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HomeMy WebLinkAbout35526 Stella Vast Dr99 1828-4EBB-CAL199 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATEIUL ZQZQ CITY OF ZEPHYRH PLAN EXAMINER Is 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 . RD A BIMMW CODE, tfAi, em EMN (8017) •Au. wcAt. AND se�Te CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB INTERIOR FINISH - CLAW B BASI •C WIND SPEED - Vult=t50 I�H VEIa=11e WH '�S _ B •1-STORY � •2-STORY RESIDENCE - Mg. HEIGHT AS PER IDCAL AND STATE CODES ASV. A/C ADJ. AMP. BD' CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DID. DIM. DISP. DP. DR D.S. DTL. D.W. EA. ELEV. EQ. EXH. EXT. e:cF FIN. FLR FLUOR FR DR FIG. GA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. t Hlnil HGT. OR HT INSUL. INT. ABOVE AIR CONDITIONING ADJUSTABLE AMPERAGE BaOAARDRLBE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TE,E DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIIXEEDGLASS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HHannen °OCORE HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MIN. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLY. P PRIL P.T. R. It AD. RA. REF. RM. ILO. S.C. S.D. S.H. SHT. SHTHG. SHWR SiL. SL. GL. STD. SwS TEMP. THK. T.O.C. T.O.P. T.G.S. TYR U.N.O. V.P w W/ WD. WDW. W[H W.I. LAVATORY LUMINOUS MEDICINE ECCABRIN T MINIMUM METAL THRESHOLD ED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRRL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SLIDING SLIDING GLASS STANDARD SHEARWALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DEBCREMON OM/m CDs 18EIED ARCHITECTURAL SHEET DESCRIPTION 2dT Fx I�DAtE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL 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 WA8—WALL ASSEMBLY DETAILS &%/* CD*Rt:-WXD VMWIS SIDING ELEvAT0*ADM 0346/IS CDs RE-I�D 04AW FOOTWIREVOICNPERKaOM OSRTAS COS RE- D mmm ADDED a�LEeeFGntFr¢arGae�r.EOEraLtFORrr�rERa� 01/JM PLAN MAINTENANCE 03RSAS FIEVS!!D LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 &44AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER FULLBJ BATSON (EL SQ.FT. CALC.'S 0444AB REVISED HVAC VOLLMES ON SOFT CALL SCHEDULE (MLBJ 06/12AS ADDED M<TERIORMONO DEEPFOOTER' DETAIL 2/& A (OR.) uvING 1828 SGL FT. GARAGE 430 SOL FT. ENTRY I6 So. FT. LEI $a FT. TOTAL 2'�2 FT. 064M ADDED LED LIGHTS • KITCFffN 4 BATH PER MARK BALES VINYIS ADDED STONE OPTION ELEVATION C 1 D (TAMPA) �VIS ELEVATION +G' SIDING -ADDED LAMER a GABLE ROOF �� AUDIO OPT. 8'-0' CEILING HEK.HTS OLIOVM REPLACE USP CONNECTORS IIATH bPV5ON CONNECTORS 04AVM REVISE EWAA NT RADON"DPIEWONS 04/MW OPT. W-O' CLG. NGT.- ADDED LED LK+Hr IN FOYER 04AMV A� 5'-0' CLG. HAT. ELEVATION 'C'• REVISED HEIGHT OF ARCFXYAY ADDED ELEVATIONS V N W(ORL) STRUCTURAL SHEET DESCRIPTION 00440 ADDED ELEVATIONS rIG'-i'IFN'•TB'(ORU PG Sl—FOUNDATION PLAN PG SLIA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SNl —DETAILS 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 BURR THIS 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 DESLGN GROUP WILL RESPOND TO AIL WRITTEN RFPa IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www abdeslgngroup.com L AA r: 0003325 , 8 WNW W ViTT7 SUDDIV. k LOT SILVERADO LOT #30 BLK. #18 PROJECT 04128.601-30181 MODEte 4EBB "1828—CALI" OARAOE OWD40: LEFT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPUANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) &h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. Z WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHIES 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 LM SHEET STEEL V MIN. 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 8 TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE MID 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 -INCH 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 F INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 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 ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIIJ N 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 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 P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 8 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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 EKtERIORRNMM 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 8 ASTM-C1063-12a 3. LATH 8 ACCESORIES PER ASTM-C-1063.11A 6 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-C1063 -15A AND R703.7. UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4" TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / 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 81 LONGWOOD, FL32750 PH:407-7748078 FAX: 407-774.4078 www.abdosigngroup.com AA#:0003325 Will b OUSDIV. & LOT. SILVERADO LOT #30 BLK. #18 PROJECT# 04128.002-30181 MODEU 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DA 6/09/20 SICA IX: 1/4"=1'-O" >lN.EET GN V+ mI -- o'rttttl!o o!Itttttttttlo9ttllttttt'o o'ltttllo � r r r r r oo O r r r O � I � r r r r r r r r r n 1 0' p ollio—�..�� o�itttttl�o r r r � r r r r r 11 1 r r r r r r � � r r r Em �' � �►si� 1' ;1 r r ME IIIww� n o � r • 1 :�/ �■: 11" V ' r 0 0 : r r 0 • . EIOLLARD r r AS - Ea , o r - - GARAGE �. • r • r FOYER r p a .., p rCIA. . r m'no olltttttliO oiltttttlio oltt110 Io;ittllo �) f� Itttttttttttl i SQ.FT. CAM'S LIVING 1,828 SQ. FT. GARAGE 430 SQ.FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2,362 W. FT. OOYPOIEIIf MD CLA,M8 ID LdIDB etc tlo ov�09UE Row a OM au9la DOZE tO1P111111DMO R9W10< MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR 6UANG 18 5 24/-31 DR. MIN. CRITERIA SAD. MIN. 41 5 23/-2S CRITERIA *010 O.N.D. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMONISOM L. TOP PLATE O m BAR DETAIL ARCH DTL. (,)ARCH 1/1 • 1'-0' FLOOR PLAN SCALES 1/4' " 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR UV RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 15E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS, 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.00m L AA #: 0003325 7 r 0 eunDm a X'Ozil SILVERADO LOT #30 BLK. #18 PROJECT 04128.002-30181 UODZIU 4EBB "1828-CALI" GARAGE 8WMO: LEFT PAGZ: FLOOR PLAN 150 MPH EXP. B N DAR Zr 6/09/20 ECA .Z: 1/4"=1'—O" B*Er T Al -/-1V-0' BLDG. HOT. FYPON LV12X24 ----------- OR EQUIVALENT SHAKE SIDMG AS SPECIFIED (TYPJ 4' FREIZE ELAND (TYPJ � 12 6' TRIM — BOARD (TYPJ 6' RAISED — SAND (TYPJ S'-8' ERG. HOT OPT.COACH LIGHT S'-8' ERG. HGT.o, 0'-0' FIN. FLP eo UP t FRONT ELEVATION SCALE: V4 . V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHMG AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT AREAOFATTIC = 23645O, FT. NET FREE VENTILATION AREA REQUIRED - V30D REQUIRED VENTILATION AREA = 2364/300 = 7.88 VENTILATION AREA SQ, INCHES PER FT.(144) = 1134.72 SQ. IN. IVIN.REQUREDVENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.3E SQ, IN. OFF RIDGEVENTILATION AREA = U5 SQ, IN. FERVENT 567.36 /115 TALOOF VENTS REQUIRED = 4.93357 roTALBOF VENTS PROVIDED = 5 •AREA OF ATTIC ISTHE PERIh6TEA OFTHE HOIKE, IESSTHE OVCiiEIANG EXTERIOR OF WALLro EXTERIOR OF WALL, NO OVERHANGS INCLUDED 44-6' ERG. HGT. XLE M11 OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH Y-W ERRS. HGT. a r- 0'-O'FIN. FLRI-_-_-_-_-_-_-_-_-_-_-_---- _-----------_-_-_-_-_-_ _ ,oO O IJ OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNISH OFF RIDGE VENT 'a 'v � r v ------ ------ RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH U ADECO. ' SCALE:1/2.1'_0I/1 .I�_O 1'-m' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-774-4078 www.abdeslgagroup.com AA M: 0003325 A y r 44 c fill a It eUDDIV. as LOT SILVERADO LOT #30 BLK. #18 PIiOJECTM 04128.002-30181 MODEL 4EBB "1828-CALI" GA1tA0Z >lWXNG: LEFT PAGE: ELEVATIONS I'D" 150 MPH EXP. B 5 8CALE: 1/4"=1'-0" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES loV OUTLET 20 APT SNUB role IIOV OUTLET IW OUTLET VJ OF OUTLET RAKED TO B UTC64 aFI IIOV OutLer AULI N �Ee (TAM M $WWANT TYPE) 220V OUTLET (4)I COMEIGT N OR. wATMW4wor OUTLET GOMM FAULT NIERKEN•IEe OUTCN MUCH 9-WAY OPER $4 EWTCH 4-WUY OPIA I,fl �/ LII11101MED CEILING. LIGHT © LED CIA LIGHT LED VAPOt GYP PROOF LOW O T?A VAPOe PROOF I. OQ REOMStD CAN eVMIT. PAN Ian FEB MPT. VETT. PAN IINLRIITf I OM PER S4 fT. v PIx1UE raPEO'a Two Br uAeAl• ® ��IIyGHRf (INECESEED) AROUND • AIeoIND (BlIp.AC! MNTJ -� 2' NMOREaC W 4' RJIOPUNCNR ••o-�"�• C V TRACK LMMT O PANEL P M SMIDE =Twrom rti 1 w•1 WALL PICUN1ED INgQ De7fC7'OR MATT. MAgAdr- Wr.INA� ® 8/GO `com Q'� Cor,= MYLL Y A DISTANCE 1 OF NOT LESS TEN 4' FROM BALL MMANT LIGHT !MURAL ads Com ► TELEPHO M JACK 01 WATEe NEATER DRcoraacr TO IY ELRVATED O C01D�"T10N "G�� To BE WW M AW ON FE TELEVISION JACK O TOME suproRTED N ACCOOANCE III, EON J-BON NARKED AD SUCH FOR LNG BONt CM. PMA.MHt To BE*yqRIED IN ACOORDA'TCOAMME I nAAEED All 4luw role 24• Ncaoe KNIT LIGHT STOP �GG6G4 """ LIGHT STRIP enn® 4S• NCAMONOCENT LUMT STRIP FLOOD LIGI(f KP OPT. amen KEYPAD HE PA PUB4.BUMON I=cwm OSB 1.Olef • LOCATION OF TV JACKS A PION! OUTLETS 4 PANE TO BE VERlEE7 • HOtSOUNM PM -CONSTRUCTION PRUM& • ALL B A 20 ANT BRANCH CNeMTS TO EE ARC PAULT PROTECTED PER ELECTMCAL PROVISIONS OF MM S1M EDITId r70T) A NfG 21012 20A EDITION. • 20 AMP D®ICATED LAUORY CMMUIT. • am . ISLAND (Nat ON KITCHEN C"NUIT) • DIOEANER DUCOlECT TO Be LOCKOUT N PANEL • BATWPIOOr EXHAUST PAN TO WAVE PAL CAPACITY OF E0 OTT NTEMMWENT PER ELECTBCAL PICVINONE OF aeclI N M19019 PPJG ATu EDR 61 r2esTTt • LAUNDRY ROOM 1!G!!'fAtX.E RACE B6 47ROND PAM-T CIICW-WOMV%N'MR PROTECTION FOR RRSOMEL ON FEEDERS UARNG METHOD GALL BE NON METALLIC CABLE PER ELECTRICAL FFOVINWM OF IO•IS • ALL WOW TO COMPLY WTN ELeeMCAL Plev4 O TE PWA AT4 MID (26111 ' TIIL OP I IQMTNS MMT ME ENEnr Ie.Nf�R 7VTE P!M CCNMRIsoffia N NTIAL eNM1l4Y MMQU OPT. COACH UGI•IT --------------------------I/ ELECTRICAL PLAN SCALE. 1/4' " I'-& MTD. L*14T TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN LED LIGHTING C�? SINGLE LAV. • BATH 4 ItiLt I I I I L i I I 0 I I I m I I I � I I I I l � I I LED LIGHTING @ DOUBLE LAV. OWNER'S BATH ®mEm�aum•a�m ®EOEt7•�OEEUEI ���IO®® Elra��_.��mmm� MENOMONIE mmm�RR�m ®®o�.T�mo mE®EEE�L^T�ED®® ®00�0© 0 ®OO�OEY Sa ®aE a�-.,�oma® mm nm mmm= O® ®amour ®om�^'�om m ®our our BETIO 0 RR®ISEE7L:. 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OVEMLOW COMIBNATON SERVICE DISCLN4CT AND EO A1•P oon T M C PETER INNOU JIM NCLOSIJM M.O PANEL TaLSP11DE SBtVICE CABLE TELSVEION eEERRRM+GsL ERNIRA/If.7 vamp"" BONNO AT LOWN MRCOMMTIONS 1 M CU SEMIGE GROUO COMRCTED TO CONCPIM E4CAM POOTlR STEEL FM ELCOTICAL PRovooNe a TM CNG6.GW fQ012LUMM1 sir' DIA % • PT LONG COFFER CLAD GRO PP ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.00m AA M: 0003325 J 1 1~ 17 a O b is 1 !;Z40 svnDly ae LOT SILVERADO LOT #30 BLK #18 PROJECT/! 04128,002-30181 MODEIA 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B DATE: WT 6/09/20 BCA=: 1/4"=1'-0" siIEET E1 y PLUMBING PLAN SCALE, 1/4 . I'-0' 2' V IQ KITCHEN SINK Wu >R� 1/2' AUTO VENT LLAV � WC3 j2 rI I Z.3 SHIUR /� JJ I/1' y 2 WASIER 2 2'-I1 I�fl I� TUB Lavl l� ! PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www,abdesigngroup.com AA N: 0003325 J 74 � b b e fi2 >StMDZV. & LOT SILVERADO LOT #30 BLK. #18 PROJECTIy 04128.002-30181 HODEU 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B i! AN 8CALE 1/4"=1'—O" l FO HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL DE SEALED WITH GLASS PAID 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEUIER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603U 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % 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 MC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DRIP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM ? AIR RETURN ON AND LIQUID AIR SUPPLY GERANT LINES AIR HANDLER WALL tEXTERIOR VC CONDENSATE DRAIN LINE EVAP. TRAY LEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM RETUCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL -- FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //�- WADE 8240-K X*AM 56000 INSIDEH SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN —OUT (TYP.� LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TF&W — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR 000 O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT ED PASS-THM AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPC4111 CONUNIIT�R SIMPSON WO ROLL STRAP OR EQUAL 4' CONCRETE SLAD SECURE STRAP TO UNIT W/ (2) 18X1 1/4' SNT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'Xe' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED LEE NEXT. GROUND CLEAN —OUT (TYPN MECHANICAL PLAN ALE. 1/4 • P-O' NOTE: ALL MECHANICAL EQUIPI'1 T SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngrouP.com AA #: 0003325 J 1 Vr F y b b � a 5 SunniV. Ae LOT ll SILVERADO LOT #30 BLK. #18 PROJUCCT# 04128.002-30181 UODs� 4EBB "1828-CALI" GAPt"Z BRING: LEFT PAGR: MECHANICAL PLAN 150 MPH EXP. B A—I&r 6/09/20 SCALD: i/4"=f-0" az' M1 2X4 TOP PLATE PRE -PAD TRJ86 CORER sua V!- Tmm t COAT I/!' CLG. BOARD �Tp AM aftmm D"ImmT TO MMCNlr bA FR. YC ATTACH® TO I,N.L NOTE; STUDS IN 5' DIA. SLEEVE, CM.L Al PDR PARTITIONS SUPPORTING DO NOT CUT SAL et¢ W' DRYWALL WALL HUNG PLUMBING MBAR '"� RK IioD 1441 N. RONALD REAGAN BLVD FIXTURES AND WALL PIPE WATwM ~ LONGWOOD, FL 32750 CABINETS SHALL BE NOT �►� Mcuunl a AMM MY PH: 407-7748078 LESS THAN 2x4, WHERE BOND �' O NOT CUT 1'.cree`DroReA�ut SPACED NOT MORE SOLID GLUT THE BONO °iYv'"� DOO1""'�' FAxao7-77aao75 BEOJRE BT. 2X4 WOOD W/ (I)- "5 BEAM 'r TMc ro n www.abdealgngroup.com M PLATE TO SLAB STUDS A24• THAN I&- O.G. OR, NOT _ ezo w. onao ,urs FDR AA a►: 0003325 oc (2) COURSE REBARS FROM= aA:v.eTNA oveRaA000we W/ Wd MASONRY LESS THAN 2xb, WHERE -- API•ROVAL RM. V[RTx:AL TRACK Y DT OM1CI!! 174 174 FIBERGLASS SHINGLES OR SYNTHETIC R905.1.1 ON }' OSB. PER STRUCTURE DETAILS OVER �30 FELT PAPER OR OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' COX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION RW5.0 PLYWOOD SECURED PER INSTALLED PER SECTION PER SECTIONTR505.ID.1 ON I}' O.S.B. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRKeHTa SHEATHING ORO)' COX ON I}' O.S.D. SHEATHING 9/S' GYPSUM DOA OR �' COX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR p CDX PLYWOOD OR I/2' HIGH I'-0• I'-m' SECURED PER STRENGTH CLG FASTENER SCHEDULE rYP. —PRE-ENO WD.TRIM TYP. FASTENER SCHEDULE BOARD RIEFERIENCE MTL. DRIP EDGE 0N. O.H. MTL. DRIP EDGE STRUCTURAL2x FASCIA PER PER ELEVATION 2x FASCIA PER 4 ELEVATIONS ////// ELEVATIONS lu SEE ENERGY CODE FORMS CONT. 2x RAT RAJ SECURED PER O PRE-� TRUSS INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE PRE -ENO LADLE tRU88 REFERENCE STRUCTURAL MTL. DRIP EDGE WEEP BCp SEE ENERGY ION R-VALUES POW16 FOR NG._ WEE-ELADLE TRUSS 1,,0- PER ELEVATION PER ELEVATION WE SCREED 2x FASCIA PER TYP, 2x FASCIA PER ELEVATIONS p,H, ELEVATIONS 2x P.T. SECURED 5/5' 6YPB1A'1 BOARD OR I/2' 2x P.T. 6EOURIED R-4.I INSULATION STRUCTURAL DETAILS L8 STRUCTURAL DETAILS VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH CLG. BOARD �WINDOW ATTACHMENT AS PER MANUFACTURESSP SPECIFICATIONS R-4.1 INSULATION V2THICK, 2 COAT REFERENCE WINDOW ATTACHMENT AS PER PCEMENT STRUCTURAL MANUFACTURES SPECIFICATIONS PLLASTERASTER APPLIED RENGE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS 24' OC. 1/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING e' cm PLASTER APPLIED PS a •BD GYP I/2' THICK 2 COAT F'ORTL DiREGTLY TO MASONRY 1/! THICK 2 COAT !1 III CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. ASTER WOOD CNRI DIRECTLY TO MASONRY WOOD BASE APPLIED DARE DIRECTLY TO MASONRY 0 -0� — — 0'-0' FIN. F-R 0'-0' FIN. FLRIL — q0'-0' FIN. FLR ° a e' cm ° W/ .a: WINDOW OPENING TYP. WALL SECTION W/ a WINDOW OPENING TYP WALL SECTION ti B H B NO OPENING NOTE: N�NG PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12 A stMDIV. & r oz'' SILVERADO LOT #30 BLK. #18 PROJECT* 04128.002-30181 MODEL& 4EBB "1828-CAU" GARAGE ISTrMG: LEFT PAGE: DETAILS 150 MPH EXP. B 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1-STORY GABLE BLOCK WALL D1 SCALE. 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-m' ' OF 4:12 OR GREATER (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6ir7i 6/09/20 sCAL,E: 1/4"=1'-0" sFIEET D1 mm 2X6 P.T. a CENTER OF DOOR HEADER SECURED IW (V V2' X S' J-COLT WV 4' MPL E'BEDI'ENT UV 2' X 2' X I(B U14SER t NIT OR UV (2) 112' X S' ANCHOR BOLTS YV 2'X 2'X VWUMMOR 4 HUT SECURE 2x4 CH RAT TO MA ® W/ MASONRY NAILS. 2X5 *ARAM POOR BUCK SEGNKD W/ (0) V2• X VJ-BOLT OR ANCHOR ® BOLTS. UV 4' KK EMBEDMENT, L V 2' X 2' X 1. WA"M NNUT.(U Ull" i• OF TOP. (U WITHIN V CP THE 8711 (5)EVENLY SPACED. ® ® 0 121 19 m NOTES. ALL ANCHORS SWILL BE N ACCORDANCE TO MANFACTURER'S INSTALLATION INSTRUCTIONS 0 Em e,a.: WaTw)ena,Y em,, a� GARAGE DOOR t BUCK ATTACHMENT �c.NLL N••F-�• B' cm rrlY DRYWALL I'X4' OR 170' P.T. NAILER Tf Ix4 P.T. OR 94X4' MIN. SECURE THRU FRAME 4 EXTEND I Yi INTO 6LOCK W/ W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE "0 MIN. EMBEDMENT IY4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +8/4 AN, UDIDOM TO BLACK + 4 R +5 4 E, N.T.S. 2X4, m SECURE TO BLOCK W/ Vw* TAPCONS OR (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 E' O,C. MAX SPACNCT. 2X6,m SECURE TO BLQPK IWJ-%' TAPCONS(MIN. ebAW. SIZE l45 MR HEAD SI21?Q m MR EMBEDMENT 149 WITHIN W OF EACH END 4 g. CM 18' O.G. MAX SPACING. )J' DRYWALL 2XS,m I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK W/2-Vo'7D= CASING TAPCONS (MIN. SHANK SIZE J45 MM HEAD SIZE 300 JAMB OR WINDOW MIN. EM15EDMENT 1 Y49 4 TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. B• OZ. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1- in1 ODIDOW TO BLACK +1-11 " E, KT . 2X400 SECURE TO BLOCK W/ N1i►' TAPCONE (MINI. SHANK. SIZE .145 MIN. HEAD SIZE 300 MIN. EMIDEDMENT 1 Y4 ) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 7X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCKUV2-%' NON-STRUCTURAL'lb,' TAPCON MIN. IY4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMN MIN. EMBEDMENT 1 Y4) DRYWALL WITHIN W OP EACH END t IS' O.C. MAX SPACING. 'X4' OR DO' P.T. NAILER 2XS,Imo SECURE TO BLOCK W/2-j(a' 116' OA.8. X 4' MIN. TAPCONS DOOR CASINGS(MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-IS 1¢' in\ 111NDOO TO BLOCK +1-18/ 8 ALE, N.T . 2X4,m SECURE TO BLOCK W/ 2V TAPGONB (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MR EMBEDMENT 049 WITHN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IBM OTC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%, NON-STRUCTURAL 1)(a' TAPCONS TAPCCN MIN. I -A' (MR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. CMWITHIN VOF EACH END t WALL IBM OC. MAX SPACINGR PX2' P.T. NAILER 2X8m2CASING SECURE TO BLOCK W12- TAPCONS (MIN. SHANK SIZE .145 *�__=ATTACH MR HEAD SIZE 300 JAMB OR WINDOW MIN EMBEDMENT 1 Y4) TO 2X PER WITHIN 8' OF EACH ENDACTURES DETAILS. B' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) JAMB BLOCK TO BLOCK n E1NLDTOIO . 2X4m SECURE TO BLOCK W/' TAPOONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN B' EACH END t NOTE, STRUCTURAL 2X IBM O.C. MAX BPACMG. MST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR I)(r' NON-STRUCTURAL %' T TAPCCN MN. 1-X' (MIN. WA SWANK SIZE J49 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 1 • CMMK EMBEDMENT 1 Y4) YJ' DRYWALL WITHM VOF EACH END t X4' OR PXV P.T. NAILER 18' O.C. MAX BPACMG. ❑ 2X8® SECURE TO BLOCK W/R-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END • ATTACH TO 2X PER IV OZ. MAX SPACING. MANUFACTURES DETAILS. NpT bIR Y N®�D i01'Wf JMf /OO NOT pCOD x'/ DOOR JAMB TO BLOCK +3" WINDOW -TO BLOCK +3" Ek,!VOCALIE. RTA. 2X4m SECURE TO BLOCK W1 W TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL )Xr' TAPCON"IN. SHANK SIZE TAPCCN MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I49 8. CMWITHINW OF EACH END t Yj• DRYWALL ID' Or -MAX SPASMS. 2X8,m ❑ 1'X4' OR PX2- P.T. NAILER SECURE BLOCK W/2-i(a' 2X SECURE TO TAPCONS((MIN. SHANK 81ZE STRUCTURAL MEMBER 145 W/(2A2d WITHIN VOF EACH MIN. HEAD SIZE 300 END t b' TO VOr-MAX MIN. EMBEDMENT I Y4) CASNG WITHIN 8. OF EACH END • DOOR JAMB OR WINDOW IW O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F +" AL , N.T . 2X4m SECURE TO BLOCK WOW TAPCONWMM. SHANK SIZE 145 MIN. DEAD SIZE 300 MIN. EMBEDMENT OW) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX 8PACMCs. SECURED THROUGH 2Xb,m NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCCN MIN. I Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN VOF EACH END t 18, O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XSmo SECURE TO BLOCK W/1-1/4' %' OAB X 4' MIN. TAPCONS (MIN. SHAW SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW WITHN 8. OF EACH END t ATTACH TO 2X PER 18' OTC. MAX SPACING. MANUFACTURES DETAILS. Nm, sm mwww ro nus. ten NOT 06'wp) DOOR JAMB TO BLOCK +3-7/18" G W TO BLOCK +3-71B" E, N.T.S. 2X4,m SECURE TO BLOCK W/Yi TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X IBM OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-BTRJCTURAL 2Jb' TAPOOHIS TAPCCN MIN. 144' (MIN. SHANK 61ZE J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE "0 MIN. EMBEDMENT 1,1449 8• CMU WITHIN 8' OF EACH END t Jf• DRYWALL 18' Orl MAX SPACING. ❑ I'X4. OR I'X2' P.T. NAILER 2XS® SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCCNB ING (MIN. SHANK SIZE 145 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR UINDOW WITHIN VOF EACH END t TTAC 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H A TO IA K +3 9 4" E, KT . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 1 � m gg aUBDM Ae LOT SILVERADO LOT #30 BLK. #18 PROJECT 04128.001-30181 MODEL.• 4EBB "1828-CALI" GARAGE aTRMG: LEFT PAGE: DETAILS 150 MPH EXP. B 15 1 SICALE: 1/4-=l'-0" 1 m PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/20ZO 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 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 2017 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 12/31/20ZO 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 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 10441A 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 30655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 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 12/31/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2027 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 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 10477.117 JAMES HARDIE BOARD PANEL WALLS 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 12/31/20ZO FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/20ZO FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 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 CONTROLDATE:O6/01/2020 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774,8078 FAX: 407-7744078 wwwabdesigngroup.com L AA 8: 0003325 c C � b StMDIV. S. LOT: SILVERADO LOT #30 BLK. #18 PROJECT* 041 .002-30181 MODEL: 4EBB "1828-CALI" GARAGE STaNG: LEFT PAGE: PRODUCT APPROVAL LISTING %150 MPH EXP. B rpluNT DATE: 6/09/20 scALE: 1/4"=1'-0" 9IiEm D3 APPROVED BUILDING SHALL BE LAPPED A MNrW OF S' • VERTICAL LAPS (ROLL ENDS) l S' • HORIZONTAL LAPS. 4'a4' SELF-ADNERNO MEMBER" PLAOMNS (COMPATIBLE 8V MOUSE WRAP MATERIAL) OVER 4 ALL SEAMS NEED TO 0111 TAPED LATH VERTICAL LAP TO eE P APPROVED HOUSE YAE.AT•. WTM FORTIOER SNEATMM6 TAPE \ R.ASMM3 TO EXTEND ONTO PIPE � / \ P OR LEM PIPE ��� •'xS' SELL-ADVRpler T'Idf'DRN'Y PI�°POR"ED CONTROL JOINT �' \ PTWICK COAT CEMENT PENETRATION KAWMAT! WOLIGE AT�R� MATERIAL) OVER 4 .. / FLM16E Q CONTROL JOMT6 T \ LABTERB t SlLF R� 01 ME WIRED TIED TO LAIN • W \ URp LAYER 4, POPrrPMRPLA6WM OVERAPPROVED OG. MAX lVERT.l. !lOV.L DO NOT P4ISTEN CONTROL JtOMT To DUILOM , PAPER / r nM LAr . r'rx LATH \ WOLISE " "• '' nn �oT IOCTmdo aNto PIPE 1441 N. RONALD RFAGAN BLVD uIALL EVEN IF STW EXISTO LONGWOOD, FL 32750 EIET'OND DOCiPf STAPLES w APPROVED METAL LATH PH: ao7 74-40 8 LEG NO USED NTTO TEMP FAAe SUPPORTS (VERTJ oL. MAX X X x —\mac)( — — — - FAX: 407-7744078 DURMO MSt4LLAtION CUT AND OVERLAP Offi SIDE OF www.abdeslgngrouP.com t0 EE SPACED FASTor Ulm LAYER ti STUCCO uIEAP 1 —7� T'ETAL LATH PLASM M[RIN6 T'®'ASIIA7'IE IiASNEV6 CUT AND OVERLAPONEGIVEAA N: 0003326 • r on rIA)(vEltrleALLY M WOOD SSlATNM6 I gTEP 5 EP ('2 R,,�pn,MILLIE-ADM'" T I Um LAYER % STUCCA WRAP I TMIrx a COAT ca eNT17 ASTER Ulm LAYER R STUCCO ~ ... p . s - f5Y r •,.;c '." - ' 7 ,:,x.,,•.' , ,i' h `" } as •'•.. '-�k ' • Had P me r / UAm LAYER 7. FORTIIEER I Ulm LAYER 4. FORTIFIe[R OWLDM6 PAPER WEO LAYER •2, FOETINOER ��� ��/7� MTALPULOS PAPER ' :: FETAI. LATH =-0 mrso TIED AT EACH SIDE. x / `� ' MAXI MR uTN M R-ASNIIG TO EXTEI� ONTO PERE PER ASTM GIGS3 / PROVIDE 2X4 OLOCICM6 LAP. �• wsR PLACED FLAT S' TO S' ALL LAP PP M CONTROL JOINT U3EPl camnwL JOIN FALLS ON LNOM ASTENER6 FOR LATH TO WNA L OR i STIRICTURAL STUD Ili' CONT. DEAD OF SEALANT INSTALL APPROVED HOUSIMPAP AIR -FILTRATION BARREN OVER STAPLES IN To No. 1) ASTM G PM SMEATMUN� 2. WIRE TIES TO OE (NO. W 00410' WIRE / � — 3. SLOCKM SHOWN MAY NO IN AODITIOIj \ ELASTOM M GOATM6 OVER $71=401 TO WW.L STUDS REOWRED PER PLAN / CV. PINISM (SEE TYP WALL SECTION) VERTICAL LATH 14 J — a a a & PAPER DETAIL SECTIONPER SECTIWI R>Set SNEATMM6 Est corriplY partlantl nt plaster SIDE LAPS OF METAL PLASTER OASES SMALL mgWrenNnte d ASTM C 926-121 m SECURED TO SUILDE0 •, nst Instelletbn d exterbr I9ItYtg end Remin9 TYPE CONTROL JOINT THEY SMALL eE TIED PAPER FR(Y' IM M �' slWl xixt ASTM C 1 and 2A P41 ADETWM SUPPORTSWTH O04TS-IN. (III -MIN) STUCCO V LAP. LATH" WIRE AT INTERVALS NOT s• LAP. PAPER MOM TMAN E' (2mmm). AS PER ASTM CIea3 "M.061114104 .A '°)l PIPE PENETRATION DETAIL (FRAI" fE) _ ®►alo 3A® KICKOUT IN WP L AIR c , TEAR° AM HORIZONTAL LATH N.T.S. ® DETAIL MAY W PPAT D & PAPER DETAIL uulNDueE URAP TAPE PER m~l SPEC on TOLe PEEL 4 STIOC sY OLIALD NYNO. ® LFaLO NWYC • Pf. A WOOD SHEATHING OR CMU Pr. A f. eat•.w • rK. s ; WRB LAYER "I, a cwAAE . Pc E a asuE . n. c rx STUCCO WRAP (FRAME ONLY) t . C OVER! R. a Mt. PTR a nLL . a TOUCH" DMOMPLAN21 ® �' THICK, 3 COAT CEMENT x PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) LEGEND } METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB b Oww O ' I�nr�mleLL arocFn LAYER 01, STUCCO WRAP) Eul roLo. U2 i• 7{Wac a ca4T eNe'Ierr ? —_ s'Xs' 'L' TYPE CONTINUOUS WRB LAYER 02 (F ORT I F 1 BE R - - - - - - '"°''T ? AL FLASWIWx NAIL TOTROOF DECK NOT BUILDING PAPER UM LAYER-2 FORTFIRM m WALL SHEATHING) OUfLDMYPAPER rRewa G<.) METAL LATH UIm LAT'ER'L SHINGLE � CAP - DO NOT NAIL, X—X—X—X STUCCO WE,EPOft" P&T) � INSTALL WITH ROOF CEMENT aUDDiv at LOT SILVERADO LOT #30 BLK #18 PROJECT#T 04128.002-30181 MODEIA 4EBB "1828-CALI" OARAGE 87/IN0: LEFT PAGE: WALL ASSEMBLY DETAILS LAP LArm cm SIADM MAP 150 MPH EXP. B Orw NAL3e1 FLOM-TOP I ' ONLY')MR" Go cm •. I STUCCO Noaeaae \ IwWILL R..«e ; I ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING � Q °"A`) \ SELF-ADHE51VE FLASHING \ NOTE METAL LATH: LATH TO BE PER SECTION How --- "am TIEMT NAIL. two OR R-103.�1.1 / ASTM C-&4�-09, MIN. 2.5 LB5. 3' N'i' 8/09/20 PER 5Q. YARD (UTILITY OR NOMINAL ace:/a"=i'-o" oRE• low. Orea.AP ow ""' LATH DOES NOT MEET SPECIFICATIONS) N*MZT WK"MNL rECMMlGALLT FAEC4 ERAP FA/"'•'�" cJ "L" FLASHING N.T.S. WA1 INSTALL 6' 6ELF-ADHERING momoll MEMBRANE FLASHING OVER STUCCO TOP, SIDEM AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE SEnENr= OF FLASNMG TO 68, L BOTTOM. 2. SIDES, 3. TOP OVER TOP 4 SIDES X VENT CAP 16 TO DE SET M BED SELF WOOD SHEATHING ._:.I' .. OF SEALANT AT TOP AND FLASHING _ 01, SIDES ONLY. SEALANT 16 TO BE UNIT STUCCO WRAP TOOLED SO AS TO DEFLECT i WATER AWAY FROM JOINTS. LAYER P1, FORTIFIBER 1441 N. RONALD REAGAN BLVD E-2 DEAD ALL AROUND F'IFEMANUF. DRYER BUIL DING PAPER LONGWOOD, fL32760 I - VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407-7748078 i ?c JOINTS AND INTERSECTIONS � - CONT. SEALANT) WOOD FINISH � WOOD H FAX design mup.c www.abdeslgngroup.wm APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO CONSTRUCTION FASTEN TO WOOD STPLCTURAL MEMBER • 1' O.C. MAX AA #-. 0003326 I ON ALL SIDE& A CAULKING JOINT ALL AROUND SEALANT • TOP 4 SIDES ' a`U 76' TOV MID -WALL PER SECTION R703.7 wEEP eclem±D I B,gp�R ROD I I ExMAor Ietltkw.nd plata�r410 Exterior use of Portland cement plaster shall comply with the application O DRYER R VENT (BLOCK) le ` � — L� X. r requirements of ASTM C 926.12A. "- 6' WIDE STRIP SELF I Installation of exterior lathing and framing shall wm ly with ASTM C 1063-12A. ?. '04-1ESIVIII FLASHING, CLEAN MASONRY BEFORE APPLYING WRB LAYER 'I ..K'PINISH I STUCCO WRAP I .. ; HOODED VENT BUILDING PAPER MTEXTUREDASONRY OVER 'QUICK FLU+' HORIZONTAL WEEP SCREED X J'THICK,3COAT CEMENT PLASTER — —1 (FRAME TO BLOCKI METAL LATH - - WPM LAYER 4. FORTIFIBER PIPE THROUGH WALL BUILDING PAPER WOOD SHEATHING � b © DRYER VENT ( FRAME) 6' SELF ADHESIVE FLA6HMG (INSTALL PER MANUF. 6PECSJ S' BUILDING PAPER UNDER '6 U,I FLASH' _ LAYER 44 CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION 1E CUT 'X' INTO i A VENT PENETRATION WRB LAYER 7, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING SCALE: KM APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FAND 1 BOX OIVVEER APPROVED WRB LAYER M STEP #1 STEP #2 APPROVEDHOUSE —► BELOW UlRS LAYER 01, STUCCO WRAP ELEC. METER FIELD 1 ( VERIFY LOCATION ELECMETER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN SELF-ADHERMG NO MEMBRANE _ GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FADE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRD LAYER 92, FORTIFIBER CAVITY TO BE FILLED -p *3 STE BUILDING PAPER WITH RIGID POLYMERIC I STET *4 LEGEND ISOCYANOTE-POLYBLEND FOAM !'GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER LAYER * STUCCO WRAP) THAT ELEC. WIRE PENETRATES NISH (> �E TY P� CA IWALL acrsaty. ae LOT: SILVERADO LOT #30 BLK. #18 PROJECT/ 04128.002-30181 MODELA 4EBB "1828—CALI" GARAGE awINO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 W EXP. B APPLY E-Z BEAD WRB LAYER 62 (FORTIFIBER - ....... GRADE *D* SECTION) BUILDING PAPER) FELT -PROVIDE METAL LATH AREA TO RECEIVE STUCCO SCRATCH GOAT SEALANT AT ALL ° METAL LATH x—x—x—x t 1 COAT OF PAINT AIINTS AND ROLTPRIOR K- MO B ELEC. METER INSTALLATION STUCCO PROVIDE STUCCO SCRATCH 1 COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - — — — - DISCONNECT STEP S STEP #(o NO NOTE: ELECTRICAL RECEPTACLE DATE. 8/09/20 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O aCAXAM1/4"=1'-0" R703.'1.1 /ASTM C-84�-09, MIN. 2.5 LBS. O PER 50. YARD (UTILITY OR NOMINAL PENETRATION aHEsT LATH DOES NOT MEET SPECIFICATIONS) WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING — — — — — -k k2 1/2, CORNER BEAD (FASTENER 4 SPACING 0 1' O.CJ CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 B\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774E078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 ir a m avaDiv & LiOT SILVERADO LOT #30 BLK. #18 PROJECT* 04 28,002-30181 MODELe 4EBB "1828—CALI" GARAGE 6WING: LEFT PAGE: WALL ASSEMBLY LDETAILS 50 MPH EXP. B LEGEND DRAINAGE PLANE (U1R5 LAYER "I, STUCCO UJRAP) UJRB LAYER 02 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — taicrlON V— OUIEODND UNATHM I�lEaIOTIVE �A-WER ` �\ oAqwEtg816TIVE ,'�� vet O' a N-AW 16� < DNA TtlWR RMSTIVE / eTItlP \\ \\ TTCHEERIRW6TIVE erARrER OVA 1 `� y ADNERMG ` R ASHM \ — GALYD METAL CIALYD METAL r R AGEING W rLA604 5615 TWH MQMllR MAGM -A x •• Sn'AAA R 1 TRR9 MEMBE \� O ED APPROVALANT CAGM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdoWgngroup.com AA B: 0003325 17 q j D b b Ali BXMDIV. Aa LOT. SILVERADO LOT #30 BLK. #18 PROJECT* 04128.002-30181 MODEIs 4EBB "1828-CALI" GARAGE 81►IIJG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B �1 DATE: 6/09/20 SCALE: 1/4"=1'-0" WA4 1 1 I I 1 1 1 \ \ —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE !1\\ I\ —1/8' TEXTURED I \ FINISH ® WOOD I \\ 1/2' TEXTURED \ FINISH ® CMU / \ j V METAL FASCIA \ WRAP Ye' FROM \\ I STUCCO, I' FROM \ ' WOOD WALL \ --EXTERIOR WALL \ �e (FRAME OR CMU) \\ \� NOTE: NOTCH FOR 2X(o \ SUB BAND ONLY ®ELEVATION ©PLAN A 1/8, TEXTURED FIN18N • WOOD, V2' TEXTURED FINISH • CMU METAL LATH FASCIA METAL FASCIA WRAP OR cm WRD LAYER 9. STUCCO WRAP (FRAME ONLY) WRD LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) 7X6 8UD 6APID ROOFMG CEMENT DRIP EDGE © PLAN 8 METAL KICK OUT ROOF KICK OUT REMOVED \\ FOR CLARITY _ \ ROOF DECK (BEYOND) i- \\ \ \ \ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) -'1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED i / FINISH * CMU -2x6 SUB -BAND W/I'x4' NOTCH w 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 &'-8' O.C. MAX. 2x SUB -BAND WA�'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Cam? WALL 3 SUB BAND DETAIL O WALL W/KIC K—OUT FRAME OR CMU 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 W/t�'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT IS ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T 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 W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX 407-7744078 wwwAbdealgngroup.com AA M: 0003325 lOUDDIv ea IAT SILVERADO LOT #30 BLK. #18 PllGJECT* 04128.002-30181 MODsrr 4EBB "1828—CALI" GAIewGE 8WINTG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B AR b 9077.E D PRINT 6/09/ scAm 1/4'=1' 8*M=T dV A6 FOUNDATION NOTES Y _ FM-12X18 1 FM-12X12 ' m 1.1 �I I 4 4" CONC. N I LLI SLAB R F-24X24 V-0" +.31/2 .a LLI 10 10-0" 1.1till 11.1 2 i I EXTEND FM-12X18 1 SLAB 1 1/2' 1.) i I " V M I ( I I N ' I SLAB � n � I 4 V ILL I I I I v N 'I I I �I II �I I I 19'-0" 4" PVC CHASE __LE-1 4" CONC. I N SLAB I ' *:5 1/2 4" 17-8" 2 8" 3'-0" 5 TOP OF SLAB m N 3'-6" " I I I Q I I N m � N I EXTEND 1 a 2 1.1 SLAB 1 1/2"- — m I-i 4" CONC.) m FM-12X18 ( w SLAB I I I a 3,l„ I IN-31/2 UI 7 1/2 2 LL o — FMC-12X78 FM-12X18 ------- FMC-1 18 — 1.1 FM-12X18 11 t_------ i J 0 FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, MINDICATES #6 BARMNDICATES #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 d OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK f WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 1T CONTINUOUS 12" s FM-12x18 12" CONTINUOUS 18" - () M6's Hol-0" FM_18x18 16" CONTINUOUS 181, - s FMC-12x18 12" CONTINUOUS 18 s VARIES - 24 s s 4 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 �- 174 i G1 47 O b �j. b Ij aI I F T atmDly ae LGT SILVERADO LOT #30 BLK #18 PROJECT# 04128.002-30181 MODE19 4EBB "1828-CALI" GARAGE 8VrMG: LEFT IPAGZ: FOUNDATION PLAN 150 MPH EXP B r,pamTDA 8/09/20 ecwra:1/4"=i'-o" aiiEET si 30" MIN. EACH WAY MONOLITHIC FOOTING t _ Z 2 STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED v � . . CELL SEE PLAN FOR SIZE AND < 2 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS • v v_ 2In SPACING REQUIREMENTS t �.I(- l _ GARAGE DOOR W Zoo w ,I 1e v�i '" W RECESS wy Q - FM g7 Z 8" CMU WALL O 8" CMU WALL e I• //���• CORNER BARS, SAME SIZE AS BAR N W e' W O - Z � ° � FOUNDATION WITH 30" LEG EACH 5 � N 0'-0" TOP OF SLAB ^ 0'-0" TOP OF SLAB ' ��' � �+! W WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS a SEE SLAB SCHEDULE • fd VARIES �. -� MATCH AMOUNT OF CONTINUOUS BARS •I I� I �- CURS FOR MASONRY a EXT. PORCH SLAB � BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) SEE SLAB SCHEDULE TOP OF GARAGE I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE "�W.Hr. UNITS SET rip, AT ELEV: W/ 1l2' It, 6" CHAMFER (2-STORY) 03 18" EXT. PORCH SLAB 4"CHAMFER (I -STORY) I'll JOINT (WHERE � � �. � ! #4 24" WI 1/2' ISOLATIC 6" CHAMFER (2-STORY) EEE APPLICABLE) i SEE SCHEDULE 30" JOINT (WHERE APPLICABLE) Z • i, EE SCHEDULE#5 4NSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 38' FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=l'-0" ,, @GARAGE sCALE:3ra" 1'-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ COMMON_ AND NAIL W/ COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT S, NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT S, LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL WI PLAN W a IL I 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED 5 N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0. SECURED W/ 2-PART fY SPACING. SINGLE BTM. PLATE 1/2'k8" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE {pZ BASE a 5 EPDXY. MIN, EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 'Q 8", LINO FOLLOW ALL PLATE EPDXY 5-1/2" EMBED. MIN. Q 18" OC SLAB W/10tl MASONRY 23 MANF. K SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. BTM AND TOP PUSE ADDITIONAL METAL = ANDLATE ANCHORS W/ 10d x 1 1/2° CONNECTORS NOT SECURE FLANGE TO I- m PREPARATION OF O v COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4) 1/4" X 2 1/4" TAPCONS HOLE. W w W HOLES, DO NOT USE 10d W W UPLIFT IS PRESENT. o x 3" Q SEE SLAB SCHEDULE ir SEE SLAB SCHEDULE O}, TOP OF SLAB _� . < .: TOP OF SLAB 4" CHAMFER (1-STORY) •: • 6" CHAMFER (2-STORY) e.�_ %�� a s . EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SDALE:34°=''-0 MONOLITHIC FOUNDATION , INTERIOR CURB FOUNDATION WOOD WALL CURB FOUNDATION WOOD WALL 8INTERIOR LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE Q "' CL PLANS FOR SPACING. SINGLE CL BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL K .., W ITO/C STAGGERED, U ADDITIONAL METAL a CONNECTORS NOT REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. M Z + POURED LINTEL CONT. (TYP.) ;. 8" CMU FILLED CELL (TYP.) .. TOP OF SLAB,e'' SEE SLAB SCHEDULE .I. 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0° Z Z - • MINIMUM EMBEDMENT INTO TOP OF SLAB c • "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX TL �= POURED MONOLITHICALLY WITH FOUNDATION AND SLAB �- 'gi ---a3 SEE SCHEDULE SEE SCHEDULE ^A- FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL COL. PAD �•1 BLOCK WALL CONNECTION SCALE: 3l4"=1'-0" (NO UPLIFT) 8=!NG-AND SCALE: 3/4"=V-0" 1 1 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 81. LONGWOOD,FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroupmm L AA #: 0003325 W q g 4 1 avHD:v as LOT: SILVERADO LOT #30 BLK. #18 PROJECT* 04128.002-30181 MODEL' 4EBB "1828—CALI" GARAGE 8WWG: LEFT PAGE: DETAILS 150 MPH EXP. B 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-77"078 FAX- 407-7744078 www.abdosigngroup.com AA M: 0003325 m h b J yp� 3 i a as avBDM as LOT SILVERADO LOT #30 BLK. #18 PROJECT* 04128.002-301 1 MODEL 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B 1F" DATE: 6/09/20 OCALE: 1/4"=V-0" DOWEL PLAN SCALE: 114" = T-0" s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. d Z iv m 1 .. G CLEAN OUT REQUIRED Q FOR INSPECTION CI a rl e 1 1 TIET/ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK ///,,��aa11'' BAR SIZE 48 BAR DIA. Z W #3 18 > #4 24" L) #5 30" #6 36. #7 42" HORIZONTAUVERTICAL REINFORCING (D SCALE: 3/4"=1'-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS U �a K to Z 6"CMU WALL o 0 �• SEE SLAB SCHEDULE EXT, PORCH SLAB CHAMFER (1-STORY) ISOLATION �4" 6" CHAMFER (2STORY) i N2" JOINT (WHERE APPLICABLE) Z A7CH STEEL 6" PVC CHASE REINFORCEMENT PER SCHEDULE THRU FOOTING ^ SEE SCHEDULE FOR WxD BAR SIZE Z_ 0: BAR SIZE 148 BAR DIX LLJ #3 1 18" n U #4 24" #5 30" #6 36" #7 42" AND BAR QUANTITY PVC CHASE THRU FOOTING 4 4. IVY Vr JLgtl' 4 •d a Y. d, • d 6" PVC. CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS • 04. �� El i- CMU UNIT DIMENSIONS von ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=7'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abd-igngroup-m AA #: 000332E Y 1 O is b suaviv. ae LOT SILVERADO LOT #30 BLK. #18 1pnon=T# 04128.002-30181 MODEL 4EBB "1828-CALI" GAitAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B 5 Drturr A 6/09/ 00 SCALE: 1/4"=V-0" StIEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 110 HOG NAILS, WOOD TO WOOD: SIMPSON HI OA OR LGT2 WI 10d x 1 1IT 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'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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 1`81336, 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'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE OMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fe (psi) SIZE WXH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB7 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 6OW-6 eS I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °YID T4' (421 PRECAST 2231 4'4' (4!7 PRECAST IBM 4'4' (M') PRECAST 1599 64- (M-) PRECAST 1217 8-10' (70') PRECAST 1062 0-4' (76') PRECAST we T4' On PRECAST 743 A-C (112') PRECAST 554 10'4' (1261 PRECAST 475 114' (136') PRECAST 302 I" (I"') PRECAST 337 13'4' (ISO-) PRECAST 20 14'4' (Idn PRECAST 279 14'4' (175) PRWWMED N.R. 1" (184') PRE87ROM N.R. Ir4' Will PRESTRESSED N.R. 19'-0 Mn PRESTRESSED NA 21W On PRESTRESSED N.R. 274' (2849 PREBTAEM N.R. 2r4' PRESTRESSED 1��000�0 000000� ODl�mm "m" 10 mm��om 0000000 ��m000m 0®�0�00 mmmOt0m0 m0000Q*� "mr:v" my om®oo��a oamr ©oo omm�■m�!�r oom0000 oom©000 oo�0moo Ol�l�0�00 ®0000m0 a�av�s�000 0mzm0wmm©0 ��tL7�0�m avoav©oa©av ®gym"0m 0WMNER"" a�avavavooav (gym"0000 oacma,zomo mzmWA p68') N.R. I 11MO 460 4M 4M 1002 1717 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM WIFE LOAD TABLES' BY CASTCRETE MAY2018 EDITION -ALL PRECAST PRODUCTS ARE TO BE 91STAUAD PER MANUFACTURES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4tMF6MA I SAFE LOAD - POUNDS PER LINEAR FOOT 3'4' (42') PRECAST 10251 1024 1 I= I 3'4' (429 PRECAST r4' (4n PRECAST 7S6 763 130E C-0` (Mn PRECAST 4'4' 04-) PRECAST BID 591 1073 4'4' (54-) PRECAST V-V tM PRECAST 411 411 746 F-4' 00r) PRECAST F-10' (799 PRECAST 340 339 616 F-1W (709 PRECAST V4' (76') PRECAST W? 721 490 90 (76') PRECAST T4' (90") PRECAST 424 634 333 T4' OV) PRECAST 94- (112') PRECAST 325 512 230 94' (112) PRECAST 10'4' (1281 PRECAST 264 401 16o I&4' (128) PRECAST 1/'4' (136') PRECAST 200 452 154 11'4' (13r) PRECAST 174' (1"') PRECAST 244 402 137 IZ4' (11441 PRECAST WL' (180') PRECAST 217 321 110 ITT (160") PRECAST W-V (IW) PRECAST XG 203 100 W-C (166`1 PRECAST I4'4' (176h PRESTRESSED NA 284 91 IWO (17n PRr IF-C (184') PRE97RE88ED NA 268 83 1F4' (1841 PREB1Ti�6ED 1T4' (20B') PRESTRESSED NA 194 64 Ir4' (2e69 PRE81AE8eE0 IW-C Mr PRESTRESSED NA IQ 62 19'4' Ct32") PR>E81 21'4' Wn PREBTRESBED NA 125 42 21'4' On PRE81A688ED 2r4' PC) PRES1RE W NA 116 40 274" (2MM pR 2r4' (2M') PRENITFO ED N.R. 91 38 wo on PmmRmw (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUC'TB BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MMAM r OF SEWN PAST EACH SIDE OF WINDM OPENING L - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - 0 L-- m--m--16 ----------J LIFT BEAM PLAN SCALE: 114" = 1'-V 1441. N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com AAA: 0003325 To is a FF. aUDDIV. ae L1oT SILVERADO LOT #30 BLK #18 PROJECT# 04128.002-30181 MODEU 4EBB "1828-CALI" GARAOE 8115QO: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DRurr w8/09/20 aCALJi: 1/4"=70" aLdEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. #5 BAR IN BOND BEAM J WIDTH # OF #5'S, IN BOND BEAM COURSEE � 16-1 T/1�/c B ps' (OFF' NOMINAL- 9 Q� HEIGHT # OF #VS, TOP CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE REINFORCING OF BOND BEAM THAT XFXX-1T/1MMB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 1 AND XFXX - 1T/OMADB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL SCALE: 3/4"=1'-0" IT IS THIS ENGINEERS INTENT AND XUXX- 1T/lMMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE AST 31/4" WINDOW Z� SILL a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: i 1/2.=,,-0.�BCALE: i ,/2.=,�-0., TYRB"x8° BON ml �,#5 BOND BEAM .1Ic'� 1#5 TYP. n16" BONDBEAM 1#5 8x16 DBL. BOND TOP OF BEAM Wl (1) #5 BAR BONO BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR .`; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL WI (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE L SCALE: 3l4"=1'-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Tn . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13116 TAPCON OR DRIVE PIN (MIN SHANK SIZEA 45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1.14' EMBEDMENT 2x6 (MIN 2 X 3) 2.3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1W) 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .30D MIN EMBEDMENT 1 TFSXE SOLID BLOCKINGil4") 8" FROM EACH END AND URE TO SHEATHING W/ 18"O.C.MAX. MIN 1-1/4" 2-12d PER BILK. EA, END EMBEDMENT OSB SHEATHING 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=V-0' 1 — SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE AT EACH #5BAR BAR STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM D SCALE: 314'=17 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 }} F 0 O b m a !;IXE OUNDIV. Se LOT SILVERADO LOT #30 BLK. #18 PROJECT# 04128.002-30181 MODEL. 4EBB "1828-CALI" GARAGE 81111 OG: LEFT PAGE: DETAILS 150 MPH EXP. B DATE: 6/09/20 DCAL,E: 1/4"=1'-0" 8*ErXT 1111,, s2.1A 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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 2 718" LONG, WITH WASHER 0 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 Y-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 8" FROM THE CENTER OF THE COLUMN, FRAMING PLAN SCALE: 1/4" = V-0" Il N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 B� O b all a $VRDIV. & LOT SILVERADO LOT #30 BILK. #18 PROJECT# 0412 .002-30181 MODELt 4EBB "1828-CALI" GARAGE SSIMO: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B 15 DATE: 6/09/20 SCALE: 1/4"=1'-0" SFIEET s3 A-(1) SIMPSON HETAi6 TRUSS ANCHOR WITH (9) 1Od x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }'NAILS TO TRUSS DEIL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) IU GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS / 12"O/C MASONRY BOND BEAM ------ SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNYALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6', 8" x 4%V' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT= U:2705 LBS (2 PLY) la 1 b 1 c TYPICAL TRUSS/ GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP OIAG. 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 0'-0" TO 30'-0- (1) "X" BRACE SEAMS) 30-1" TO 69-0 (3) "X" BRACE SECURE 2xS PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR SOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED (� _ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" NOTCH DEPTH 114'D OLE EDGE >5/8" HOLE DIAMETER r- 2/5'D SGL. STUD OUTER 113 OF SPAN ONLY EDGE >5/8" PLATE / II I \—.35ETER D DDIAMBL. PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (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, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=V-a' # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4)1 /4" x 2 1l4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE TRUSS OPPOSITE FACES OF 1441 N. RONALD REAGAN Bl BLOCK WALL W/10 10d TO LONGWOOD, FL 32750 TRUSS AND (4)114" x 2 1/4" PH:407-774.6078 TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX. 407 7744078 CONT POURED LINTEL 0 www.ebdeaigngroup.com AA #: 0003328 TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" slit C fl b b SILVERADO LOT #30 BLK. #18 PROJL'CTM 04128.002-30181 MODSIA 4EBB "1828-CALI" OARAOS 9WING: LEFT PADS: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D WOODO.C. SHEATHING SEAMS) (BLOCKING TRUSS (TYP) NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W1112" DIA, ANCHOR BOLT Wf 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED WI (2)10d's @ EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 !r Z A !;'A BVHDIV. & LOT SILVERADO LOT #30 BLK. #18 PROJECT* 04128.002-30181 uoDxIA 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B SCALE: 1/4"=1'-O" SHEET s3.1B 2X4 BLOCKING BETWEEN TRUSSES (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 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE — "ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ i0d GALV. COMMON NAILS 12"O/C CONNECTION PER i� TRUSS MFG. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2X4 RAT\RUN AND APPROVAL SECURED W/ (2)12d's 0 MASONRY BOND BEAM � ^'^ EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34"=1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 wwwabdeslgngroup.com AA N: 0003325 i ok �ri fl C as so a Ip SVHDM ae LOTSILVERADO LOT #30 BLK #18 IRGJECT* 04128.002-30181 MODEIA 4EBB "1828-CALL" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B PDA'1'EM 6/09/20 SCALE: 1/4"=1'-0" MMET S3.1C A ROOF WIND DESIGN PRESSURES NET(GROSS) AbILA: 1-10 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 a-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR il2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS G 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' 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 V2" 0.120" 170,000 WnTd— (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SMATBNG USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL, V J ZLU Z Q0 Lu Y ZU N O CD K ro 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES ........... W z CD WWI V �VVs (] (=7J 0 U `v z 1n z9 ZY Z Z O 7n ' ®) S (7 j Z Z N =ui ithe C7 GoU W Z WUU L) F ci Z O 9 w 6 CD Z � a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING L�j e ■ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS fpZ 6" O.C. IN FIELD C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Bd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MAXIMUM AGGREGATE SIZE SHALL BE 311r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROVIDEB%AIR ENTRAINED CONCRETE EXPOSEDTOEARTH ORWEATF#R 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, 6tD EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED SIP. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING. LEDGERS, BLOCKING, AC1318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER.Fb- 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 53043/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE S`MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGRMIND WHERE INDICATED ON ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COL D-FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. . PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 028 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS 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, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W 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, 681 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.DEPENONG PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BLIT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES $HALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 55 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION 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. 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 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pef TOP CHORD -rxx wfrent 10 psf BTM CHORD -rrorvconarrBM DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: t Opef BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE 8, RISK CATEGORY ILA LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10PA UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT iFLAST 0.5% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, REINFORCING STEEL: REBAR SHALL BE ASTM A61S GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #5 BAR - 36" #5 BAR - 30" #7 BAR ` 42" PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446 GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPIf 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 A58.1.1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S 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. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5?MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. 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 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 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED Wl A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS T14AT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 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: -TECH. BE MADE BY THE OEO 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 ksl FOR ANGLES. PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, = 46 ksL STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy - 35 ksL TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL CONCRETE PLACEMENT .CONCRETE SLUMP SMALL NOT EXCEED 5'M- PRKIRTO THE ADDITION OF PLASTICIZER BE TIGHTENED INACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, NIXING. TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J43OLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME4TAMPED WHEN CONCRETE B BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-12' FOR N5 AND SMALLER 2' FOR MI AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER Wr FOR SUM. WALLS AND JOISTS IA2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BU K FASTENERS FASTENER APPLICATKN 8RF TYPE SPACING REMAPKS APPLICATION E. I TYPE I SP _ I REMMKS IY PT FURRWG To CASE MAROENEO_ —DE DOOR a1CK IN.- Y TAPWNMA90NR 1 rz'EMBEG.,,I'END OIsT., MASWRYICONC. NAIL I I­PdC TO MASOI&YAXWC. No_ O WISHER FASTENER aOIO I1 EDGE DIET. SW, AL, EXT. DOOPS CASEHAPL.D— PGC WI,gOWl000R/FASTENED ---E_BUCK VY OILW/ Y EASED. A` END DST.. I. PL SEE NOTES NARI I?LWO. STAGGERED INTO MASCMDTCONc. TO MnSONRYICONC. WASHER EXPANSION BOLT 2.'NC YEDGE D.T. WINDORa1CK f,ASENARDENEDCOIL PqC WINOOW/DOIXUFASTENED METAL9TRMT0 CONTACT THIS ENGINEER FOR SPACING IX PT. BEE NOTES NAILI V LONG. STAGGERED INTO MASCNRYICONC. MASONRY/GONG. REQUIREMENTS E1R.9WNG DOOR P)Y1 , TAPCOK IP O'C 11 ELIDED, P EW. NON .NG WOW 1/C EXPANSION X-EM%16GI ETU b`dG BUCK ]a M, 9EE NOTE. NO WASHER FAS— GIST., I TIP EDGE DST. —To CONC.SLAB W/WASHER BOLT OIST., ]` EDGE DIST. PTT TO STEEL alGK 0.,3.' PAF x 2Il." W' DID F END. DOT.,1 W COL, SEE TE s WIWASHER STAGGERED EDGE DEIT NOTT 1.8 PILES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 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 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW 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 2X MEMBERS ARE SECURED Wl TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 327150 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 A Z J 1 33 F b m BUBDIV & LOT: SILVERADO LOT #30 BLK #18 PROJECT# 04128.002-30181 MODETA 4EBB "1828—CALI" GARAGE 8`111IINO: LEFT PAGE: DETAILS 150 MPH EXP. B r7l a cDr 2,3 s' qk