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HomeMy WebLinkAbout35549 Stella Vast Dr99 91828-4EBB-CAL19 HOMESREvl�w 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 &N,,? 'I ALL WORK SHALL S� DPNG CODE,REVAILING CODES FLORIDA NATIONAL ELECTRIC CODE, AND THE CIS OF ZEPHXRHILLS ORDINANCE 6 2020 ��TE 1 CIT`� OF ZEP N • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .ng= B colK em `�7) •�, 14CAL AND �'A� .00CUPANCY :CONSTRUCTION TVPE INTERIOR FINISH -BASIC WIND SPEED • EXPOSURE -I-STORY RESIDENCE •2-STORY RESIDENCE , CbD�4 -RESIDENTIAL, GROUP R3 - VB - class B - Vult=150 IIPH Vasd=11H MPH — B - - MAX. HEIGHT AS PER WCAL AND STATE CODES ABV. A/C ADJ'. AMP. CL GAB. CLG. CON CONc. CPT. D. DBL. D.O. DIA. � DP. DR. D.S. DII, D.W. EA. ELEV. EXH EXT. F.G. FIN. FLR FLUOR. I °R GA. GAR. IXSP. O.F.I. L. GYP. BD, H.B. �R MT. OR HT INT. I ABOVE AIR CONDITIONR4C ADJUST ATE A6@ERAOE cCEENTTEERLIKE CABINET CLUING CLEAR CONCRETE CARPET CEO C TILE DOUBLE DUALOLAZED DIAMETER � G" DEEP DOOR SPOUT DETAIL DISHWASHER EACH ELEVATION PEXHAUST EXTERIOR ED GLASS IXFUEL GGAS FINISH FLOOR FLUORESCENT DOOR FOOTING GAUGE GARBAGE DISPOSAL, GROUND -FAULT CIRCUIT LTERRDPTER GLASS LASS G OYPSUMBOARD HOSE HER IHEA`"`DEERR OW "E INSULATION INTERIOR LAV. LUM M.C.. M� M.T.. MTL. N.T.S. PL PL P.B. PH PLT. PLYWD. PR P.T. R. RA.G. REF. Sc. S.D. S H SH EK SHWA. L S. SL. GL. STD SWs TEAS TIIIC. T.O.C. T.O.P. T.G.S. TYP. U.N.O. W T. W�. WDW wi{ LAVATORY LUNIINOUS �,FUCABINET m METAL TED IIDI"° METAL NOT TO SCALE OxceRTY PROPERTY ON PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIUS RETURN AM CREEL REFRIGERATOR SOIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHOWER SDAILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL S�ERONEDGLA SS THICK TOP OF CURB TOPOFPLATE TOPGFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOROOF HER WITH D WINDOW TER WRO GHTIRON DATE DESCRIPTION oft/lb CDC OM ARCHITECTURAL SHEET DESCRIPTION g�/6ro �� roc uPDArE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml -MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS °"�"' CO"� 1B81ED OMM SIDNG8"ATINOADDED °SAD CDs FETED 04AW FODTNG REVISION FER YL BOSES ftfilft CDs RE-IBBIED at/IB/IB ADM CWQOLEBSFPOTERATGARAGE DETAIL �ROR KYM) 0=A F'L/W MAKrENANCE o3� REYM utter Sig AT RaMff WW DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROUND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 0444m ADDED ADDITO"L RECEPTACLE N GARAGE E'ER FULL BATON &ELBI SQ.FT. CALC.'S 004AB REVISED NVAC VOLUMES ON OWt CALC SCNEDULE &ILe� g*/Gm AWED S<MRIORMOW DEEP FOOTEWDETAIL Q/SIIA(ORL) LIVINGS 1828 SQ. FT. Cs4R/Y.E 430 Sa FT. tNTRr 16 Sa FT. LLANAI88 Sa FT. 06AM ADDED LED L&M . KJTCHEN , NSAN PER MARK BOM SWO ADM STQE OPTION ELEVATION C 4 D (TMPA) omm ELEVATION Y. SOM ADDED LaWER • wale ROOF io!!S/19 ADDED a•r. a'-o' CEILNG IEK+FITS TOTAL 2362 Sa FT. I OVOM REPLACE UBP CONNECTORS UNTN OPFSON CONNECTORS "SM REVOE EWAVENT RADON KAN Ds�s1oNS STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3-FRAMING PLAN PG S3.I A -DETAILS PG S3.1B-DETAILS PG S3.lC-DETAILS PG SN1-DETAILS i DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILDTAL4 PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRI TF.NN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAXES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407.7748078 FAX 407-7744078 W W W.ebdesigWmJp com L AA #: 0003325 $f q av>aaty ac LOT: SILVERADO LOT 25 BLK 18 PROJECT# 04128.002 25181 >tgoaELc 4EBB "1828-CALI" GARAGE srI WG: LEFT PAGE: COVER SHEET %150 MPH EXP. B PTM a04/08/20 sCAILE: 1/4"=1'-O" BIiEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLUWCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). 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. SITE WORK 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, ON -SITE 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, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- WIN. RIGID ON -METALLIC 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 R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 4NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. 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 WINICH 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 COMPLETION 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.' Timm 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. NAT04AL 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 OT I 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBS 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 T AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM 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 P3D05.2. 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 COVERIM 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 EXTERIOR FNIISNES 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, 1/2' 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-1 063-1 1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' 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-CIO63 -11A AND R703.7. FIRE 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 112" GYPSUM BOARD. R302.7. 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/Y 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) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M. 0003325 A BUDDrv. a LOT: SILVERADO LOT 25 BLK 18 PMJ=T* 04126.002 25181 MODEr- 4EBB ' 1828-CALI" wttwGE 911MG: LEFT PAGE GENERAL NOTES %150 MPH EXP. B F-PRUMDA=: 04/08/20 SCALE: 1/4"=1'-O" elm= GN dGW �W -A• EGRESS of/iiii//i/lo'I//Ili//11Io o////In • n Ia ��'ii//1'o o - I 0 1 IV, i OIII'O — olii//il'o i i - i cl f 61111 II' - 1 - - .•: t al' 11 - o - MIS - 0 ■i - _ eAS - �_ - {i - o PER BLDG. >. C® oGARAGE- '.i FOYER 0 - 3 I tJl'll C a - o - . . - - - - o■ o - - m 011114 oliil,o olil0illa oll/////lo rrrrs�dsrri SQ.FT. CAM'S LIVINGS 1828 SOL FT. GN7A4E 430 SQ. FT. ENW 16 SOL FT. LANAI 88 SOL FT. TOTAL 2362 8a FT. CMraW B E1IESB DOM @E1iD5 Som ME 0WHr100m SEWIIB NDTTFE F00IASE MIN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA I60'10 OxD. Ili s 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B. MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODU'IED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL OYL1B C DELL. TOP PLATE 0 �n UAA'')BAR DETAIL SCALE: BARCH DTL. SCALE: 1/2 • I'-0' FLOOR PLAN SCALE: 114' - I'-0' -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLESW AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENING BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN TWIC30NE86, SOLID ORHONEYCOMI3-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MMUTE FIRE -RATED DOORS. 1441 N. RONALD RFAGAN RL LONGWOOD, FL32750 FM: 407-7746078 FAX 407-7744078 www.abdesigngroupcom L AA N: 0003325 � a V 4Im JTIT ounDiv. as LoTcl SILVERADO LOT 25 BLK 18 PIRCJECT�L 04128.002 25181 MODZU 4EBB "1828-CAY' GARAGE STIIIATG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B D -M 04/66/20 SCALE: 1/4"=1'-O" SHEET Al AREAOFATIIC = 2364 S(L FT. NET FREE VENT IATION AREA REQU RED = 2/300 REQUIRED VENTILATION AREA = 2364/30D = 78R VENTILATION AREA %SO, INCHES PER FT. (244) 1134.72 SCL IN. MIN. REQUIRED VENTILATION .SX 11 m IN IAPM PORnON OF ATTIC __—__ ____—_—_—_ - 567.36 SQ. IN. FYPON LA2X24 LAP SIDING A6 OFF RIDGEVENTILATIONARFA = U5SO IN.PERVENT OR EQUIVALENT m SPECIFIED 56736/115 BFIAAICE SIDING C' (TYP.) SHINGLE ROOF 3OTALMOFVUMREQURED = A93W AS SPECIFIED _ OFF RIDGE VENT TOTALOOF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVFIWANG (TYPJ 4' FREIZE A FYPON 12 EXTMR OF WALLTO EXTERIOR OF WALL, NO CYVM NGS INCLUDED) BAND (TYPJ12 BKTIIXIl OR 6� 6 6' TRIM — EQUIVALENT BOARD (TYPJ b' RAISED BAND (TYPJ —� I I I I I I I I I I III I I I III I I oil ��I ICI ICI I�I;l; Til ■■I■■ ����1DECORAT EGIUIVALEW fill __ OE L11-1ITYP. 4' RAISED y On 0� �'F FRONT ELEVATION REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH SCALE: 1/4 " 1'-0' TEXTURED FIN16H NOTE: WALL FENESTRATION FLASHMG AS PER FBCR 1W103A OFF RIDGE VENT OFF RIDGE VENT 6'-6' BRG. HGT - a 0'-0' FM. FLR U---- OFF RIDGE VENT 6'-S' ERG. HGT. LEFT ELEVATION SCALE: 1/4 " I•-0' TEXTURED FINISH OFF RIDGiE VENT r-m• 'v 'v 0'-0' FIN. FLR L RIGHT ELEVATION SCALE: I/4 " V-0' TEXTURED FINISH 2' I• I I I I I _0'-S' BRG. HGT. 4- ,gym'-0• FIN. FLR (:ASCALE: v2 . I' DECO. DTL. i441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774,607E FAX 407-7744078 www.abdosigngroup.com AA & 0003325 J .4 02 a BUDD:v a LOT SILVERADO LOT 25 BLK 18 PROJECTip 04128.002 25181 MODEL 4EBB "1828-CALI" GARAGE SwIDTG: LEFT PAGE: ELEVATION "D" %150 MPH EXP. B ORRI 04/06/20 BCALE: 1/4"=1'-0" SKEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e GeV OUTLET 20.AMP SNOLS POLE SOV OUTLET "Ov SET Yl Op OUTIAT WINED To NOTCH dR SOV OUTLET SOOPED WMNO FAIL NRP&rn eRAPW9M RSNSTANT TYPR) 220V OUTLET -SINE OONIEGTION 11� OF we SAM" maims CLITLET BROMD —LT NIMAPIIR GWITCN SWITCH D-WAY OP'ER $4 SMTCN 4-WAY OPER L� WALL r'IOM[Im �J LOW CEILING LIGHT © LED CLO LIGHT ©vp LED VAPOR PROOF LOW O Vp VAPOR PROOP LIMIT e~-PAN ICM PER SO. M. 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R Safi• HitWa 1 at65V19Lat100% 65 Tkk GavelLlsh.. Rc 3549 Ckt9M TOml Ovalle a.:p,k u• a R« peel A 9 617 55a9 i I � I I L = I I 1 i e I I I I � 1 I L t I m t l = I i LED LIGHTING @ DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTES, A. ELECTRICAL MATERIALS AND INSTALLATIONS, SMALL COI'IPLY WTt ELECTRICAL PROVNWOW OF THIS IBM &U4 b LOCAL CODES. AND ALL LOCAL POSER COMPANY REf21 FAVi W& 0, ALL 0014M=0110, SHALL eE TYPE TWHMMGN UNLESS NOTED OTIafleS6E PROVIDE e0 ANT, WN240 VOLT. I PHASE SECOMDARIT- ELECTRICAL SERVICE PROVIDE 8 9 COPPER (CW N I-W" DU SC4EDULE SO PVG CONDUIT OR PROVIDE D 2AO ALLI-IILM (AL) N 2" DIA SCHEDULE SO PVC C0NDW W.ESS SERVICE 16 PROVIDED 6Y THE EL ISCTItlC COMPANY. COORDNAM WITH THE ELECTRIC COMPANY PRIOR TO 50. o _ I L I / LED LIGHTING @ SINGLE LAV. w BATH 4 PROVIDE 3-20 OL THIN • P6 CII N 2' C NDUIT OR 3 A4/0 AL, THW • 1% CU N 2• GOIGUIT. (C NDUrr TO TERMINATE ABOVE 6OPMT a OvEmm,* J CO•DNATION 6[RVICE e DISO7MECT SUSTCIH AND G0/ M ELECTRIC FETER N I NEMA. SR BICLOOM TMMM40M SERVICE CABLE TELEVISION E4IISANCe SERVICE ENTRANCE EOLIFFBIT ECIARMO1T I INTERSYSTEM BONDN6 TERMINAL AT LOW VOLTAGE COPIECTIOIS 1 AA C I SERVICE GIROIbb CONNECTED TO CONCRETE ONCASED FOOTER STEEL PER ELECTRICAL Ism"610116 or THE FOCIR 61" EDmaN (20M). SA" DW X 0 Fr LONG COPPER CLAD GROMAD ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6079 FAX: 407-7744078 wWw,abdeWgrgmp.com AA #: 0003326 Q3�_ 1$x7 Y R 8 J too O Ih SVHDIV. at LOT: SILVERADO LOT 25 BLK 18 PROJECT# 04128.002 25181 MODE:: 4EBB "1828-CALI" GARAGE SIWMG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B D TZ 04/06/20 SCALE: 1/4"=1'-0" SHEET E1 Z 2' VTR � I\ 1 wc 1 21 LAV I 1 3' I I I 2 1/2' 2' WASHER n � KITCHEN 2, SINK UY AUTO VENT ii'x �I I la�r�'Yi /VJ v�l 1� TUB LAVI PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 114 " I'-®' TO MAN 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003326 Y Y � o S fill 1x 44 G StMDiv ae LOT SILVERADO LOT 25 BLK 18 PROJECT# 04128.002 25181 1[ODEL: 4EBB "1828—CALL" GARAGE STUNG: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B RO MD A ASOMKAM AR NO 9V= Dw� 04/08/20 SCALE: 1/4"=1'-O" SHEET P1 HVAC NOTES I. ALL MECHANICAL EGIIPMENT &HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MF& REG)IREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH CLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (201T) MECHANICAL 15LM CODE SECTION 603. 3.. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR MAKES SHALL NOT BE LOCATED CLOSER THAN W FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20T1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO MC 6TH EDITION (201) MECHANICAL CODE 603J 1. BATHROOMS CONTANNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHNG 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 EGJAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCNG DAMPERS. II. DRYER BOOSTER TO BE A FANTEC14 DBF BOOSTER FAN OR EQUAL. FANTEC4 DBF ILV DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TIQLW — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LnHT O/A OUTSIDE AIR ® THERMOSTAT B PASS-THRI AIR GRILL NOTE ALL HVAC TO NAVE PROPER PANS W/ DRAMS SECURE STRAP TO COW— CONDENSER ATTIC W/ (2)-3A(P'X2' TAPCONB SIMPSON WB ROLL STRAP OR EGJAL CEILING O O EXTERIOR WALL PLENUM AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT WY 48X1 1/4' SHT. MTL. SCREWS (2) SUCTION AND LIG)ID AIR SUPPLYA nERANT LINES CONDENSER UNIT AIR HANDLEREXTERIOR CONNECTION TO PAD WALL 3/4'PVC CONDENSATE DRAM LNE M NOTE, MAIN COND. DRA3/4'DIA.OVER HEAD 12'FROM STRUCTURE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB -11 p REFRKaERANT LINES TO PLATFOW RETURN CONDENONG UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS EEO SCORIATED NICKEL BRONZE FL. PL. FM. FLOOR OR WALL COUNTERBINC Co. PLUG � � .. SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 824ID-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OPTI/SPEC vFL00R SLAB CLEAN -OUT (T FIN. GRADE OR PAVING 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REGIIRED NEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE: ALL MECHANICAL EGIIPMIENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774- FAX 407-7744078 www.abdesW gmup com AA 1/0003326 f ft r a SUHDIV, de LOT: SILVERADO LOT 25 BLK 18 PlmoJECT# 04128.002 25181 1RODEL- 4EBB "1828-CALI" GARAGE 81 WO: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B QA "'i6v"'�9-i'L4-T DA04/06/20 SCALE: 1/4"=l'-0" SHEET M1 2X4 TOP PLATE V!' CLCr. 1/2' DRYWALL SECURE BT. — PLATE TO GLAD I ( Wd MASONRY NAIL • 32' Or - MAX PRE-FAB TRUSS 2X4 WOOD STUDS 024' Oc. SLAB STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' OZ. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O C. FIN. FLR T � ' S (a)TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.I'-0' FIBERGLASS, SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905L ON J' 0AJ5. SHEATHING OR ;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND—J-� CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� I'-O' TYP. oN. 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'•i'-V' -'. 4 or- S/S' GYPSUM BO OR 1/2' HIGH STRENGTH CLG. BOARD —SEE ENERIrAY CODE FORTS INSULATION R-VALES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION ------- �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. 8' cm 1/2' GYP. ILL. BD--------- WOOD GAGE a. a. e 4 n W/ WINDOW OPENING N FIBERGLASS SHINGLES OVER F30 FELT PAPER OR GYNT1 ETIC PRODUCT, INSTALLED PER SECTION R905.0 ON J' O.S.B. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (-2)OLPAYE':" — -17 '-NT SYSTEM D1 SCALE, 3/4'"i'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4965 TYPE IV, OR ASTM D 6151 Is Lm PVc wage nOR eAs LM av •srP.oL m. 2B GAS LINE THRU BIDCK . w.— FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC Pl%ODUCT, INSTALLED PER SECTION R908UU ON l' O.Ss. SWEAT14NO OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a, CMU V2' T WM 2 GOAT - POR6AMO CEMEW PLASTER APPLED Oq mmy TO MAOMW - _ - GALV. STM qEO, VERICAL TRACK By MAP. FASTlim TO TRACK MRApQTS W PRODUCT APPROVAL 111M COMM DEAD P CMU S!Q STNICAVAL FOR e+r 2x6 P.T. 9D ATTACUM TO NLL CELL AS AIN APPROVAL RCM wLANr . eacxefe ROD s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-V' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, NSTALLED PER SECTION RwS.1.1 ON j' O.S.B. STIFBACK AT ALL UPRIGHTSfSTRILIC-TUfRAL SHEATHING OR k COX PER STRUCTURAL DETAILSPLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS MTL. DRIP EDGE PER ELEVATION2x FASCIA PER ELEVATIONS, GONT. 2x RAT RUN SECURED PER 9TRUGTURAL DETAILSTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES-ENG. GABLE TI0198 PER ELEVATIONP SCREED \ HIGIN STRENGTHCLG. BOARDP.T. SECURED PER DETAILS COAT WIND W ATTAION DIRECTLY TO LIE MASONRY WINDOW ATTACHMENT AS PER PLASTER APPLIED MANUFACTURES SPECIFICATIONS STRUCTURAL 1x2 P.T. FURRING STRIPS • 24' Or- 1/2' GYP. WL. BD. ' CMU WOOD BASE — 0'-0' FIN. FLR a G n W/ WINDOW OPENING n TYP. WAIL SECTION tL D NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-O' 1A41 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup corn AA IF. 0003325 r IN a s u MaK o BLTSDIV. Ae LOT: SILVERAD0 LOT 25 BLK 18 I]PRoir.=# 04128.002 25181 MODEL' 4EBB "1828—CAU" GARAGE 8WING: LEFT PAGE: DETAILS %150 MPH EXP. B 06 04 I 20 DATE: / /BCALE: 1/4"=l'-0" S*== D1 4' B'!@DFIENR MN. FROM FLOOR TO u--Illlll --u—m--rl B SEGI4E 2x4 ON PLAT TO SIX UV CUT "L8. SIDES 7X� •• E DOOR 0= IW [S) ® )PW A-OOLTS 4• EPI EDP®R MN. IV W4/FER AND NUT SPAC® EVBL7 FROM FLOOR TO 6APt*AE DOOR MM N JONIB PRIOR TO F"m I-7>d• PT OLOCIC • CENTER OF 9 DOOR 1lACM UWI)VN8' J-001.TS 4. 9'NECtIM ILV 2W) V WA HM ANb NlT. MAKFACTUiER'S MTALLATICN MTIIUCTKM U94M SUCH MTRICTI" ARE MORE DTRNGEdT GARAGE DOOR /-l1BUCK ATTACHMENT — w•.r-w B' CMU1S DRYWALL PX4' OR L - P.T. NAILER ❑TILLV Ix4 P.T. OR 94'X4• MIN. SECURE THRU FRAME 4 EXTEND 1 Yi INTO BLOCK V TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I i'4' WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING DOOR CASING 'DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 rRDWW TO BLACK +3/4 OR +5/4 USCAL : N.T.S. 2X4: m SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIL EMBEDMENT I V) WITHIN W OF EACH END 4 18' OZ. MAX SPACING. 2X6:® SECURE TO BL W/2-%' TAPCONS(MK SANK SIZE .145 MIL 14EAD SIZI060 MIN. EMBEDMENT 1 Y49 WITHIN W OF EACH END t B' CMU IB' OZ. MAX SPACING. 14• DRYWALL 2�;� ❑ VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2a(i CASING TAPCON$ (MIN. SHANK SIZE .W5 1131 MIN. HEAD SIZE 300 LZ DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O&. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMIB TO BLOCK +1-1 iv> 11DJDOA TO BLOCK +1-1 '3 SCALE. N.TA. 2X44tt SECURE TO 15LOCK W/ Vo' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB• OL. MAX SPACING MUST BE ON OUTSIDE 4 2X64 SECURED THROUGH SECURE TO BLOCK WO-Vo' NON-STRUCTURAL V.- TAPCONS TAPCON MN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT IV) • DRYWALL WITHIN 8. OF EACH END t 18' Or- MAX SPACING OR I'X2' P.T. NAILER 2XS� ❑�-X4- SECURE TO BLOCK WR-6'i�AC�042 J3. X'MIN.TAPCONS (MIN. SHANK SIZE J45MIL HEAD SIZE 300 OR WINDOW MIL EMBEDMENT I Yi) AX PER WITHIN 8' EACH END t MANUFACTURES DETAILS. IS. OL. MAX SPACING. _/A X NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) DOOR JAMB TO BLACK +1-15 1p" ir1 IITNDOR TO BLOCK +1-16 6 " SCALE: N.TS. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 J WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X I8' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/J-'Xt,' NON-STRUCTURAL Ili.' TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CM 8. OF EACH END 4 }¢ DRYWALL B' OG. MAX BPACMCs. ❑ VX4' OR i'X2' P.T. NAILER SECURE TO BLOCK W!2-9(r' CASING TAPCONS (MIN. SWANK SIZE .1.45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49—ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO� �NOT EXCEED Y4) DOOR JAMB TO D IILNDOI/ TO BL40CKK+2Z1/44• '� : N.T.S. 2X4= SECURE TO BLOCK V j(T' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J- ..NON-STRUCTURAL j(r' �Y TAPCONS TAPCON MIN. 144- (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 . CMRJ MIN. EMBEDMENT 1 V) • DRYWALL WITHIN 8' OF EACH END 4 18' Or- MAX SPACING. 'X4' OR VX2' P.T. NAILER z)c8,mn SECURE TO BLOCK WW2-%- TAPCONS pOOR CASING (MIL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EAC14 END 4 ATTACH TO 2X PER IS- Or_ MAX SPACINW, MANUFACTURES DETAIL$. .:wr r« r mmso m nus aw roe wor oec®r� DOOR JAI® TO BLOCK +3" I' y \ 111ND01F TO BLOCK +3" SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X IB' O:C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbxm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 11fs• TAPCONS(MN. SHANK SIZE TAPCON MN. I Yi .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 14') 8• CM V OF EACH END 4 YI• DRYWALL 18' O.C. MAX SPACING. 2X8:m ❑ I'X4' OR IhQ' P.T. NAILER SECURE TO BLOCK W/2-Va- 2NID 2X SECURE TO TAFGONS(MIN. SIZE BTRiIGTLMEMBER J45 WK2XJd WITHIN V OF EACH MIN. HEAD SIZE ;IYA-) END 4 6' TO V OG. MAX MIN. EMBEDMEN CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW W O.G. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" F WDJDOI/ TO BLOCK +3' SCALE: N.T.S. 2X4a SECURE TO BLOCK WA* TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WT14N 8. OF EACH END 4 I-WT BE ON OUTSIDE 4 IB' OG. MAX SPACING. SECURED THROUGH 2X6:m7 NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCCN MIN. 1-)4- TAPCONS(MN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT 1 Y4) • DRYWALL WITHIN V OF EACH END 4 10' Or: MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2>0� SECURE TO BLOCK WA-114' )6• O.G.B. X 4' MIN. TAPCONS CHIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I ,le DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' Or- MAX SPACING_ MANUFACTURES DETAILS. xem un 4A:aeo +o rue�.ws me MOT sKaoP� DOOR JAMB TO BLOCK " +3-7/18' in1 lI1MD01T '10 BLACK +38" 2X4= SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t ��: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6t SECURED THROWN SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Ilb' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8' CMU WITHIN 8' OF EACH END 4 Jf' DRYWALL 18' Or -MAX SPACING. 1'X4. OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA V4' ' P.T. X 4' MIN. TAPCONS CASE+ (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4",-ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 3/4" 11WDON TO BLOCK +3 3/4 " H SCALE: N.T . 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com L AA t: 0003325 A �a N 4 a 0 3 q SUEMIEV. at LOT SILVERADO LOT 25 BLK 18 PROJIECT# 04128.002 25181 1[ODEL- 4EBB "1828-CALI" GA RAGE BVMC;: LEFT IPAOF. DETAILS 150 MPH EXP. B DwE1E 04/06 (20 SCALE: 1/4"=1'-0" SPIFFY D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12473.7 SIMPSON STRUCT. COMB WOOD CONNECTORS 2 117 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLI5332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WADS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL UNTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 LA41 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdeMgngroup-- L AA S: 0003326 � h $ Y�. Li • u m 0 SUDDIV. at LOT-. SILVERADO LOT 25 BLK 18 PROJECT* 04128.002 25181 MODEL• 4EBB "1828-CALI" GARAGE 87IING: LEFT PAGE..` PRODUCT APPROVAL LISTING 150 MPH EXP. B A- AIMMOMA AR NO 93728 9 DrpRiNT w04/08/20 SCALE:: 1/4"=l'-0" SHEET D3 PIFOR'ED CONTROL JoNT FLAY# OF CONTROL JONTS Td BE WIRED TIED TO LATH • S' Or— MAX(VERT.A NGltE,. DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W( W LEG SED TO SECUREC0MVI L JOW TEFP. DURNf INSTALLATION —� FASTENS 0 TO BE BPACED7 • 1' OG MAX VERTICALLY / i r 741M 3 COAT CEMENT / \ PLASTER \ WPM LAYER 4, FORTIIDER / BUILDING PAPER APPROVED METAL LATH FASTEED *1' (VERTJ Or— MAX AT SUPPORTS UM LAYER q STUCCO WRAP WOOD SHEATHING \MN LATH SHALL NOT SE OPINTR4101s 6• ro r N r• ro e• et TNIOIYi4 CONTROL \ JOKM PUT SHALL SE STOPPED AND TIED AT EACH SIDE -- DE C. PER ASTM CW63 1�14 MAXBLOW FLAMED RAT MAX. 6' TO S' PLACED PLAT � FROM CONTROL JDWNr WEN CONTROL JOINT FALLS ON \ L FASTENERS FOR LATH TO DE NAILS Ow •TRUCTURAL 81UD STAPLES N C 1-MIMM W( ASTM C1063 2. WIRE TIES TO BE (NO. NO DO4TS' UM I BLOCKING SHOW MAY BE IN ADDITK7 \ TO WALL STUDS REWIRED PER PLAN "M" TYPE CONTROL JOINT (DLIOLD---A j ;j O I--. Pr. A 1 CPWAr . R. D a CIMAN . M. C Ol PC{a NLYp • PT. A 2.CI.AN.FT. D POLO • N OL Palo NIYIO . FL A 1 CIFIRAW A IpD PT. C OFRR R. TILL R. C T OW orroM NJaMR Y%�` DDTTOM Rr� M1RR TkiIR RWA-POLO.02 I=QR. 11.4SHM APPROVED SULOM WRAP SCULL DE LAPPED A MINIMUM OF 4 A4' SELF-A0 EPOO MEMBRANE 6' • VERTICAL LAPS (ROLL PLASHING (CO'S•ATIDLE WV HOUSE J� ENDS) 4 V • HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEAMS N® TO ME TAPED LATH VERTICAL LAP TO BE 1' AF9 ROVW HOUSE WRAI•. WITH FORMER SHEATHING TAPE � PLASHING TO EX1Bb ONTO PIPE I / \ 1. OR LESS PIPE / \ PENETRATION /� rrMa LAP.FETAL urM \\ a)r AND OVE�AP ONE SIDE OF / METAL LATH I SELF-ADFENIMS ME'SIRATE —� IT FLASHN6 n WIND LAYER -1. I i' THIM 3 COAT CEMENT STEP ry STUCCO WRAP I PLASTER METAL LATH WRS LATER R, FORTFIDER WRD LATER 4, I'ORTFBER SWXLDING PAPER dJILDNG PAPER WIID LAYER 9, YIOOD SHEATHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS RE6LIRED TO SECURE PPE/ WRE TO FRNIRG r nN LATH LAY, P O'I'D. T � n ,eLt LaP 2 SCALE. I VY.Y�O � ® KICKOUT DETAIL \ I a nQ ""in TOM REAL nmm on SoLcut oo MOTAW NWTALL srArcur AT MORON Q ACOP � WMLL RnDuemlaNW T 'J!f'4 wTtmw1v N% S SIDE LAPS OF METAL PLASTER DAM SMALL BE SECURED TO FRAMING ME'BEPS THEY SHALL SE TIED BETURM SUPPORTS WTH OA CIS-6A (I31-FM) WIRE AT INTERVALS NOT MORE THAN S' (219-MAP). AS PER ASTM Cli Tit FOR REPAIR OF TEARS, N UM LAYERS, TEARS, MAY BE PATCHED WA40IM WRAP TAPE PER MANP. SPEC. opt PEEL 4 STKX STUCCO WOOD SHEATHING OR GMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) ¢' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CO K 6S16' SELF-ADWEItM MEMBRANE FLASHING (COMPATIBLE W) HOUSE WRAP MATERIAL) OVER 4'z4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOSE WRAP. FLASHING To EXIBb o4T0 PULE C��p CUT AND OVERLAP ONE SIDE OF STEP 02 PLMNNG WIND LATER'L 8111COO WRAP WRD LATER 4. PORTF " ERLDNG PAPER FETAL LATH 6'A' SELF-ADLEIMG MEMBRANE FLASHING OVER 45t4' SELF-ADFER651I MEMBRANE FLASWINI OVER APPROVED HOUSE WRAP. PLASHN6 TO E)tTEJD ONTO MPE 4-AW SELF -AD EINW F6'BR4NE FLASHING OVER APPROVED HOUSE YLR.AP. WABNWNG TO EXI@D ONTO PIPE V CMff DEAD OF SEALANT INSTALL APPROVED IIOIS1011RAP AIR SFILTRATION DARNER OVER ELASTOhE.RIC COATING OVER STUCCO/ QV. FNIS14 (SEE TYP WALL SECTION) SECTION PER SECTION IOWS.T EtOM1orYWI1R.IN pft Exterior um of portiahM aemeM pga1M MMN comply r1N the application requrertsrdn of ASTM C 928-12A Installation of exterior lathing and framing .hall comply wth ASTM C 1f16S-12A. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-54-1-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN SLVD LONGWOOD,FL32750 PH: 407-774-WIS FAX: 407-7744078 www.abdes4pMpoup.com AA 8: 0003325 M O M G Estill g SLJHaIV aW LOT SILVERADO LOT 25 BLK 18 PROJECT# 04128.002 25181 �[o E 4EBB "1828-CALI" GAi2AGE 81NMQ: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D TZ 04/06/20 SCAUM 1/4"=1'-0" SHEET WA1 BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE($) AND DOTTOM FLANGES OF NON410VABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTION APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 E> &iw Wft and plain 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 1053-12A. WRB LAYER 9, r „X _ STUCCO WRAP ' : HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS, LAYER 42, FORTFIBER BUILDING PAPER WOOD SHEATWW. DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 1-56. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH h' SELF ADHESIVE OVER TOP t SIDES SELF WOOD �TWWS FLASHING LAYER 9, (UNIT STUCCO WRAP LAYER 4, FORTFIBER PREMANUF_ DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) CONSTRUCTION ..�—FINISH G WOOD FASTEN TO WOOD STRUCTURAL SEALANT • MEMBER - T Oc MAX TOP t SIDESTo 6' crwN Jr no .. WEEP eCn==--L (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE TH¢OUCsFN WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MAN,P. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: KTS. ELEC. METEf VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER'1, STUCCO WRAP WOOD SHEATHt APPROVED HOUSEWRAP BELOW -ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWAMEMBRANE NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAr EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY To BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAC OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION mmr� 6' WIDE STRIP SELF ADNE" FLASHIG, CLEAN MASONRY DEFORE APPLY16 (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' .I{ WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING l MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING ..': OVER BOX AND OVER APPROVED WIM LAYER I STEP #1 STEP #2 LAYER 01, UJIMSTUCCO W STUCCO RAP APPLY 60 MIN - GRAC 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ElI MELMBRANE FLASHING I `WRB LAYER 92, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATMG OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosWngroup.com AA is 0003325 V 'd R s � o 4 >i 40 lu f 0 x ar,7saiv � IAT: SILVERADO LOT 25 BLK 18 PROJECT# 04128.002 25181 W0DEL: 4EBB "1828—CAU" GARAGE 811ING: LEFT PAGE WALL ASSEMBLY DETAILS 150 MPH EXP. B PRINT DATE: 04/06/20 SCALE 1/4"=f-0" aroma-t' WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2" k �T CORNER BEAD (FASTENER 4 SPACIWz s I' O.C-) cMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD @ BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdoeigngroup.com AA #: 0003325 J �a% V q t • p� u>� Srui? aysn:v. & LOT SILVERADO LOT 25 BLK 18 PROJECT* 04128.002 25181 MODEL 4EBB "1828—CALI" GARAGE OMMO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B kMN0 e3723F-PRINT J DA 04/06/20 acAZE: 1/4"=l'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATWW.— �erwe BARRIER eAATRImERER I�RE91eTivE !• x T YTREVE,4 emw 4• OW-ADFERNf STARTER STW- 5A RER IE&BTIVE rVE eARRER � .jr- RASH •r FLL%I+ma r WaoD`COP ummucm i �1 pOR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME � n�TRANSITION 1� 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdesigngroup.com AA N: 0003325 y b a � 0 x L J IVHDIV. de LOT. SILVERADO LOT 25 BLK 18 PROJECT# 04128.002 25181 MODEL- 4EBB "1828-CALI" GARAGE SV#MG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B A D 04/06/20 sCALE: 1/4"=1'-0" siIEET WA4 - 2x6 SUB-BANb W/I'x4' NOTCH r-----_-- "-- END, WRAPPED IN PEEL 4 STICK n V I DRIP EDGE d\ \\\ -- -- — -- - - V/8' TEXTURED I FINISH a WOOD \\ \A I/V \ 1/2' TEXTURED FINISH ® CMU \ \ \\ METAL FASCIA , / \\ WRAP Ys' FROM \\ ✓ STUCCO, I' FROM \ \ -- -- ------ — - -' A! WOOD WALL \ \ EXTERIOR WALL \ \\ /i (FRAME OR CMU) ie `\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY QELEVATION ®PLAN .4 1W TEXflARED FMISW • WOOD, V2' TEXTURED FMIBN CMx MEraL Laru x x x x x x x x METAL FASCIA WRAP WOOD &-EATHMG x x x x x x OR cm x x X X x X WRB LAYER'(, STUCCO WRAPMRAME ONLY) x x x x x x x x x x x x — WRB LAYER R, FORTIFIBER x x x x x x x x x x x x x BUILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SOB IROOF CEM x X X x X X X x X x x J x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE OUT x x x x x x x x X X x x x (REFERENCE POINT jcNrAL ONLY FOR WALL OFF x _ SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, i' OFF WALL ((NOT INTO STUCCO) I1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH s CMU 2x6 SUB -BAND W/1'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK 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' -O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/J1 'x4' NOTCH ® END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL X x x x x x x x x x x X\ x x x x x x x x x x x x x x x x x x x x x x x x x x X X X X X X % X % X X � x x x x x x x x x x x x x x x x x x x x -. x x x x x x x x � x x x X % K7�C�ZAx % .. SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT s 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. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAYx4' NOTCH tv END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: ao7-774.6078 FAX, 407-7744078 wwwAbdoeigngroup.com AA #*. 0003325 J It e I 7# 3 0 a 9L7HDIV, ae LOT: SILVERADO LOT 25 BLK 18 PROJECT# 04128.002 25181 1LODEL 4EBB "1828—CALI" GARJ%GE 810MG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %150 MPH EXP. B 39'-8" FOUNDATION NOTES FOUNDATION PLAN SCALE: U4" = V-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 +4-0", 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. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" 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 WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. i 1 OINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #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", #6 =36"), 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 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S 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.530-13/ASCE 5-13, USING: Fm 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O!C MAX. SEE PLAN FOR WNM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 WIAM1.4 OVER r GENERAL 310 6 MIL VAPOR OMPACTED 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. SHORT LONG FMAZ112 12" CONTINUOUS 12" - (2)#Vs FM-1208 17, CONTINUOUS 18' (2)45s FM-16x18 16, CONTINUOUS 1S' - 7MC-1Dc18 12, CONTINUOUS 18' - VARIES 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PK 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #,. 0003325 V ab $ G of 40 ui 0 BVHDIV. Ac LOT SILVERADO LOT 25 BLK 18 PROJECT#1 04128.002 25181 MODEL: 4EBB "1828—CALF GARAGE 81rING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B m % v j 6K NO 93723�NO eo�xi # PRINT 04/06/20 DATE: BCAXM 1/4"=1'-0" SHEET sl 3D• MIN. EACH WAY MONOLITHIC FOOTING } I 2 STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED ��• CELL SEE PLAN FOR SIZE AND Q D. CELL SEE PLAN FOR SIZE AND v d} SPACING REQUIREMENTS SPACING REQUIREMENTS �P.I •: GARAGE DOOR til m V W ••. 1 RECESS O a L Q v FM •, g 7 - Z 8" CMU WALL O CO) 8" CMU WALL .. CORNER BARS, SAME SIZE AS BAR I W 2 9- O 8f m i- 0'-0" FOUNDATION WITH 30" LEG EACH - � J N U w o'-0 - - TOP OF SLAB � � WAY AT ALL CHANGES IN DIRECTIONS W I ... 50 THAT THE STEEL REINF. IS CONTINUOUS fD TOP OF SLAB - • - I _ . MATCH AMOUNT OF CONTINUOUS BARS •I CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4' CHAMFER (1STORY) 18" • EXT. PORCH SLAB -VARIES .° SEE SLAB SCHEDULE TOP OF GARAGE ' v I • .lu CONTINUOUS STEEL MONOLITHIC - • FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7;p. AT ELEV. ISOLATION _.., JOINT(NMERE • • 6" CHAMFER (2-STORY) #4 24" W! 10 ISOLATION 4" CHAMFER (1STORY) , 5'CHAMFER (2STORY)• 0'-O' APPLICABLE) Z SEE SCHEDULE �., JOINT (WHERE , •: ° EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE „ APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST r AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 42' iv �1EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" scALE:314••=,•o• @ GARAGE CORNER BARS DETAIL 3 (D2D2OgOR OPENING SCALE: 3/4"=T-0" SCALE: 314f'=,'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48' AND NAIL W/,6d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4•' Q/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W7 SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT, PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12^z9' WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. W/FLANGE BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL 70P PLATE SECURE PLATE f0 Q 8", LINO - PLATE EPDXY 5-12' EMBED. MIN. 15' OC 0d' SLAB W710d MASONRY b Q O FOLLOW ALL MANE. SIMPSON SPH4 SPH6 MAX,ADDITIONAL NAIL 15' O1C STAGGERED. io = SPECIFICATIONS FOR METAL fn a USE AND I LA BTM AND TOP PLATE CONNECTORS NOT SECURE FLANGE TO m L=- PREPARATION OF ANCHORS WI tOd z 1 12' REQUIRED WHEN NO SLAB W/(4)1/4" X 21/4" U' HOLE. COMMON NAILS FILL ALL U) u) UPLIFT IS PRESENT. TAPCONS W HOLES, DO NOT USE 10CI W W z3, SEE SLAB SCHEDULE Ir SEE SLAB SCHEDULE t9i p QO} T a-n' ,P TOP OF ° 4"CHAMFER(1STORY) . • 6" CHAMFER (2-STORY) °.�— Vie_ , a EQ. EQ. EE SCHEDULE EQ. EQ.---SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY �`� �4='•�. MONOLITHIC FOUNDATION _, INTERIOR CURB FOUNDATION WOOD WALL CURB FOUNDATIONWOODWALL 6 scALE:3'4"=r-a• (W/ UPLIFT) $INTERIOR sca-E:3/4"=r-a' (NO UPLIFT) SCALE:3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W116d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4•' Or BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W! PLAN SPACING REQUIREMENTS Z 20OR 2z6 WOOD BEARING PROVIDE BLOCKING f WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O a BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL Q Bl m 16"On STAGGERED. ADDITIONAL METAL U Q. ti CONNECTORS NOT REQUIRED WHEN NO 0 S' CMU WALL UPLIFT IS PRESENT. � Z _ '- 0-0'' POURED LINTEL CONT. (TYP.) ' ;: ' 8' CMU FILLED CELL (TYP.) : .. _ TOP OF SLAB "—' SEE SLAB SCHEDULE . I•. _ / - 2X WALLFRAMING ti SEE SLAB SCHEDULE 12• DIA SIMPSON STB2 BOLTS 5' 0�• Z ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB°• "ISOLATED" COLUMN PAD GROUTED CELL, 4•' FROM ENDS AND • •- • ro CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 15' O.C. VERTICALLY MAX °• f • . -- - - FOUNDATION AND SLAB - LE SEE SCHEDULE . �--�• 3 . R WxD AR SIZE FOR BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY BAR AND BAR QUANTITY I, x COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 6DALE:34=,'-0" (NO UPLIFT) 10 SCALE:34"=1'1Y' 11 SCALE: 31V=T-W 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-77443078 FAX: 407-7744078 www.•bdeslgngroup.com L AA#: 0003325 Q a9p�� O BUBDIV. ae L SILVERADO L25O T BLK 18 PROJECTO 04128.002 25181 MODW.0 4EBB "1828—CALI" GARAGE 811MG: LEFT PAGE: DETAILS 150 MPH EXP. B DA 04/OB/20 SCALE: 1/4"=1'-0" 88EET S1.1A 25'-10" 18'-10" 3%0" EE i� 8'-2" v VI N R l7 Y! M N r N O lV M fN M a Y n ;? v 4 tV "v Y °4 4 N 0 N 4 N 0 N Y � N 24" 3.6" AP DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwzbdostgngmup com k AA #► 0003325 u � � lot h IE 4 w SUBaIV. & MT"" SILVERADO LOT 25 BLK 18 PIiOJBCT* 04128.002 25181 >wcoaal: 4EBB "1828—CALI" GA AGE 911ING: LEFT PAGIC: DOWEL PLAN 1150 MPH EXP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM —K VARIES PER ELEV. Z L .. a 0 CLEAN OUT REQUIRED Q FOR INSPECTION m 0'-0' FIN. FLR. •' TIE RTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIAL Z W #3 16' > #4 24" U #5 3d' #6 36' #7 47' HORIZONTAUVERTICAL REINFORCING � SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/7' ISOLATION JOINT (MERE APPLICABLE) 6' PVC CHASE— THRU FOOTING Z `s m U oy . O m r TOP OF SLAB a' SEE SLAB SCHEDULE Z W� BAR SIZE 48 BAR DA > 4"CHAMFER(1STORY) MO • n / 6' CHAMFER (2STORY) #3 16 U • #4 ZV a •. Z MATCH STEEL #5 30" m REINFORCEMENT iV PER SCHEDULE 6' PVC CHASE THRU FOOTING #7 47' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3M"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003326 h s a � O 3 i 40 la x 0 wwmmw BVHDiv. a LOT: SILVERADO LOT 25 BLK 18 PImoJECT# 04128.002 25181 HOD"* , 4EBB "1828—CALL" GARAGE SIWMG: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x i 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WV 1Od x 1 1/2" 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 MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER Q 18" 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 RaARM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / 8.0. L = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH I 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 1o1) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 0 #5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS GIs9,�GMIM SAFE LOAD - POUNDS PER LINEAR FOOT `1w6„Ge66M SAFPL DAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH etN mid w10 SM24e ON248 mea 9164E WAD-0 MWIS eWw VU48 0WO 62100 wa246 eras,6 TYPE LENGTH BlM BF6 RCMU TYPE LENGTH Witt ww eFtz-tt w12,27 wwtr visa Ro-tt wmar e7xtt w214r wti4i wa4. etasn ert2sr 3'$ (47) PRECAST 2291 MWu 6103 bw JIM 002 tw, S$ (4i•) PRECAST 1025 1024 ,698 3'$ (4T) PRECAST tw M=4 4304 M nag 7w aw 4w nu Ten W4 t01M Itw iw see aw 4104 ew amE P$ (46"1 PRECAST 1M6 aw Wn wm 4w ew 7w eN7 I$ (46") PRECAST 766 783 1909 4'$ (46•) PRECAST an rw aw wN 45M w6 few 4w nta 7w awe =0 IWO tw 2w aw ws Imo ew 4'$ ry4') PRECAST ,890 1w nu 2w aw 4eN an_ wt P$ �� PRECAST 891 1079 4'$ l64•) PRECAST tm7 2W Wm 3M 4w m1 2w 4a76 910 7w wn tOW 11w 1207 sN mm w/e 4w mt9-4• R4-) PRECAST 1217 1w1wtwaema123aw4w9.4• (84") PRECAST 411 411 745 9$ (649 PRECAST Nue aw ate, wa OWO sm 7w mN 1715 22N we see aen1w (70� PREGBT 1062,4n ,m /wt 2ow woe aw a4N 9-tR (70� PRECAST 310 936 Ste 9-17 (70`) PRECAST w , 2We etm aw9-t0• nn 4w nn ws w ,w7 M am atm assiw 9$ (76") PRISAfif 9G6 Un 2i7/ 7W6 1w Wm 4w Wn 9$ (M PRECAST BUT 721 400 9$ (M PRECAST w , ztn a4w mm e/eo w 14m 1w 2fN mw atn m: P$ (90•) PRECAST 743 tit 17A aw 2206 Mn atn aw r$ (w9 PRECAST 424 634 383 r$ (907 PRECAST 7W 1 2 a m Ww tn, ,7a aen twe sw e4W w72 m t2s feu 2ts gem Ws VW 11 PRECAST ( 27 554 w tteo 1w w4 aw 2ete am 9"4• (11T) PRECAST 326 612 230 94• (N2� PRECAST w 7w 11 1 2Nf wo m ,w tw ast aw am w w Im ten tw ne4 21" 19$1 (� PRECAST 476 w no ,an 2w MY 2tw awe t9$ (126') PRECAST 2t4 401 160 19$ (,26') PRECASTw w w ete , w1 w ,en /w sw 2M 4w an IWO u72 im 2w 21148 „•�• , ( 89) PRLxABT 39e w w tw Nw an a1W 4w 11'I' (,88') PRECAST 280 462 154 114• (1116') PRECAST4m 474 w w Nm W I w w ,w tw mu a,m m w 100. 1=w 164U3 —0 2W7 17$ (1447 PRECAST 987 M 03 12w 1w4 arse aw aw 12 (t447 PRECAST 244 402 137 17$ (I"') PRECAST 4m 40 Mw „ 1 ,w w i/8 tan 1054 2M Mn aw 470 w w tan logo, lei an 171• i (� PRECAST 206 m M tw 14w im nu Wn 194• (IM PRECAST 277 9u 110 194• (1607 PRECAST 4u see w 7w w 11 ,m m w ,w ,4M tw 2w wn 41 40 Teo Itw w tws, tw IC0 1 ( 66') PRECAST 279 4M lee tw ,w tw 2w 7wD 14'$ (IM PRECAST 205 283 100 W-W (166•) PRECAST w w w 724 w UM 4a 7w fen Iw Will 2W am 410 4w 7t7 tw , nm 144• 1 ( 79') PRE RR w w w w w w w 14'41• (17B' PRMTR� N.R. 284 91 14'$ (178•) PRESTRESSED :w w sm w w w W2 w w 13N.A w 161 ttn 1734 ,w w um ,w 22N M?U12 19JP (164� PRESTRESSED N.R MRNt Nit Nt w Nt Nt 19j• (1649 PRESTRESSEDN.R.260 83 19.• (184.) PR68IR M aM 2m 878 w w ne W w lee n1 7 1w 412 7m 12M IM M aw s,a 1r-{• '11'RFLSI Nt Mt Nt Nt w Nt Nt 1M• Mn PRESTRESSEDN.R. 1W 64 1r$ a099 PRESIi w w 20 w 406 w w To w IN w ton w 644 w tw tew tw sn t9�• ( PRE31R� Nitw Nt NI Nt Nit Nt Nt Nt t9I• R� PIir431 N.R. /46 &2 19J• (232� PRESTRESSED ,M "Mw w w 4w 4a w w M, W 1 747 tw 4m M "W 1w gotTN 21'-P (2M PRIG N.R.Iw Nl M M M M Nt w on PRE8TRE88H1 N.R. 126 42 2R4" •) PRESTRESSED IQ 1M 294 2M aW a79 w w M w w ON w /w w w w 1114 ,w UN2P�• 22$ (244) PRE87 N.R Nt Nt Nl Nt Nt N, Nt 27$ (264) PRESTRESSED N.R.116 40 27$ (2549 PRESTRESSED fW t2/ m an w w aw na w w w w w w fw ne w 7n IW 1w ,w 94'$ PM PRE N.R Nt Nt Nt M Nt Nl iR 21'4r P N.R.91 39 21'$ PRE fa4 tat iN 2m 2W He a42 w ne 40,j w 7W w In. is w 4w w w fOw v2z (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR DOMED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE 149TALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF 8EARIM PAST EACH SIDE OF YOWNOPB6NG PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DNISION ACCEPTANCE#: 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA N: 0003325 SSX'uSILVERADO LOT 25 BLK 18 PROJECT* 04128.002 25181 1[ODEIA 4EBB "1828-CALI" GARAGE 81FMO: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1Q' HOOK 30" TYPICAL #5 BAR IN BOND BEM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3!4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYp 6k8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 2. IF BOTTOM STEEL IS REQUIRED. PLACE #5 BAR IN LINTEL. \, PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR5. SHOULD THE 8"x16' fp pJ� / COU SE OF BOND BE MBLE IS OMITTED AND A LINND BEAM COINCIDE TEL S PLACED. H A LINTEL THE STEEL 80ND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE ilk TOP OF THE LINTEL e„ , / \tJ• 6. UNO COMPOSITE MASONRY BEM IS TO BE NOT LESS THAN 16' DEEP. * it � .L PO�f�ff��� B8X16EAM W/ (#5 BAR BONDTOP OF BEM '\O� S EACH COURSE G 8x8 BOND BEM TOP OF • ���G�\� W/(1)#5 BAR .y_ BONDB- = F FILLED W/GROUT •(\AC U =UNFILLED GROUT SOLID FROM TOP .L•L\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 A\� 16-1 T/1 B 8x8 PRECAST CONCRETE pp pes(�F�� NOMBJAL�� LINTEL W/(1)#S BAR(L2) MASONRY Q� HEIGHT # OF #VS, TOP LENGTH - BAR =WIDTH OF ITS THIS ENGINEERS INTENT BOND BEM COURSE OPENING-T BEAM DESIGNATION THAT XFXX-ITAMNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Sx8 PRECAST CONCRETE SCALE: 3/4" I'-0 ANDXFXX- 1TAMNBINDK:ATES ASINGLEBONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1TMMNBINDICATESADOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TNMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2.4 (MIN 2X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 11C) 6' FROM EACH END AND 16' O.C. MAX. MIN 1-114" EMBEDMENT - 2x6 (MIN 2 X 3) 2-W16 TAPCON .3 19 PRECAST -4 OR DRIVE PIN (MIN SHANK • WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6' = SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3)2-3(16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .3DO MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 6' FROM EACH END AND SECURE TO SHEATHING Wl 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA END VCMUWALL EMBEDMENT 7/1HEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 6QALE:,,/I•=,'-G' S ARCHWAY FRAMING DETAIL r SINGLE #5 CORNER BAR, 3Dx3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE 15 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-774.4078 wwwaLWesigngr-p.com L AA $: 0003325 g a S �-1 d I I rPao ILVERADO LOT 25 BLK 18 JECT, 04128.002 25181 MODEL: 4EBB "1828—CALd" GARAGE BIIWG: LEFT PAGE: DETAILS 150 MPH E)XP. JB FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WN (8) 10d x 1 l r2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). B. 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 REVIEW AND 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC 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 TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. CJ1 CJ3 R CJ5 -1� _ 3`1 W-Im `'ram c 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON SIMPSON LTA2 U ED TO BRA E TOP OF WALL. — 1 1 1'. - -- m V1t✓� +ilY FRAMING PLAN SCALE: 1/4" = 1'-W C-M CJ1 CJ3 CJ5 1A 1 ly ron A 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA is 0003325 A d y � t ` 4 �7py 0 6 C a � i 4n W BU131DM a LOT. SILVERADO LOT 25 BLK 18 P1iOJECT# 04128.002 25181 MODEL: 4EBB "1828-CALI" GARAGE B1IMC9: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A{1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE SMW UPLIFT SIOMdPSOON (9)10d x 1 }' NAILS TO TRUSS 642) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHJALUFLOOR SHEATHING TRUSS AND (4) 1/4" x 21/4" (12)16d x 1 }'NAILS TO TRUSS FASTENER SCHEDULE" TIT EN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2' x # 1900 UPLIFT (2) SIMPSON 16 10d x 3 NAILS TO GIRDER AND ( ) ��� 6', 8" x 4'-0" MAY BE ADDED E HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 lOd TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1W' x 21/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. _ 2z SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD tx2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) TITEN 2 ANCHORS MIN. S ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) 2' COVER 8 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) REPAIR OF MULTIPLE TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SCALE:3/4"="-O' SssTYPICAL Ia 1" - 9 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/(3)12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 01-0" TO 30'4" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/7' DIA (2)'W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' FROM CENTER TO ENO. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' 2112) SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 218 P.T. PLATE W/ 12d§ W STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2(4 SECURED W/ 10d%@ EACH TRUSS TO BE INSTALLED @ 10'-U' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE31W 1 `0' NOTCH DEPTH 1/4'D �i HOLE EDGE THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETTERER DIAMETER <2/5"D SGL STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN ONLYNLY EDGE >5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS ,,---HOLE _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM, HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE D PLATE < 3/51OBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING �1 AND BORING LIMITS 8 SCALE: 1 12"=1'-0" ALTERNATE MATERIALS__ SCALE: 3/44'=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 W W W.Bbdesigng p.com L AA #: 0003325 aysDiv as LOT: SILVERADO LOT 25 BLK 18 PROJECT* 04128.002 25181 MODEL: 4EBB "1828-CALI" GARAGE SW MG: LEFT PAGE: DETAILS 150 MPH EXP. B DACE-" 04/08/20 SCAUM 1/4"=1'-0" BBEET S3.1A PRE-ENG GABLE TRUSS 2v4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-9" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING Q VERIFY SECURE 2K6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 117' DIA ANCHOR BOLT Wl7' WASHER SET IN HIGH STRENGTH EPDXY 6'MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2K8 P.T. PLATE W112d's 8" O.C. MAX CONC.POUREO LINTELCOURSE CONT. 2K4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-8078 FAX-407-7744078 www.abdas1886ro+P.— AA #: 0003325 I! Ia. 1 4 6 a 8LJHDIV. do LOT SILVERADO LOT 25 BLK 18 PROJSCT# 04128.002 25181 MODEla 4EBB "1828—CALI" GARAGE" B VfMG: LEFT PAGIG: DETAILS 150 MPH EXP. B VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0' O.C. MAX (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0? EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER S TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 1 30'-1" TO 60'-0 (3) "X" BRACE "X" PRE-ENG GABLE TRUSS h 11 (1) BRACE 0 CENTER "X" \ .1 (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2z SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ e (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE U I "ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1X2, 2K WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2z SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, UQ SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 24 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2)12d's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L SCALE: N.T.S. 1 W/ HIP RETURN SOPS ''0 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdosigngroup.com L AA lk 0003325 ;at h t u • O 5 -1 8UDDIV. Ae IAT: SILVERADO LOT 25 BLK 18 PROJECT* 04128.002 25181 UODEL- 4EBB "1828-CALI" GARwGE 81rMG: LEFT PAGE: DETAILS 150 MPH EXP. B w 9 q I I onBtE.ero HP- x A fF ROOF WIND DESIGN PRESSURES NET (GROSS) AscE7717 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT -- 0.18 ROOF DAPI HtAOM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE N4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2 10 0.120' 170,000 RING SCREW SHANK PER I RINGS ) PER NCH) 8d SCREW SHANK 210 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 9 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/7' CDX OR NUS" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES ........... a z9 �z (J .0 z Ij ' ZN z tw7 0 W z I U) O v z M , Q_ � 3 M z I a C7 (0U W It a cW�066 N t2 a O g z SW m D z 7m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. omcER OR TRRUSS Em NUM ��.1 mmmmm mm Emmmm ,M -- -_, `t I, BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6' O.C. IN FIELD CBd RING SWANK GUN NAILS G 1Z' O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS Q 1Z' 0.6>)N FIELD J\ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MUOMUM AGGREGATE SIZE SHALL BE a r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND B%ALRENRNfffD Wow:ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE CONCRETE E7<P0.4®TO EARTH OR9YFATFiB2 NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC- R 2017, 81b EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3M'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1 WO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIERAEMBRALE UNDERALL StABSONGROIMA WHERE 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 DRAWINGS. SEAMS LAPPED5 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED 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 F0RWVV0f K: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSENMERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0 42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN IS' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, BN 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 STRUCTURAL. DEPENDING PROVIDE SOLD BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SVP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUNS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTORS VERIFY ALL DIMEN ON PRIOR HALL S S TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: UVELOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -nmto wmrt 10 psf BTM CHORD narcpncu nt DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 pef w/ No GYPCRETE) 10 PSI BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1OW BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 Pcf WELDED WIRE MESH. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM AS15 GRADE 40 IN CONCRETE DEFORMED BARS, RE13AR SHALL BE ASTM A815 GRADE 00 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SWILL LAP B x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36' #5 BAR - 30' 97 BAR - 42' PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE FROM MANUFACTURED E EEL 44 MEETING THE REQUIREMENTS OF ASTM A8, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. STD. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND TPIM(TCA SCSI 1" 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 WITH ANSI ASO.1-1982, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. NAND DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. 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 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 20W, GUARD IN -FILL COMPONENTS: 5W, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5W, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIGA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW. "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE STTMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSSIBLEIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY -OP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 6' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM 0.270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH 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 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 ksi. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SULK. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TUNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT CONCRETE SLUM%ML NOT EXCEED 5`4 PROR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUOEMBNTS OF AG 301 AND ASTM C44 OR MEASUBNG, MD(ING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, JSOLTS ARE TO BE STEEL CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FRDM WHEN WATER IS ADDED TO THE MX UNTIL If IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR AN REASON THERE IS A DELAY W SUCH THAT A BATCH IS HELL) FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTIH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 7 FOR CONCRETE CAST AGAINST AND PEMMMERTLY EXPOSEDTO EARTH(FOUNDITION3): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12' FOR 116AND SMALLER 2"FORN AND LARGER C. FOR CONCRETE NOT EXPOSED TOW 314' FOR SLABS, WALLS ANDJOISTS I-12' FOR BEAM AND COLUMN PRIMARY REWFORCE ENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER 1wPLlcnnoN size ttPE nPRICnnON aze ttPe sPncING AeMnnxB :2 Pr rursBNoro funsarrx lcoNc. use Mwxoerm o>tL NNL+fmLarvG. �� enPAGe 000Raxx oMnsormlvxc Mean NownaEv rWNxW MNxxxtr Poti ?eMem��ermoxsr., easr. scope. Exr.aoons x T, SEENOIEB cnseMwxce,wowB f1?LONG. Pac STAGOmm Noaxmmrovnsrwm �IMOMnHO1FVAYxNO. onav;E GooA euac TO Mn9O1Kr,CONC. mow vu 1Wn911ER e,wnNsaN mLr 2-ac eMBm.. s••eroasT., 3'EOGE GIST. wtrax»v auac cnsE RNloermorL Pac wvrooWmoow Pns,wm METBL siRnP To CONTACT THIS ENGINEER FOR SPACING 1a PT, BEErarEs '?LONc. er"c°ERm Mns'"`rv'm"° Mns°Nrx'c°"c REQUIREMENTS ExT. eWWG ODON 91x2(d Pi.9EENDTE6 (2)2HB9A NO WARIER TnFNN• T0.4rNFR 19.00 if?EMBm.T9Y,. dsT.,f t?mpE peT. NONdENBM WOW WgLy TOOONC.aAB f? FXP 90N �EMBEDfETA WI Wna1w BOLT ]P OC 015T..PEDGE q.4i. Pd P<WINOOW aMX 0.138•PnF�2 VB• PO�C A•ENO. DISTT,f im O STEER COL..9EE WI WnaER STAGOwENOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS Z FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND OR NGA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2, MEMBERS ARE SECURED VV TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdeskgngmp.com AA /: 0003325 J 8 u 4 a a m d sumxv. at Let.; SILVERADO LOT 25 BLK 18 PROJECT* 04128.002 25181 1[ODEL" 4EBB "1828-CALI" GARAGE STIFMG: LEFT 1PAGE: DETAILS 150 WH EXP. B V. •