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HomeMy WebLinkAbout35654 Burma Reed DrA 99 2605 04EHB -HAYDEN ALL W(IRK �1I11_LIW I;,ON' !-y vVI i H PREVAILING CODiwS, FLORIDA BW'a OING CODE, mATIONA1. ELF-CTRIC CODE, AND THE CITY OI= EpHyRHILLS ORDINANCES SEP 2 % 101� HOMES taw �NSE ®� relp G'� +�Y,P•MiN�R 12602 TELECOM [DRIVE, TAMPA, FL 33637 T4e1. (813) 740-9720 Fax: (813) 740-9715 • 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 .no= BOBDING CODE, �», ON ID)1l�N zoli ( , -AIL 1AM AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •YIN. INTERIOR FINISH — CLASS B -BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH :EXPOSURE _ B 1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABv. ABOVE LAv. A/C AIR DJUSTACONDITIONING MUM. AADJ LT, ALTERNATES M.C. AMP. AMPERAGE MIN. BD. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MTL. CLG. CEILING N.T.S. CLR. CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH, D. DRYER PLY. DBL. DOUBLE ecvwD. D.G. DUAL GLAZED PR DW. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. D. DEEP RAG. D. DOOR REF. R.O DTI. DETAIL . D.W. DISHWASHER .O E. EACH S.D. EQ. V EQUAA7.noN SET. EXIT EXHAUST S THG. EXT. EXTERIOR SHWR .G FJPX. FIXED GLASS SIM. F.G. FueL GAS F FIN. FINISH SL. GL. FLR FLOOR STD. FLUOR. FLUORESCENT SwS FR DR FRENCH DOOR FTG. FOOTING TEMP. GA. GAUGE THK. GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPYER T.G.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. IT SEEM NE HOLLOW CORE V.P. UDR. HEADER W. rt SUS R HT INSULATION wu. INT. INTERIOR Wow. w/H W.I. LAVATORY LUMINOUS MANUF`ACT�R T MINIMUM METAL THRESHOLD MOUNTED METAL. NOT TO SCALE ON CENTER PROPERTYLRJE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGeRATOR ROOM OOPENING SOLID CORE EXT LID SMOKE DETECTOR SINGLE HUNG SHEATHING SHOWER SIMILAR SLIDING SLIDINGOLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOFSTRUCTURAL TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WINDOW WATER HEATER WROUGHT IRON DATE DE4CRIP7'ION �,R&n 2-STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION BID SET ISSUED PG PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3K—FRONT & REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -FIRST FLOOR PLUMBING PLAN PG P2-SECOND FLOOR PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PUN LA PG DI —DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAG -WALL ASSEMBLY DETAILS 02/" ADDED ELEV. 'J' N 'K' WITH SIDING PER MARK ROUES 0212SAS 510 SET RE -ISSUED &Mrs FOOTING REVISIONS PER M. EIOUES �,A,y� I -JOISTS INCORPORATED INTO MASTER PLAN 06R6AS CONSTRUCTION DOCUMENTSSUE RE -ISSUED 0S/I'IA0 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL OW6/19 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A 02,26A9 PLAN MAINTENANCE PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA A o. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 03R9/g REVISED LINTEL SIZE AT FRONT ENTRY DOOR SQ.FT. CAL[. S 04126A9 UPDATED LEDGER BOLT SIZE N SPACING m6A9" REVISED I -JOIST LAYOUT IST FLR LIVING 1,104 Sa FT. 2ND FLR LIVING 1501 SR FT. TOTAL LIVING 2b05 Sa. FT. GARAGE 431 60. FT. PORCH ELM III Sc. FT. TOTAL ELEV'S 3,153 SQ. FT. 8AV PATIO w SO. FT, 06RVH ADDED LED LIGHTS TO gTCHEN / BATHIROOPiS PER MARL BOILER 01123A9 ADDED STOPS OPTION TO ELEVATIONS '&,'H','J' N K' 09A3A9 LEDGER BOLT SPACING REVISED I0R5AS ADDED OPT. S'-0' CEILING HEIGHTS OVOI120 REPLACE USP COKECTOR6 UITH SIIPSON CONNECTORS 034WO REVISED DETAIL ON SHEET D2 OPT. W-0' aA HGr. 05AV20 REVISED STAIRCASE AND STAIR SECTION DETAIL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG 51.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.1C-DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LJFT BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LLABBITY 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN Rle['t IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 M h 3 rr S 3u8DM & LOT SILVERADO LOT #46 BLK #18 PROJECT 04128.002-46181 MODELa 4EHB "2605-HAYDEN" GARAGE 3111ING: RIGHT 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. SRE 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 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 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'IMNCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. 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 ROOFMALUFLOOR 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. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/.' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERNGS 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 FIMMES 1. MEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 -15A AND R703.7. FIRE RESNCTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE ill" 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 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS 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. 1.441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m L AA #: 0003325 Ig o 1 4 y 0 SILVERADO LOT #46 BLK #18 PROJECT 04128.00 -46181 MODEL: 4EHB "2605-HAYDEN" GARAGE 91WIATG: RIGHT PAGE: GENERAL NOTES 150 H EXP. B A. A No DA E: 07/27/20 9CAL.E: 1/4"=1'-O" SHEET GN DBL. TOP PLATE A M BAR DETAIL ARCH DTL.A SCALE, 1/2'•I'-0' (B) • I cm 42' K HALF WALL— W/ CAP (2) LAYERS OF 3/4' LAYERS Or PLYWOOD SECURE TREADS TO STRINGER ALIT T 3/64 FAST N FLOOR /I"EER �RMATERIAL RIPS FOR��W 'QED 6FINK11lJGLED 4 —WED FASTNSOLID NAILING TO EXTEND GEYOND TWRNQ966 10-0 3/4' 2ND FIN. FLR THE CLEAR SPACE BETWEEN D \ 1 1/2 THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' g'_e• gam, HANDRAIL • 3S' AS PER FBCR R311.1.8.2 'D \ \ lW 2Xd RE-INFORGING FLOORING SYSTEM \ PRAMING SHEET) \ NOTE: \ /4' pay WALL W HANDRAIL ENDS SHALL BE PLATE \ I' MAX NOSI CAP RETURNED TO THE WALL OR STAIRS RISERS TO CONFORM TO RXX 6TH \ TERMINATE INTO A NEWEL EDITION r2011) MIK TREAD.10' MAX R6ER•T 3/4. 3A6' STAIR DATA, MAX VARIATION IN R6ER8/TREAD6 \ MR h POST. ADJACENT TO EACH OTHER !M' MAX 16 TREADS • \ VARIATION IN ANY M6ERRREAD HANDRAIL �•� I' NOSING S T O R . CIRCULAR CI0O66 SECTION PIA, TO OE i V4' \ Q •-V4' OR FOOD -APE EQUIVALENT GRASPAISILITY WINDERS- MIN V WIDE • 3.7x17 SYP SIRRNIid:R \ NOTE: NOTE: NARROW END MIN. [I* WIDTH D FROMW=NT. NARROW ISO 34' MIL HANDRAIL W.T. RA OF OFF 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A 61 R4.00OR AADI-ESIVE PL-4W OR GMILARE \ o W DIAMETER OF Ii's 2' OR A NONGRCULAR CROSS SECTION WITH A NOTE, EA ��AL WAN \ o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND SED ACCES&�E SPACE UNDER -ENCSTAIRS SHALL HAVE WALLS, UNDER STAIR \ o A LAMEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES RF SUACE AND ANY SOFFITS FROTECTED CH 2 X 4 RE-IFORCING \ SHALL HAVE A MINIMUM RADIUS OF 1/8'. THE ENCLOSED SIDE WITH I/2' GYPSUM • EA. 2 X 12 STRINGER \ IOqRDg. FBCR 302.1. SECURE wn2d S'•S• oc. \ 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 0'-0 FIN PLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 7X4 ATTACHED IW IOW MASONRY NAILS • 2X4 P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER INTO SEAS WITHIN S' OF EACH END, 32' D.C. MAX STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 STAIR SECTION i HANDRAIL SECTION SCALE, 3/4'•1'-O' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-774.4076 www.abd6SRgngroup.00m AA Of: 0003326 J 0 s atMDty & LOT SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 1LODEL- 4EHB "2605- HAYDEN" GARAGE DWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 150 MPH EXP. B 31 L NO,a�) DATE.• 07/27/20 SCALE: 1/4"=1'-0" SKEET Al 39'-A' � o.!:lao � o�S•:!:!:!:!:•:!:!:!:!.:!In!::�.❖:!::!ao � �� o:.;.... �.� .� o � •::❖.• .•ao o ..�io o� may?\ I - I SECOND FLOOR PLAN SCALE: 1/4 . I'-®' 1441 N. RONALD REAGAN 8t LONGWOOD, FL 32750 F'H: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 d35 s� 6 c BUDDIV se LOT: SILVERADO LOT #46 BLK #18 PROJECT 04128.002-46181 MODZU 4EHB "2605-HAYDEN" GARAGE 811I M: RIGHT PAGE: SECOND FLOOR PLAN 150 MPH EXP. B 31 ��NO_J DA 07/27/20 SCALE: 1/4"=1'-0" 9FIEET A2 Ll SHINGLE FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT FYPON 9KTIIXIT OR EQUIVALENT 18'-8' 2ND FLR, BRG. HGT, W RAISED I I BAND I I 1 I i I I I 6' RAISED I I BAND (TYP.) I I 10'-0 3/4' I 2ND FIN. FLR _ 8'-8' ERG. HGT. • ENTRY 40 I I I I TYP. i I 4' RAISED I 1 I I BAND (TYP.) I I 8' RAISED BAND (TYP.) 0'-O' FIN. FLR., 2( '-8' BLDG. HGT. --- ----------- SHAKE VOWS S AS SPECIFIED (TYP-) 6' TRIM 50ARD 6' RAISED 6AND 4' FREIZE HAND (TYP.) 18'-8' 2ND FLR BRG ------- N'-'1t------------- i� ------------ ---- —, OFF RIDGE VENT OFF RIDGE VENT 18'-8' 2ND FLR, BRG NGT o - I I I I I I I I I I t I El I I — EID 10'-0 3/4. 2ND FLR, I I FIN. FLR/BRG. HGT. ---I --- -------------------- 8'-8' CLG. HGT., I I 4B I I 1 0 I A I I TYP. I I I I I I I I 0'-O' FIN. FLR4, I _ ----_--___-------_ REAR ELEVATION SCALE, 1/4 " I'-& TEXTURED FINISH -0' _-�FYPON Ib'X62' DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND 10'•0 3/4" 2ND2ND FIB CLG. HGT. _--COACH LIGHT 2ND FLR � BRG 0' -- olO'-0 3/4" 2ND FLR FIN. FLRJBRG. HGT. 8,-8, CLG. HGT. AREAOFATTIC 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1595 /300 - 5.28 VENTILATION AREA X 50. INCHES PER FT. (144) 760.8 SQ. IN. MIN. REQUIRED VENTILATION .5X 760A IN UPPER PORTION OF ATTIC - 380.450, IN. OFF RIDGE VENTILATION AREA = 1155Q. IN. PER VENT 380.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTALS OFVENTS PROVIDED = 4 'AREA OFATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL. NO OVERHANGS INCLUDED V!' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALV. 'L'-TYPE FLASHM SET IN RoOFMG CB'ENT FIDERGLASS SIT94GLEG OVER 90 FELT PAPER (OR APPROVED EQUIVALENT TO MEET ASTM 0"64 04Sr9) ON 1/K' O6D. SHEATHING OR I/J' COX PLYUIOOO SECURED PER NAILM6 SCHEDULE MFIN. Put. (PER CLEW 2r 2xr SYP RANKERS OR� PIE-190V TRIRS 2X6 GYP PT LEDGER YV 1/2SIS' THREADED ROD 32' O.C. 4 UTNM W OF EACH CIA T TO BE SECURED TO CHANNEL FOR SOFFIT 2Xr MEMBERS UV Sd NAILS 3' OG. PlRIhETER LU6-26 YY l4)IOdY- I'-4' TO LEDGER AND (2) 1".: 0'-0' FIN. FLR TO 2x6 JOIST 2X6 SYP I-T LEDGER SV 1/2'x8' THREADED ROD 32' O.C. 4 Y#THM r' OF EACH @O MAX SET IN GIPTGON HIGH STRENGTH EXPDXY r' MM ENDED, OVERHANG DETAIL A SCALE, 1/2 " 1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003328 Y 7 ppp qH a ar 9VHDLV i IAT SILVERADO LOT #46 BLK #18 PROJECT# 04128.002-46161 MODELS 4EHB "2605— HAYDEN" GARAGE 977ING: RIGHT PAGE: FRONT & REAR ELEVATION "K„ %150 MPH EXP. B DA 07/27/20 9CAL.E: 1/4"=1'-0" SHEET A3K 12 OFF RIDGE T DOU.N S� FOR FYPCN 15KTIIXll OR EQUIVALENT W-8' 2ND FLR ls BRG. "T. --------- —_—__ 12 ' 4 0-0 3R2ND. FLRi FIN. FRG L — -- ------ 8'-8' GLG. HCsT.1, --------+— -----------------------------------_ 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 I'-0' TEXTURED FINISH OFF RIDGE T I �2 S 2ND FLR, ,�IS'-8' 2ND FLR BRG. WT.--'-- ------- BRG. HGT. I'_0. II II 10'-0 3/4' 2ND FLR -__—;� 12 ----------------------____-------'—'� II II �10'-0 3/4' 2ND FLR FIN. FLR 12------ FIN. FLR BRG. HGT� __________—__________-__—_____—_-- -_,-- 8'-8' CLG. HGT. • ENTRY TyP. II II 0'-0' FIN. FL R ----- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - II ( — - — I --- --- 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH L441 N. RONALD REAGAN 8l LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com L AA 8: 0003325 W W >n 9UBDIV. & IAT: SILVERADO LOT #46 BLK #18 PIROJECTIP 04128.002-46181 MODEla 4EHB "2605-HAYDEN" GARAGE SWUM: RIGHT PAGE: RIGHT & LEFT ELEVATION 'K' 150 MPH EXP. B t ELECTRICAL LEGEND SYMBOL DEFINITION NOTES .e abv OUTLET 20 Amp MOLE POLE IMV OUTLET DOV OUTLET tR OF OUTURT SAI m TO SETW GFI IIOV OUTLET NBTiEll�•RU11RD EPARLL IETANr TYPE) E@ 220V OUTLET (4) BOB CONNECTION I GFI aw MATERPROM OUTLET GROLPD PAULT NTLIIOtrTER GUTCFI SWIT704 S-IU4Y OPER W4 SWRCH 4-WAY Of'ER L_o WALL MgNTED � LIOMT CEILMG LIGHT © LED CL6 LIGHT POMP LOW O vp VAPOR PRDOP LIGHT Qp moaseED CAN e~ PAN I CM PBR am Ft. VENT.PAN IWLIGFAI I-- SO. PT. V PIXiiSDE rePEDE mTOD m DY sumiaeo FL rlDEceKA�ED1 ND • P LL (SUORO ACE MNTJ A7•BLD YDR.Ar ID011O 2' FLUOIQaCDNT 4' PLUOF=6cm 1T p/� CAA W TRACK LOMT O PANEL METER OB.D. SI•gq DETECTOR VLHAEQ4®l lil I w I WALL nouNTRO WOO DETECTOR SALDe�tL. W WAS ® eAco CA49mmohmImtl &cm aTEaaR CQ7� INTER CONOCTED A DISTANCE M NOT LMS THW 4' FROM WALL PENDANT L04T L� NATURAL GAS 0111- rW-V%IOPB JACK � DISCOMECT AIR OONDITIOISO To AMU - DIeCONECT F TELEVISION JACK O J-DOxSUCH ;I. POOR RIED NCELM FANA.OMeucH FGR �QQ 24' NCA/DOSCONT LIGHT STRIP INCANDESCENT LIGSIT STOP NCAIOSOCNW LIONT STOP FLOW Liam DPr. eEc1#eTY IOrPAD Pa FUSM-BUTTON FOR CHIMES LBO PORT • LOCATION OF TV JACKS A FMCNE OUTLETS 4 FANS, TO BE VZWIED • HOMEDUPEIR PRE -CONSTRUCTION MEETING. • ALL 0 4 20 AMP BRANCH GREATS TO M ARC PAULT PROTECTED PER ELECTRICAL PROVISIONS, OP tMM STH EDITION r201V 4 NEC 7bJ2 2•Y EDRId1 • 20 AMP DEDICATED LAUDIFY CSRCNT. • apt F ISLAND rNOT ON IOTOSIEN cV=iT) • DIGHWAO M DOCONNECT TO M LOCKOUT N PANEL • BATHROOM E 04"T PAN TO NAVE MM. CAPACITY OF SO CM WMWITTIW rum ELECTRICAL PROVISIONS Of, SECTION M0013 �lItll.QDl@Lfffi01 • LALDIRY ROOM RECEPFACLE SHALL M GRDU D PAULT CIRCUIT-NTROMUn R PROTECTION PO PEOEL ON FEEDERS • L MO METWOD SMALL BE NON METALLIC CABLE P'ER ELECTRICAL PROVISIONS OF F'DfJQ &TM E0 r20M1 • RK TO COMPLY MATH ELEC7IECAL PROVISIONS D rY1 • d FWI EAOAECSIECT110 BY PIMA r5s AND OF E41G6NCY120R_ umum 1SA041 PATIO r----_----� OF UJI 0 I ROOM I LIVING P�G AND ROOM I.CLG ~ , FANS I BDRM.#2 I GFI L L SWITCH IN / 0 ' I CABINET i I I LET /TO 2ND FL. 1 1 ' I I I FOROUTDW FOR VENT SWITCH BATH #2 OR MM c p 1 KiTCH@i ` __—__ L / L PAN. 1 GPI •44' 8. FOR OPT'' GFI S/CO A.F.F. I DOOR Fi — C — — BOLLARD AS REa ` PER BLDG. CODE FM I _ III i KEYLESS III ' FIXTURE PRE -WILD CLG FAN III / FOYERGFI FIELD VERB l / GARAGE ® C t DOOR PREWIRE — — GARAGE Glo `7 �\ IRRIGATION OUTLET • I P$. FOR 48' AFF. I CHI � ` LL . PORCH ----------- COA11) LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-V I I I L I I LED LIGHTING @ SINGLE LAV. BATHe2 W P Panel MAIN - A PANEL: 6/16 wp Cit. breaker VOLTAGE: 120 / 240 V-1 Ph MAIN: 150 Anp M.C.B FEEDER: 3. 01 Cu TFMM & 1-#8 Cu (G) in 1 17Y' C. OR 3 #2J0 AL TMAM & 1- #B Cu (G) in t 1/2" C. Wlre P.1. a1. N WMW 0—ft Gmuit W.f NCH tl.n Its,P.N Win Al2 7 N Exladx Rec eb GFI Ax TUG1 1200 1I I 2 e12 2 N RduMi.n Pump 1NO 3 4 s It aaN AIO c.u. 40 2 R sww � It PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- 01 Cu ThWq & 1- #8 Cu (G) in 1 VY' C. OR. 3- #210 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Whe P.I. Nu N tl.n Walt .e CNa Clcun W-0 D..d - sw P.I. YAM 012 1 N SmaOA Ifinca 15N 1 2 9000 R.npe N 2 ea a12 1 20 Nl.—/Hppd GFI 1500 2 4 a/2 1 20 Smal Applfince 1500 5 5 4500 WMx H. 25 2 010 e12 1 20 Ra — 1500 7 a 012 1 M Dint R­pWimAFCI Iwo B /0 - 12N Wa MI GFI m 1 012 Al2 7 N 9.Ih GFI Aca .des 1200 11 12 1500 Olelmaehx GF1 20 / 912 #14 1 15 F IHMIAFCI AW 10 14 50m 0ryHGF1 w 2 010 #14 1 15 UMng Rm, Lw i, KltOw, Din. LN AFCI NO 15 to S w 17 19 MOO) W.ehx GFI 20 1 012 AI4 1 15 SD&C/O AFCI NO 19 20 10W Owr ewrGF1 20 1 #12 S— 1 21 22 12N IG.W1 wLwLft&R,cWn1nAFC1 20 1 #12 014 1 15 aedean e2/8a9hroom QAFCI NO 1 20 24 NO OwNh SuRe AFUF 15 1 I 0M 014 1 15 Bedroom AO AFCI NO 26 25 600 0-.e. 11 S ..AFCI 15 1 #14 014 1 15 64dr..rn N/ OPL W "amopt L AFcl AN 27 26 1200 2N le.c RW mmirmi 1LW/ Lau•Am 20 1 012 #12 1 m . } cx ti• Owr x GFI f 000 2a N 1000 hd n cwhd• w 20 1 e1 mil 21 32 3 s Ss u s Sp.w 05 30 sp... S a.a 27 N s .. N 2 35 A.H.U. 01e..5 KVA-55% 5525 41 45 ee 42 SP.ce Lwd.0 - to dtmeltl ficta otleuMbn. I In. 17N0 27900 LwtleW ctto dxn.nE fie[.r e.kulatlw./one Demand actor a U ons: ABBREVIATIONS: AFCI: ARC FAULT CRICUR INTERRUPTER NC: NCN­COINCIDENTLCAO OPt: GRCUNOFAULTNTERRUPMR Taal b.e •wP.t m a.m.lw r.mr 455N Flat 10000xatl. 0100% laxii i--in waN M40% 142W Td.I A/C Iped HOBS LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD TaM cama:Nd Lwd Marc• OSAD T-1 Am •(-R, 240 wits 14L2 I General Lighting & Rece Mole Load ToW AIC Seam Feet 2005 GceM Ln & Re. 5 111 S . Ft. 7815 N1HM• Sat 05WLightat 1OD% 195 oe,.IM 8010 CNs# TolallnaiD gnxM IN 8 qeo P.wl A 11 728 &010 150 AMP ELECTRICAL RISER NOT TO SCN.L GENERAL NOTE& A ELECTIRICAL MATERIALS AND e0TA1.LATIONS SMALL CC'IRY uDTH ELEOTROAL PIRDVINONS OF THE LAMA )L SCODES. AND ALL LOCAL F-01" COMPANYQ ALL CONDUCTORS SMALL M TYPE nownIIW ULmse NOTED OT/SIRDM. TRASISFOIE'SSR -2/0 ALLMINP7 (AL) N 2" CIA ROMIRON.E W PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMIPAW. C00PONAIN 001" TWO ELECTING COMPANY PRIOR TO DID. /9/0 CL ThMIN . Wr a N 2' CONDUIT 4N1 . 1% CR N 2' CONDUIT OR 20 A _ TO TER.NATE ABOVE SOFFIT a OVER COMMNATION GORY= I DSO AMP DISCONNECT SWTOH AND 00G40 VC M RLECR N TIRIC METE NOMA SR 04CLCOMIS I MAN LO PANEL DOAOP TSLI %i" SORNa CAKE 1E1.114010N ONTRANa am*," ONTRMbE SCUPP1ER HAAFR'ONT NTEMYS7D9 SN71ON6 TEPN IWAL AT LOW VOLTAGE CONICTILNS 1 .f CI SERVICE GROUND CON BCTED TO CONCRETE ENCASED FOOTER GTM L PER ELECTRICAL PROVISIONS OP THE Pfkzt &AM ®RION r2.111 94" DIA X S PT LONG COPFER CLAD GR1DIM RW 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-714-6078 FAX: 407-7744078 www.abdesigngroup.com AA#:0003325 met R ol E( sysDIV at L om SILVERADO LOT #46 BLK #18 PROJECT/D 04128.002-46181 MODELS 4EHB "2605-HAYDEN" GARAGE BWnM: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B 3 DAIS: 07/27/20 BCAL•E: 1/4"=1'-0" B*mw E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 12DV CUTLET 20 AMP SNXE POLE IIOV OUTLET WV OUTLET 1[2 OF OUntT URSD TO SUTCW GPI IWV OUTLET aSte e�(TAD Pam RESISTANT TY!v 221VV OURET (4) SINE CONeCTICN yyp� GIN SW NATSRFlCG! OUTLET GROND PA14T NTEREPTlR SWTCN SWTCM 3-"Y OPEN! SWTC14 4-UAAY OPER UALL MO NTSO LIGHT CEILNG LIGHT © LED CLG LIGHT LED VAPM ©vp PROOF LIMO @ yp VAPOR PROOF LMIT Op mmeeED am eYEW. PAN I OM P'L1S SG. Fr. WLDIvLn PAN MT 1 OM P!R e6 PT. V%NITY LOW FOCUM (eFB'e TOO DY 2-D{LD owAROUND ®FL (IRLGe�DX I,I�{T T 7•lILD UNbNP mv ��'� 2' PLUUOIleCSM 4' PLUOKeCSNT q �--o--per is 4' TRr1LTC LgIlT � gb METER O So' emom DETECTOR �`�Yi`OS�ItY ELuelEalls� r�T I WALL MDumD Barr. euac.uP Iw Sma" ONTUCTOR wLyallimm ® Sip Od1IM E'IDQ MECMO" Comw DATT_RAQk m NrzR•coNNECTED SMALL D! A DISTANCE OF NOT LESS' THIN 41 Pmcm WALL PCOANT LIaRrc u� NATURAL G4e . TMJM4O a JACK W+ ON GP#AEW Il.l..[ALIQm a •L� DIIe CGDrc DISCON'CCi SEE AM ON FE TELEVISION JACK DOX To s R3•PORTCD w JO J-DW( ACA S PDX IAs uOH NSFEC-TINCED I.OR L CE LNS RSNiVPIVC fANILtlHT TO DE IN INCEILNG ACCORDANCE IIV ISM MARKED AS SULK FOR Qaan 24• NCMDISCWT LIONT STRIP ennnnn 36' INCANDESCENT LIOMT STRIP nnnnonnnn 4VINC-4NDSOCM LONE STRIP NLow LIGHT KP OPT.SEG3Rrr KerPAo • PA PUlm-mTTON FOR G M USD PORT • LOCATION OF TV JACKS N PHONE GOUTS N FANS TO DE YERIRED • NOMEOINER PRE-CCNSTRJCTION MEETNG • ALL D N 20 AMP BRANCH CIRCUITS TO DE ARC PAULT PROTECTED PER ELECTRICAL PROVISIONS OF � S•TH EDITION [2OMX !iC 71OJ] 2IN4 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR ° ISLAND (NOT ON KITC4W WROATX • DISNUAHLR DISCONNECT TO DE LOCKOUT N PANEL • BATHROOM EXHAUST PAN TO NAVL MN. CAPACITY OF SO C M NTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MDSTTi • LAUNDRY ROOM RLCEPTACL! SHALL DE CROWD PAULT CIRr.LIT•SITlRRJPTER PROTECTION POR PERSONNEL ON T[EOERS • WRING METWO SMALL DE NON METALLIC CABLE PLR ELECTRICAL PROVNW" OF ENA2 AZJ ED [2RMX • ALL WOW TO COMPLY WTN ELECTRICAL PROVISIONS OF TIC PDO! ATH ED rxMJ • AI I LAI"Y Wet DE MT[D BY BUILDER AND 19% OF L NI1ST RE RIERhY EFFIC1dT TYPE PER PJSG RNEAIG�IJSERVATION [RENDENTIAL ENERGY 42Y C j I -----------------J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-0' L goo)] UC6) LED LIGHTING @ DOUBLE LAV. BATH 3 I I I I I a I I I � I I I L° I LED LIGHTING @ DOUBLE LAV. OUNER'S BATH d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdeslgngroup.eom AA S: 0003325 {y Y r�� aunDIV. & LOT SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 HODEU 4EHB "2605—HAYDEN" GARAGE BTaNG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B awTffi: 07/27/20 DCAL.E: 1/4"=1'-0" aHEET E2 ----------- I I I I I I I I I I Q I — 9'-5' I bP � I II 81II NK I I I i I I TOES/ • I' OHM QOZ _ X I o OPT REFi --- E� 2� III III III 21 VfR III — 9 2• 1412 2' VrR ul -1/2' III InIIl 7' -'n 1-R U7' V LAV 7• VTR v • 2 WAeNER I 1-1q ' &INK UAf _--_—_--__ ____------ 1 1-1/2 AUTO VENT ON AV + aNw• �' me 3' _. 3' LAV In. CO 3' no 3- 3. TO MAIN FIRST FLOOR PLUMBING PLAN SCALE. 1/4 . I'-0' PLUMBING RISER DIAGRAM Jul 1441 N. RONALD REAGAN 8l LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 �ds� P4 D N w i 'O BtmDrv. & LOT SILVERADO LOT #46 BLK #18 PROJECT 04128.002-46181 MODZU 4EHB "2605— HAYDEN" GARAGE S1IMG: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 150 MPH EXP. B DAM 07/27/ 00 DCALE: 1/4"=1'-0" t9IiEET _ P1 it HVAC NOTES L ALL MECFMWICAH. ISM!" ON. 4"L BE PROVDED WITH PROPER CLEARmcm. FOR omwW 06 PEt MRL. PMOURNEMWM 2. ALL DUCT SYSTEMS RMTALLI[D N NON-C.ONDITIQID ALAS AN&L.OE CO ?f%JGTIED OF A VAUN OF NO LESS TEEN III IRATM1111 ALL SEAMS SHALL OE MAI WITH GLASS FAD 4 MASTIC, AND RMTALL11110 AS PMO! FOG STM EDITION (Wn) MICWANr-& OLDO. CODE SECTION SM. 3. ALL FLEX DUCTS SMALL BE APPROVED UL W CLASS i AIR DUCT AS PER NPPA WA 2-3J 4. MESH AIR NTACES 614ALLNOT BE LOCATED CLOSER THAN W FT. FROM ANY CHPIHEY OR VENT OUTLET. OR SANITARY MM VENT OUTLET S. ALL EXHAUST 00 OUMM AIR MAT DUCTS. 11".L OE CONSTRUCTED OF SMOOTH G:4LV. METAL OR OTMt MATONALS AS PER FOG 6TH EDITION (2011) MECHANICAL CODE SECTION 6O3 6. 04M4$ED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FOG OT14 EDITION 12011)!'ECHANICAL CODE 603.E 9. BATHROOMS, CONTAINN6 E•ATNTIAS, $FICA%% WAS, AND SIMILAR OATWIMS FIXTURES SMALL DE T8SCW4NICALLY VENTED N ACCORDANCE WITH MC OTH WMCN 12011U MECHANICAL CODE SECTION 403. S ALL EXHAUSTED EATM ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MA10=4P AIR TO BE RETIMllD, TO EQUAL AIR EXHAUSTED. IL ALL FIRE RATED CEILIMM AND WALLS 2kj&L HAVE AN APPROVED FIRE OR I MAI MIOKE DAME lR'S LOCATED AT CEILNG OR WALL PENETRATION AND IN SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BQ IMTA.LED TO Mft IRIOC.OMSI DATIONO AND MC 6TH EDIT1aN (201T) TICHANICAL CODE SECTION "I W diPt LLEB AND DMA SHALL OE PROVIDED WM BALANCN(i DAMPERS. M. DRYER BOOSTER TO OE A FANTECH DBF BOOSTER FAN OR E0111AL. FANTON DOF SO DRYER BOOSTER CAPACITY SO LRIAR FEINT WITH MAX SD( BLOOM SECURE STRAP TO CONC. CONDENSER AIR SUPPL W/ (2)-3/16'X2' TAPC0NO UNIT SIMPSON WB ROLL STRAP OR EQUAL AIR HANDLE SECURE STRAP TO UNIT W/ (2) EVAP. TRA 4' CONCRETE SLAB 59XI 1/4' SAT. MTL. SCREWS CONDENSER UNIT PLATFOR CONNECTION TO PAD - NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD - 12- FROM STRUCTURE SCORIATED NICKEL BRONZE FL. PL, BRASS PLUG FIN. FLOOR OR WALL �-FITTING OR EXTENSION TO SOIL OR WASTE AS REOWRED //-- WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIM-EC FLOOR SLAB CLEAN -OUT TYPN IV ATTIC LEGEND ® SUPPLY AN DRFUOEIR RI:TIMl1 AIR OMLL ® SIDE -WALL OR I WAY OMUOIR SOLID LNE. SIMTL.Y 711l OR0M LNE- IWLn MN TMW l BALANCNM DAMPER OR OW 0 C8ILN6 EXHAUST FAN QCEI-IN6 EXHAUST FAN • UINT CVA OUTSIDE AIR m THERMOSTAT m PASS -THEW AN OAR" NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS 1010 O EXTERIOR WALL AIR RETURN SJJCTICN AND LIQUID y REFRIGERANT LINES H f:1 EXTERIOR WALL y 3/4- PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURNVr-5CR CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER 6T11 EDITION 12011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TY ----------- I I I I DJ�I�`[Sr cncvvuumm 8' FROM OM r—�+—AEON BEDROOM A2 I`-------+---------- i 12X8 12XI2 II 14X------_ I PASS v i I THRu 1 BATH #2 J------------------- ---- �X ` ,I I KITCHE' = I I I I 19TOR• I I I I 12X8 SX - II `� 8' S/A \\� I FROM III 1P FLEX FOYER III III � _{ GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - I'-0' WH E 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-7748078 FAX: 407.774-4078 www.abdosigngroup.com AA #: 0003325 q w aUBDIV. & LOT SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 MODEL: 4EHB "2605-HAYDEN" GARAGE 1IWEINIG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B DAR 07/27/20 aCALE: 1/4"=1'-O" O1:iEET M1 SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-V 1441 N. RONALD RFAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwmbdesigngrou p.com L AA N: 0003325 a lk I L mm auBD:v ae LOT SILVERADO LOT #46 BLK #18 PROJECTp 04128.002-46181 MODEL& 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B 31 DATE 07/27/20 SCALE: 1/4"=1'-0" SHEET M2 a 2X4 TOP PLATE PER FLFt A. PRE-FAB TRUSS IR' GLG. BOARD 14' DRYWALL —t SECURE BT. — PLATE TO SLAB W/ IOd MASONRY NAIL • 32' O.C. MAX FIN FLR 2X4 WOOD STUDS 024' O.C. —utwV 'IN TIONS SUPPORTING HUNG PLUMBING ZES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE (2)TYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}, O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8, GYPSUM BOARD OR 1/2' W*W STRENGTH CLOG. BOARD IE SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4.1 INSULATION —� �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O.G. B' cm 1/2' GYP. WL. / WOOD BASE 0'-0' FIN. FLR_ _ a. a - tl ,a ti W/ WINDOW OPENING S' DIA SLEEVE, DO NOT CUT PE DCND DRAM NOT CUT SOLID GROUT THw DCND lW (I)- S _ REAM (2) COURSE REDARS A PIPE THROUGH BOND BEAM SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER 1 SECTION RWS.L1 ON Ii' ORE. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL 45 _U MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF LESS TH A (611—STORY HIP BLOCK WALL (2)SLOLAYERPES2:12 UNDTOERLAYMENTAN SYS4:12,TEM D1 SCALE, 3/4'.I'-& IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486'5 TYPE IV, OR ASTM D 6151 No use 2B GAS LINE THRU BLACK ee,W�, w•.r.a FIBERGLASS SHINGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RU*.1.1 ON Ik ObE. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE I'-m' TYP. 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-1-- PORTLANO CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLft 8' cm II - ♦ �.4 ♦ �.�I �!40AOTiTi�Q�40TiT04�j �7 • i ♦4q. MIMI s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' —2X4 SPF 24' O.C. MAX.— SECURE W/ (2) 12d NAILS • EA END 2x 15LOCKNO BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIG14 PER STRUCTURAL DETAILS PRE-ENG WO. TRU88 CONT. 2x RAT RN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/&' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' OG. 1/1' GYP. WL. DO. - WOOD BASE— d . 1 d' ,a a 4 n W/ WINDOW OPENING FIRE 13LASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' ObE. SHEATHING OR }' COX PLYWOOD SECURED PER I'-m' FASTENER SCHEDULE TYP. MTL, DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING ' 61—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.P-W V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ;m O'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Y g BVSDIV. de LAT: SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 MODEL& 4EHB "2605-HAYDEN" GARAGE EITMCG: RIGHT PAGE: DETAILS 150 MPH EXP. B rpnnATL. 07/27/20 8CALE: BiIEET D1 6 r FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER B0 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RWD.L1 PER SECTION RWDJ.1 ON J' Ob.B. SHEATHING ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD OR 8' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. T ER PRE-ENG WD• ER 24' O.C. MAX IfIELEVATIGN 24' O.G. MAX. LEVATION METAL DRIP EDGE METAL METAL DRIP EDGE GATT INSULATION INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCB FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED IO.H. 5/8' GYPSUM BOARD ELEVATIONS IO.H. 5/8' GYPSUM BOARD 60FFIT TYP. OR I/U' NIGH STRENGTH TYP, OR 1/2' HIGH STRENGTH Q_G. BOARD VENTED CLG. BOARD Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP REFERENCE STRUCTURAL -4.IINSUL. REFERENCE STRUCTURAL -4.1INSUL. � � w w E � w WINDOW ATTACHMENT w AS PER E MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL R 3/4' T t G SUBFLOO 3/4' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT OC F_ GLUED AND NAILED 1/2' THICK, 2 COAT �3 SCHEDULE PORTLAND CEMENT 4 AS PER NAILING SC HEDULE PORTLAND CEMENT 6 PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY m MASONRYgklPER w M IX2 FIRE -STOP LEVATON IX2 FIRE -STOP IfELEVATION SEE STRUCTURAL SEE STRUCTURAL R R LEVATION EVATION B/S' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD R IfELEVATION IX2 FIRE -STOP DC2 FIRE -STOP R-4.I INBUL. R-4.1INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS 24' OZ. PLASTER APPLIED STRIPS • 24' O.C. DIRECTLY MASONRY S' cm MAY 8' cm 1/2' GYP. WL. BD. 1/2' GYP. ILL. BD. WOOD BABE IX2 FIRE -STOP WOOD BABE IX2 FIRE -STOP a a. L(f•!Etx ��pDE _ L a a ti W WINDOW OPENING 1 WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•I'-C' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 Ir Y 04 o o 8W8DIV. & LC!Zil SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 MODEL: 4EHB "2605- HAYDEN" GARAGE BWU40: RIGHT PAGE: DETAILS 150 MPH EXP. B 31 HATE: 07/27/20 SCALE: 1/4"=1'-0" SHEET D2 I. 2Xa P.T. a CENTER OF DOOR HEADER SEG)IED ILV (V 14, X a' J-DOLT W/ 4' MIN EMOEDMENT W/ 2' X 2' X VV WAGNER 4 MIT OR W/ (2) V2' X V ANCHOR ISOLTa W) 2' X 7' X W' WASHER 4 NUT m © SBCWE 294 ON FLAT TO 8LK ® eV MASOMK o it HAILS. 2X6 GARAW DOOR WZUMED 110 W/ (5) V2' X S' J-DOLT OR ANCHOR DOLTS, YV 4' MIN. EMDEDMINT, W 2' 110 X 2' X W WAGNER 4 NUT. (V WITMN V OF TOP, (0 UTNN V OF THE DTM, (3) EVENLY SPACED. ® 0 NOTES. ALL ANCNOM SMALL DE N ACCORDANCE TO MAMPACTUREWS INSTALLATION MSTRICTIONS WHERE 91GN II,IBTI TIOHa Am[ MIOAH aTRITtlBfT GARAGE DOOR BUCK ATTACHMENT t , w•.r 8' cm V DRYWALL I'XW OR I'X2' P.T. NAILER a Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK ❑ W/ 36' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦' WITHIN W OF EACH END 4 IS' 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 Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 U`4 SCALE: RTS. 2X4:m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18. O.C. MAX 8PACNG. 2X6:m SECURE TO BLOCK W/2-V.' TAPCONB(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN W OF EACH END 4 8• CMU IS' O.C. MAX SPACING. Yt' DRYWALL 2X&, ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W!J-3(r' R CASING TAF'CONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR JAMOR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. 18. O.C. MAX SPACING. 2X4m SECURE TO BLOCK W/ j(a' TAFCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2Xbm MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL TAPCONS TAFrO(MIN. SHANK SIZE J45 EM15ED ENTMIR INTO BLOCK MIN. HEAD SIZE ' O�� B' G MU MIN. EMBEDMENT I Y49 DRYWALL WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8,® SECURE TO BLOCK W/2-V&' 7(r' OAJS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/1Q" W BLOCK +1-15 8 C SCALE: KT . 2X4:m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE -400 ) MIN. EMBEDMENT 049 WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X )8' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W!1-1%' NON-STRUCTURAL TAPCONS TAPCCN MIN. I-)4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMU WITHIN 8' OF EACH END 4 JS' DRYWALL 18' O.C. MAX SPACING. 2X8� ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-9(a' OOR CASING TAPCONS [DOOR (MIN. SHANK SIZE .145 MIR HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' OC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +2 1 �4" �n1 WINDOW TO BLOCK +1-1 in1 WINDOW TO BLOCK +2 1%4' " SCALE, N.T.O. D SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ W(a' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2x O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-ya'NON-6TRUCTURAL V-' S TAPCON MIN. MIR SWANK SIZE .145 (MIN, (FI EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) v DRYWALL WITHIN 8' OF EACH END t IB' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XOt SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Non. ne+r Nt�p ro /L,Is Jr� t00 Npl oa>•D#'� DOOR JAMB TO BLOCK +3" E WINDOW TO BLACK 3" '-' SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN, SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X I$' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64w SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 8• CMU fj• DRYWALL 18' OZ. MAX BPACWSPACING.❑ 2X8:m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W12-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 W/l2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t b' TO 8. O.C. MAX MIN. EMBEDMENT 1 Yi) CASINO+ WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 16' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" W + " r' SCALE, N.TJ3. 2X4m SECURE TO BLOCK WNa' TAPCONS(M(N. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL W6' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4- TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE JIM 8' CMU MIN. EMBEDMENTIY4) V DRYWALL WITHIN 8' OF EACH END t 18' OZ. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XSt SECURE TO BLOCK W/1-1/4' Na' O.SJS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. N014 tNM M Mm� M rIJlO 4M (PO NOT DCOD #') DOOR JAMB TO BLACK +3-7/18" in1 WINDOW M BLACK +3-7/18" " SCALE: N.T.S. 2X4m SECURE TO BLOCK W04* TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN a- OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb,m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRJCTURAL rl(a' TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK 61ZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 Y4') $' CMU WITHIN 8' OF EACH END 4 Y!• DRYWALL. 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8tsn SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" ivZ WINDOW TO BLACK +3 3/4" as SCALE, KTA. 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroupcom AA 8: 0003325 h Y V R a �yl y O sUBDIV de LOT SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 MODEL- 4EHB "2605- HAYDEN" GARAGE SITING: RIGHT PAGE: DETAILS 150 MPH EXP. B 31 D` 07/27/20 SCALE: 1/4"=1'- 0" SHEET D3 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 oj g MEN ;40 Ol TOLD NWYO . Pf. A O L TOLD nFWw . �. ®.� 2.01I.46 M. ® KIC KO UT ® DETAIL L4 ITV' LLD w OFDLD .aAFo . ® raLD wAwD . n. A WOOD SHEATH ICMNCs OR C T. t#L AM. Pe aLw4ee.F•ce WRB LAYER el, CRIME . R.O ♦CREAM. R.O fit' STUCCO WRAP (FRAME ONLY) • e T. c Taiga! ILL PT.•` ?; GOT ®`N PLAIM ® THICK, 3 COAT CEMENT N PLASTER (FRAME), VY 2 COAT LEGEND ep` a` CEMENT PLASTER (GMU) M0 METAL LATH (FRAME ONLY) � r:' ® ®® LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB PLAHM RQOF)WALL SCREED LATER 1*1, STUCCO WRAP) Wa.L. P". pQ ,3 e01 ar. j•TWIMIS WAY CEMENT ? _5'X5' 'L' TYPE CONTINUOUS WRB LAYER "2 (FORTIFIBER — —' — — — — AL FLASHINGs CmlwL"ynot(a'' T NAIL OETROOF: DEMNOT BUILDINCs PAPER) WEE LAYER 9• FORTFORM 7n � WALL SHEATHING) EUW.DNG PAPER ew.wa ai.Y) WIRE LAYER 9. CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X Z1 SnC4WWRA MpWaOLYi INSTALL WITH ROOF CEMENT LAP SVHDIV. ar IAT: SILVERADO LOT #46 BLK #18 PROJECT* 04128.002-46181 MODELA 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MP XP, YEr Q LA O WLDNa ~ SVHDIV. ar IAT: SILVERADO LOT #46 BLK #18 PROJECT* 04128.002-46181 MODELA 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MP XP, owe NAo.no tiller. ara• STUCCO Pit" on as ExmRow �I ROOF CEMENT weAtwAEen I ROOF PER ELEVATIONS WOOD SHEATHING g M< I SELF-ADHESIVE FLASHING NOTE_ a METAL LATH: LATH TO BE PER SECTION AR NO FELT WATER TlW MAL (e00 Dw .� .DLDaDR-hoLo, R-1031.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PRINT ROOM" �°� "°A °°"°"'"°°" PER SQ. YARD (UTILITY OR NOMINAL DATE: 07/27/20 Dler soeE� oweLAr r SCALE: 1/4"=1 •— 0" °`AT"'A LATH DOES NOT MEET SPECIFICATIONS) SHEET FANW 4- , FaauweALLY FAeDU WwAr ''"""''�'w` rO "L" FLASHING N.T.S. tl V A I O FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT 144 N. RONALD PREMANUF. DRYER LONGWOOD, FL3 72 50 VENT CAP (SET IN PH:407-7746078 CONT. SEALANT) FAX:407-774-4078 www.abdesigngroup.com AA S: 0003326 SEALANT* TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH• I— — — — PIPE THROUGH / WALL 1 ss 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS-) S BUILDING PAPER � UNDER 'QUIGG FLASH' WRB LAYER'!, GUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION !;'A CUT 'X' INTO (-AVENT PENETRATION uheB LAYER �, WRAP SELF -ADHERING MEMBRANE FLASHING fly 9 8 SCALE+ N.T.S.STUCCO APPLY SELF -ADHERING 1 WOOD SHEATHING MEMBRANE OVER BOX AND FLASHING OVER APPROVED WRB LAYER h STEP #1 STEP #2 APPROVED P �� U1R5 LAYER 'I, ELEC. METER FIELD I STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE '0' FELT MEMBRANE FLASHING ENTERS BOX, — OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER 4, FORTIFIBER CAVITY TO BE FILLED STEP *3 BUILDING PAPER WITH RIGID POLYMERIC STEP #4 LE TAT ISOCYANOTE-POLYBLEND FOAM 1V ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ERIC ELAT(W3 DRAINAGE PLANE (WRB BASE SEALANT AT POINT O COATING OVER LAYER Of STUCCO WRAP) THAT ELEC. LUIRE PENETRATES STUCCO/ G.V. FINISH tSEE TYPICAL WALL 9VHDIV. !e E SILVERADO LOT #46 BLK #18 PROJECT* 04128.002-46181 MODRU 4EHB "2605—HAYDEN" GARAGE STING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH . B APPLY E-2 BEAD e.e.e a SECTION) MIN WRB LAYER "2 (FORTIFIBER - - - - - OGRADEOD' BUILDING PAPER) STUCCO SCRATCH GOATLATL�PRO TIDEL METAL LATH AREA TO RECEIVE AL METAL LATH x—x—x—x < 1 COAT OF PAINT W/BACK- JOINTS AND Eo ROLL PRIOR TO INTERSECTIONS e,e.e 90 STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND NANO SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP *5 STEP *�o NOTE: Dw pjKT 07/27/20 METAL LATH: LATH TO BE PER SECTION OELECTRICAL RECEPTACLE R"Ifd3.i.1 / ASTM C-84'1-09ELECTRICAL CONDUIT DATE: l/4"=>'-o", MIN. 2.5 LBS. O PENETRATION PER 90. YARD (UTILITY OR NOMINAL 8FIEET LATH DOES NOT MEET SPECIFICATIONS) WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R"103.1.1 / ASTM C-84-1-0% MIN. 2.5 LBS, PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONlTRJCTION BEYOND WOOD "ATHMG WEATHER 1111E616VVE BARRIER M WEATHER IR INGTIVE ,4pDAR` \\ WDixIYEyJELALP lIDMG / i' /6. 6ELF-AIDAERM FLASHING R.ASMING t j WEAIVRNER 1^ffis1eTWE !TARTER STRIP / `� \\ WEAR �!IliIVE `\ r •' !ELF -ADHERING I _ PLAGNING \ i4asz' TAL GALVV METAL In�3oR.Al!IwNs on koWrll�!•IDie %�w / G7; MEI"IBER I \� APPROVED 69ALANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION BEYDom TRucrloN WOOD 6HEATHMG WEATHER RElUTIVE BARTER I urATwER IiwIlTIVEDARRI �1(H• x T� SLAP IDMG / /' / 6. M NERG BOARD A BATTEN a Y- -ADHERMG L � \ 1 QU' WEATR EERR RE/ISTIVE STARTER STRIP / \\ \\ WEATHER PlIETIVE � ADHERING - - GALV'D FETAL GALV'D FETAL - - 'Z• PLA Mm W FLA8HMG an HARDIE TRIM PER ELEVATION CASCE62 M / \ HARDIE TRIM PER I �1::A PPROVED SEALANT CASINS SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FA%: 407-7744078 www.ebdlsigngroup.com AA N: 0003325 o aVBDIV Z LOT SILVERADO LOT #46 BLK #18 PROJECT# 04128.002-46181 MODELI 4EHB "2605—HAYDEN" GARAGE SIM": RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 31 NO D �; 07/27/20 9CAL.E: 1/4"=1•-0•• SHEET WA.4 / I \ I 2x6 SUB-BANb W/I'x4' NOTCH m r-- ---- - ..1 END, WRAPPED IN / PEEL a STICK I 1' DRIP EDGE F---- - --------------- ------ -- - - \ 1/811 % l/8' TEXTURED I \ 1 FINISH a WOOD I 1 1/15 1/2' TEXTURED I \\ FINISH * CMU j \\ \\ \� a METAL FASCIA WRAP Ya' FROM \ \--------- ---------------------- is STUCCO, 1' FROM \ ; WOOD WALL \\ \ EXTERIOR WALL \\ (FRAME OR CMU) \ \\V NOTE: NOTCH FOR 2X6 \ \ SUB BAND ONLY ®ELEVATION ®FLAN A 1/9, TEXTURED FINISH • WOOD, 1/2' TEXTURED FINIBH • CMU x x x x METAL LATH x x x x x METAL FASCIA WRAP. WOOD SHEATHING x x x x x x oft Cm :J [[[ -WRIB LAYER h, x x x x x x - STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x IIARB LAYER 4, FORTIFIBER x x x x x x x x x x x x x - ------ BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x ;= FRAME OR CMU 2X6 SUB BAND ROCFNG CEMENT x x x x x x x x x x x< FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT METAL KICK OUT x x x x x ONLY. FOR WALL OFF SET OF COMPONENTS) ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK(BEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 11/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED // FINISH ® CMU / 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE -ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/Ii'x4' NOTCH is END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL 0 WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH 0 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/Wx4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003326 ao r 0 SUBS77. ae LOT: SILVERADO LOT #46 BLK #18 PROJECT/: 04128.002-46181 MODEL 4EHB "2605-HAYDEN" GARAGE 3WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED rr CELL SEE PLAN FOR SIZE AND D- CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING REQUIREMENTS Q W m U W .� �v r� GARAGE DOOR RECESS e� CN C ° - FM g7 C N Z 6" CMU WALL O 8"CMU WALL ° CORNER BARS, SAME SIZE AS LARGER BAR I W W 6" O <o — --g - Z *- 0.'0„ >I. IN FOUNDATION WITH 30" LEG EACH w = N .11Bg +- 0'-0" WAY AT ALL CHANGES IN DIRECTIONS " ""��' TOP OF SLAB ° TOP OF SLAB I _. SO THAT THE STEEL REINF. IS CONTINUOUS ° /..._�°MASONRY AMOUNT OF CONTINUOUS BARS ° CURB FOR EXTMATCH PORCH SL4' VN- SEE SLAB SCHEDULE SIZE 48 BAR DIA. CHAMFER (1-STORY) #3 18'• • EXT. PORCH SLAB y ° SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER 1STORY)W/i/Z' �BAR CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE -°0'-0"(WHERE 7;p. UNITS SET AT ELEV: ISOLATI6" CHAMFER (2-STORY) #4 24" WI1/2" ISOLATION°OJOINT ( `��6" CHAMFER (2-STORY) .:APPLICABLE)EE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) • • EE SCHEDULE Z n. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE ##7 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY 47' AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 GARAGE SCALE;34"=1'-0" CORNER BARS DETAIL �� DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN, OF 48" AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HE IGHT LAP TO OCCUR OVER STUD OF WALL PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE I PLANS FOR SPACING. SINGLE > U NEW REINF. BAR BTM. PLATE TO BE PT. O 0_ SECURED W/ 2- PART a g PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED I EPDXY. MIN. EMBED SLAB WI10d MASONRY GALVANIZED PIPE < 811, UNO NAIL 16" O/C STAGGERED. W/FLANGE @ BASE = O FOLLOW ALL MANF. ADDITIONAL METAL U Q I SPECIFICATIONS FOR L6 USE AND XK CONNECTORS NOT REQUIRED WHEN NO 4 M r PREPARATION OF U UPLIFT IS PRESENT. Z HOLE. SEE SLAB SCHEDULE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" p O} °- TAPCONS �`oy �Q? TOP OF SLAB �6" " CHAMFER (1-STORY) CHAMFER (2-STORY) e. EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO %_�INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 0 SCALE:34"=1'-0 5 C V SCALE: 3/4"=V-0" (NO UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD - OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE a CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0 SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q w ADDITIONAL METAL m U CONNECTORS NOT a REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TVP.) '�;, 6" CMU FILLED CELL (TYP.) O m €o TOP OF SLAB q- TOP O F SLAB SEE SLAB SCHEDULE 2X WALL FRAMING �° < Z °- OP—OF'-0" TOSLAB "' 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO CELL, SEE SLAB SCHEDULE 4"CHAMFER(1-STORY)O Lu q > q 4 MUi6'O.C. GROUTED 4" FROM ENDS AND W/2" ISOLAT ON 6"CHAMFER (2-STORY) VERTICALLY MAX JOINT(WHERE • APPLICABLE) Z MATCH STEELf M4. SCHEDULE 6" PVC CHASE REINFORCEMENTSEE PER SCHEDULE 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING c AND —QUANTITY \ MATCH STEEL _SEE SCHEDULE REINFORCEMENT WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE (D�ILNT�ERIORFOUNDATION 34"=,'�' (NO UPLIFT) BLOCK WALL CONNECTION 12 THRU FOOTING �� SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6079 FAX: 4OT-7744078 www,abd•slgngroup.com AA #: 0003325 a oil 1 LL.) BU8DIV. ac L°OT: SILVERADO LOT #46 BLK #18 PROJECT 04128.002-46181 MODELS 4EHB "2605- HAYDEN" GARAGE BWDM: RIGHT PAGE: DETAILS 150 MPH EXP. B 3 1 pp.MT "m*' DAM 07/27/20 aCAL.E: 1/4"=1'-0" aHEET S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = P-0" li Ni RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003328 4n c ounDiv. as LOT: SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 "ODEld 4EHB "2605- HAYDEN" GARAGE BWXNG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH E . B 31 DATE 07/27/20 sCALE: 1/4"=1'-0" BIIEET s1.2 TIE VERTICAL REBAR r�O HORIZATIONAL EBAR W/10"HOOK GROUTED BOND BEAM TIE VERTICAL REBAR .. VARIES PER ELEV. TO HORIZONTAL REBAR W/ 10" NOOK ° a GROUTED BOND BEAMAl 'Lv ° VARIES PER ELEV. ° Z 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 • - PH:407-774-6078 N FAX 407-7744078 .I •e g www.abdesigngroup.oDm Q Q aA #: 0oo332s #5 BARS Q � rb a m 0 10" HOOK •� I. B„ •9.-a,• Q Z Z CI CLEAN OUT REQUIRED ° .._.a-o ° �.� ° . O u FOR INSPECTION - °� ,. m Q m o 0 FIN. FLR. � TIE ERTICAL REBAR ..°.° ° TO HORIZONTAL Eli REBAR W/ la'HOOK M y111158 0 BAR SIZE 48 BAR DIA.--, Z W #3 18" g > #4 24" ° *�" CMU UNIT DIMENSIONS 0 #5 30' I ARE NOMINAL SIZES #6 36" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. 'Ik #T 47 METHOD na 2a" O MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 30' 3 SCALE: 3/4"=V-9' REINFORCING REINFORCING #6 42" SCALE: 3l 1 n #7 ° SCALE: 3/4"=1'-0" G Na �W � - k-t 1, NEW REINF. BAR 2 y I SECURED W12-PART IL a EPDXY. MIN. EMBED g 6", UNO = Q FOLLOW ALL MANF. rn F3 I SPECIFICATIONS FOR 2 m USE AND Q PREPARATION OF z HOLE. W a, STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND SEAM Q SCALE: 3/4"=1'-0" woo SVSDM & LOT SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 MODEU 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 XPH EXP. B Jt 31 A CRA NO DAR 07/27/20 SCALE: 1/4"=V-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: _ SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER cQ 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. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 0 (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ( I) W'XH, REINFORCEMENT STIRRUPS REMARKS BIM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1) a5 (1) #5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6110IT-69BN I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °Y0 S4• (421 PRECAST 22S1 V-W M PRECAST 1906 4'4' (54') PRECAST 1m 84• (64') PRECAST 1217 W-10' (m PRECAST 1002 6'4' (78') PRECAST 9DS T4• (90") PRECAST 743 W-C (112') PRECAST Sm WC (126•) PRECAST 475 11.4' (IM PRECAST 382 12!4• (144') PRECAST 337 1S4• (16n PRECAST 298 14'4• (166') PRECAST 279 14'4• (175) PRESTRESSED N.R. 1F4• (184') PRESTRESSED N.R. 1r4' CM PRESTRESSED N.R. 1V4• Mn PRESTRESSED N.R. 21'4' CM PRESTRESSED N.R. 274• (2541 PRESTRESSED N.R. ��r--rm=® omm000m oomomm <Om00�00 oomommm sammv000 mmmQ2mmm �mmmomom s.�a®mvoom m®omoom K=m ®1mm00m== mm000mo mmoom=mK - ter Om000m0 00000��Q oomv©mo oom�ot�o Omcmm0wzv=m0 oomK=m 00m0m00 ©mmmmm0 0��0000 oom■ olmzm u:jm0mcmmzm 10� ®NEMmm0IMAMM W:XNC2@CRW:0K=AK=X0 0NCM0CM�mm0 (265') PRE6IRE8BED N.R. I in 2m 4W Oat aM taus 72M (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROA'SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION ALL PRECAST PRODUCTS ARE TO BE NSTAU ED PER MANUFACTURES SPECIFICATIONS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �/1Bw SAFEE LOAD 1/MA SAFE LOAD - POUNDS PER LINEAR FOOT r4• (42') PRECAST 102E 1 1024 1 1595 1 r4• (42') PRECAST P4• (4" PRECAST 756 I 763 1 1309 4'4' (4n PRECAST 4'4' (549 PRECAST 592 601 1073 14' (641 PRECAST V4' (041 PRECAST 411 411 745 V4' (041 PRECAST 9-10- (70') PRECAST 340 3:9 610 5-10' Q01 PRECAST 94' (TSB PRECAST W7 721 400 V4• (78') PRECAST T4' (90') PRECAST 424 634 363 T4' (W'7 PRECAST 94' (112') PRECAST 326 512 230 94- (112-) PRECAST 10'4' (128n PRECAST 284 401 18D 194' (12r) PRECAST 11'4• (136) PRECAST 20D 452 154 11'4P (13W) PRECAST tr4• (144-) PRECAST 2" 402 137 174" (144-) PRECAST 13'4• (18n PRECAST 217 324 110 IV-C (18n PRECAST 14'4' (166) PRECAST 2D6 293 100 14'4' (1881 PRECAST 14%r (175') PRESTRESSED N.R. 254 91 14'4' o7mn PRESIAEBSED 184• (1841 PRESTRESSED N.R. 269 83 15`4' (1841 PRESTRESSED 1T4• X&I PRESTRESSED N.R. 194 64 17-4- (206•) PRES1iff88ED 19'4• Mn PRESTRESSED N.R. 148 52 1V4' (M PRESTRESSED 214' 12M PRESTRESSED N.R. 125 42 21'4 Wn PRESTRESSED 2r4• (M-) PRESTRESSED N.R. 116 40 27-0' (2641 PRESTRESSED W-V Pr PRESTRESSED N.R. 91 33 24'4• w PRF (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROMDE MINBBJAI P OF BEARING PAST EACH SIDE OF WINDOW OPENING Tn u FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdoslgngroup.com AA #: 0003325 13 O a 4A '31,1 } SUDDIV. de LOT SILVERADO LOT #46 BLK #18 PROJECTp 04128.002-46181 MODEL& 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 PH EXP. B DwT�e 07/27/20 SCALE: 1/4"=1_0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. B"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D 1#5� 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8•' �e �pF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 \,\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x18" 5. D THE COURSE LOF BOND BRLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM EAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BONGD BEAM BOND BEAM #5 CORNER BARLAP FOR EACH REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 BEAM / A TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *. 1441 N. RONALD RBLVD VERTICAL REBAR W/ 101' HOOK LONGWOOGWOOD,FL 327 32760 P�SEF� 8z16 DBL. BOND TOP OF PH: 407-7746078 ,�, • QR BEAM W/ (1) #5 BAR BOND BEAM FAX: 407-774-4078 \O EACH COURSE � ebdoslgn�P com G 8x8 BOND BEAM TOP OF pQF.a\� Wl (1) #5 BAR .,y: BOND BEAM%AA #: 000332B F = FILLED W/ GROUT go 30" TYPICAL I \\J p U =UNFILLED GROUT SOLID FROM TOP S1\� NOMINAL LINTEL TO TOP OF BONG OF OPENING WIDTH # OF CO IN E BOND BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM �/c SEE NOTE 5 16-1 T/1 8x8 PRE -CAST CONCRETE P05(L�CEF� NOMINAL-� LINTELW/(1)#5BAR(L2) Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 0 OPENING-2 " CORNER IT IS THIS THATXFXXN1T/1MN8IN ICATESADOUBLEBONDBEAM INEER'S INTENT BOND BEAM COURSE OR #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE 2 BEAM DESIGNATION 1 REINFORCING OF BOND BEAM AND XFXX-1T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li)REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'-0" TO PLAN FOR LOCATIONS T P AND XUXX - 1T/l M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- lT/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION Y R #5 BAR BENT ASSHOWN PRE -CAST 'a IX WINDOW i SILL SLOPE 7'. Lfi m N OPEN FACE SHELL SO X AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN a EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS 4 SILL CONSTRUCTION t(';�AT CORNER STEP SCALE:11/2"=1'-0" \ v SCALE: 3/4"=l'-0" d" I 0 SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF S. FILLED CELL BOND. BEAM e e PROVIDE #5 BAR AT EACH SIDE aysDM ae I.GT SILVERADO LOT #46 BLK #18 PROJE 04128.0CT0 -46181 MODEia 4EHB "2605-HAYDEN" GARAGE SIMMO: RIGHT PAGE: DETAILS 150 KPH EXP. B WHERE: _ d. = END DISTANCE s. =SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS ®a = EDGE DISTANCE T ff2 STEEL REINF. OF OF ELEVATION BONG. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT as No D 07/27/20 SICALE: 1/4"= V— 0" aHEET %S2.1A WOODSWIXIN FASTBBt SPACING d. =2" MIN, 2 }" MAX a.-2}"MIN, 9"MAX s=1}"MIN, 2}"MAX 6.=}"MIN, 2}"MAX d. =2" MIN, 2 }" MAX s. = 2 }" MIN, 9" MAX w2d s=i}"MIN,2}'MAX MIN, 2 }'MAX d. =2' MIN, 2 }" MAX s. = 2 }" MIN, 9" MAX w� &=1 }'MIN, 21"MAX e.=}'MIN,2}'MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 4" OF THE THICKNESS OF THE OUTERMOST LAMINATION FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd 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. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3)¢"x5 X") SYP. HTT4 W/5/8" CIA x 5" 5/53. to PT., WOOD POST EXR BOLT r---------- 1 FIRE I— — — — — — — — J F SUB 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I i 3/4" PLYWOOD 11 DRAFTSTOP �'�I PRE-ENG. FLR. JOISTS-11 �I 2X4 NAILER FOR II DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIER DRAFT STOP DETAILS GIRDER TO CMU WA SIMPSON LGUM 26-2SDS W/ (6) 4" TREN NO ANCHOR AND (6)1 1f2" SIDS SCREWS TO 06 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = T-0" OWT JUL 1441 Ni RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 a 4 8tmDm a LOT: SILVERADO LOT #46 BLK #18 PROJECT# 04128.002-46181 MODEZA 4EHB "2605-HAYDEN" GARAGE 81rWCk RIGHT PAGE: FIRST FLOOR FRAMING PLAN 150 MPH XP B -(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 J" NAILS TO TRUSS -(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(i) 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 lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR 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, L:T70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 31a 1b 1c TYPICAL TRUSS/ GIRDER CONNECTOR(S) ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9)1 Od x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROORWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W 0/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �--A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS J" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)? x 5" TITEN HD TO CMU AND (18) SOS }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2) }" x 5'TITEN HD TO CMU AND (18) SOS }" x 3" 1x2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) 1111100 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/10 IOd TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �-- TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-9' (2) 2X4 No.2 SYP OIAG. 2x4 BLOCKING BETWEEN 3/4" T 6 G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dxl/2 HOG NAILS SEAMS) V-0" TO 30'-0" (1) "X" BRACE @ EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE SECURE PT. LATE (1) X.- BRACE @ CENTER TO BLK W/ 1 FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's S" PRE-ENG FLOOR TRUSS STIFFBAO.C. MAX 518" GYPSUM BOARD OR 1/2" HIGH T USS ENG) CONT.2x4 SECURED W/ STRENGTH CLG. BOARD (2) tOtl's @EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED @ 16d TOENAILS IY-O" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB S (18) 16d x SE E SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING kv 24/2" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING e ° 1/2"GYP. WL. BD. BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS SCALE: 3/4"=l'-W GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3I4"=1'-0" ,/�FLOOR TRUSS CONNECTION @ L.B.W. (NO UPLIFT) DEPTH VIVO —HOLE EDGE >5/8" —HOLE DIAMETER < 215*0 SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/8" C - SIMPSONHGUS28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3(4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 BTM. HOLE DIAMETER D - SIMPSONHGUS28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 315°D DBL. STUD EMBED (36) 16d GALV, COMMON NAILS AND (10)16d GALV. NAILS FL#17232 E-SIMPSONHGUS28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 WOOD LEDGER STUD NOTCHING ATTACHMENT DETAIL AND BORING LIMITS 9 SCALE:34"=1'-0" O SCALE: 1 1/2"=1'-D" 5' EDGE CENTRAL n" Mix. w/ 9" EDGE SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE CHEDUL SCHEDULE SEE F TYP. TVP P MING PLAN BLEDGER OARD SPLICE 1.1 END OF • • , . . • ' • • 80 LEDGER BD.) =E SCHEDULE FOR SEE LEDGER Y ) EDGE L2EDGEftB P P.T 5LT SIZE 51/ " SCHEDULE TO BE .T ABED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED Ef INTO GROUTED CELLS, 8" FROM ALL AROUND BOLT. LEDGER r:r In 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN - Z OF 4'-0". (2)2x10 Z m g 3. ALL BOLTS TO HAVE SYP PT . z 1° WASHERS 4. EXP. BOLTS/J-BOLTS (2) 2X6 SHOULD NOT BE ANY REAR SYP PT CLOSER THAN 6" O/C. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE ISOLTSIZE NIN.ElDGI6T CBLMSPAGNG A DOUBLE 2x8 1 1/2" 1 8" 16" O/C E DOUBLE 2x101 (2) 3/4" 1 8" 22" O/C WOOD LEDGER DETAIL 10 SCALE: 3/4"=V-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 (Fl 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 Hi OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS _ SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 Y Y t 1ty�i a �P LY tY s � BtmDIV. ac LOT: SILVERADO LOT #46 BLK #18 PROJECT 04128.002-46181 MODIM 4EHB "2605-HAYDEN" GARAGE 91RNG: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 150 MPH EXP. B DA 07/27/20 WMET S3.1A FLOOR DECK 2x6 PT TERMINATION � 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" ° 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 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1 Od @ 3" O.C. 1 ST PLY INTO LEDGER AND 1Od @ 3" O.C. STAGGERED UPPER PLY INTO 2.6 BELOW 8" CMU WALL— REINF PER PLAN #8 WOOD SCREWS x 2' LONG @ 3" O.C.; N� STAGGERED OFF CENTERLINE OFF 2x6; - 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI AT 16' O.C. AND 8" FROM �N END W/ MIN 5-1/2" EMBED. FLOOR DEC 14" NAILING PATTERN I -'I 24"M —PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @12"o.C. REPAIR DETAIL IF ,X2FIRE-STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 3/4"=1'-0" SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 WI 11 EACH END FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 112" HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" SECURE 2x6 PT, PLATE TO BLK- W/ 1 /2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12ds 8" O.C. MAX PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN 3 O 11 NI #8 WOOD SCREWS 'M x2"LONG @3"O.C.; I�µl STAGGERED OFF CENTERLINE OFF 2x6; NI 314" AS SHOWN SIMPSON A23 EA. TRUSS NAILING PATTERN 2x4 P.T. CEILING —PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) @ 12" O.C. /R gL 2X10 LEDGER 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 SCALE: 3/4"=1'-0" PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE —CONT. 20 SECURED WI (2) lOCs @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=V-O" #8 WOOD SCREWS x 2" LONG @ 3" O.G.; STAGGERED NI AS SHOWN Ilj DBL2X8 LEDGER TO CMU W/ 1EXP, BOLT 8" CMU WALL AT 18' O.C. AND 8" FROM NI REINF PER PLAN END W/ MIN 5-12" EMBED, FLOOR DECK PER ELEVATION LL __Aw__ y �-,~z,_ NAILING PATTERN I 1 `PRE-ENGINEERED WOOD -11H24 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327B0 PH: 407-774.6078 FAX: 407-774.4078 www.a bdesigngroup.00m AA #: 0003325 C d � 9 s� d �7 Cf NMI. i Ej ounDiv. ae LAT SILVERADO LOT #46 BLK #18 PROJECT# 04128.002-46181 MODEL& 4EHB "2605- HAYDEN" GARAGE 91111117MG: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 150 MPH EXP. B Dw 07/27/20 SHEET S3.1B PRE-ENGINEERED %1 VALLEY TRUSS CONNECTION li N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 0 Z�7 0 9UHDIV. & LAT: SILVERADO LOT #46 BLK #18 PROJECT* 04128.002-46181 MODEIt 4EHB "2605- HAYDEN" GARAGE SUING: RIGHT PAGE: DETAILS 150 MPH EXP. B [DN 07/27/20 SCALE: 1/4"=1'-0" SHEET s3.1C 17'-4" 14'-0" 1 4 2.1 1 90'-0 3/4° TOP OF DECK � x � 10'-0" 7L" ---------------------- i -� 5'-4" 7'-4" 7'-0" 2'-0" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" i441 N.RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M 0003325 Y Y C U b shy O a g SILVERADO LOT #46 BLK #18 PROJECT 041 8.001-46181 HODEU 4EHB "2605-HAYDEN" GARAGE 8WDfG: RIGHT PAGE: SECOND FLOOR DECK PLAN 150 MPH EXP. B DATE 07/27/20 >!i=: 1/4"=1'-0" a*I=8: P S4 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ 1Od 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. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE REINFORCEMENT STIRRUPS REMARKS ATOP MID SIZE SPACING BB! MASONRY 3000 8x16 (i)#5 (1)#5 N/A GROUTED SOLID 882 MASONRY 3000 8.8 (tj#5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LI r'- SAFE LOAD -POUNDS PER LINEAR FOOT "4COgSAFE PLf TYPE Weetvae tlFtam eFtn49 4F7045 ePuas ePxsaS — TYPE .... — LENGTH T4r (42) PRECAST 2231 V-W (41n PRECAST 1905 V-r (54') PRECAST 159E S4' (64') PRECAST 1217 8-10' (70") PRECAST 1082 V-r (73') PRECAST 908 ro (90') PRECAST 743 V4' (112') PRECAST 564 I(Mr (128) PRECAST 475 11'4- (138') PRECAST s6z 174E (144') PRECAST 337 134- (18n PRECAST 206 IN-V (16n PRECAST 2. 14'd' (176') PMWMESSE0 N.R. 15'4- (154-) PRESTRESSED N.R. 1r4' PM PRESTRESSED N.R 194' On PRESTRESSED N.R. 214' (2667 PRESTRESSED N.R 2r-W (2941 PRESTRESSED N.R 24'-W PRESTRFBBED KM=®®=m ©m00©DO mmmO�Om mo��om momo�oo 000Q ®�000v 0®©m©DO mmm0��0 OD®0©m0 OmmOm�^"'Im"_1 oo®mo®o oo®momo 00®0�00 Goo®mmoo ®ommmoo �®ommm�o mmOmOmm 00©GOOD D�f100©�� I10110���00 0m00mm0 (2�") "' In 910 4® 444 tN1 -70Yt- 12l2 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 34M (42') PRECAST 1025 1 1024 1 1585 N-V (4n PRECAST 785 1 783 IWO 4'4' (6P) PRECAST 592 501 1073 54' (64-) PRECAST 411 411 745 V-10' (70") PRECAST 340 339 010 C4' (78j PRECAST 607 721 490 r41 Mn PRECAST 424 534 383 W4' (112') PRECAST 326 512 230 10-6' (125') PRECAST 254 401 180 114" (135) PRECAST 290 452 154 174r (144') PRECAST 244 402 137 134' (ISM PRECAST 217 324 110 14'0 (168n PRECAST 205 203 100 14'4' (176') PRESTRESSED N.R. 234 91 154' (164') PRESTRESSED N.R. 259 83 1r4" (2M PRESTRESSED N.R. 194 64 194' W) PRESTRESSED N.R. 140 52 21'4' (2557 PRESTRESSED N.R. 125 42 27-V W) PR68TR688FD N.R. 116 40 24'-W Mn PRESTREBBED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT m00m0�f10 ���0000 �Ems" oomo, mom®"N= EMS .1 2111= 0'0041 mn- Enn@11 ®©NMI" O" 1Q.1C1� mmlmz=_ffm!!ffm T1Q.1 it ®0mQ'EMRIQw_1K7rE= 0 0MT KM"Q!1 @T'! K::r GT7' (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MNS M C OF BEARING PAST EACH SIDE OF MCM OPENING 1 ♦ 8F16.1T/0M/0B 8F16-1T/0M/0B 1 1 1 ♦ I ♦♦ GT I I I I I I I I I I I 1 I 1 1 1 I I 1 I I 1 I I i i, �� i 1 1 8F16-1T/OM/OB o _I r.___-__-i 1 L----------J 1 2.1 1 I 8F16-1T/0M/0B 1 I 1I -------------------------J 1 1 1 1 1 1 I 1 I U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" 1 ♦ , ♦♦♦ 1 ♦ 1 o 1 ♦♦ 1 i I I 4 � 1 1 1 1 �i 1 1 1 1 I 1 1 ♦ 8F16-1T/0M/OB I 8F16-1T/0M/0B ; 01 --------- L--------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 O o rn 5 WzU atmDzv. aLOT SILVERADO LOT #46 BLK #18 PROJECT 04128.002-46181 MODEL 4EHB "2605— HAYDEN" GARAGE SWMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B DATE: 07/27/20 DCALE: 1/4"=1'-0" s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, L------------------------- i ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003326 W BvsDLV & L107 SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 MODZT- 4EHB "2605- HAYDEN" GARAGE OWMG: RIGHT PAGE: ROOFPFARNMING AND NOTES 150 MPH EXP. B 311 DwTEt 07/27/20 BCAL.E: 1/4"=1'-0" 8HEET s6 GABLE -END HIP ROOF ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 1798 PSF (27.98) ZONE 3 = 3153 PSF (43.53) "A"= 4'-O' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT+- GAS ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12"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. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS G 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE ENO k A� ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 12" 0.120" 170,000 RI 6- 16-20 RINGS SCREW SHANK INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. z W Z O LU Y@ Q L) 2 � L7 w w ft 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Q Z5 � w Z �0 N y J Z K D ? S 3 1 Q w on � Z� J W 0w Z CCU U) O a _Z IL M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. - RAFTER OR TRUSS RDLIF RHPATHING e a ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS R 6" O.C. IN FIELD C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6wIN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS R 6" O.C. IN FIELD C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6wIN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGCREGATESUE SK41 BE YV. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND EXPOSED EARTH ORNlEATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE TO NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN TO CHAMFERED 314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE BE ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0ON-GROUND WHERE INDICATED ON B RRI NE VAPORLED ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS PROVIDES. SEAMS UPPED BINCHETHYLSAND ESMETAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN `/V OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBOR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-0- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRAPE LUMBER AND ITS FASTENINGS" THE NFTRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.O SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0436' AND BE MANUFACTURED FROM 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 SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN 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 TPI1WTCA BCSI V 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 -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf REVIEW, WOOD TRUSSES. 20 paf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38" 10 pat BTM CHORD -non-concurrent #5 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 paf TOP CHORD paf TOP CHORD I7 par w/A3PHALT SHINGLES) (1 paf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 paf BTM CHORD 5 paf BTM CHORD 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH 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 Pat WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED =150 MPN 3- SECOND 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 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) 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: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: STORAGE:: WITH BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE 40p NTS: AND DECKS; 40pat, GUARDS AND HANDRAILS: 200pst, GUARD IN -FILL COMPONENTS: SOpaf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpaf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf 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. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE MASUSEONRYFORWIT ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT TO FILL MASONRY CELLS SHALL COMPLY IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS L DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/ A SLUMP OF 8" TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ 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 Pat, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEDE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT EEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S * PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TINE ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A HATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER RESAR SHALL SEAS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1N" FOR 46 AND SMALLER 2' FOR 0 8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3N. FOR SLABS, WALLS AND JOISTS 1-Irr FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: 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 ASS, Fy = 36 kal FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE 8 Fy = 46 MI. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 kal. 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 TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIUTION E. TYPE SPACMG REMARKS APPLICATpN SME TYPE I SPACWG REMAR1t9 i PTFURRNGTO MASONRY100NC, CAGE IUPDENEG COIL NNL 11?LONG. a-- GARAGE NOR SHELF TO MASONRYKx c 1l4•DLA —HER TAPCONMASIXJRY FA —ER a, 111 Ell 0., 4• END DEn.. II EDGE GIST. SGOpAL.EXi. POOPS CASE HARDENED COIL e'OIC WINOOIVNOOPo I—PENED GARAGE DOOR BJCK 1TDN. W, EXPANSION BOLT 24"Q'C 4-EMBED,.4—DTOIST.. I, T,EEENOTE6 NAIL IIII-ONG. STAGGERED INTO M480NRYICONC. TO MASONRY,WNC. WASHER 3•EDGE OISi. WINDOW BUCK cA6E w1RDENED Con `_ w— PAarENEo METAL —TO CONTACT THIS ENGINEER FOR SPACING I.R. SEE NOTE 6 NAIL „rs'LONG. STAGGERED INTO MASQVRY/ 0. MASONRY/GONG. REQUIREMENTS EXT. SWING DOOR (2)3I—A. "TAPCOM 1R"EMBED, a"END. NON BEARING WON I- EXPANEON 4"EMBEO.4•E- 2<OC &ICK2xM,SEENOTE6 NO WASHER FASTEROIST.,1, OGE DIET. WALL TO CONC.GUB W/WASHER BOLT DIST., 3'ENEGIST. nNwaua •PAF ,re v 4 ro, Dlsr.,,rr PaoW6.,3e 6TEEL NL-SEE WfW=EzR STAGGERED EEDGE GIST. raTEe 1.SST�APLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NON OR THE SPACING DETAILEDABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, W� I VA 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-7744078 www.abdosigngroup.com N: 0003326 eJ a O 7N R w! //Gy V 9VHDIV. de LOT: SILVERADO LOT #46 BLK #18 PROJECT 04128.001-46181 MODEL: 4EHB rr2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DRWT IN 07 20 SCALE: 1/4"=1'-0" 8tS N 1 10 (53 SSW PI