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE 8LA& CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT. CONCRETE SLUMP SWA NOT EXCEED 5'N- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHER OLTS SHWLLBE A3TMA3WTH THE TS WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THETUiN-OFF-THESAIT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REWIRBAENTS OF ACI 301 AND ASTM C44 OR MEASURING, MYIND, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVAN ZED STEEL. J43OLTS ARE TO BE STEEL. CONCRETE TICKETS SHKL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MANMIM TIME ALLOWED FROM MEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTHTHEPBJIE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EPOSEDTO EARTH(FOUDATKNS) a FOR CONCRETE EXPOSED TO EARTH ANDORWEATHER 1.1/7FOR #5 AND SMALLER 2' FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314. FOR SLABS, WALLS AND JOISTS 14I1' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14, "DESIGN NATIONAL STANDARDS FOR METALPLATECONNECTEDM OOD TRUSS CONSTRUCTION:, AND 'TPINVTCA SCSI I" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORD NO TO MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS TWAT AFFECT THE STRUCTURAL BEARING AS GILLED OUT ON THESE PLANS SHALL BE NOTIREDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APP -r- SIT£ 1. SPACING RE- APPLICFnON 311E TYPE SPACIAL REWRI® 1,2 PTRIPRMG ICI CASE HWDB-IOUCOIL 8'QC OMAOE DOOR BIMA( SEE DETNL SEE DETAA EEEDETNL 9EE.E-L MASIXJRY ICONC NNLI I?LONO To.-- N..IXT. DOORS PT, SEE -TES -EIMRO@1W COD. NNL1I LONG. B`OC sTA00ERW WMDOWIDDOR/FABIBI® INTO MAg)MYIWNC. GAR/dE WOR BUCIt TO N480MY/lY)NC. SEE DETNL SEE DE SEE DE- SEEDENL vnN�w giac CASE H4RDENEDC- 9"OIC WINDOWAIOOR/FAe . NErAL ST-. CONTACT THIS ENGINEER FOR SPACING 1>t PT. SEENOTES -11 I/Y LOAD. STAGGERED INTO r.41SONRwmNc. MASONRY c- REQUIREMENTS ExT.gwNO DOOR -I CODA I I YY'EMBW.B"ENO. NCNBFARIIq YA00 t2` ElSNJgON 1"EIUBED YFND BDCxh PT,SEENDTE. N119nS OWAg1ER FASTNER 1YC� DUST.. I I lY WOELIef -TO CONC.8LA9 WI WIDENER BOLT IA OC O'ST., 9`EDGE0.. PfWMOOWIICX BFx21e- B`OC x`END. DUST.. 112 PT"TO STEEL COL. SEE IyIIy� BTAGOERW EpOE DIET NOTES NOR t. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERSARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdosoVoup.com AA M: 0003325 �p W a Y IV O yQj df Q N n! O Q taa11 ays0iv ae L07`. SILVERADO LOT #24 BLK, #7 PROJW' 04 001 4 7 MODNIt 4EBB "1828-CALI" GAReAOa BWDM: LEFT PAOIQ: DETAILS 150 MPH EXP. B CALF: 1//4T1=11'-O" a S 1V 1