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HomeMy WebLinkAbout7199 Boxer Round Pl79 JJ 0 5 -LANTANA FOR: R HOR11ON 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (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 ORDINAN S P Q 1 020 REVIEW DA4 CITY OF ZEPHYRHIL , PLAN EXAMINER • 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 •jam MMMNGTCUD& OTH I �F (�•/ •9L Toot. A11D WATE COM -OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B BASIC WIND SPEED - VDIL=150 MPH V5sd=116 MPH $XPOOSURE - B • - •1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADI. ALT. AMP. BD. CL CAB. CLG. cLR CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. U.S. D DTI. D.W. EA. ELEV. IR. ExH. EXT. F.GJFX. F.G. I. FLR FLUOR- �°RRECH GADISP. R G.F.I. GL. GYP. BD. H.B. HDR. HOT. OR HT INSUL. INT. ABOVE AIRCONDHTONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FUGiDGLASS FUEL GAS FINISH FLOOR FLUORESCENT R GAUGEGARBAGEDISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB IHIEEADER `row HEIGHT INSULATION INTERIOR LAY. LUM. M.C. MFR. MIN. M.T. MID. MTL. N.T.S. D.C. PL P.B. PH. PLT. PLYWD. PR P.T. R. RAD. R P REF. RM. RO. E.C. S.D. S.H. SHT. SHTHGWIL SHWR Sim. SL. SL.GL. STD. SWS TEMP OC. T.O.P. T.G.S. 7YP. U.N.O. W. W/ WD. WOW. wii LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LIKE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR TORILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING OWER SHOWER SIMILAR SLIDINGA.B. SLIDING GLASS STANDARD SHEAR WALL SECTION P DGLASSGA THICK O CURB TOP OF PLATE TOP OFELAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WITH WOOD WINDOW wnouc�Ro DATE DESCRIPTION /24/ 1p ADD I50-C ENGDi66liRQG ARCHITECTURAL SHEET DESCRIPTION 07/24/19 ADDED OPNONAL PENDENT LWAITBI0 AT ERCH6l7 PC Cl-COVER SHEET PC GN-GENERAL NOTES PC Al -FLOOR PLAN PC A2F-ELEVATIONS "F" FRONT k REAR PG A3F-ELEVATIONS •F• LEFT k RIGHT PC El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PC MI -MECHANICAL PLAN PG Di -DETAILS PC D2-DETAILS PC D3-PRODUCT APPROVAL LISTING PC WAl-WALL ASSEMBLY DETAIS PG WA2-NAIL. ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DERAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG NAB -WALL ASSEMBLY DETAILS 07/24/19 ADDED STONE CAP NOTE ON FRONT ELEVATION 09/30/19 ADDED 150-D FROM BNGINEES 10/I1/19 UPDATED LED LIGHTS PER D R HORTON 10/25/19 ADDED SEPARATE ELECTRICAL DETARS PER D.R. HORTON 2/04/19 UPDATED THE 3D�90N CONVERSION FROM USP os 19/EO / ADDED 100-C F90Y ENGIN E • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 $Q,FT. CALC.'S L ESQ. FT. ENTRY 39 SO. FT. COVERED LANAI 221 SCa. FT. TOTAL 2,155 SQ FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN PG S21A-DETAI[S PC S3-FRAMING PLAN PG S3.IA-DETARS PC S3.113-DETAIS PC S3.1C-ENTRY DETAILS PG SNl-DETARS DRAWING � CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL. LABILITY 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 BUILD 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. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TDLELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'9 HAVE EN GENERATED FOR UNCLEAR ASPECTS OF THE 9NSTR [a SET. rA N C N I T E C T 1 6 Grou i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA 9: 0003325 A R V rh of U b v t sR {4. 's SUBD:v ae Lotil SILVERADO LOT #1 BLR. #18 PROJECT# 03719.000-01182 HODEIt "2045-LANTANA• GAPAGE 8WMG: LEFT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER 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 ARCHITECTIENGINE R. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGE$ AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 21)-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' 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 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 MNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 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 SPEGFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUM" 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 WITHIA' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3D05.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29133. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COYBSiOS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FRIES i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACGESORIES PER ASTM-G-1063-IIA & 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 P2 GYPSUM BOARD. R302.7. EXTERM 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 1 IN TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPEGFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB 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. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. F"A R C R I T R C T S 1 6 Groin.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abAesigngroup.com L AA g: 0003325 A w h r; ro 0 ti STJIHDiv. & LAT: SILVERADO LOT #1 BLK #18 Pnoj=Tp 03719.000-01182 MODEL. "2045-UNTANA` GARAGE SVIUTG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B 2'-O.- 4'-4' mliff"Id LJ _ o,li!lo oiiiililliiiio olibo r 00 0,0 O r rr r r r _ r ir all IS IN c mm - O = -_ r v r mm o ,r IS 11 am Ell r Y • � r r IS on I - LI = M - • O, �1 !I WE DEI M r - 0 - ATTIC FOYER------ o r - - o !! � - - IN O,Grr���Ola / O GARAGEi�r-i / 0 i r - ol'Ol'.1 Will IOP5 So r r Ell r r 0 r r Ill r r r r rIS r r r r r o�IRlo 11 R o i o FLOOR PLAN SCALE: 1/4 " 1'-0' EXTERIOR MASONRY WALL BRS I4EK41TS 9'-4' BRG RADIUS CORNERS, SEE BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'X6' STUDS s 16, OZ. W/ 1/2' DRYWALL SQ.FT. CALC. S LIVING 2AMS SQ PT. G4R4CE 454 Sat FT. ENTRY 35 SQ FT. COVERED LANAI 221 Sa FT. TOTAL 2,155 Sa FT. II FLOOR PLAN NOTES II - ALL DW'@MIOHS ARE FROM FACE OF 1 X' BLOCK WALL (opt EDGE OF FLOOR SLAB) TO FACE CF WALL STUD UNO. - ALL INTERIOR WALLS ARE 5 V UNO. - DRYER VENTED THRCUrA4 ROOF (VTR) NOT SCREOMID • AIR GAIT'RESSOR SET CN 44X44' POURED Cow— PAD. PAD BEGINS V FROM EDGE OF STRUCTURE- - SEE SWEET GIN FOR C49 ERRAL AND STANDARD MKDING NOTES. - ALL HABITABLE ROOMS TO WAVE ARC FAULT CIRCUIT 14TER6W'TM - ALL RILL WEKi1T BLOM WALLS BETWEEN FILLED CELLS Wh10UT OPENIhW ARE SWEAR WALLS. TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12W2'SMARE LATICRETE BY HYDRO BAN. RA. SHALL BE 14S' x 145'. BOTTOM SHALL BE INSTALLED AT 54' AFF. UN.O. SHIM AND SECURE COUNTER TOP ES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT IBAR REINFORCING KITS Q / BRACKETS AS 846E 3NECESSARY, CABINET m =U 3 BAR DETAIL A ALE: NTS DOI mwNCCLADlmRIDLQu BUCI DETOMFORIII EDOIDGM som ZME OWN W OM R3MI1f8 MIN. WINDOW IV 5 25/-33 CRITERIA EXTERIOR SWMG B 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 OA 112 5 20J/-22.1 8010 O.H.D. 56 5 21.6/411 BASIC W110 SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=B, MEAN ROOF HT. = 14'-0* PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C=WDM060 A R C N I T E C 6 Group 41 N. RONALD REAGAN 8t LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdesigngfoup.com AA C: 0003325 a O q O d StmDrv. do TAT SILVERADO LOT #1 BLK. #18 PROJECT#I 03719.000-01182 MODEL: 2045-LANTANA" GARAGE 8111IIMG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B V-4' BR's. HGT.40 0'-O' FIN. BLDG. HGT.$ W-10' BR6. HGT.4 GLCs. HGT. • ENTRY ______ _12 B' FFRIE�ZE � 5 SHINGLE ROOF W-4' Wir- HGT.- I'-G 5' RAISED STUCCO BAND STONE —,,- I "w I� VENEER D _ FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASFING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 5' RAISED STUCCO BAND CRICKET 3'-1. w�._ qppp- Minii� 111 AREA OF ATM - 2755 so, FT. NET FREE VENTILATION AREA REQUIRED = 1/ 3w REQUIRED VENTILATION AREA = 2755 /300 = 9.18 VENTILATION AREA X SO, INCHES PER FT. (144) = 1322.4 SO, IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATM = .5 X 1322A = 661.2 SO. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 6612 /115 TOTAL # OF VENTS REQUIRED = 5.74957 TOTAL# OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA = 11736 SQ. IN PER LINEAL FOOT = 661.2 /u.736 SOFFIT VENTING REQUIRED __ 563395 UNEALFTOFSOFFIT VENT REQUIRED ±.N±LITF 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (E)(TERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) -------------------------� I I I I I I 5' RAISED STUCCO I a � BAND (TYP) i I I I r 4- - — — — — — — — — — — — — — — — — — — — — — — — — ENTRY DETAIL a OFF RIDGE VENT A SCALE: I/4 . i'-0' 5 uuul_ L REAR ELEVATION TEXTURED FINISH —`o-4' BRG. HGT. ----------------------\ Inc CORBEL 4 TRIM I r DEL S I 0 r 2 Ill• ROUND r I I TRIM I � SIDE VIEW FRONT VIEW i CORBEL DETAIL B SCALE. I' " 1'-0' Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PK 407-7746078 FAX 407-7744078 W W W Abdesigngroup.com L AA M: 0003325 o�. U a 0 O . I a BXMDIV. Sc IAT: SILVERADO LOT #1 BLK #18 Pr.toJECTp 03719.000-01182 MODEL 112045—LAWANA" GARAGE OWING: LEFT PAGE: FRONT & REAR ELEVATIONS „F" 150,AkPH FAB FD:ADjTM" 8/03/20T2F 13'-Im' BRG. HGT. t CLI. NGT.A _ o ENTRY �- V-4' Bfir.. WT. to OFF RIDGE VENT OFF RIDGE VENT IF ®aElro� f- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - q� -- LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ■ as - •3 uD F RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE METALLED PER MANUFAGTi1RER'S SPECIFICATIONS ,b9'-4' BRI. HGT. BRG. HIT. A 2 C N ITItC TS ?Destign PH: 407-7746078 FAX: 407-7744078 wwwabdeWgngrouP.COM AA N: 0 03325 M h 0 0 k 0 9UHDI`I. Aa LOT SILVERADO LOT #1 BLK. # 18 PROJECT* 03719.000— 01182 MODEU °2045-LWANA" GARAGE 81IINGY. LEFT PAGE: LEFT & RIGHT ELEVATIONS "F" 150 MPH EXP. B ELECTRICAL LEGEND SYM. DESCRIPTION � SWITCH LANOARD SWITCH SWITCH R SWITCH 1{f]BUTTON WALE RECEPTACLE (125v/20-AMP INGLE POLE) =0 10v DUPLEX RECEPTACLE IOv DUPLEX RECEPTACLE (ECLIPPED Tu GROUND FART TERUPTERRAMPER RESISTANT TYPE) IOV DUPLEX OUTLET(HALF OF OUTLET RED TO SWITCH) -EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERLIPTER) 10V CIUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR D) 20V RECEPTACLE (4 WIRE CTOR) Fo L MOUNTED LIGW ILING MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT ODD LIGHT L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SOL FT.) &M BULB LIGHT FIXTURE ADon BULB LIGHT FIXTURE ArADA=BULB LKsHT FIXTURE ' TRAGIC LIGHTING ATTIC LIGHT WITH PULL CHAIN{kIDERCABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE k4' FLUORESCENT LIGW (RECESSED) O IRIECESS LIGHT • CESS LIGHT (VAPOR PROOF) CEILIIJ i MOUNTED LIGHT WITH J-BOX R OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) CIAL METER (FIELD VERIFY I-Q -BOX (WALL MOUNTED) Q BOX (CEILING MOUNTED) G MOOLNTED FAN AN (I CFM PER S14. FT.) %.4E JACK DETECTOR (CEILING MOUNTED) XD DV M/YSITCPf1 N jJVL ACK -Ar FORT NOTES, • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 21012(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M501.4 OF FBCR 6Tu EDITION (20n). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRNCs METHOD SHALL BE NON METALLIC CABLE AS NEC 20W ARTICLE 3W.4(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LAC.-DTINC MUST BE ENERGY EFFICIENT TYPE PER FBL- ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 LED LIGHTING ® SINGLE LAV. POWDER BATH ELEVATION B,DFN I 1-5• I I I I I I I I l 1 LED LIGHTING C� SINGLE LAV. BATH 2 ELEVATION BpFN METER FIELD VERIFY LOC. OPT. - -------'___ OPT. COACH COACH LIGHT LKaHT ELECTRICAL PLAN SCALE: 1/4 . I'-& FOR MICRO/ HOOD ABOVE LED LIGHTING C DOUBLE LAV. BATH I ELEVATION BDF LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE t#D2 HOUSE PLAN: 1 2045 Ih4ODEL 2(MS SQ, FT. GENERAL LIGHTING X 3VA. PER 50. FT. 61i5 2 20AW APPLIANCE CIRCUTTAT 1500VA FA. 3, 1 LAUNDRY CIRCUITAT 1, 1 RANGE AT NAMEPLATE RATING OR COOKTOP/OVEN iz000 1 WATER HEATER 4, 1 DISHWASHER 1, 1 CLOTHES DRYER 5, 1 DISPOSAL 1 MICROWAVE 1, 1 REF. 1, 5U8TOTAl OF GENERALLOAD FIRST 10 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OF GENERAL LOADAT40% 26535 VA.X 0.4 1061 TOTAL NET GENERAL LOAD 20,61 4 TON HEAT PUMP 5128 AMP X 240 VA 6720 10 KW ELECTRIC HEAT AT 65% 6500 NETGENERAL LOAD 20,61 NEF TOTAL HEAT 13220 TOTAL LOAD 33, FUTURE GROWTH 10 % 3383 CALCULATED LOAD FOR SERVICE 37,217 VA/ 240 V= 155 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 300D VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 1ZODD @ 7016 8,400 VA DRYER: 5,00D @ 70% 3,50D VA TOTAL IB,849 VA NEUTRAL AMPACITY: 18,489/240= 78 A 12 Al MNIMUM NEUTRAL CONDUCTOR. PROVIDE 3 2/0 CU. I % CU Ci1D 2" CONDUIT OR PROVIDE 3 4/O AL. 1 V AL GND N Y' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVEMWW 200 AMP ELECTRICAL RISER NOT TOGMNER6CA,LRL COMOATION 2" AMP A. ECT� NMAMMAL6 AND NOTALLATIOW SERVE 201240 WI 6"-L COMPLY WTH ELECTRICAL PROVISONS OF M DOCOMECT I PHlE A TE PBCR 6W EDITION (20n). LOCAL CODES, AND SUTCH AID MLO ALL LOCAL POUEIR COMPANY UEONI®'EN16. ELECTRIC PANEL METER N NEMA IL ALL COFDUCTOM SMALL BE TYPE TWHNfrW M � �'� ILED LE66 NOTOTEI0U8E PROVIDE 200 AMP. QOR40 VOLT, I PHASE 6EOONDA r ELECTRICAL 6ERVK:E. PROVIDE 3 2/0 COPPER (CW N 2" MIA SCHEDULE 60 PVC CONDUIT OR PROVIDE 3 V/0 ALUMMI7 (AL) IN T' DA SCHEDULE SO PVC CONDUIT LHAft SERVICE 16 PROVIDED BY THE ELECTRIC CO PANT'. COORDINATE 411TM THE ELECTRIC OMVANY PRIOR TO BID. ENTRA ENTRANCE S311•IC✓E EfilPTfiT BMrRAMCE E(aaPrpMt INMR6YSTEM SOONG TERMINAL AT LOW VOLTAGE CO6ECTION6 1 •4 CU SERVICE GROUND CONNECTED TO CONCRI TE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF FBCR 649 EDITION (70n) &W' DIA X 6 FT LONG COPPER CLAD GROl'o ROD A R C N IT E C T S Grou i LT6. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA A: 0003325 A x q I; r 0 a 0 a ti STJBDIV. & LOT III SILVERADO LOT #1 BLK- #18 PROJWTI/ 03719.000-01182 MODEL• "2045-WAW GARAGE 79VFMG: LEFT PAGE: ELECTRICAL PLAN 150 H W B r-------------- I I i I I I I I I I I I I I I I I I I j I i I I I NB N---------A I I I I I I I .fl - I I II III I 0 ' j I I I I I1/1' VTIR I In'\ Jy2' VTR 2. ot ri. 1 �I�. j I w I I Int-j I KITC4EN it RE D ill; qy;� Q tt I I SINK LA tw AUTO --- 2• 1 VENT 1 T a m I LAV. 1 T i 9 I ( I 2- 3' pw-I 1 LAV F'LI.MB UWSNER RE '. L.T. 01G 5' — L V. - - - - -------- -- — 3' VTR�r1 1,12• F' CO 1 II� �1 in.WC.I 17'_I0• 3'_8, ._I. I I 19,_5. 3 TO I SWIM MAIN 2 -eP e PLUMBING RISER - .T. LL IOpig I ,FoWi ----- ---I ii ri�Wll O ------ M I I L - - - J I I (� --Y--b' 7'=8� I' -II• El cr It FIB PLUMBING PLAN SCALE: 1/4 " I'-®' A R C R I T R C T 8 6 IGrowl n 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 wwwabdesWAgroup com AA C. 0003325 y q. 0 I I LID 9LTHDIV. Ae LO SILVERADO LOT #1 BLK #18 PROJECT# 03719.000-01182 1LODEL.- "2045-LANTANA" GARAGE EIIIIQG: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B A P14IHT 8/03/20 DATE: 9CALM 1/4"=1'-0" SHEET P1 u e u i* u e• HVAC NOTES L 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 BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER F15C 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 151 CLASS I AIR DUCT AS PER NFPA WA 2-3) 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRZTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20TU MECHANICAL CODE 6031 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITNFBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SMALL NAVE 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. RE0"IENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFR)SER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR 080 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TI-M AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO GONG PLENUM AIR RETURN W/ (2)-3/16'X2' TAPCON$ UNIITR T SIMPSCN WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINER 1 SECURE STRAP TO UNIT W/ (2) AIR HANDLER EXTERIOR WALL 4' CONCRETE SLAB 4aXl I/4' BHT. I'1TL. SCREWS b 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAR TRAY d PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION U".2.4 HVAC DRAINS SC0MATED NICKEL FIN. FLOOR SNK GOU IO. PLUUG BRONZE FL. PL. OR WALL —� SEE SPEC. r-e•Xa• coNc. BRASS PLUG FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION) TO SOIL OR WASTE AS .,—WADE 9240-K JOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTVSPEC FLOOR SLAB CLEAN -OUT (TYPN nEXT. GROUND CLEAN -OUT (TYPNT5 a MECHANICAL PLAN SCALE: 1/4 . 1'-0' 6 Groin 1441 N. RONALD REAGAN BLVO. LONGWOOD, FL 32750 PH: 407-774,6078 FAK 407-774-4078 www.abdosigngroup.com L AA N: 0003325 F h v M 0 D Rs G SUBDIV & LOT: SILVERADO LOT #1 BLR. #18 PROJECTW 03719.000-01182 MODEL: "2045-LWANA" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. Bff RIO 1.1411prT 8/03/20 DATE: SCALE: 1/4"=1'-0" M1 2X4 TOP PLATE PLM PRE-FAB TRUSS V2' CLCa BOARD 1/2' DRYWALL -- TV) - SECURE ST. — PLATE TO SLAB SV Wd MASONRY NAIL • 32' Or — MAX FM RR 2X4 WOOD STUDS 024' Oa. NOTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, UIHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, W14ERE SPACED NOT MORE THAN 24' O.G. (H)TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.r-0' FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJJ ON I. O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-Ew. TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND on BEAM yr eTr.r c. REBARS axo e.r 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-0' 5/S' GYPSUM BOARD OR 1R' HIGH STRENGTH CLG. BOARD SEE ENEFWSY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. ON. R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL ix2 P.T. FURRING —� STRIPS • 24' O.C. 8' CMU_ 1/2' GYP. WL. BD._ WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON l' OU3U5. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2B GAS LUTE TMU BLACK — vr.T.r FIBERGA-ASS SHINGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOSUU ON J' 0U5B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0. TYP. VC TUgC 2 COAT - RAT®! AFPLIW 0111119my MAGONIVr AIY 0WAL PM VIRM&L TRAm by wP. rm? 4 m TD TRACK ewACKM ev rlsoolK.t APPROVAL R0. s GARAGE DOOR JAMBS D1 SCALE: 11/2'"1'-0' —2X4 SPF 24' O.G. MAX—,, SECURE W/ (2) T2d NAILS • EA. END 2x 5LOCKMG BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/5' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACMIENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING STRIPS • 24' Or- 1/2* GYP. ILL. BD. WOOD BASE D TO ".L !4" a om woc FIBERGLAS8 SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905UU ON j. Cosa SHEATHING OR k CDX PLYWOOD SECURED PER I,FASTENER SCHEDULE TMTL DRIP EDGE i 2x FASCIA PER ELEVATIONS VENTED SOFFIT \---PRE-ENG. CsABLE TRUSS WEEP SCREED NL-2x P.T. SECURED PER STRUCTURAL DETAILS U2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY O'-0' FM. FLR.1 0'-0' FIN. R.R. 0'-0' FIR FLR 0'-0' FIN. FLR U-4 m.. a a H W/ WINDOW OPENING B TYP. WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION 905A - FOR ROOF SLS 2:4 1—STORY HIP BLOCK WALL (2) LLAAYERII.NDERLAYMETO LESS T14NT SYSTEM �1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'.I'-V' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4069 TYPE IV, OR ASTM D 6151 ANC NITECTS Ggn rou i 1T16 L44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.eom AA is 0003326 M r 0 K sUHDrv. de LOT: SILVERADO LOT #1 BLK #18 PROJECT# 03719.000-01182 MODEL' "2045-LANTANA" GARAGE 91W)ING: LEFT PAOE: DETAILS 150 MPH W. B I4f-11 2X6 P.T. • CENTER OF DOOR HEADER SECI3ED SV (W iR' X M J-ISOLT V4' MN. EI NMX ENT W/ 2' X 2' X Ile' WASHER 4 NUT on W (2) V!' X V ANCN/N R 80LTS Ve' WASHER 4 M1T B 7 BEGONE 2X4 ON FLAT TO ELK INFLAT 110 KAGONNH. HAILS. 2X6 GARAGE DOORFUCK SECORED V(e) LW X VJ-80LT OR ANCHOR go COLTS, W/ W N MW-mac4low, LL/ 2' X 2' X We' WASHER 4 NO. l0 WITHIN S' OF TOP, /W WITHN P CF THE ISIt'I, (3)EVEHLY SPACED. IS O � N01E8• ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURER'S INSTALLATION NSTA CTIGNB 04INE a:r„ INATeRICT1OHA A MOPE ATEIAkflNT GARAGE DOOR T BUCK ATTACHMENT err,. or•r.er e' CMU V DRYWALL 1'X4' OR 1'X2' P.T. NAILER Ix4 P.T. OR %-X4' M01 SECURE THRU FRAME 4 EXTEND I Yi INTO BLOCK ❑ W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN W OF EACH END t 18' O)C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 A wDMW TO BLOCK +3 4 OR +5 4 SCALE. KT.S. 2X4-m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHMK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN W OF EACH END 4 ID'Or- MAX SPACING. 2X6:® SECURE TO BLOCK W(2-)W TAPCONS(MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 'I 8• GMW 18' OL. MAX SPACING. jj' DRYWALL 2X8:m ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CASNG TAPCONS (MIN. SHANK SIZE .145 71�OOaR MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Yi) H TO2X PER WITHIN 8' OF EACH END • MANUFACTURES DETAILS. iB' O,C. MAX SPACING. 2X4= SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WIT14N 8' OF EACH END 4 18. O,G. MAX SPACING- NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6,= SECURED THROUGH SECURE TO BLOCK W/J-9(e•' NON-STRUCTURAL V TAPCONS TAPCON MIN. i Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) •DRYWALL WITHIN 8' OF EACH END 414 18. OJC. MAX SPACING, 1X4. OR PX2' P.T. NAILER 2XS� ❑ SECURE TO BLOCK W/2-%- 7(r,' O.S.B. X 4' MN. (MIN. (MIN. SHANK SIZE .HL9 DOOR CASING MIN. HEAD SIZE -4M DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. C. 18' O.MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED X) DOOR JAMB TO BLOCK +1-15 IS' C wffiDOW TO BLOCK +1-15/ 8' SCALE. RT$. 2X4:m SECURE TO BLOCK W/ a("' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y.') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS* OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X&smc SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL ' TAPCONS TAPCON MIN. IYi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CX'u a WITHIN 8' OF EACH END 4 DRYWALL IB' OL. MAX SPACING. 2X8» ❑ 1'X4' OR DQ' P.T. NAILER SECURE TO BLOCK W/2-V CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 0' O.G. MAX SPAWNS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 NOTE: 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO BLOCK +2 1�4" VWDOW TO BLOCK +1-1 n WBmw TO HIACK +2 1/4' SCALE. RTA D SCALE: U.S. 2X44e SECURETO BLOCK W( W6' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' EACH END 4 NOTE: STRUCTURAL 2X SPACING. MUST BE ON OUTSIDE 4 2Xb18' =MAX SECURED THROUGH SECUR NON-STRUCTURAL )W SECURE TO BLOCK W/1-iG,'TAPCON TAPCONS MIN. I Y4 (MIN. SHANK SIZE .145 (M EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 • CMN MIN. EMBEDMENT I Yi) ' DRYWALL WITHIN 8' OF EACH END 4 'X4. OR I'X2' P.T. NAILER IS' OL, MAX SPACING. 11 2X84mo SECURE TO BLOCK W/2-Vo' TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' OIC. MAX SPACING. MANUFACTURES DETAILS. Xom a.+r ree®®ro w.us.ues nx "rn eX®A'� DOOR JAMB TO BLOCK +3" %1 wnJDoI TO BLOCK +3' E: N.TA 2X4a SECURE TO BLOCK W/ V TAPC0NO (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A') WITHIN W OF EACH END t NOTE. STRUCTURAL 2X 18' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X&m SECURED THROUGH SECURE TO BLOCK WR-%' NON-STRUCTURAL )W TAPCONS(MIN. SHANK SIZE TAPCCN MN. I Yi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT OW) 8• CHU WITHIN 8' OF EACH END 4 K• DRYWALL 18' OG. MAX SPACING. ❑ I-X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-V 2X SECURE TO TAPCONS(MN. SHANK TRUCTURAL MEMBER J45 /(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE -100ND ATTACI4 4 6' TO W O.C. MAX MIN, EMBEDMENT I Yi)OOR CASING WITHIN 8' OF EACH ENOOR JAMB OR WINDOW IW O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +3" w C +3" F' BGALH: N.T$. 2X4= SECURE TO BLOCK W/Yi TAPCDWMM. SHANK SIZE .H45 MIN. HEAD SIZE -%M MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' =. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MN. I-Yi TAPCONB(MN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , Cm MIN. EMBEDMENT I Yi) • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK W/1-114' ')6' O$.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' Or- MAX SPACING. MANUFACTURES DETAILS. •»m ew+r raoeo ro nus ws mo nvr eXce®T(: DOOR JAMB TO BLACK +3-7/18' wn4Dow TO BLOCK +3-7 18' C' SCALE: N.T$. 2X4m SECURE TO BLOCK WYi TAPCONS (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) WITHIN 8' OF EACH END t NOTE: sTRJWTURAL 2x 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK Ul/I-V NON-STRUCTURAL V4' T APOONS TAPCON MN. IY4' (MIN. SWANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' CMU WITHIN 8' OF EACH END 4 )5• DRYWALL IB' O.G. MAX SPACING. ❑ PX4' OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK WA-114' X 4' MIN. TAPCONUS CASING. (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 rTTA'CW MIN. EMBEDMENT IYi) JAMB OR WINDOW WITHIN 8' OF EACH END 4 TO 2X PER IS' Or- MAX SPACING. MANFACI 5 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3 3/4" n WD( W TO BLOCK +3 3/4' A E C B I T E C T B 6 Gr u i 41 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdeslgngroup.com AA e: 0003325 h V N O V avaaiv 4k SAT SILVERADO LOT #1 BLK #18 PLR:OJECT¢ 03719.000-01182 MODEL' "2045-UNTANA" GAkiAGE 91117MG: LEFT PAGE: DETAILS 150 ikH EA B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 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 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR IV31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 22019.2 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 F118644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.30 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2414 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS V-11" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENSCORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-117 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.14RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2027FBCR 9/6/2021 FL 158.1 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 WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 ANC NIT 19 T ! Group 441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774 4078 www.abdesigngfoup.com AA #: 0003326 M q a A 0 h O-LLL j oulmm Ac LOT. SILVERADO LOT #1 BLK #18 PPIOJECT#1 03719.000- 01182 llWDEl- "2045-LANTANA" GARAGE BWMG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH E . B a r u I T e R v a PREFORMED C0NTRCL JOMT- 14.0ow OF CONTROL JOINTS Td ISE WPM TED TO LATH • V Oc. IMAX (%ERTJ. Nam, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P 6TUD EXISTS BEYOND EXCEPT STAPLES W/ V. LES MAY TRIP JOT . DIRNS INSTALLATION —� FASTENERS TO BE &PAGED •roc. M1Nt VERTICALLY -" r T14ICC 3 COAT C "W / \ PLASTER WRB LAYER Q, FORTPBER OUILDNG PAPER APPROVED METAL LATH FASTENED •r (VERTJ Or- MAX AT SUPPORT* WRIS LAYER % STUCCO ERAP WOOD SMEATMNG LAT14 SMALL NOT v To r BE CCTa&ua6 v ro s• nl TNROUGN CONTROL \ JONM EETT SMALL BE STOPPED AND TED AT EACH SDE PROVIDE 2X4 BLOCKING LOCK PER A6TM CW63 PLACED FLAT MAX W TO V w'I'4 FROM GONOWL JOT WEN LFASTEERS FOR LATM TO BE NAILS OR -i CONTRROL JOT FALLS ON / 6TRUC7URAL STUD STAPLES N C0MMLOICE RM A61M CW&3 STAPLES 2. IIERE TIES TO BE (NO. IW 0041V LIRE / 3. BLOCKING SHOW( MAY BE N ADDR \ TO WALL 87UDS RECUIRED PER PLAN NOTE, APPROVED 01111.064 WRAP SMALL ISE LAPPED A MESMRNM OF 6' • VERTICAL LAP* (ROLL ENDS) 4 S• • HORIZONTAL LAP*, ALL SEAM NEED TO !E TAPED IIIH FOR?E'JER BMEATNNG TAPE / / r nN ur • narAL LAMB \ \ be X X X� I LATH VERTICAL LAP TO BE I• Jc > .. I — — I METAL LATH WRB LAYER'I, STUCCO WRAP r P Y / \BI�JILDLANG P4PER��R/ I 2 SCA.LE. 1 VJ'•T O LrcLa wac.PhA O ;�a'x�n:e .A ®Nato ® ® KICKOUT DETAIL )aLD O R..A LrNIYO• ® LVOID NaMlp •R. A 7.0'Y.•R.D L cIRA•.. n. e L aTw• . Pr. e 8IRO RR.Gouc tiR. TRL R. G 1OIKN.R ® 80TT1rRYtl& 00 .* js;�) ® ®ro1e 0 • Tr Bona/ RPML WATR TI.rR 4•AL FOLD, pQ j' TRICK 3 COAT CEMENT PLASTER W"M (L W z core eW L AA•TR!(a,w uLRD LAYER a. PoRT"BEIR SUIL.DNG PAPER(pa" aLY) uIm LAYER 1 &TUCCO Lftw(p w•. OLY) LAP uYW OP OLOLD YRIr *'w NALN& 1LANOL ertOP '.a,• AXLYI IRRR OR OM, X. Ilael•RIOR - •Ie RMLL ILAG&" KCK-Our R.AwW rRQ �. I 0WARJ \ WATR4 TOW MAL (.R4a OR SOLO W 22Rer GW ll�i wTALL t[IaTaR FLAwan AT.arrcn w ROOF . wLL N,RRRIIONR VERTICAL LATH & PAPER DETAIL 60EE LAP* OF METAL PLASTER BABES SMALL BE SECURED TO FRAMING ME•®ERD. THEY SMALL BE TIED WRH 004-0-N (121-111U LIRE AT INTERVAL& NOT MORE THAN V (22S-MM). AS PER ASTM CW63 1AL FOR REPAIR OF TEAR& N WRIS LAYERS. TEARS MAY BE PATCHED WA40111E WRAP TAPE PER MANE. SPED. OR PEEL 4 STICK WOOD SNEATI EEIILDI PAM STUclo %• "am 3 COAT CEMENT PLASTER METAL LATH WHIM, LAYER 4, FORTPBER BUS.DNG PAPER ATN ePRR DI zmpi ov V4,1 1IV WOOD SHEATHING OR CM WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNJALL SCREED 5'X5' 'L' TYPE CONTINUOUS CsALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 45W SELF-AONERIMS MBMEERA►E FLASNING (COMPATELE W/ NCISE 6 WRAP MATERIAL) OVER q. R.ASMEYII TOTO IMBO ONTO PIPE I. OR LESS PIPE I F F b'1 *' *ELF-AOFERN6 MEI'DRA!! PENETRATION FLA6WIMS (COMPATIBLE W/ NOLME •.: I UERAIP MATERIAL) OVER 4504E s. GELF-ADNERING. MEMBRANE t FLASHINS OVER APPROVED Mouse ER.AP. ;� R.A&,EIG TO ExtIIS4o ONTO PIPE CUT AND OVERLAP ONE ODE OF SELF-ADFERNG MEMBRANE 'LABFrNt3 AND OVERLAP ONESE AP ���p STEP N ��p ACUT ADWERING STEP 02 PLASMS t WM LAYER % &TI1CC0 WRAP WRIS LAYER 4. FORTFIBER 0UKX) S PARR METAL LAT14 e5re' SELF-ADHERM MEMBRANE KA04M OVER 4'I14• INSTALL FASTENERS (CLIPS, SELF-ADFERNG MC-MERANE FLASNNG OVER APPROVED *TRAPSIE, STAPLES) AS +� am - REOIIID TO SECIlE FLASHING To EXTEND ONTO PIPE PIPE/ LIRE TO FRAMING 45r4' SELF-ADNERNG N'EMBWANE FLASHING OVER APPROVED MOUSE SRAP. aQ PIPE V COAT. BEAD OF SEALANT ALL APPROVED MOUBEUPAP AIR MPLTRAT'ION BARRIER OVER SHEATHING ELA6TOMIERIC COATING OVER SIUCC01 G.V. FNEFI (SEE TYP WALL SECTIOW N.T.S. SECTION PER SECTION R?D&l lb&w.baft Exterior of parlend carrent pester sw compy.ffiI ele applcetron requlrernents of ASTM C 926-12A. ImWfttlon of exterior IetlWg mw 6arnm shaft wrnply vial ASTM C 106312A. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER --- --- — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Groin 141 N. RONALD REAGAN BLS LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.abdesWgroup.com AA *. 0003326 a q M 0 a TL'n O F a sysD:v. as Lo1`. SILVERADO LOT #1 BLK. #18 PROJECT# 03719.000-01182 1[ODEL' °2045-LANTANA7 GARAGE STrMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 H E):F. B BACKER ROD BACKER ROD WRB LAYER 1, STUCCO WRAP INSTALL V SELF -ADHERING tEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECIVIENCt OF FLASHING TO BE: L BOTTOM, 2. SIDES, 3_ TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NCN-MOVABLE FRAME AND STUCCO ON LLL, AlCAULKING * JOINT PER SECTION R703.7 B9darlor IBIhhUC and weds kg Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT i' T14M 3 COAT CEMENT PLASTER FETAL LATH WRB LAYER Q, FORTPIBER BUILDING PAPER WOOD SHEATHING n DRYER VENT (FRAME) WOOD — CONSTUCTION WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRI5 LAYER 4, FORTIFIBER BUILDING PAPER 6' WIDE STRIP SELF ADIESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINA_%E PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP A SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'GlU1CK FL/ A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT d 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER N, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT V TO Ys' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL (?�HORIZONTAL WEEP SCREED ( FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 41, STUCCO UARAP WOOD SHEATHING APPROVED ELEC. METER FIELD HOUSEWRAP BELOW VERIFY LOCATION CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FCk EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I. -�C A -- SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING UM LAYER 1, STUCCO WRAP VAM LAYER @, FORITFIBER BUILDING PAPER METAL LATH •T)b' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTWAL MBIBER • l' Or— MAX 6' WIDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONR'r BEFORE APPLYIN S. V FINTaH • nAeO -Y HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 8' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING # APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEP #1 STEP #2 LAYER 11, STUCCO STUCCO WRAP STEP #3 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ® jIIMEMBRANE�FL�ING WFM LAYER •1, FORTIFIBER BUILDING PAPER STEP #4 / ELASTOMERIC COATING OVEVE R STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE ARCNITICTS Groin l41 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.00m AA N: 0003325 ro Z rn Y q 4 F WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER 3Ys HAT CHANNEL k THICK, 3 COAT CEMENT W/'I(i' TYPE 'X' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAIN wEEP SCREED WRB LAYER 1, STUCCO WRAP ' i J' THICK, 3 COAT CEMENT PLASTER _ 6'SELF-ADHERENG AM66-11l-0C-190 CUSTOM FLASHING WRAPPED i i \ �` • TOP OF: E WEEP SCREED TO SHEATHING BELOW i \ URB LAYER 1, STUCCO WRAP NZ WRB LAYER Q, FORTIFIB m I BUILDING PAPER i SELF-ADNE SING. FLASHING WRAPPED i STUGCLAOWR P AMICO AM" -UF C-180 CUSTOM CASING BEAD • CORDER OF CANTILEVER 4' POSITIVE DRAIN 1 J2 P P.r�Fen NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.0 CANT. SCALE: 1 1/2'.I'-V NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / A5TM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT HAT CHANNEL 5/8' TYPE -A' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH k THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEAT14NO '2) 2xI2 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTCN WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 I' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER M WEATHER RE916TIVE - BARRIER 4 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 814EATHING EXTERIOR GRADE DRY WALL %' THICK, 3 COAT CEM& PLASTER VJNYL CORNER BEAD 4—NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @�CAANITILEVER DRIP EDGE �-loom- ufflon- DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISFI LAYER (2 LAYER PEEL 4 STICK)-\ b' PEEL 4 STICK •DRIP EDGE TO DECK I JW W P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFING Set ' LAYER (2 LAYER PEEL a STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL 4 STICK s DRIP EDGE TO DECK—, i RXI 3'4 PT. OR 61MULAT WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR BACKE_IR ROD 4 SEAL ANT FNISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT MAT CHANNEL W(TEXTURED 4 PANTED FINISH J' THICK, 3 COAT CEMENT PLASTER COLUMN SFEATWIN6. WEATFMR RESISTIVE BAR\RIER 1 3' X 3' 26 GA GALv. UEATFER RESISTIVE METAL DRIP EDGE BARRIER Q SET N FULL BED OF SEALANT. V MN. i 6' S.AF. \ SPACE FROM DRIP �Q PEEL 4 STICCK FACE TO TREX I )WO 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT IV X 3' 26 GA GALV. Yi GAP FOR BACKER METAL DRIP EDGE ROD 4 SEALANT V GAP FOR BACKER SET N FULL BED OF ROD 4 SEALANT SEALANT, JQ MN. VINYL CASING BEAD ' ., SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE WEATHER (RESISTIVE VINYL CASING BEAD .i t . BARRIER 1 BARRIER 1 WEATHER RESISTIVE WEATHER RESISTIVE WATER PROOFING m BARRIER 4 -oaww.wra�s BARRIER 4 LAYER (2 LAYER PEEL F''' EXTERIOR COLUMN 4 STICK) \ , �"c.a COLUMN SHEATHING DECK MEMBRANE, 3' X W 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, JQ MN. SPACE FROM DRIP FACE TO TREX WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 1' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 81EAT14NG WIEATMER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER 4 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD I NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER 9' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING +o 'I' O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (14 A CORNER BEAD � FRAME 2 1/2' �"— CORNER BEAD (FASTENER 4 SPACING CMU %* THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD (a� BLOCK WOOD SHEATHING WRES LAYER 1, STUCCO WRAP FEEL 4 WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL IWTEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER 6' SAP. 06'x3' V FLASHING FULLY EMBEDDED N ROOF CEMENT l I )j' X 3' 26 GA CALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JV MIN. SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAM WEEP SCREED VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WRB LAYER 02, FORTIRBER BUILDING PAPER-1 METAL LATH —� i' THICK 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING , WINDOW FLANGE WOOD SHEATHING ! WRB LAYER "I, STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDING PAPER 10 ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 4, FORTIFIBER ! BUILDING PAPER—,-_ METAL LATH d' THICK 3 COAT CET PLASTER —� WSELF-ADHERING FLASHING WINDOW FLANGE 15B CASING BEAD 9 WINDOW (FRAME, NO BAND) A7(,Ws*ign 1 N. RONALD REAGAJEBILVD. LONGWOOD, FL327PH:407-774N307FAX: 407-774407wwwabdesigngroup. AA 8: 0003325 r4 y b q O ti ' BUBDIV. A. LOT SILVERADO LOT #1 BLK #18 PROJECT# 03719.000-01182 woaEJu "2045-LANTANA" GARAGE 81WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 H EXP. B WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER � METAL LATH j' THICK, 3 COAT CEMENT PLASTER &'SELF-ADI4ERING� FLASHING VINYL ANGLED CASING BEAD DRIP CAP - WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH i (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYE STUCCO WF A' GAP TYP f THICK, 3 COAT CEMENT CASING BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH s STUCCO TO SIDING TRANSITION WRB LAYER 42, FORTIFIBER BUILDING PAPP ER SIDING -WOOD SHEATHING WWm L-A T e1c n, \ \ WRB LAYER 9, STUCCO WRAP STUCCO WRAP I-- CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) ?. r g WOOD SNEATWING RE&eTIVE WRB LAYER rl, FORTIFIBER ` BUILDI PAPER i R�mettvE /41 / / / \ \ METAL LATH x�T A SOW./ / 6 ERn�G -ADH 3 COAT CEMENT .�j; 6 ' I 3 FLASHF- e16TIVE PLASAIDNERING TER i' s 1 BARRIER • ' STARTER STRIP / \\ \� uEATHERREeBTrvE BARRIER 9 &'SELF -ADHERING A FLASHING M s-ARRRNS �' ;i GALVR?:NTAL WINDOW FLANGE ' CASING BEAD ® WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD SHEATHING I Yi x 1. BSpR�I�AA?ED� WIDOD TRIM R EI IBER / \ TRIM Nolom GAP SICAULKING 1 OR AlrFIROVED SEALANT CASING SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2b LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER 01, WROOD CONSTIIIGTION--- BEYOND STUCCO WRAP UFOD SNEATWING NER RE318TIvE� MAJONER -1 UVATHER RESISTIVE —� B�(A,RBER Q WRB LAYER 02, FORTIF15ER WDix'REV�ALL�°'°"G� BUILDING PAPER 6'-ADNERNNG -� METAL LATH (STARTER 6TRWe—X (EXPLODED �� THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD @ RAISED 1 "7 A BAND ( FRAME) SCALE: 1 1/2' = I'-O' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH j WINDOW FRAME f / WRB LAYER 42, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING i (W/%' FLEXIBLE PVC BACKER ROD) r �— WIRE, LAYER 9, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY --------------------- --------------- i -------------------------------------- ----------- -------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANTS / TO WINDOW METAL LATH 6' SELF_ADNERIG FLASHING — WEATHER RE616TRVE MARINER -1 TO LAP W MIN. ABOVE TOP OF 'r FLAGGING `r UIEATIER RESISTVE MARINER 'I L WEATNER REM" BARRIER a GALVV FETAL W FLAGNIIG I Y. x 6• Sf11ATEp—� ''r TOP OFMASHING U�OD TRI1 MEI'®EIW E-j, BEAD V Wri CA6MG _Y� �x� 6' SIIIATED MVW FLEXIBLE PVC TRM FEFIBER BACICR IWJ \ ' °ELF-ADFERIIG FL.ASNPIG-'G'D1$1' \ I R 1 FLJ48HIING \I RGAP WcAl" tO9'E•IT PL/b7ETW' ♦ R OR APPROVED MAMA i,:; ILEATNER RESISTIVE nEAtNEIW RE613TIVE BARREN -1 BARRIER NIE.A.TNER RESISTIVE E_2 BEAD VNNrL C/ BARTER 4 ROD) PK SACKER SIDING TO STUCCO REGIST� ® FRAME TO FRAME 19 TRANSITION WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING H R R I WRB LAYER "I, I STUCCO WRAP 1 I 6' WIDE PEEL 4 STICK 1 OVER FLANGE ' WINDOW FLANGE 1 1 E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER *APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP BUILDING WRAP ��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — A k 9 N IT E C T 8 Groin 141 Ni RONALD REAGAN SO LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.Abd°slgngmup.com AA @: 0003325 w Z y 8 w 0 0 to a BtMDIV. aR IAT SILVERADO LOT #1 BLK. #18 PROJECT# 03719.000-01182 MODEL °2045-UNTANA" OARAOE SVFMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH W. B CUT HOISEEMP AT 4&' AMU MODS4® Y' CUT N HOUNIMPAP LINE OF tlJNDM- oPENNG APNSOVCD HOUSM~ OVER SHEATHING OVEI! UD &TUB WALL STEP 1 NAILING JAHM EXTOD FLASHING MIN r aELoF EX10 Ll FLEXIBLE LASHRIfi DO NOT SEAL BOTTOM --� m STEP 6 7EM°ORARILY — FOLD -IA- t becum HOUSBURAP(OR TIIOC FLAP UNDER) at HEAD POLLD HOIBELLRAP- IN AT JAPM t NLL slop£ "J. no. TO EXTERIOR SMTALL S'— SELF-AD4ERNG FLASHING OVER VINYL HEAD FLASHING (WTH ON") NAILING FLANGE 1 SELF-ADIIRH FLASHING i' MIN BEYOND JA'B FLASHING **TALL VINYL C CAP STEP 2 STEP 7 MN ALM FIASHNG SV Nt. EDGE OF SILL RO. I'ECWNCALLY PROTON FANNED EDOEA(CAP NA" GTAPLINU INSTALL DUPONT R.E)SUWP As U SASHAY AT THE ID! AOIESWE .NOBLE R..ASHN VER DRIP CAP ECTo-IWP ED") WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NT5 L IT b THE CONTACTOR& MAPON61BRtY To VWWY THEE COMPATISLITY OF ALL PRODUCM NCL)D ft HNCENIAP. SE.ALAOM 4 0ELFA044 RING, FLASHING MATERIALS USED MOOO CCN&TSCTIQI 7. **TALL ALL MATERIALS PER MANIFACT#RIERS U01617M BPECFICAtIOIIs sEALANre MAY REACT ADVEFAELY F NOT ATIDLE. AND SEAL JAM TO BILL JOINTS WITH PM It" FOLLOA00 COMPLEnON OF RIOR RETROFIT WORK REPAIR SCHE'M SHOUN SHALL BE EIPLEMENTED AT ALL WRIDOUIS WTM EVIDENCE OF WATER NTRLSION BELOW THE UENDOW OPENING NTERI01¢ PERRIETER OF UIINDOW UATI ALANT -74 A E C N I T E C T S 6 f►� --PH: 407-7746078 FAX: 407-774-0078 wwwabdesigngrouP•com AA #,. 0003325 V h m 0 0 R �FTJ1 BVHDIv. ac LID SILVERADO LOT #1 BLK. #18 PROJECT* 03719.000-01182 MODEL' "2045—mNTANA" GARAGE OWMG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 15O H E):R B PDAE. 8/03/ 00 8CALE: 1/4"=1'-0" WIEET WA5 i I - ------ -------- ------- -- --- ------}-------i -- - - -- --- 2x6 SUB-BANb W/1'x4' NOTCH a r - -- - - - - -- END, WRAPPED IN I PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE !1\\ I/8"1/8' TEXTURED I \\ ' FINISH a WOOD I \ 2x6 OW O AND - I\ 1/2' TEXTURED \ "� \ a FINISH a CMU / \ METAL FASCIA \\ FLAN \� WRAP As' FROM \\ I V STUCCO, I' FROM \ ---- --' WOOD WALL \\ ,' EXTERIOR WALL \ (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED .\ \\ FOR CLARITY ROOF DECK (BEYOND) op `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) I ®ELEVATION ®f'LAN A - 'i/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU -2x6 SUB -BAND W/I'x4' NOTCH IS END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL '11W TEXTURED 1-041W • WOOD, 1/2' TEXTURED FINISH • CM METAL LATH WRS LAYER'(, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) DRIP EDGE METAL KICK CUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WllJ 'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x �- ....- x x x x x x x x _ .. i`. SUB BAND DETAIL C& WALL W/KICK-OUT kME OR CMU 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 Wl%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 6 Groin 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 - FAX: 407-7744078 wwwabdesigngroup.corn AA N: 0003325 J 2 w h 0 R "' avaDiv. Z LOT SILVERADO LOT #1 BLK. #18 PROJECT# 03719.000-01182 MOD= "2045-LANTANA" GARAGE awir7G: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B TE-1 J TE-t L ' 3 1 FM-18X18 1 F2-24X24 F2-24X24 LLI W 7 4" CONC. w SLAB o m \, *-3112 1. \� I m '\ _ g i, FM-16X78 e N ILL 4" PVC '��\ 3'-10" 9'-2" 4'-4' 7'-0" M CRASEN\ I �\ '\ I I m '\ I \ 0 1 I t I ,\ \\ I TOP OF TE-1 _ \ SLAB O m I v \ N �n ci o I w IF- u' -31/ �\ `\ 1" PVC CHASE x I— J FOR ELEC. Q TE-1 I` � ISLAND 12 LL \ I I I �\ I I I ;1\\ o Zb a I , 16'-B" ` 23'-6" \ 4 TE-1 w Y ul SLAB/2' EX]E-l— IF- L TE-1_ "' L _ &-8"ND 5'1" 4'-10" 2'-8" 4" I I 4:3112" (� 5p I X I EXTEND I I N I m SLAB 1 tYL" FM-16X18 — Im 4" CONC N ILL 4-0" Ig W SLAB I I N ( ly a *31/2 I 2 O 2 __--J 1 rn 7 c I m l 4" 5'-2"0 4" I I TE-1 ILL 5 1/2"LL I F2-24X24 1 1 1't FMG-16X18 FMC-16X18 �1 _ FM-16Xl8 0 5'-10" I. 13'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +..0'-W. SEE SURVEY PLOT FOR NAVD. 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 11Y 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. 11.01NDICATED #5 BAR, GINDICATES #6 BAR,■NDICATES #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 16. 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: Pm = 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 3 OF SLAB SUPPORTED Y-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 DOWEL LEGEND © 8-x8' MASONRY COLUM W/ (2) 5'5 ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN Ul/ 5 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS Wl.4xW1.4 OVER GENERAL 3 1/2" 16XB 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-l6xl8 16" CONTINUOUS 18' - (2) #6. FMC-1608 16" CONTINUOUS 18" - s #5 IN CURB VARIES F-24x24 24" 1., 12" s s - (+)0"-0" TEA 8" SEE PLAN 8" - s #5 IN CURB OU-0" F/30X30 30, 30" 12" (3)#6S s _ 001-8" Ft-42X42 42" 42" 12" (3)#5S ) s _ (-)9-8" 72-24X24 24" 24" 12" (2) #SS s FOUNDATION PLAN SCALE: 1/4" = V-0" TPI A 8 C III T E C T 8 Groin IN' RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 Z h 0 F StmDIV. Ae M07 SILVERADO LOT #1 BLR. #18 PROJECT�1 03719.000-01182 MODEL" "2045—LWANA° GARAGE STaNG: LEFT PAGE: FOUNDATION PLAN 150 PH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING tt Z STEEL REINFORCING IN GROUTED .1 STEEL REINFORCING IN GROUTED — - CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND Q } SPACING REQUIREMENTS SPACING REQUIREMENTSaf Ly �w _ ¢ Lu mU w _ . 1�v : .. .^.... GARAGE DOOR W RECESS O a a I � FM •. S� m z 6"CMU WALL O 8" CMU WALL , CORNER BARS, SAME SIZE AS LARGER BAR I w w B+ 0 `� g o ? 0'-0' ; ,I IN FOUNDATION WITH 30" LEG EACH � - W U m - +- 0'-0' TOP OF SLAB � � d ., � WAY AT ALL CHANGES IN DIRECTIONS ... - SO THAT THE STEEL REINF. IS CONTINUOUS V) m TOP SLAB � _ � � � MATCH AMOUNT OF CONTINUOUS BARS • •: CURB FOR EXT. PORCH SLAB WI ,Yd" ISOLATION_, SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1-STORY)- 16" - � EXT. PORCH SLAB � - V IES SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER � f o (" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N� MASONRY � UNITS SET AT ELEV: • JOINT (WHERE. 6' CHAMFER (2STORY) #4 Y4" W/1/Y ISOLATIONa' (iSTORY) 6" CHAMFER(2STORY) ```. .: 0•-0" APPLICABLE) Z SEE SCHEDULE JOINT (WHERE r. EE SCHEDULE FOR WxD, BAR SIZE'' APPLICABLE) z ° FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING #6 36" AND BAR QUANTITY #7 42" iv AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND ��EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/a"=1'-0" @ GARAGE BARS DETAIL DOOR OPENING 0`9� SCALE: 314"=1'-0' 4 SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 46" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN tL 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE LU 0 a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE > en NEW REINF. BAR SPACING. SINGLE BTM. PLATE ,(2":9" WEDGE ANCHOR W/Y BTM. PLATE TO 8E PT. O (_ SECURED W/ 2- PART g TO BE PT. PROVIDE DBL TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY 2' CAPPED a EPDXY. MIN. EMBED I E XY. EPDXY 5-1/2" EMBED. MIN. @ 16" OC GALVANIZED PIPE ' Q � _ SIMPSON SPH4 OR SPH6 MAX. NAIL DD 16" NAL STAGGERED. ADDITIONAL METAL W/FLANGE 0 BASE ¢ O FOLLOW ALL MANF. = BTM AND TOP PLATE CONNECTORS NOT K SPECIFICATIONS FOR 0) Q ANCHORS Wl 11 x i 1/2" REQUIRED WHEN NO o = m USE AND PREPARATION OF COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w 0) UPLIFT IS PRESENT. HOLE: 3" w K w x SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO Q Q SLAB W/(4)1/4"X21/4" O +0'-0' TAPCONS o'QQU TOP OF SLAB . TOP OF SLAB 4"CHAMFER(,-STORY) °.. -- �- -- 6'CAMHFER (2 STORY) �•. - E�Q• EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 C MONOLITHIC FOUNDATION 7 scALE:34'=,-0 UPLIFT) SCALE: 3/4"=1'-0 (NO UPLIFT) SCALE:3/4"=1'-0" V SCALE:3/4"=t'-0' (W/ LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE DBL. TOP PLATE 16" OIC STAGGERED. Ir Q w ADDITIONAL METAL m U CONNECTORS NOT v Ra. EQUIRED WHEN NO CE UPLIFT IS PRESENT. U 6" CMU WALL e' VARIES B' m +- 0'0" POURED LINTEL CONT. (TYP.) 6" CMU FILLED CELL (TYP.) �+W" 3' 3' _ --+ �• TOP OF SLAB �' SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB Z [/�. •- SEE SLAB SCHEDULE s 1/2' DIA. SIMPSON ST82 BOLTS S ''~ MINIMUM EMBEDMENT INTO C - a.. g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °•y =°_ POUREDMONOLITHICALLYWITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE /FOR WXD, BAR SIZE s AND BAR QUANTITY ✓ AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 SCALE: 9 SDALE:34"=,'-0" NO UPLIFT ( ) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3l4"=1'-0" 11 SCALE: 3!4"=1'-0" A E B N IT E C T 8 6 rou G wit N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Z to b 0 Q 1 stmDIV. de IAT: SILVERA 0O LOT #1 BLK #18 PROJECT# 03719.000-01182 MODEL' "2045-LANTANA" GARAGE BTFMG: LEFT PAGE: DETAILS V. 150 MPH ER. B 23-r A R 6 N I T E 6 T S Groin KI N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA B: OD03325 h Y h o� U M O N O �F SUBDIV. & LOT SILVERADO LOT #1 BLK #18 PROJECT/ 103719.000-01182 MODEL: "2045-LANTANA" GARAGE 8'WMG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B >P>icarwr 8/03/20 DATE: SCALE: 1/4"=1'-0" DOWEL PLAN SCALE: 114" = V-0" s1.2 TIE VERTICAL REBARc TO HORIZONTAL ! REBAR HOOK Z GROUTED BOND BEAM i� VARIES PER ELEV. iN •I D .1 ED 0 CLEAN OUT REQUIR Q FOR INSPECTION m e .1' ' 0'-o FIN. FLR. •a • — TIE ERTICAL REBAR .. -� e TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� 18" #3LU i > #4 24" �U m #5 30" #6 36" #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" Wx8" MASONRY COLUMN W/ (2) #SS ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 m ❑ © DOWEL IN FOUNDATION. %,DOUBLE FILLED CELL OFFSET METHOD CONTINUOUS BARvsIZE a86ARDw. METHOD #4 24" HORIZONTAL/VERTICAL #5 30" REINFORCING '� �" 2 SCALE: 3/4"=1'-0" #5 BARS F mb8" �.1lcc CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS ARCNITICTi 6 Gre�uirr.. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com L AA #: 0003325 J V L w F BLJHDLV. at Lo SILVERADO LOT #1 BLK #18 PROJECT* 03719.000-01182 MODEL, °2045-LANTANA" GARAGE STUNG: LEFT PAGE: DETAILS t,150,MPH EXP. B GENERAL NOT ES ,.)CODES 1.1 FLOWDA BUl1I0�6 coDE em FnITroN. zSn REsa7ENTML SECTroNS FNm24 RBN. ,2 FLORIN BU6ON0 CO�,RA EDGpN.2dTBlM�MG. 3ECftlNS 1B012a21%. ,3 Bl11LI1fq COOS REOU"E#EMSFORIS%FORCED CONCRETE IACl318-tdt to BlRDa1f•CODE REIXINOBRS ANO SPECFMPTpN FOR MOSOfR1'SfRl1CT1AES(Aq 1g13 a AC1530.1-t3) 15 OHtICAN SOCETY aF C7Vl ENGIFFRS MN6RA1 OESx3N LOADS FOR fUIIDINGSA7D OTIHt STRUCIIRFR 1ASCE ]-HN. 2) 00NCIETE' 2.1 CONCRETE COI.PRFSSNE SfRFNGTHAT ZB MY3: 2.1.1 FREf:ART W43TAFaIARD RE2FORCFMT31TAOd P&MN 2.11 PRECAST wIPREsrrffss REOFgKB,Exrmao PSl 2.1.3 CAROM PERASTM G]6-30W P81 W(MAx are' AGGFEGATE, B' TO tt' SLWP. 22 R .1VFORCaiO BARS 2.22 STE NPRECASf La4TELAi Tf4EOFFASRICAT )MWM0815(G OEOE ) 222 STEEL IN LOIFEL AFD IdOCI67-WxOCK(PWREU FELD)ASTM IBIS (GPAOE b)• 2.3 PRESTRESS STRANDSASTM MI6 T-WPE,5RE&S RELIEVED 2m 2,1 DETAIAI L REaFORCEMEM IN ACCOPDNICE WITH ACI315. 2.5 CONCRET1Np OPERATxxAS S1iPLL COMPLY W7M ACI STANDARDS. 2.B DaS WIRE PER ASTMAKB. 3j MASONRY: 3.1 CONCRETE I4ASOFdiV 114R3ICAN)SHALL CONORNTOASTM GBD, NORMAL. WEIGHT WfRi Md4VARA NET A�ACOMPRESSNE STTENGIH 2O00PS1. 33 MOMARSHALL CON-ORM TO ASTM GZ/OTYPEx aR'S 3A FI.Ni^l4A JOIM32 �OUMPF 3A MOgWMAGGREOATE 2B81V COMPAESSNE S7IENGTH OF E AND MOMAR SW1Ll NOT BE 1E58 THAN FT1= 20a5PSY. MA4DIF2YSTRQIGTH3HALL BE ESTABLLSIEO BY THE 9.NR ST�NGTH METHOD' OR ALTERNATIVELr. BY TIE TATISM TEST METIgO' WIHEUSAI REOl/a7EMEM8 HAVE NOT BFJl+I.ET. aI STRIICTUINL 1.1 SAFE LOAD VALLESARE OASFD ON LNIELS HILDIHQ BEARaNG OF B'(WIIHAMwIIM ACCEPTABLE BEARaGOF 1' PER FLORa]A BU41101G CODE BM EONpN.201i PEBOEMIAI., SECTON R80a.85OR FLORW BULONGCOOE BTH EIXTION, 2d] BUaDNG, SECTION 21d.1 42 SAFE LOAD VALUES 61l4:Dpl RpTgWLL0ESx2N A7MLV515 PERAC13te AIA OACI S?fa 45 OFRClFR M11Y EVAlWTE CONCENTRATED LOADS FFpMMRE 6AFE LOADTABLES BY CALCIAAT MA%66a1 RESTS'TdG MOAEMMOSIEM AT4 DISTANCE AWAY FROM TIE FACE OF TILE BIRPORT. dA FOR LMELLENGTH AT BF ORGI>EATER, V(3RC. FA Fl1ED SWITH GROIRD AI Ma,MIM ONE (1) ab VERICAL R®M 6 REOUaED AT AT FACH EIq OFF THE LmFi. 45 LNIElS TINT ARE GREATERTWR H'4 CIEM SPNI MUST BE PROVaIEDTEMPORARY SUPPORT, 7qT fE REMOVED lN(nL 2 MYSAFTEIiGROUF PLACELEM. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x t 12• HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE. CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE UNTELS, 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-). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS 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 PaS36, .17T "x 2 7/8" LONG, WITH WASHER N 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 01-T, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK 11@ 1 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 (�) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 1 8"X8" (1)05 GROUTED SOLID GRAVITY & UPLIFT SAFE 8*x8" RECESS DOOR HEADERaff. ",D HEADER ®®®® �®©f.a ®®®®®®® GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32' RECESS DOOR HEADER ,� F�aw w nluMl 2.m nl. 121d6v.ME 121Ba 31xId.6WIPE rnN. 121d.6wW 1Zlro 1211w.F-E 12Iw 1z1OI.AN2PE mw. "w mw.E-E mw. +woo cxsr mD•.swaE m"w.8173 lW 1z,THA-E M wood mw.swFa mH. Pq[rwsT M.-E. mw m o..Fw 1z)w.a PR T IZl w.awlaE rnw.> Ix)[P.6 YAFd: rz)"o.. NIEusT RIOI.a MH rn r..FMRE m�-. rz1 Ol.avnPF mH". rzl W.Fw"e muo.a R1M.5vNPE 121He.4 "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 1 1 6%0p46NSSS SAF.E GOAD 1 1 6UW-6SAFE LOAD - POUNDS PER LINEAR FOOT 7d (42") PRECAST 2287 SM 4% 0113 7947 1W4 10M4 IfMf Sdt (47) PRECAST 1026 1024 1898 X-C(42") PRECAST IMa NM WIN 4M/ ON flea 7M 4'-0' (4E) PRECAST 1(Mg 2M1 3761 NX 4M0 Mr 70H Mr 4,4' (�") PRECAST 7B6 769 130E 4'-0• (/B') PRECAST 1Na 2aM 30M M1f 45M ON SM NM 4fM W13 7d7 -4 1Mr „6N 1aM a106 aM0 3815 4M0 NX MM 4,d 6iP) PRECAST t5B9 I M 2110 arf aM 46m 6M0 ON 4'4t (54') PRECAST 882 691 1873 Pot (549 PRECAST f207 ado 2- -6 4w 47// fwf aM da6 MH M MR 1Nf4 IMM 1- MW VW Mr 4w 4T7, MM 5,4� (849 PRECAST 1217 1w UN I= NO aN a1M 420 S4' (64-) PRECAST 411 411 745 S4' CHI PRECAST 1w 171 22M 28M NN all an HM ear Mr 7w fd HH me Safi Tar Mar MITI 4@ 8-17 a0"1 PRECAST laez 1la H7a Hal 20M NH 3Mf at70 5-17 (70') PRECAST 340 98B 818 S•10' p0") PRECAST fM aNf 31r aM0 4133 t4M a@ No 7,f1 WI r ,Q7 m >M ara aaM aM Sw cm PRECAST 908 ,Nf an Mao art sIm Mar wI Sd (789 PRECAST 5D7 721 490 e-0' (M PRECAST rf asf ,2N an am am SM sm M6 14M ,Ma NN 1 27r I JIMl I 3M Tot (On PRECAST 743 HNp W" WV 20 Nr SM WE T!• Pn PRECAST 424 5314 383 r4r (M1� PRECAST7a IN nu a2N 2101 llla wl fw 01T1 1Nt tfr NH a"0 2fw atNV-C 11 PRECAST ( ?7 564 ® 1M6 NN Mae NM MM 94' (11� PRECAST 828 512 230 S4' (112� PFlBCA4T7M M, 7N 11 1w ,M 1W N"1 MN NN w fM HH HH I110 2N1 NH 1v4t (1281 PRECAST 475 w1- 2Mf 2A7 2Nf Nr 1S4t (12r) PRECAST 284 401 180 IQW (`IM PRECAST -am 0H , 1 w +ae WN 2M 47M m aN ttM 4�,7M NM NO11'-i 1 38') PPECJIBT 302 1w 1w 21N era 40N 114- (139•) PRECAST 250 462 154 114' (188') PREC/ISTwtar/wafNafa4N6 w4 ad MO iw >s 1M 1( dd eN 1m HH /aa" afM 17-0' (1447 PRECAST 387 19r /M, 2tM NM a3M 17-0' (1M7 PRECAST 244 402 137 17-0' (144') PRECAST 4m dr 7N 90a , 1306. NN V3 7N4 ter 2fM NM aMa 4m w w t1M / Ir a0m 13.4• (180'9 PRECAST 296 471 7N 1M6 I'm Hr Im 2ra 13'4• (IW) PRECAST 217 324 110 134' (IfIn PRECAST 418 w NT 7a6 M4 t 1323 4n 7r tM6 t4N tw 2aH ear 4M dM 7M HM H 1 frt IW4' 1 ( 89� PRECAST 279 MI 7m Ion HM 1MM 2H7 no W41P (108) PRECAST 205 293 100 1P-0' (18n PRECAST 3d aM aM 729 w t 12N 40 7M tNs I= tfa Z NN 410 4M 717 tNa 1 ,M7 14'-0' (17I' PRESTRESSED MR IN IN Mt Nt N, N1 H1 14'-0' (1m PRES11� N.R.204 91 w4' (178) PsEmessw 2r aN 04 306 MO OM fR fM aN fH i6staft.. ,13t 17r dM 7M tam tra 7a16 Ntr z7H 1S4• (184') PRE8RRE89® Nit. IN MR M 1tR 184• (184•) PRE N.R.50 83 784' (1S4') P 2N 2M 313 w 4r MA OV w 7M Mt amm fw 412 NZ 7f0 um /7N Nr 2aN NH 1T4• on I MR IM fR IN N< INNR MR 1T4• am PRESTRESSED N.R 194 84 1T4• wn PREP ra tM ]M Mf 40 wf flr 740 w 7M ,m m 1wa Ni w IN) INI ,Mf ,w a w I" (�) PRE MR IR IM 1R Ht tat Ia1 m 194' (2ffi') TI N.R. 14I sz 1S4• p32'1 PRI�lIESB® 1 t >n w dw fw fw W a tl) IN RV Ing SM ,rf NR 125 42 2t4• (2R8"( PRE tM Nf ds m d,mu. t- 21'-CPS) P NR Nt 7M 1M Nl 1M IN w r w t1H2V-C�PRE7A� 27-0' (264') PRESTR� 1w - ra 7a dM f0f w fw MO27-0• P64) PRE NR M 'R IM IM 274r �9 PRESf_ N.R. 118 40 1r w w 7M tow 31"MMNt*3.194m ra tx m /N w 4H w 4M Ma24'd M7IN RI5') PRESTRESS® NR NR rfT w4r per) PREM NR 91 33 2P-0• Mn PRESTRESSED tN N2 IN IN 6N -40ONMF (Y) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR, (I) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EMTION -PRECAST PRODUCTS BY OTHERS TO MEET OR EKOE?D VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM P OF BEARING PAST EACH SIDE OF WMIDOW OPENING I- -- - - - - - - - ---------------------------------- ----� ♦BF7 AVOWOB 2 8F16-qT OM/OB 8F16.1T/0W1B 8F16-1T/OM/1B 10'-2• 1 ♦♦ 4�-g" 1T-6" ; 1 ♦ 1 ♦♦♦ 1 4* 1 ♦♦ 1 ♦♦ p 1 I AHTT �` 1 ♦♦♦ 1 IF16-1TIOWOB ; 8F76-lT/OWOB 1 1 1 ♦♦♦ 1 1 1 ♦♦ 0 t 1 1 1 1 ♦♦♦ 1 1 1 ♦♦♦ O 1 1 �' 1 1 ♦♦ I ° 1 ♦♦♦ , 1 4 I 1 ♦ 1 1 Y 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16 1 Li 1 1 1 1 1 1 1 1 1 1 1 U.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR ON TOP OF WALL 1 1 EL.9'4" 1 1 1 1 1 I 1 1 1 m 1 1 1 1 1 1 ~e 1 c 1 � <� ♦ 1 i ♦* 1 1 � 1 1 II 1 1 1 1 4tJ I 1 1 ♦ 1 1 1 1♦♦♦ 1 1 ♦♦ 1 ♦ 1 I I ♦ 8F8-1110M/OB 1 1 1 ♦ I 1 ; 1 1 1 ♦♦ I 1 1 �,, 1 I I 1 I 1 ♦1 1♦ 1 1 I 1 V 1 I Y 1 1 1 I I 1 1 1 1 1 1 1 1 1 A 1 1 1 1 ♦J. 1 CH5 it - -r- -�- ---�"i ♦♦ 1 1 1 1 ♦♦ 1 b 1 ♦♦ 8F16-1T/OM/0B 8F36-1T 1B 1 1 I 5'-1p^ ♦ 1 1 17 1 1 1 1 1 �------------------% ----------------------------- LIFT BEAM PLAN SCALE: 1/4" = l'-0" A N C N I T E C T s 6 Grou * Inc 14i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607E FAX: 407-774-4078 wwwAbdesigngroup.com AA 9: 0003326 V q b yO O sF 9 INUDDW. S. LOT SILVERADO LOT #1 BLK #18 PItOJSCT* 03719.000-01182 )MODEL. "2045-UMANA" GARAGE SINMM LEFT PAGE: LIFT BEAM PLAN 150 MPH EXP. B NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x8 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 15 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING v PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH BAR CONTINUOUS AROUND (1)#5 acl AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 io TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR B"x16"5. SHOULD THE COINCIDE WITH A INTEL THESOTEEOM BOND BEAM _ BONDED #5 CORNER BAR W/ 30" LAP FOR EACH pJ� COURSE OF BOND BREAM IS OM AND A LINTEL ISPM LACED. THE 1#5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. A \C\•�Q 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK , p$5' FrG� 8xi6 DBL BOND TOP OF BOND BEAM EACH COURSE / ,��•� 0 Q�E BEAM W/ (1) #5:01—O—PE:NING •\Q Sz8 BOND BEAM TOP OF •�\ W/(1)#5 BAR .y: BOND BEAM 30° TYPICAL 1 F =FILLED W/GROUT I\ �\\p� U =UNFILLED GROUT SOLID FROM OP .p1\� NOMINAL LINTEL TO TOP OF BOND WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.BEAMCOURSE#5 BAR IN BOND BEAM E NOTE 5 CONCRETE 16-1 T/1 LINTEL WJ(1 #S (l2)E LENGTH OF BAR=WIDTH OF MASONRY PQ�EF�IGFNiT� OF #s'S TOP 0 OPENING - 2" CORNER IT IS THIS ENGINEER'S INTENT BQND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-17f1 MroB INDICATES ADOUBLE BOND BEAM #OF #5'S, BOTTOM BXB PRE CAST CONCRETE SCALE:34"=1'0 (DEREEINNFORCING OF BOND BEAM AND %FXX- iTNWoB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEEL (LI) REFER THIS SCALE: 3(4"=1'-0" IT IS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1TIIMMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8' FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 2J/16 TAPCON ., 1 w, PRE -CAST -.a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4' 8' SLOPE FROM EACH END AND 18" 7 fD O.C. MAX. MIN 1-114" O ' `L EMBEDMENT R 2x8 (MIN 2 X 3) 2-3116 VE TAPCON ORPIN (MIN OPEN FACE SHELL SO SHANK S ZE.D 5I MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER ELK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARDACIHOOK TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION CORNER BARS "=1-0" ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1/2 5 3 SCALE: 3/4"=1'-O" ( PROVIDE Y DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I .1 I I > - I SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II i II � I�8z8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: A R C N I T R C T a 0 V�7I Groin Al N. RONALD REAGAN BL% LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngfoup.com AA M 0003326 4 V C1 ti 1 aysan►. ae LOT: SILVERADO LOT #1 BLK #18 PROJECT# 03719.000-01182 MODEZA °2045-LANTANA" GARAGE OWMG: LEFT PAGE: DETAILS 150 MPH ER. B A R C N I T E C 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)10d x 1 1 /2- HOG 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 ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. @ N N N U U W W W U U HATCHING DENOTES KNEE WALL TO 13'-10" AH11T - 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE AH15 TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. AH17 AH19 A A A A A A Gro�uu LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.00m AA M: 0003325 J q pa° M aUIBDrv. & LOT: SILVERADO LOT #1 BLK #18 PROJECT# 03719.000-01182 MODEL: "2045-LANTANA" GARAGE S'WXNC: LEFT PAGE: FRAMING PLAN 150 MPH EyP. B DT 8/03/20 SCALE: 1/4"=1'-0" FRAMING PLAN SCALE: 1/4' = T-W S3 A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x , e NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 e NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 } NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. W SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4•', 6", 8" x 4'-0" 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 @ 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, U770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ GIRDER CONNECTOR(S) sc BBB BAO®t90CK iFICIG®8 45M 3/4' WOOD PANELS 6000 (2) VT WOOD PANELS 60 (2)12' WOOD PANELS 90 2x LUMBER 4 3W' T & G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE£NG WOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECRE IJOIST TO TOP PLATE .1(2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING i/2" GYP. WL. BD. �,i-JOIST CONNECTION @ L.B.W. �* SCALE:3/4"=1'-9' (NO UPLIFT) OUTER V3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5'0 SGL. STUD HOLE EDGE >5/8" 01 HOLE DIAMETER < 3/5"D DBL. STUD STUD NOTCHING 1 AND BORING LIMITS 0 SCALE: 1 12"=1'-0" ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 --. TRUSS ANCHOR WITH (9)10d x 1 e NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOFNYAWFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2•' x 4", 6", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(i) SIMPSON LGT3SDS2.5 GIRDER TIEDOW WITH (4) r x 5" TITEN HD TO CMU AND (12) SC 1�k }" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH J" x 5" TITEN HD TO CMU AND (18) SOS }" x ix2, 2x WOOD FASCIA(2) 3" TO GIRDER SEE ARCHITECTURALC-(2) SIMPSON FGTR GIRDER TIEDOWNS WIT 2z SECURED W/ N t6d(2) GALV. COMMON NAILS. }" x 5'TITEN HO TO CMU AND (18) SDS } x lx2 SECURED W/ 10d MASONSCREWS TO GIRDER (EACH GALV. COMMON NAILS ,SCHEDULE ROUTETIEDOWN) ENSURE THAT CELLS ARE GROUTED 12" O/C SEEE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LEIS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF FS A 3/4"='-0" GIRDER CONNECTORS) 8 8A0)® Km TH OO M 4500 3/4'WOOD PANELS 6000 (2)12' WOOD PANELS 60 (2)1/2- WOOD PANELS 90 2x LUMBER LSTA72 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. EACH ENO TOTAL OF 10 LVIJIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN.7"EMBEDMENT TO SLAB & (18)16d x 2A NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4a LVLIWOOD POST CONNECTIONS 5 SCALE: 3l4"=1'-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS WI (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 1W GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0' # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 21/4•' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=,•-0" ONOT USED 6 EDGE CENTRAL SPACING SPACING SEE SEE s CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O W 512" MIN. EMBED. I YP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4•-0". 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °D CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, C4MF CR4l:INl� RFfN IIRFNIFNT LEDGER SCHEDULE MARK SIZE BOLTSIZE WEDGE COUMSPADMG A DOUBLE 2x8 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 12" 8" O/C 16•' O/C D DOUBLE 2x10 3/4•' 8'• O/C 24" O/C E DOUBLE 2x10 314" 6" O/C i6" O/C F DOUBLE 2xl2 3/4" 6•' O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=T-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-W O.C. (AT SHEATHING 01-0" TO 30'-W (1) "X" BRACE SEAMS) 30A- TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE ® CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL :1(2) MIN. EMBED. AT 32" OC MAX. PRE-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/ i0d•s @ EACH TRUSS TO BE INSTALLED - 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=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 HiOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" A R C B I T E C T i 6 Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 wwwabdesigngroup.com L AA #: 0003325 Ir N [y 04 3 SUSDIv ee LOT. SILVERADO LOT #1 BLK #18 PROJECT* 03719.000-01182 WOaEs;. 2045—LANTANA" GARAGE 81WIWG: LEFT PAGE: DETAILS 150 MPH EXP. B FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16""x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING TRUSS 2x4 STRONGBACK, FLOOR BRACING SCALE: 3l4"=1'-0" StMPSON H6 W/ (8)Bd COMMON NAILS 21 STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FL OORPLATE STRAPS W/ 10d x 1 12"HOG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" DBL PT 2x6 BLKNG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 216 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION N z OU O �g5�w PER ELEVATION m lX2 FIRE -STOP - MI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 314' AS SHOWN SIMPSON A23 EA.TRUSS /q^ I4ALL.YiG PATTERN - PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2XLEDGER FRAMING PLAN) _ SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4'�t'-0" #8 WOOD SCREWS x 2" LONG ® 3" O.C.; STAGGERED MI AS SHOWN III DBL 2X8 LEDGER 11yIN11 TO CMU W/ 12" Er BOLT 8" CMU WALL AT 16" O.C. AND 8"FROM HE PER PLAN END W/ MIN 5-11T EMBED. FLOOR DECK PER ELEVATION /4" 3Z NALLYi'GjPPAATTERN 3 �OU Oa' �g5�w PER ELEVATION m PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=1'-W 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLKNG BETWEEN TRUSSES Wl 10d @ 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d Q 3" O.C. 98 WOOD SCREWS NOTE: @ TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; 2x4AI TOENAIL BLOCKING TRUSS . B4A10E. Bd ( ) STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2N0 FLR) 3/4" AS SHOWN 2x4 BRACE 48" O.C. wl (5)12d V-4" MIN. FROM 2ND. FUR. FLOOR DECK tµ NAILS @ EA, END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 112" EXP. BOLT MI 8d RING SHANK NAILS 0 4" O.C. MAX (SBT. OF FLOOR TRUSS 8" CMU WALL AT 16' O.C. AND 8" FROM INTO BLOCKING (ST. 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-12" EMBED. 1 Sd NAILS @ IT' O.C. MAX 1X2 FIRE -STOPPER ELEVATION FLOOR DEC Ifl �'4, PER ELEVATION PER ELEVATION U. O i NAILING PATTERN 0O a VU PER ELEVATION m—az- PER ELEVATION PER ELEVATION 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER WI FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS @,2 G.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY IX2 FIRESTOP LEDGER INSTALLED TOO LOW SIMPSONHETA-160 W/ TRUSS PLAN) AT TRUSSES PARALLEL 3T O.C. MAX. (VERIFYWITRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 sCALE:34=,-0 PRE-ENG FLOOR TRUSSES NOT USED 6 O7 SCALE: 314"=1'-0" / PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS N-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW 0IN ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION J41 I I FOR STRAPPING I I � VERIFY PRE{NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/TRUSS PLAN TRUSS TO TOP PLATE 518' GYPSUM BOARD OR 1/2"HIGH W/ 1/2" DIA ANCHOR BOLT W/ 2" - A - SIMPSON MTS12 STRENGTH CLG. BOARD 4X4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w! (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B- (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2X8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12ds S" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• •0: SIMPSON SPH4 OR SPH6 BTM, 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 112, COMMON NAILS SECURE ST. PLATE TO SLAB WI CONT. 2x4 SECURED W/ (2)10ds @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 12"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-0.O.C. MAX. EPDXY 5-1/2' EMBED. MIN. Q 16" <� .1 1 OQ 10b I Oi�i OC MAX. SCALE: 3/4"=1'-0" GABLE END.BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL `` TMAMTDPOSTCON ECRON O SCALE: 3/4"=1'-0" " " A: SIMPSON MTS-12 U < 990 LBS Wl (14)10d GALV. NAILS. • LL . B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGTIHOU4 U < 4565 LBS VGT TO TRUSS WI (16) 1/4"x3"SDS, (1) 5/6'- A.T.R. TO HDU4 AND (10)1/4" X 2 12" SDS TO POST CONNECTION @ -TRUSS 9a CONNEN `9b SCALE: 3/4"=V-0" A8B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GAO 335 W/ 518 DIA. x 6' EXP. BOLT _ C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5!8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2"NAILS TO POST. A N C N I T E G T N 6 Grou ' Una WS N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-774.5078 FAX: 407-7744078 www,abdesWigmup.com AA #, 0003325 Y Y 0 C 0. 9tMDLV Ae LOOT: SILVERADO LOT #1 BLK #18 PROJECT# 03719.000-01182 MODEL: "2045-LANTANA" GARAGE 91rMG: LEFT PAGE: DETAILS 150 MPH EXP. B (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 @ EA. SIMPSON H10A OR LGT-2 W/ 10'-6" SIDE i 0dX1 } HOG NAILS; FILL ALL PRE-ENG TRUSS HOLES FIBERGLASS SHINGLES OVER #30 FELT PAPER ON k O.S.B. MTL. DRIP EDGE SHEATHING OR E" CDX PLYWOOD SECURED PER 2x SUB -BAND NAILING SCHEDULE limimin"ll rDOUBLE TOP PLATE IRA,� ` DX OF ARCH 2x4'S PLYWOOD• AATTACNHED PER 9'-11" SPRING 2x4 NAILER NAILING SCHEDULE LINE OF ARCH STUCCO OVER FELT MTS 12 0 EA. TRUSS MTW-12 @ EA. TRUSS OVER PLYWOOD ---- 9'-4" T.O.M. LL 2X4 KNEEWALL TO BRG. HT. o ? SECURE TO CMU W/ 1/2"X9" ANCHOR BOLTS W/ 2" WASHERS SET IN HIGH STRENGTH EPDXY 16" O.C. (6" MIN. - EMBEDMENT}TYP. ENTRY DETAIL—ELEV. 'F' B PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE P 2x SYP #2 DOUBLE TOP PLATE, LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 @ EA. STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN OF WALL, REQUIRED WHEN WALL IS OVER 5'-0" IN HEIGHT 2x SYP 92 KNEEWALL FRAMED 0 IT O.C. MAX SIMPSON SPt @ EA. STUD BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT. SEE PLAN A, SECURE P.T. BTM. PLATE TO BLK. W/ 1/2"x9" ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" EMBED. MIN. @ IT DC MAX. CMU WALL KNEEWALL DETAIL 1 BGALE, 3/4' . 1'-0' .Design L44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdeslgngroup.eom L AA #: 0003325 V h 0 N O sR C SLJHDIV. Ae "T SILVERADO LOT #1 BLK #18 PROJECT# 03719.000-01182 MODELA "2045-LANTANA" GARAGE 81rING: LEFT PAGE: ENTRY DETAILS 150 MPH EXP. B PRINT 8/03/20 DATE SCALE: 1/4"=1'-0" s*== S3.IC q ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN V16" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. S SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Ed GUN NAILS @ 4- O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. GAEIE-END ��� xv BaoF il`—>t' ROOF WIND DESIGN PRESSURES 1 ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45.67) ZONE 3 = 61 DS PSF (71.06) "A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'Bl RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13IASCE 5-13 Ai91 SPECIFICATION FOR THE DESIGN OF COLD.FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. TO ASTMC33. MAXIMANAGGiEG1TE SIZE SHALL BE 3W". EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W . PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALI NABS*NGROUMD WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE FORMWORK FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FO = 1100 PSI AND A MODULUS OF ELASTICITY - 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 POF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FRAM THESE PLANS- MINIMUM NAILING PER FBCR 2017, 69T EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DPROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2, STRUCTURAL LUMBER EPENDING SYPVI ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING -WALL GROUT USED TO FILL MASONRY E 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 SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED �� AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TEMPORARY BRACING, GUYS OR TIE-DOWMS. WELDED WIRE MESH, SMALL HE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOW TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED TO- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL- TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SWILL BE ASTM A615 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. GRADE 60IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION% AND 'TPUWTCA BCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 { AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDPs 20 ps{ TOP CHORD �IDOmnaureM REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' aN BAR. - 38' WOOD TRUSSES. 10 pot BTM CHORD -rarvcona rg 95 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD 17 ASPHALT SHINGLES) psf wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL HE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 PSTSTM CHORD 5 5 paf BTM CHORD PP THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf 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 BALCONY LIVE LOAD 60 Ps1 WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND! DEAD LOAD SPEED MPH GUST 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 (ASCE (FBC 017) SUE B. RI EXPOSURE B. RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tO BIT ATTIC UNINHABITABLE ATTIC WITH LIMBED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT IT STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED i0 THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200ps/, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf. SLEEPING ROOMS: 30W. STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40ps{ 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. SHGP DRAWING RENEW: 'SPECIFICATION MASONRY STRUCTURES- (ACI S30/ ASCE 5ZTMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, ALL BLOCK WALLS SHALL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUP TO THE ARCHITECT. R ONCE WITH GRADE Dn = 1500 PSI. BLOCK SHALL PLACED USING MANUFACTURED IN CONFORMANCE WITH ASTM C-90LAY-UP OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT WILL . S DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM DRAWL RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE B PLACING CONCRETE FOR IN COLUMNS AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED C LLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES. THE CONTRACT ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 31W ROOF/ WALL/ FLOOR WRITING BY THE ARCHITECT. COURSE AGGREGATE. AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. SHEATHING FOUNDATIOW SITE PREPARATION: TYPE 'M'OR'S"MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS FASTENER SCHEDULE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 12" 0.120" 170,000 RING SCREW SHANK 1B RINGS ER INCH) Ed SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL &TOOL O.C. MAX: IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS—` ROOF SHEATHING — EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. ., TOP & BOTTOM EDGES .. J J Q Q Z W Z Q . Z O O W O C, Z ? Z Q0 O mO Z cO z o m :D Z � E m Z = O 0 - m Tfm Z 9� m p BUILDING LENGTH x ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS . R 6" O.C. IN FIELD TYP. EXT. S I ATTA H E F R OOF gHirTHING (O. .B. TO BE STRUCTURAL GRADE CSd RING SHANK GUN NAILS R IT O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12-0.6.)N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE 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 BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMIENT. CONCRETE SLUMP SHALL NOT EXCEED Y N- PRIOR TO THEADDRION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC 940R MEASURING, MXINQ TRANSPORDNG, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED N ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. 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 RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLWNCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.12' FOR 05 AND SMALLER P FOR #B AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JGSTS 1-irr FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT AL CELLS TO RECEIVE N L CE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 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 Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTMb3, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THE-NUF METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTION 5� 1YPE SPACING REAIARtS A➢R1CATgN SP£ twE PACING gFMAPo(3 MM1BONRYICONG. C 9E NANDENFD C04 NAK 11?LONG. S• GNtAGE DODRBUCI( TO MABONRYICOND. N'DM NDWASHE0. ?EMBED.. r EN0 DI3T., 11?EDGE DBT. GD AL. EXi. DOOR4 +. ar. sEE NDTEs CA9E HARDENED COx NAA>>?LONG. YaG sTAGGFIe:D wNWW/DOOM FASlENE9 wro MAsoNwnxwc. GARAGE UOdi BU41( roMA30NRrIDGNG. IA w� DEB EWM19aNBOLT ]r ac rEMBED •06T. .6T wwDow suDx CASE HARDENED COL rac wwoowrooa+i rASTENEo Tu smAP To CONTACT THIS ENGINEER FOR SPACING . Pr, SEE NOTES NMLt uz care. sTaasERED e.TO MA90N2rIWHG. MAsaHRricaNc. REQUIREMENTS Exr.swsuG DooRl aisvu. �e ac ?EMBEorsro. sx;waaD ExPANsx»r zrac ,rEorE oaT. v PTwwoowsuac iE Axe? A oc rENo o�sT.l �? m ro STEELGa.,3EE BIW/WASHER ST GGER® EDGE DIET. NDTE6 I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE NLTI 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 EJECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. A R C N I T R C T S 6 Grou►n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-WIS FAX: 407-774-4078 wwwmbdesigngroup.com L AA 4: 0003325 A 4 6 V y Y O N-. M �e C Stmmv. ac LOT: SILVERADO LOT #1 BLK #18 PROTECT# 03719.000-01182 MODEL: °2045-LANTANA" GARAGE 931r1TG: LEFT PAGE: DETAILS 150 MPH EXP. B ■l