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Home My WebLink About6964 Silverado Ranch99 2605 59v-tivt -IV 7;7. ALL SCR K SHAI.�. CO�PL� GIlb ODESRE�AILIN CODES FL ER�C SIC CD H1LL5 NATIONAL- ®F ZEPHYR AND THE CITY ®RDINANCES Lam.!; e*voff H 0 M E S � 'I-T�`;(.,�1 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 6TH EDITION (2017) ABV ABONITS MANUFACTURER AC AIR CONDITIONING MIN. MINIMUM DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES •FLORIDA FIRE PREVENTION CODE 6TH EDITION •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES AID ADJUSTABLE M.T. METAL THRESHOLD . D. A ALTERNATE MTMOUNTED AMP AMPERAGE MTL. META BD. BOARD NNOT CL CENTERLINE 0. ON CENTER C PG C1Ts. -COVER SHEET PG CI- GENERAL NOTES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B •BASIC FIND SPEED - Vult=150 MPH CAB. CABINET PL PROPERTY LINE cLG CEILING I'B. PUSHBUTTON CLR CLEAR PH. PHONE CorC CONCRETE PLT PLATE Cr CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR PAIR P.T. 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 FAX: (813) 740-9715 Vasd=116 MPH .EXPOSURE - B D. DRYER PRESSURE TREATED DBL DOUBLE R RISER D.G. DUAL GLAZED RAD- RADIUS D1A. DIAMETER RAG. RETURN AIR GRILL PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DIM. DIMENSION REF. REFRIGERATOR DISP DISPOSAL RM. ROOM DP. DEEP RO. ROUGH OPENING DR. DOOR S.C. SO ID CORE EST DR D.S. DOWNSPOUT SD SMOKEDF.TECTOR DTL. DETAIL S.H. SINGLE HUNG PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS • STATE OF FLORIDA SQ.Ff. CALL. S PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 D.W. DISHWASHER sHT. SHEET EA EACH SHTHG SHEATHING ELEV, ELEVATION SHWR SHOWER EQ. EQUAL SIM. SIMILAR EXH EXHAUST SL. SLIDING EXT, EXTERIOR SL.GL. SLIDING GLASS FG/EX. FIXED GLASS STD. STANDARD PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA3-WALL. ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL. ASSEMBLY DETAILS IST FLR LIVNG 1104 Sa FT. 2NDFL RLIVNG I50I Sa FT. TOTAL LMNG 2605 Sa FT. GARAGE 431 Sa FT. F.G. FUEL GAS SWS SHEAR WALL A.B. DESIGN GROUP, INC. PORGN 111 $Q FT. FM. FINISH SECTION FLR. FLOOR TEMP. TEMPERED GLASS IK, THICK 1441 NORTH RONALD REAGAN BLVD. TOTAL 3153 Sa FT. FRUDR FRENCHSCENT DOOR TFOC. TOP OF CURB LONGWOOD, FLORIDA 32750 PATIO 80 SQ FT. FTG. FOOTrN T.O.P. TOP OF PLATE GA. GAUGE T.O S. TOP OF SLAB Tel: (407) 774-6078 GAR DISP. GARBAGE DISPOSAL TYP TYPICAL G.F.I. GROUND ONO UNLESSNOTED Fax: (407) 774-4078 -FAULT CI RCUIT INTERRUPTER OTHERWISE. GL. GLASS V.P. VAPOR PROOF GYP. BD, GYPSUM BOARD W. WASHER STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS H.B. HOSE BIB W; WITH IT . HOLLOW CORE WD. WOOD HDR. HEADER WOW. WINDOW HOT. OR HI HEIGHT W/II WATER HEATER INSUL. INSULATION W1. WROUGHT IRON INTERIOR L V. LAVATORY LUM. LUMINOUS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. M.C. MEDICINE CABINET PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S3.113-DETAILS 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 PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO PG SN1-DETAILS THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRTTTEN RFI's 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 CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdesigngroup.com AA #: 0003325 W h w 0 4 a suBDIV. & LOT44 SILVERADO LOT #8 BLK #7 PROJECTTII 04128.002-08071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: COVER SHEET 50 MPH EXP. r- ARCFiTECT- :��;I_I��_1: PRI DATE: NT // Ol 17 19 SCALE: 1 /4"=1'- O" SHEET C1 GENERAL NOTES STiE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 61h EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95 % MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL 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 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" 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 YWNCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THEENGINEEREDWOODASSOCIATION: 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 SNi. 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 Y' 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 COVERINGS 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7,1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS T" 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-Cl063 -11 A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 10/25/18 (RM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdesigngro upxom AA #: 0003325 w y U W 0 E: m w a F SUHDIV. & LOT• SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL., 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: GENERAL NOTES 50 MPH EXP. 11 ARCFFTECT- STATE OF FLORIDA A LAR NO 93723NO 93723 .W 01/17/19 sCALE: 1 /4"=1"- O" SHEET GN v 11 PATIO ' I 21'-4.1 III rBEID�ROOM#2 e LIVING e I ROOMG — ROOM 8'-8' CLG. V-8' CLG I 9'-0' I (2) 2068 I POST ruB/ BATH#2 ryP% vlc I I clv� N z 8'-e' CLG. OI I O Ii9 I I I I i I wD, I m I I I I I x - 2868 HB. 3' 4' S'-8' 3'-4' 5'-4' 3'-8' 4'-0' 8'-0' ry 2'-8' 3' 0 WN. 2868 SC e = 20 MIN. BOLLARD STAIR DATA 1RISER m 4' 6 1.5 15 TREADS ®10' ARCH -- _ iOPT. iREF i 4 i 5-SH LIN GOND AS REQ. PER BLDG. ElCODE I II FOYER 0 III vlllc FLEX GARAGE e'-e' CLG. 8'-8' CLG.m III 8'-8' CLG. 3068 a III III wnm' III • 2'-10I6'-0' 2'-10' TRANS M7 III 10' (2) 3052-SH �'_6• g'_8' I a PORCH. I6'-0' X 1'-0' ON e 5'-4' 8'-8' CLG. '-4 10'-0'-4 '14 19'-4' 20'-4' FIRST FLOOR PLAN SCALE: 1/4' • I'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE t RESIDENCE SHALL BE EQUIPPED WITH 50LID WOOD DOOR NOT LESS THAN I%' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1%'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN li'(I2.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH EDJ 302.1 COIFOfBR AND CLADONG WHO LOADS SW W14D DFOSM FOR 3 SECOND Q= OFEWO BOUARE ZONE 6D IPH NO lWD REtANKB AND TPE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. "ILl20.1/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CIXIIROLDATE03/" SQ.FT. CALC. S IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVNG 2605 50. FT. GARAGE 431 SQ. FT. PORGa III SQ. FT. TOTAL 3153 SO. FT. PATIO 80 SQ. FT. MASONRY /FRAME WALL LEGEND W-8' BLOCK WALL UN.O ON PLANS BIY.s. W.T. VARIES 8' BLOCK WALL UN.O ON PLANS 18'-8' BRG. INTERIOR LOAD BRG. WALL U.N.O. ON PLANS 4' INTO LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE -ALL EXTERIOR DOORS TO BE UNLESS NOTED OTHERWISE NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERI'1A-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R302B.1). 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 w .abdesigngroup.00m AA #: 0003325 F w y w 0 N a h 0 F SUBDIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL• 4EHB "2605—HAYDEN" GARAGE STAYING: LEFT PAGE: FIRST FLOOR PLAN 50 MPH EXP. ARCI-tract: STATE OF FLORIDA ROLNU A ABOUCHACRAAI AR NO 93723 PRINT 1917 DATE: 01 / / SCALE: 1 /4"=1'— O" SHEET Al DBL. TOP PLATE e Nl BAR DETAIL A SG ALE:: I2'•I' ARCH DTL. B SCALE: I/2'=1'-0' 10-0 3/4' 21,10 FIN. FLR W-$' BRG. W.T. 42' H. HALF WALL W/ CAP 3/4' T�. 8U6 FLOOR GLUED 4 SCREWED FER FASTENER SCHEDULE FRE-ENO. FRAmw. •IB MEER TRUSSES NOTE: STAIRS RISERS TO C0WORM TO FBCR 6TH EDITION (7011) MIN. TREAD-10' MAX RISER.1 3/4' 3/16' STAIR DATA: MAX VARIATION IN RISERS/TREADS 16R ®1.54' ADJACENT TO EACH OTHER 3/8' MAX 15 TREAD$ VARIATION IN ANY RISER/TREAD HANDRAIL I0'+ I' NOSING CIRCULAR CROSS SECTION CIA TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIL W WIDE NARROW END MIN II' WIDTH • 12' FROM NARROW END 34' MM. HANDRAIL W.T. NOTE: ENCLOSED ACCESSIBLE $PACE UNDER STAIRS SHALL HAVE WALL$, UNDER STAIR SURFACE AND ANY SOFFITS F'ROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 302.1. 0'-0' FIN. FLR (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR LOOO NAI IWMATERIAL RIF'S FOR SOLID SECURE TREADS TO STRINGER w/(3)-S 3' 61-IREWB • EA STRINGER WTHREADED SHANK TO EXTEND BEYOND THICIQJE65 OF SUB -FLOOR SHEATHING PLATE r nax. \ NOSING \ MIN STOR. `\ 3-2x12 SYP STRINGER \ REINFORCEDW/tX4 8PF W/CONT. BEAD OF \ 8UB-FLOOR ADHESIVE \ PL-400 OR SIMILARE EA HORIZONTAL RUN \ 2 X 4 RE -FORCING — EA. 2 X 12 STRINGER SECURE W/12d 6'-5' O.C. STAIR SECTION AUTT THE CLEAR SPACE BETWEEN \ 1 112" THE (HANDRAIL AND THE WALL \ MIN. SHALL BE NO LE55 THAN 1 1/2' HANDRAIL a 36' AS PER FBCR R311.18.2 \ W/ 2X4 RE-INFORGN6 42' H.1/2 NOTE: WALL LLV HANDRAIL ENDS SHALL BE CAP RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. ° 3Z z � NOTE: Ew I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CR055 SECTION WITH A 0 L) DIAMETER OF Ij'i 2' OR A NONCIRCULAR CROSS SECTION WITH A N 0 PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LA5 3E5T CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. L.— 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE NAILS.7X4 P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM INTO o, SLAB WITHIN e' ?!D, 37' O.C. MAX STRESSES- PER SECTION 160�8.1 / F.B.C. 201'1 HANDRAIL SECTION DSCALE: 3/4.-1'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.abdeslgngroupxom AA#: 0003325 F W h h z F 4 h 9 YS SUB—DIV. 8e LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL' 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FLOOR PLAN SECTIONS DETAILS 50 MPH EXP. RObM A A903GHACRA 4 AR NO 93723 J PRINTE: Ol 17 19 DAT SCALE: 1/4"=1'— 0" SHEET Al A. II'-8' 2'-4- I1'-4' 2'-4- 12'-0' 3052-SI-1 3052-SH EGRESS C) 3052-8N EGRESS �� m B 0 B S a 121 SWIM IS wic GfRESS LINE OF IST -1 _o. -[�ts -T. lo'-07 SECOND FLOOR PLAN SCALE: 1/4 - I'-0' J•..fol�tilC...........aol c :.•.........floli��i� ol...-........Inl..............flol;� of •.L o � '-' ° ��illlllllllll o o •, V1�J p. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W y w 0 v 5 IN-14 SUHDIV. 8e LOT: SILVERADO LOT #8 BLK #7 PROJECT 04128.002-08071 MODEL: 4EHB " 2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 50 MPH EXP. ARCFffECT: STATE OF RIDA A. N PRINT Ol 17 19 DATE: SCALE: 1/4°=1'-0" SHEET /qq\ 26'-8' BLDG. HGT. SHAKE SIDING 12 AS SPECIFIED S (TYP-) 6' TRIM BOARD 6' RAISED BAND 4' FREIZE BAND (TYP.) 18'-8' 2ND PLR, BIR'- I-r.T.-T' FYPON DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND O'-0 3/4' 2ND FIN. FLR�— 8'-8' CLG. 14GT.1, OPT. COACH LIGHT 0'-0' FIN. FLR -0'-4' GRADE CMIN.) 2ND FLR. B3_ - I'- 10'-0 3/4' 2ND FLR._— FIN. FLRJBR', HGT. 8'-8' CLG, HGT, e'-e' FIN. AI;' -0'-4' GRADE (MIN.) — - — - — - — - — - — - — - — - — I_ " immilmoll FRONT ELEVATION I 5 / OFF RIDGE VENT OFF RIDGE VENT SHINGLE ROOF FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT FYPON E.KTIIXIl OR EQUIVALENT 2ND FLR, BRG. HGT. I 4' RAISED I BAND I I I I I I I 6' RAISED I BAND (TYP.) ,AIO'-m 3/4' —, 2NDFIN. "A ERG. NGT. s ENT' RY I 4B I I I TYP. I I I 4' RAISED I BAND (Ty".) 8' I-RA15ED I BAND (TYP.) INFLR. _ -0'-4 GRADE CMINJ 2ND FLR BRG. NGT. F—IlEll q �~ I I I I 0'-0 3/4' 2ND FLR. _—_-----_---__—_—__—_—_ 08'-8' CLG. HGT. 6 ❑ ❑ ❑ I I A I I I I TYP. LJIL] L I I 'a 8_ I I I I 0'-0' FIN. FLR. _ _—_—_—_—_—_—_—_—_ _—_ I--_ _0'0' GRADE CMIN.) REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH AREAOFATTIC = 1SES SQ FT. NET FREE VENTILATION AREA REQUIRED = 1/3W REQUIRED VENTILATION AREA = 15.13. = 5.28 VENTILATION AREA X SQ. INCHES PER FT.(144) = 7E0.85Q IN. MI N. REQUIRED VENTILATION = .SX 7..8 IN UPPER PORTION OFATTIC - 380.4 SO, IN. OFF RIDGE VENTILATION AREA = 115 SOL IN. FERVENT 3E0.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 'AREA OFATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EMERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED 1//' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALV. 'L'-TYPE FLASHING SET IN ROOFING CEMENT FI5ER33LASS SHINGLES OVER'50 FELT PAPER ON 1/16' OSB, BHEATNMG OR 2X6 SYP F'T LEDGER LLV 1'2'xe' THREADED ROD 32' 12' CDX PLYWOOD SECURED PER O.C. 4 WITHIN 6' OF EACH NAILING SCHEDULE END MAX SET IN SIMP80N P TOOF BOND SM HIGH STRENGTH EXPDXY 2ND FR4. FLR (PER ELEV.) a 6' MIN EMBED. LSU-26 2x6 SYP RAFTERS OR PRE-ENG'D TRUSS (PER ELEVJ ROOF ELOPE PER -�- ELEVATION MIN. T/16' OSB SHEATHING GUSSET TO 6E SEt"E" TO CHANNEL FOR SOFFIT 2X6 MEMBERB W/ 8d NAILS 3' Or- • PERIMETER LUS26 W/ (4) 10d's TO LEDGER AND (2) 10d'4 1'-4' TO 2.6 JOIST 2 _0 2X6 8YP PT LEDGER W/ V2'xe' THFMADED ROD 32' O'C. 4 WITHIN 6' OF EACH END MAX SET N SIMF'SON HIGH ETRENGTV4 EXPDXY 6' MM EMBED. OVERHANG DETAIL A SCALE: 1/4. 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdesigngroupxom AA #: 0003325 F W rxn W 0 F R c F ti SUHDIV. 7 LAN: SILVERADO LOT #8 BLK #7 PROJECT* 04128.002-08071 MODEL' 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "K" 50 MPH EXP. ARCHTECT: a PRINT Ol/17/19 DATE: scALE: 1/4"=1'— 0" SHEET A3 K 2ND FLR.h BRG. HGT. 10'-0 3/4' 2ND FLR. FIN. FLR. 8'-8" GLG. NGT. s. --_ FRAME DOLLN FOR FYF'ON 5KTIIXII OR EQUIVALENT IS'-8' 2N1) FLR BRG. HGT 10'-0 3/4' 2ND FLR FIN. FLR/BRG. HGT 8'-S' BRG. HGT. ® ENTRY 0'-C' FIN. FLR, -0'-44' GR NE IMID NE IMID LEFT ELEVATION SCALE: 1/4 - I'-O' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH ,i18'-8" 2ND FL. BRCS. HGT. ,�I0'-0 3/4' 2ND FLR. A FIN. FL . 54" BRCx. HC T. ,� m ENTRY 0'-O' FIN. FLR. -- -0'-4' GRADE (MIN.) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.a bdesigngroup.com AA M 0003325 F h W 0 U h 0 4 to W O F eWe SUISDIV. & LOT• SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: RIGHT & LEFT ELEVATION "K" 50 MPH EXP. A E � STATE OF��A rAll A ABOUA'IAL:RA AS NO 93723 PRINT 01/17/19 DATE: scALE: 1/4"=1'- 0" SHEET A4 N ELEGTRIGAL LEGEND SYM. DESCRIPTION -0- STANDARD SWITCH 4 -WAY SWITCH -WAY SWITCH 4 DIMMER SWITCH Hp =USw BUTTON SGOWECT 7 HERMOSTAT IWLE RECEPTACLE (125V/10-AMP SINGLE POLE) 10V DUPLEX FECEF?ACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET IUD TO SWITCH) EXTERIOR WATER-ROOF/GFI zff� RECEPTACLE (GROUND FAULT NTERLPTER) 10v QUADPLEX RECEPTACLE ® 110v DUPLEX RECEPTACLE (FLOOR OlAlTED) NOV RECEPTACLE e4 WIRE =ONNrCTOR) I-Q LJALL MOUNTED LIGHT FILING MOUNTED LIGHT -ENPENT LIGHT LOOD LIGHT pIJALL SCONCE F°PzE-WIRE NT FAN WITH LIGHT (I CFM PER SQ FT.) ✓=4D BULB LIGHT FIXTURE mnn BULB LIGHT FIXTURE BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN INDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) F I'x4' FLUORESCENT LIGHT (6UiFACE GLINT) 'x4' FLUORESCENT LIGHT (RECESSED) • x O RECESS LIGHT ® CESS LIGHT (VAPOR PROOF) CEILING MOUNTED LIGHT WITH J-BOX OR OPT. FAN LECTRICAL PANEL (FIELD VERIFY LOCATION) (FIELD4[ METER VERIFY O_ATI ) HQ -BOX (WALL MOUNTED) Q J-BOX (CEILING MOUNTED) (LING MOUNTED FAN B VENT FAN (I CF1'1 PER SQ. FTJ N PHONE JACK SMOKE DETECTOR (CEILING MOUNTED) ® /CARBON MONOXIDE DETECTOR CEILING MOIINITED) IMES ®-------- :EILIWs MOUNTED OUTLET FOR GA E DOOR OPENER TV JACK -E 155 PORT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED - HOMEOWNER PRE -CONSTRICTION MEETING. • ALL 15 '20AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CF7.1 INTEF1'iITTENT PER TABLE M1501A OF FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERIF'PTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYF'E • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTNG MUST BE ENERGY EFFICIENT TYPE PER NBC. ENE13'xY CONSERVATION CIESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 F'RE-WIRED CLG FAN BDRX #2 "*- 24 ' F 4/r DOOR � 1 CaND BOLLARDS A5 REaBLDG. I F'ER BLDG. � CODE / 70 �-I KEYLESS FIXTURE METER wz FIELDCAI VERIFY Q LOC. IL GARAGE 0 DOOR F'REWIRE �I GARAGE IRRIGATION OUTLET a 46' APP. PATIO 0 DINING ROOM ROOM PRE -WIRED I — — CLG FAN I L, I /z \ SWITCH IN CABINET OUTLET TO 2ND FL\ FOR DW I SWITCH 1 \ 3 I 0 %ITCIIEN I / I GFI PAN. ---___ S/CO li OPT.— 1 --------------------- COACH LIGHT nl FLEx nl �\ III ` III MYER \ III PRE -WIRED 1 III CLG FAN � III wrl /221 PB. FOR CHIMES '� I I PORCH — ----- FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . 1'-0' FOR VENT OR MICRO W P Panel MAIN - A PANEL: 8116wp crt breaker VOLTAGE:120/24OV-1Ph MAIN: 150 Amp WC.8 FEEDER: 3-#1 Cu THWN b 1-46 Cu (G) In 1 12" C. OR 3-#2A AL THWN S 1- #6 Cu (G) In 1 12" C. Wtre Pde Bb Desen o Waac CTrwlt Clrtult Wans Desvl tlon BNr Pole Wlre 2 1 20 EcledarRx aNe GFl for TUG tA0 i 2 Spina z 20 Pump _ tlpg a 1;-- - — s s a249 ac e.u. 12 w spae. > PANEL - A PANEL: 42 crt breaker VOLTAGE: 120/24OV-1Ph MAIN: 150 Amp M.L.O FEEDER: 3-#1 Cu THWN 8 1-#6 Cu (G) m 1 12" C. OR 3-#2/0 AL TFM 8 1- #6 Cu (G) In 1 12" C. Wire Pds BNr .-pd.. e,—" qMn Wane O— tlon Wrr P.I. Wlre i12 I be BmeY lance 1500 1 2 a- Rengs 50 2 i8 eoo n2 1 2D S.1 APPl.c. - 15p0 a 4soD _ i 12 1 20 Refi .etor 1— T 1 20 0lning Recegeclez AF Cl---- 1500 9 10 1200 Dx meI GFI 211 .2 1 � 20 81h GFI Rac — 12(q 11 12 1800 _ DsM1wssM1ar CFI 1 .2 it4 1 15 F ./—AFCI g00 13 14 5000 ❑y GFI 30 2 910 .4 1 15 g Pm, —, IOtzh.I, Un. Lts AFCI 8 c 11 1. tE00 20 1 #12 .4 1 15 sD B C/O AFCI 900 18 20 1- G.e D.Opmd GFI i0 1 112 21 22 tA0 G.a / EAWP, Lt- 6 Rc a 1 .2 i14 1 15 BtlrmmII/BatM1immR AFCI 900 23 24 900 Owner Shca AFCI 15 1 S14 in4 1 15 Bedroom re AFCI 900 25 28 51p Ow - a.-- AFCI 15 1 i14 do P d uaiv M/ L el g00 3> 28 1-3n YSrDRNRLH/ ladrds i12 1 20 Opt OP.O .ur GFI s e 1000 29 39 30 1000 M E� 20 95 96 $P- >0 2 35 A/CA.H.U. IH. 6 —.1 .1) 5525 3T 99 41 ]8 40 m• 42 apace -d—j-to d.manar xl>x.lxwa5mx1 1r500 LmdxuN-to damwmlune Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT NTERRUPTER Ne: 14ONCO9JCDENTLOAD GFI: GROUNDFAULTWTERRUPTER rdallme xuq.d to mmand #nor 46500 hl 1110W walls et f00X 10000 x Rameinin weN et 40X 1420D T-I AIC w.d 11— LOAD CALCULATON IS BASED ON A/C NONLOINCIDENT LOAD TdelCmnxtad Lmd Watts a5sa5 Amex Iwelle / 240 Wlal 1449 150 AMP ELEGTRIGAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS 614ALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6tH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER GChl1 AN7 REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHLTHUN UNLESS NOTED OTHERWISE. POWER COMPA TR.ANSFORIER u le Rd 2605 7915 Hi -Haul L1 3 at65WILl Mat 700% 195 8010 PROVIDE 3-2/0 GU, TAN + P6 CU N 2' CONDUIT OR 3 a4/0 AL, THWN a P6 CU N 2' CONDUIT. (CONDUIT TO TEF41NATE ABOVE SOFFIT . OVERHANG] COMBNATION SERVICE 160 AMP DISCONNECT SWITCH AND 120/240 VC M ELECTRIC METER IN Urn A8E NEMA 3R ENCLOSURE PANEL 50A/1P MCB ONE SERVICE H u CABLE LEVISIGN ENTMOCE SERVICE ENTRANCE EGAITELEPHIPFIENf EdIIPMENTET INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONIECTION6 PROVIDE 50 AMP, 120/240 VOLT, I PHASE SECONDARY-- 114 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 1 COPPER (OU) N CONCRETE ENCASED FOOTER STEEL PER 1-1/2" CIA SCHEDULE 80 PVC OVNOUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBCR 6tH 14/0 ALUINUM (AL) N 2" CIA SCHEDULE 80 PVC EDITION (20111 CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDNATE WITH THE ELECTRIC rrl.-IA X 8 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w1Nw.abdeslgngro up.Dorn AA #: 0003325 F w ti U W O F a h c 164 IRO BDISILVERADO LOT #8 BLK #7 JECT4j/ 04128.002-08071 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. Bj PRINT DATE: Ol 17 19 SCALE: 1/4"=1'- 0" SHEET 14. E1 ELECTRICAL LEGEND SYM. DESCRIPTION d? TANDARD SWITCH -WAY SWITCH -WAY SWITCH y�DIMMER SWITCH �9 BUTTON ISCONNECT i HEF;TlO6TAT MGLE RECEPTACLE (1251/20-AMP MGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERIPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) EXTERIOR WATERPROOF/GFI 411= RECEPTACLE (GROUND FAULT NTER)PTER) IOV QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE =ONNECTOR) I-Q JJALL MOUNTED LIGHT FILING MOUNTED LIGHT PENDENT LIGHT LOOD LIGHT JJALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SO. FT.) 9 5 BULB LIGHT FIXTURE ^^^" 4 BULB LIGHT FIXTURE BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OMT) 'x4' FLUORESCENT LIGHT (RECESSED) x O Cz LIGHT CESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OR OPT. FAN LEGTRIGAL PANEL (FIELD VERIFY acanoN) OGATI fQ -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) EILNG MOUNTED FAN B VENT FAN (I CRi PER SO. FT.) ONE JACK OKE DETECTOR (CEILING MOUNTED) ® /C RBON M OX DE DETECTOR CEILING MOUNTED) HIMES ® G D RGARAGE DOOR OPENER HTVI TV JACK '-'E J55 PORT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND MOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CF1'1 INTERMITTENT PER TABLE M1501A OF FBGR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTER)PPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30"15)(2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENEFYaY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION �IDENr1AL ENERGY EFFICIENCY) 2011, bthENERiY EFFICIENCY) 2011. bth EDITIE}�R4 .1.I I � L SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA A: 0003325 F -14 h W 0 V h N 4 m C R ILLD sUHDIV. & LOT• SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. Uj 11 rW A ABOUCHACRA L_ AR NO 93723 PRINT 01 17 19 DATE: SCALE: 1/4"=1'-0" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • F-0' L SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . I'-0' 2'JVVrR 'I WASWER 3 �IfJ/1. 7 3' KITCHEN sox uu AUTO VENT r3 2' VnR LA _ LAV �J-1/2'� 2. 2 u1C. TUB 3. 2' VrRll UIC. d LAY I-I/1' r TUB V CO 3' 4 3' TO MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngro up.00m AA #: 0003325 F W h W U w 0 F 0. V h W C F ti SUHDIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: PLUMBING PLANS 50 MPH EXP. ARCFKMCT STATE Qf= FLORIDA N2 - ROLAW A CRA AR NO 93 23 PRINT Ol 17 19 DATE / sCALE: 1 /4"=1'— 0" SHEET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT 8WALL BE PROVIDED WT14 PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SWALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATIl ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (20TV MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 151 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR WAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, &&ALL. BE CONSTRUCTED OF SMOOTH GAILY. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION 120TTJ MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFO "15 SHALL BE CONSTRUCTED N ACCORDANCE TO PBC 61141 EDITION (20T1) MECHANICAL CODE 603J 1. BATHROOMS C0NTANMG BATHTUBS, SHOWERS, SPAS AND SIMILAR 15ATWNG FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH PW 6TH EDITION (20M) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EG IUAL AIR EXHAUSTED. '1 ALL FIRE RATED CEILNGB AND WALLS SHALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS 814ALL BE INSTALLED TO MFG. RECOMMENDATION6 AND PBC 6TH EDITION (201) MECHANICAL CODE SECTION SM. W. GRILLES AND DIFFUSERS 6NALL BE PROVIDED WITH 15ALANCNG DAMPERS. 1L DRYER BOOSTER TO BE A FANTEC 4 D15F BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER 0006TER CAPACITY 60 LINEAR FEET WITH MAX. 61X ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — 80LID LNE• SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA66-THRU AIR GRILL NOTE.: ALL HVAG TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES SECURE STRAP TO GONG CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP 1 OR EQUAL AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB �5XI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO , CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERt"IINIATE CONNECTION TO PAD IN AN &PROVED DRAIN,AS PER 6TH EDITION.O1T) MECH MECHANICAL BLDG. CODE O NOTE: MAIN COND. DRAIN 3/4' DIA. SECTION 301-2.4 a OVER HEAD ® 12' FROM STRUCTURE HVAG DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK C.O. PLUG SEE SPEC. BRASS PLUG --FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 5240-K JOSAM 56000 INSIDE HSERIES NICKEL 5RA65 TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING 1'-8'X8' CONG. FITTING OR EXTENSIC TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TY ) LIVING ROOM I I II IINN DRO OMG FROM ABOVE' BEDROOM #2 1 12X8 1---------- III I I I I z------- I >•- ----�--- 14X6 BATH #2 ASS 7HRU III 12XI2 I I r3 -r *I---- --- ---------------- So C I I s�noR.l I I I I KITCHEN o I PAN. SXX4 12Xa AM a' S/A FROM ABOVE GARAGE i �9X9 IIJ � I I FOYER 'III FLEX III III I T'�PORCH -------------------- I 0 00 FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . P-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngro up.com AA #: 0003325 F W h R F h w c SUHDIV. 8e LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN li�50 MPH EXP. A PICHTECT: A.A NO PRINT 01 17 19 DATE: SCALE: 1/4"=l'-O" SHEET M1 i L HVAC PLAN SECOND FLOOR SCALE: 1/4 . V-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N U h z 4 V h W C R ILL J SUHDIV. & LOT. SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. 2 PRINT 1 DATE: 0117 9 SCALE: 1/4"=1'— 0" SHEET M2 2X4 TOP PLATE ER FLR PLAN PRE-FAB TRUS5 1/2' CLG. BOAR 1/2' DRYWALL — T` 1V 2X4 WOOD STUDS s24' O.C. SLAB FM FLR IVV IC: pIUVO IIV PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (I)TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'.I'-C' FIBERGLASS SHINGLES OVER °30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 414 ON J' OSB. SHEATHING 5/8' GYPSUM BOARD OR J' GDX PLYWOOD OR 1/2' HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD NATION PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE I, 0, PER ELEVATION 2x FASCIA PER TYP_ ELEVATIONS O.A_ R-4.1 INSULATION VENTED SOFFIT ATTACHMENT PER MANUFACTURES �WINDOW SAS PECIFICATIONS SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR Ix2 P.T. FURRING — STRIPS a 24' O.G. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — ,� W/ WINDOW OPENING V 5' DIA SLEEVE, DO NOT CUT REBAR IPE BOND BEAM O NOT CUT SOLID GROUT THE BOND LLV V. 5 BEAM (2) COURSE - REBARS 2A PIPE THROUGH BOND BEAM Di SCALE:3/4'.I'-0' FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF S S I T L SS HAN 4 12 A (::5)1—STORY HIP BLOCK WALL (2)-AYER UN ERLAYMENT SYSTEM D1 SCALE: 3/4'-F-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6-15,11 CORER BEAD 1/2' THICK 2 COAT a' cm SEE FIORM'd'm PLASTER APPLIED STRUCTURAL FOR DIRECTLY TO REINF ENT MASGNRT 2- P.T. UD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL PRO. C.OLLK AND a°x SEALANT BACKER ROD UEATHER STRIP GAD Lea T'IOULDRUCa ALL L I I' PVL xsx raR GA° ea ARO ND MY GALV. STEEL DOOR MANPJ °' QU TRACK BRACKETS w• GrP. uL m. FASTENED TO uK.OD mee WOOD JAMB PER PRODUCT GALV. STEEL OVERHEAD DOOR APPROVAL REO. VERTICAL TRACK 1' MN. BY OTHERS DY MAP. FASTENED TO TRACK 5RA04E Ron,T UV PRODUCT APPROVAL REO. 2B GAS LINE THRU BLOCK D1 ecA�w•.r-o• FIBERGLASS SHINGLES OVER °30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.1.1 ON a' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR e I._0. TYP. s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-O' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRIGN PER STRUCTURAL DETAILS PRE-ENG WD, TRUSS CONT. 2x RAT RUN SECURED PER2� STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES .;,PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD n W/ WINDOW OPENING H FIBERGLASS SHINGLES OVER'90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON J' O.SB. SHEATHING OR J' CDX PLYWOOD SECURED PER i._0. FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS \\ VENTED SOFFIT \ `PRE-ENG. GABLE TRUSS SWEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 0 24' O.G. 1/2' GYP. WL. BD. 8' CMU WOOD BASE 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING %6-"�1—STORY GABLE BLOCK WALL D J1 SCALE: 3/4'.1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774-4078 W W W.abdeslgngroupxom AA #: 0003325 F W W 0 U h x F a m 0 F J-� SUBDIV. & LOT-4 SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. R LI / A ABOUCHACRA BAR NO W723�NO W7233 PRINT 01 17 19 DATE: / / sC ALE: 1 /4"=1'— 0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER -30 FELT PAPER OVER -30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED / PRODUCT, INSTALLED PER SECTION RW5.I.I PER SECTION R905.I.1 ON a' OSB. SHEATHING ON a' OSB. SHEATHING OR J' CDX PLYWOOD OR I' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. TRU55• ER PRE-ENG WD. TRUS i PER 24' O.C. MAX. LEVATION 24 O.G. MAX. ELEVATION METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY CODE FORM. 2x FASCIA PER CODE FORM. 2x FASCIA PER ELEVATIONS -0' 014. 5/5' GYPSUM BOARD ELEVATIONS 1, m, 0A 5/8, GYPSUM 50ARD TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH GLG. BOARD VENTED CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP SOFFIT INSUL. REPES NCE INSUL. REFERENCE STRUCR-4.1 URAL R-4.1 STRUCTURAL Z O w J w Z p d > W WINDOW ATTACHMENT W AS PER MANUFACTURES SPECIFICATIONS w REFERENCE STRUCTURAL 3/4' T 4 G SU5FLOOR GLUED AND NAILED i 3/4' T 4 G SU5FLOOR AS PER NAILING 1/2' THICK, 2 COAT O v - GLUED AND NAILED In' THICK, 2 GOAT SCHEDULE PORTLAND CEMENT QAS s- >HEDULE PER NAILING PORTLAND CEMENTPLASTER kw APPLIED PLASTER APPLIED DIRECTLY TOwDIRECTLY TOMASONRY MASONRYER ER IX2 FIRE -STOP LEVATION IX2 FIRE-5TOPP,.' LEVATION SEE STRUCTURAL SEE STRUCTURAL R ER LEVATION LEVATION 5/5, GYPSUM BOARD YPSUM BOARD OR 1/2' HIGH STRENGTH GLG. HIGH STRENGTH BOARD OARD R LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. R-4.1 IN5UL. o 0 w J w W W w W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/1THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. RIBBING DIRECTLY TO STRIPS ® 24' O.G. DIRECATc,,LY TO STRIPS ® 24' O.G. MASONRY 5• CMU RY 8' GMU 1/2, GYP. WL. 5D. 1/2' GYP. WL. BD. WOOD BASE WOOD BASE IX2 FIRE -STOP —� IX2 FIRE -STOP E LI .. L1°E W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'4-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-7744078 W Ww.abdeslgngroupxom AA #: 0003325 F w h W U 0 F a w F 2 SUHDIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT* 04128.002-08071 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. ARCHITECT: STATE OF FLORIDA ROLAND A ABONCHACRA AR NO 93723 , PRINT 17 / / Ol 19 DATE: sCALE: 1 /4"=1'- o" SHEET D2 SECURE 2xb MIN. TO BL.K LLV (2) )iW' A-50LT5 4' EMBEDMENT MIN. W/ 2'X2'A WA��SHEENR AND NIT SPACED EVENLY FROM FLOOR TO GARAGE W JOINTS PRIOR i0 FILL O \-SECURE 2x4 ON--v FLAT TO 6LK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK IW (5) VXSA-BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XIb WASHER AND NIT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLNG. I-2Xb PT BLOCK • CENTER OF DOOR HEADER UU(U)9X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'XW WASHER AND NUT. INOTES. I IN f ALA 0H L BE IN ANCE TO MAMFACTUREW6 INSTALLATION NSTRUCTIONS WFERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR KT1HUCK ATTACHMENT 3 x4tE, w•.r-a 8' CMU a DRYWALL I'X4' OR VXT P.T. NAILER 1.4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME ! EXTEND 1-Y4' INTO BLOCK ❑Tf(MIN W/ 7(b' TAPCONS . SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4m WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 ()WINDTO BLOCK +3/4 OR +5/4 SCAOW LE: N.T.S. 2X4: SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPAC INS. 2X6:= SECURE TO BLOCK W/2-%' TAPCO' S(MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 149 WITHIN 8' OF EACH END ! 8• 18' O.G. MAX SPACING. Yf. 2X8:® ❑ I'X SECURE TO BLOCK W/2 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 D MIN. EMBEDMENT I Yi 1 'QTT WITHIN 8' OF EACH END ! CMU DRYWALL 4' OR I'X2' P.T. NAILER OOR CASING OOR JAMB OR WINDOW AGH TO 2X PER MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1 2' WINDOW TO BLOCK +1-1 2" SCALE: N.T.S. 2X4- SECURE TO BLOCK W/' TAPC, N•1S (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I )i ) WITHIN ' OF. H END 4 8 G 18' O.C. MAX SPACINGNOTE: STRUCTURAL 2X. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/2-y' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-& (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 81 CMU MIN. EMBEDMENT I Yi) JQ DRYWALL WITHIN 8' OF EACH END ! IS' O.C. MAX SPACING. ❑ �VX4* OR I'X2' P.T. NAILER 2X8:® SECURE TO BLOCK W/1-3k,' %,' O.SB. X 4' MIN. TAPCON5 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END ! MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-15 S16" �\ WINDOW TO BLOCK +1-15/ " SCALE: N.TS. 2X4:® NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-15 S16" �\ WINDOW TO BLOCK +1-15/ " SCALE: N.TS. 2X4:® SECURE TO BLOCK W/ 34' TAFIC 0NS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IV O.G. MAX SPACING. MUST BE ON OUTSIDE ! 2X6� SECURED THROUGH3 SECURE TO BLOCK W/2-3�,' NON-STRUCTURAL /(b' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' CMU WITHIN 8' OF EACH END ! DRYWALL 18' O.C. MAX SPACING. X4' OR 1'X2' P.T. NAILER TO BLOCK W/2-C OOR CASINGSECURE TAF0NS(MIN. rATTACH SHANK SIZE .145 MIN. HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT 1Yi) TO 2X PER WITHIN W OF EACH END ! MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAIM TO BLOCK +2 1 4" WINDOW TO BLOCK +2 1 4" SCALE: N.TS. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END ! I8' O.G. MAX SPACING. MUST BE ON OUTSIDE ! 2X6— SECURED THROUGH SECURE TO BLOCK W/2-y,NON-STRUCTURAL 34. TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I V) J4' DRYWALL WITHIN 8' OF EACH END ! 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER ❑ 2X8_ SECURE TO BLOCK W/2-Y.' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 N MI. HEAD SIZE 300 MIK EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ! ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. HOlEbIH M N®® ro rtll� JMts fDo Nor onaD k') DOOR JAMB TO BLOCK +3" �L1 WINDOW TO BLOCK +3" SCALE: N.T.S. 2X4vm SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I )i ) WITHIN V OF EACH END ! NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE ! 2>T:® SECURED THROUGH SECURE TO BLOCK W/2-%' NON-5TFWCTURAL 7W' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' OF EACH END ! 8' CM 18' O.G. MAX SPACING. ys• DRYWALL 2xsSECURE ❑ I'X4- OR I'X2' P.T. NAILER SECURE BLOCK 2ND 2X SECURE TO ( K SIZE' TAPCONSCMIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2JI2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END ! 6' TO 8' O.G. MAX MIN. EMBEDMENT I Yi) OOR CASING WITHIN 8' OF EACH END ! DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MINL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: 5TRUCTURAL 2X WITHIN 8' OF EACH END ! MUST BE ON OUTSIDE ! 18' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-5TRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-4- TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 8, CMU MIN. EMBEDMENT I )/4') Y2' DRYWALL WITHIN 8' OF EACH END ! 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8� ❑ SECURE TO BLOCK WA-1/4' J(/,' OSB. X 4' MIN. TAPCON5 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. NrnE. MM b N®Ep To RIM JN'! rD0 Nor D® k'1 DOOR JAMB TO BLOCK +3-7/18" (r\ WINDOW TO BLOCK +3-7/18" SCALE: KT.S. 2X4:® SECURE TO BLOCK W/Yi TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ys') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE ! 2X6_ SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL W6' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' CMU WITHIN 8' OF EACH END ! )5' DRYWALL 18' OG. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK 51ZE .145 MIN HEAD SIZE 300' MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ! TTAGH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3 4" H SCALE: INS- 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroupxom AA #: 0003325 F ur U W 0 F a w F a TN SUBDIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. ARCHITECT: STATE OF FLORIDA PRINT 01 17 19 DATE: / / SCALE: 1 /4"=1'— 0" SHEET D3 PRODUCT APPROVAL LISTING - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdesigngro upxom AA #: 0003325 F W y U W O 4 a y w C SUSDIV. & Zom SILVERADO LOT #8 BLK #7 PROJECT#i 04128.002-08071 MODEL• 4EHB "2605-HAYDEN" GARAGE S'RNG: LEFT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. 2 Ra JO0 a ABa)"CRA 6- AR NO 93723 DA01/17/19 SCALE: 1/4"=1'- 0" SHEET D 4 OL FOLD RWAI®• Pr. A ®roLo OL POLO RWN® rt. A 2. CFEAEE . A. e 9. ReALE • rf. C 6N.✓rw w RCOFMG� aar rxt. oveiav s•, ' exr� w• eeLam — ENCATHNO, KrJ2NJICALLT FMT@l �' OG MAX OL:ttO PlWJGD • Pf. A a, aeaee • n. e FOLD A6 OL FOLD MLLAR) • R. A 2. C,ffABE . Pf. G 3. 0.•EA0! • R. C a. FOLD Pr. c oars Pr. e TILL Pr. c roucsaEe �« ILAN e eoTrm �ie uLAreR Trur ElAL ra.n, 2e aT- J' THICK, 3 COAT CEMENT PLASTER OPtJE), V)' 2 COAT CB'B�t rLr14TlR (C4) WRB LAYER 7, FORTIFIBER BUILOMG PAPER lFRdPE —1 U M5 LAYER'I, STUCCO U.RAP(RepeE O Y) LAr LAYlM O pIIILDPY W ® KICKOUT T1 T'1T A TT STOP .ONLY) 'Tw e oR cu FUOR � WALL FLAdINA .d FPIT RAGNNG fOEE ' C" \ au a tl� rarau «iaeair FLABNMG AT GORQT OF ROOF WALL M1EI GECflpb WATeIR rlwT xx meo oR )D SHEATHING: OR CMU 3 LAYER "I, —CO WRAP (FRAME ONLY) 4ICK, 3 COAT CEMENT ,STER(FRAME), 1/2' 2 COAT ENT PLASTER (CMU) AL LATH (FRAME ONLY) ' WR6 a TAPE OVER JFAIALL SCREED i' 'L' TYPE CONTINUOUS .V, METAL FLASHING IL TO ROOF DECK, NOT L SHEATHING) I SHINGLE - DO NOT NAIL, TALL WITH ROOF CEMENT �)F PER ELEVATIONS O"L" FLASHING N.T.S. 11,010o MILK DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) ORB LAYER 1*2 (FORTIFIBER — --- — — — BUILDING PAPER METAL LATH x—x x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE= METAL LATH: LATH TO BE PER SECTION R-103,11 / ASTM G-541-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww ,abdesigngroup.com AA #: 0003325 F W y V 0 F a U h k A F ti su:emV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. ARCHFTECT� STATE OF FLOFIDA JA tAR PRINT / Ol 17 19 DATE: SCALE: 1/4"=V-0" SHEET WA1 LEGEND DRAINAGE PLANE (WRB LAYER •I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - • - • - • - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-AD+-IESIVE FLASHING: NOTE: METAL LATH: LATP TO BE PER SECTION R-103.11 / ASTM C-847-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT TOP d SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC- METER FIELD VERIFY LOCATION r — — — A VENT PENETRATION t1 5GALE: N.T.S. AREA TO RECEIVE STUCCO SCRATCH COAT d I COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I METER FIELD VERIFY LOCATION i APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER EC; Rif CAVITY TO BE FILLED WITH RIC-ill) POLYMERIC ISOCYANOTE-POLYBLEND FOAM "� "T ^-"'r �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LAR3ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER •I, STUCCO WRAP WOOD SHEATHINGS APPROVED HOUSEWRAP BELOW CUT SUCH TPA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STET= #3 WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER I a' STET= #2 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN —SELF-ADHERINGmBRAxFLASHING GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER "2, FORTIFIBER BUILD ING ) PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ;&METAL LATH STEP #5 STEP #(c OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.00m AA R: 0003325 h z a IN #A 00 n 6V L J svHDIV. 7 LOT111 SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 2 A PRINT 01 17 19 DATE: / / SCALE: 1 /4" =1'— 0" SHE�EnTT dV A2 of LEGEND DRAINAGE PLANE (LURB LATER *I, STUCCO WRAF) LURE LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH xxx-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING k 2 1/2� 2" CORNER BEAD (FASTENER d SFACING 9 "I' O.G.) CMU %' THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdesjgngroupxom AA #: 0003325 F y w 0 U W may.. O F 4 v C F z � svHDIV. & MT SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. ARCHITECT: STATE crQoQFVQA JA 2, ROLAI� A AR NO 93723 CRA PRINT 01 17 19 DATE: / / sCAL.E: 1 /4" =1' -0" SHE�E�T/T /p\ V V A3 WOOD CONSTRUCTION BEYOND WOOD SHEATHWG WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 02 V X T Y.' LAP SIDING / / / \ W SELF-ADHERWG W/6' REVEAL / / ' FLASHING 4 FLASHNG HERWCs ` _\ 1 L UZATHER BARRIER RESISTIVE STARTER STRIP / \ \ WEATHER RESISTIVE RI \ BARER -S DO NOT CAULK OR ( 1 \ \ A/ 6' SELF-ADHERWG SEAL OPENING / _/ FLASHING GALY'D METAL GALY'D METAL 'Z' FLASI-IIWK Z'FLASHWCs DO NOT CAULK OR I y' X 6' SIMULATED bEAL OPENNG WOOD TRIM M5ER STUCCO CASING BEAD / I y' X 6' SIMULATED WOOD TRIM MEMBER \,1 AL GAP W/CAULKM / OR APPROVED SEALANT STUCCO CASNG BEAD SIDING TO STUCCO ® BLOCK TO FRAME ,�� TRANSITION J NOTE: METAL LATH: LATH TO BE PER SECTION R 103.1.1 / ASTM G-841-09, MIN. 2.5 LBS. PER SO- YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—xx stucco WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdeslgngroupxom AA #: 0003325 F W h W 0 U z 0 4 V W F C ti SUBDIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL' 4EHB " 2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. PRINT 1917 DATE: Ol / / scALE: 1 /4"=1' - 0" SHEEETr n V V A4 / \ \,•7 '1/8' TENURED / //, FINISH m WOOD, /_____ \ 1/2, TEXTURED .________�____.___ - --'-- � 2x& SUB -BAND � FINISH w CMU /� W/I'x4' NOTCH e METAL LATH / / / = ✓ END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP j' j WOOD SHEATHING OR cr-w I 1 1 WRB LAYER -1, I DRIP EDGE 1\ I\ = STUCCO WRAP (FRAME ONLY) WRB LAYER -2 FORTIFIBER F I ----- I/8" -1/5' TEXTURED I \\ _. BUILDING PAPER (FRAME ONLY) I FINISH Q WOOD I \ 2x6 SUB BAND ROOFING CEMENT \ I/2' TEXTURED \ \ \ FINISH Q CMU / \ EDGE DRIP \\ a ✓ METAL FASCIA WRAP Ys' FROM \ \ © FLAN E3 METAL KICK OUT ` \ ! is STUCCO, I' FROM WOOD WALL \\ \ �o EXTERIOR WALL \ \ \\ (FRAME OR CMU) �\ \\ NOTE: NOTCH FOR 2X(o SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ \ ROOF DECK (BEYOND) EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ®PLAN A �-l/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED / / FINISH @ CMU ��2x6 5U5-5AND W/I'x4' NOTCH im 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 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-6' O.G. MAX. 2x SUB -BAND W/ly'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH g END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL Cap WALL -ROOF CEMENT A ROOF EDGE OMITTED FOR SUB BAND DETAIL C WALL CLARITY W/KICK— OUT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abd esigngro up.com AA #: 0003325 F w h w U w 0 0. c F c pw to 99 sUBDIV. & LOT• SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. ARCHITECT. STAAATEE OF FLORA JAM 2 2\2 19 A Is RINT 01 17 19 ATE:CALE: 1/4"=1'-0" HE�EnTr dV A6 TE-1 w wl F 4" CONC. SLAB - a O w Na -4 --- _—_,— —FM-16x18 _---_---� 1 1.1 I I� 0 xl m I� TLD OP OF LL SLAB - I 11' 10" 7-5" 20'-5" I I 9 I 1.1 CW-12x12 —r I - F-24X24 � OOlto CWC-12X12 CWC —� LLIIZ _� ---- - Oii� LL UP TO 2ND FLOOR n I I (FIELD VERIFY >iiW EXACT LOCATION) 8 i o 1.1 1.1 9'_4.. 2' 9._0ll fV I I, II IN 16-0" „ 2-10" I. — FM-16x18j — — — \--j ,J 20'-4" 21'-8" 9' 3" „ 9'-5" #3 TRANSFER STEEL - 9 24" O.C. MAX 0'-0" FIN. ELEV-0" FIN. ELEV. FIN. CONC. SLAB m 4 �I 1 I` FM=16x18 J _ ? — — FM-12x18 — W FOUNDATION PLAN SCALE: 1/4" = V-0" w� Moil] z17_1%#[OLllll►Iolt*� 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, DINDICATES #6 BAR,MINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Prn = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6.6 W1.4xW1.4 OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's FM-1608 16, CONTINUOUS 18" - (2)#5's (+)p •-p FM-20x18 20" CONTINUOUS 18" - (2)#5's FMC-16x18 16" CONTINUOUS 18" - (2)#5's - VARIES CW-12x12 17' SEE PLAN 17, - (2) #5's - (+)0"-0•' CWC-12x12 12" SEE PLAN iz, - (2)#5's - VARIES F-24x24 z4" 24" 17' (2)#5's (2)#5's (+)o"-o" TE-1 8" SEEPLAN 8" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdesigngroupxom AA #: 0003325 w h a v h z F a C F ti SUI.3DIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN (50 MPH EXP. ARCHTECT STATE OF FLORIDA Al't 2 If V ROBW A ABOUCKACRA BAR NO 93723 oNO 93723 o PRINT 01 17 19 DATE• SCALE: 1/4"=1'—O" SHEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING } Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED _ Q CELL SEE PLAN FOR SIZE AND �� Q 4. Y CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a O F v .�: SPACING REQUIREMENTS +II GARAGE DOOR Q W m U W la .T� RECESS m71 Hil va Q ..I ., FM g� EL to a' - Z 8" CMU WALL O 8" CMU WALL , . CORNER BARS, SAME SIZE AS BAR Oto m — IN FOUNDATION WITH 30" LEG EACH : w U _ o +_ 0'-0 +- 0'-0" - TOP OF SLAB - _ B WAY AT ALL CHANGES IN DIRECTIONS vl S THAT THE STEEL REINF. IS CONTINUOU N N ' TOP OF SLAB . MATCH AMOUNT OF CONTINUOUS BARSSO PORCH SLAB SLAB SCHEDULE .XT FER (1STORY) #3 18" F EXT. PORCH SLAB1/2'ISOLATION - VARIESSEE SEE SLAB SCHEDULE TOP OF GARAGE 4'CHAMFER (15TORY) o'-s` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITSSET 7p. AT ELEVFER (25TORY) W/12" ISOLATION6' INT (WHERE ♦ • z EDULE ( JOINT WHERE,•APPLICABLE) APPLICABLE) CHAMFER (2STORY) SEE SCHEDULE Z a, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING N FOR WxD, BAR SIZE Im FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY - AND BAR QUANTITY NUMBER OF BARS (ie 2 TO 3, PROVIDE 2 BARS), UNO /"�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4"=V-0" L @ GARAGE SCALE: 3/4"=V-0" CORNER BARS DETAIL ,1 DOOR OPENING SCALE: 3/4"=1'-0" 4 SCALE: 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 Lu 2x4 OR 2x6 WOOD BEARING WALL W/ SYP Na 2 STUDS SEE PROVIDE BLOCKING _ W oa PLANS FOR SPACING. SINGLE m NEW REINF. BAR BTM. PLATE TO BE PT. O a SECURED W/ 2- PART g PROVIDE DEL. TOP PLATE - SECURE ST. PLATE TO 2" CAPPED a I EPDXY. MIN. EMBED LcSTAGGERED. 8", UNO SLAB W/10d MASONRY NAIL i6" O/C GALVANIZED PIPE W/FLANGE @ BASE I = O FOLLOW ALL MANF. ul Q I SPECIFICATIONS FOR USEAND _9 F m PREPARATION OF Z HOLE. w SECURE FLANGE TO SEE SLAB SCHEDULE SLAB W/(4)1/4"X 21/4" TAPCONS OQQ- TOP OF SLAB a .. ..',. 4" CHAMFER(1 STORY) �- 6" CHAMFER (2-STORY) e • s EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION � SCALE:3/4"=1'-0" (NO UPLIFT) _ 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 WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DEL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE WPOURED 2X WALL FRAMING +_ p•-0^ 12" DIA. USP 725OSD BOLTS 5" TOP OF SLAB F MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND •y 16" O.C. VERTICALLY MAX e SCHEDULE AANSEE OR— BAR SIZE D BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO 9 SCALE:3/4"=l'-0" (NO UPLIFT) BLOCK WALL CONNECTION 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407 774-6078 FAX: 407-7744078 ww W.abde5igngroupxom AA #: 0003325 F W h U 0 4 a y W C F SVBDIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. 11 WLIAM A ABOUCHACRA AR NO 93723 J PRINT Ol 17 19 DATE / / SCALE: 1/4"=1'-O" SHEET St. IA 1 V-8" FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdesigngroupxom L AA #: 0003325 F h w 0 U h F a U y 0 Fg 9 �L E: svBDIV. & M— SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. 11 r ARCFFECT- STA OF FLORDA A cRA PRINT 01 17 19 DATE: / / SCALE: 1/4"=1' - 0" SHEET S1. 2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BONDBEAM TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM � ARIES PER ELEV. - '4 .. .. '• ... .. 'A . . ;. z VARIES PER ELEV. a ]l7 Q Q p #5 BARS It m ft E bj_ m - 10" HOOK O .Q CLEAN OUT REQUIRED m Q m #10 FOR INSPECTION "o FIN. FLR. O - • TIE ERTICAL REBAR TO HORIZONTAL 'I,� M - aI - - REBAR W/ 10" HOOK .. BAR SIZE 48 BAR DIA. MO #4 1 24" #5 30 CMU UNIT DIMENSIONS � ARE NOMINAL SIZES 061 OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. #3 18" METHOD #4 24 MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTAUVERTICAL #5 30 3 SCALE 3/4"=1'-0" REINF1'-0" ORCING4"=1'-0" 0--s-c-n-11 (j�� CALE: 3/4"= 1441 N. RONALD RE GA BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngmup.com AA #: 0003325 F h U W 0 4 h C IN STJBDIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (50 MPH EXP. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/2" HOG NAILS. SMALL JACKS - 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P81336, .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 SIZE S' MARK 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 OFARCH/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 (psi) fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID 382 MASONRY 3000 8x8 (1)#5 — N/A — GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINdELS CII�T- SAFE LOAD -POUNDS PER LINEAR FOOT CAt74jMtlr SAFPL OAD 4�,5 SAFE LOAD -POUNDS PER LINEAR FOO TYPE LENGTH 81J6F3,9 erase Ftam F1&16 F16ae F16/e Fan® eF o Ffsre Fae4B FaaW Forte TYPE LENGTH BUS 8FB RCMU TYPE LENGTHF1aTf F6tT F121T FYe-1T F,ssrrxar IF14TT FJ41T Fa1T 3'4i' (427 PRECAST 2231 NISan9SIRnnsew1=1feel 7'� (4T) PRECAST 1025 1024 1598 3'HT (42-) PRECAST 2eee asa 4aa nn nor MIS 4e0E M13 7a7 INS4 iISN INS aaa an4 4aa Mn 4-0' (4B� PRECAST 1936 2091 M aem SM m nn 4W (487 PRECAST 785 799 1909 4'-0' (407 PRECAST Ian m aom MIS 4n0 MM WIII NO 4006 M13 7647 131n Iwa IISN tan ISMS m MIS 4F70 ON Wn 4'-8' (64•) PRECAST 15BB INS 010 ant ales e4w aaa 4'4r (54' PRECAST 592 5B7 1079 4'8 (547 PRECAST tan ON Teel 33M 4w 4711 ell ON San n13 7a47 twa flaw um— ma 2ro7 can 4w 4711 San (64') PRECAST 1217 1w 14W 1w ores aeee 4wtole 9�• (�� PRECAST 41, 411 745 8�` (84� PRECAST m mn ?me nw an Sea5'd' tam a0W ate! 7a47 tot tale ma MN 2w awl Wet 4ea S-1P (70') PRECAST 1062 t1n101 awe awl sin 5-10' (!0•) PRECAST 340 330 81S S-1P (7a� PRECAST ON In m 31n e00 41M ton 2@ 420 nW nn em m Im mm no 3101, aem 4111e 94r PRECAST Oe l 908 2177 aW 30Mrm:0 an eon T41 (761 PRECAST 607 721 480 a-0 (73� PRECAST eae 1 i alit nn 3712nq mn Sm aael 10wya aemm w 14n tees MN 2710 3MI W12 T-0• (On PRECAST 743 Ira 2M MN nn tgee T-0' M PRECAST 424 b34 383 T-0' (W) PRECAST 127 1 t mm tK7 nor Im len aura w7 eon m Im Ma IMM SIM mn MW (,12� PRECAST 559 rm 11W 1w 2384 m a aamWt 94• (11T) PRECAST 328 512 230 9'4• (112) PRECAST m 11 in4 lei m NW9'4• Im 1w m04 470eat nao eat w 1318 1w ISN m MIS ,aa' (12" PRECAST 47506 iX7Ina mW 21W mW 1a4f (i20� PRECAST 284 401 180 ,a4r (,ZB� PRECAST eW ne ns 1,W ton , m11 ton ,w mW WW 47a. aW We 11W Im Im mW mWw (18B•) PRECAST sez I— /w ON b00e 114• (136') PRECAST zeo 4sx tsa 11'-4• (,38� PRErAsr n4 ea No INT 1n te1 17n114' w 1w ,w aIn 40W 4a a07 to4a�4 tarn 1w u1eN mn 124` (144•) PRECAST 337 w an 12a ma aeoe sees IZ-W (144-) PRECAST 2" 402 137 ,24r (144-) PRECAST 470 418 7a4 on 11 1 few, w na 1254 Im ON aeon m m NO w I= logo. Mike 07e 13'4• (iBO� PRECAST 290 In 7W Ina 1420 1w MIS NO 1a'-• (100') PRECAST 217 324 110 184• (IW) PRECAST 41aNW3 WI laa as t im 4" 7W 10n 14m INS axle aen 4M 7W nm 141 1 IW7 14'-0' (100•) PRECAST 279 4a 70e lam i&e ,WI rn an0 I'M (18" PRECAST 205 293 100 IV4r (18" PRECAST * Wo 7a4 ® 1 tam 441 7W t0w lam Im On MW 410 717 w 11m t t ian 14'-0' (,70') PRE81f BED N.R. NR Mt NR Nt N4 N4 Nt 14'$ (176') PRESRESSED N.R. 284 91 U'$ (IM PRESTRESSED zm wsIm em erz em m 1131 m 7W tan IS= 2w 2e 7 2n2 1" (184-) PRESRE98ED N.R Nt MI lal Nt NtN4 miS1' (,64D PRE8RE88ED N.R 2W 89 19I• (184� PRLa4ffE89® w am Sm ne en ON e4 INall , 1 Im IGN77,�•Nt 412 710 12W 17m mW 2am MIS CM F' N'R'm Ni Ni Nt Ni Ni Nt 1T4• (20B') PREBfFES9ED N.R 181 Ba 1T�' QOT) PFE811&88ED 1n tm 4w NO SOw 740 t 1ee 1n1 en 14M w M I= INS 1w 20a 18�• (2M PRESTRESSED NA NtNiN,Nt N4 Ni Nl tee` Mn PRESTRESSED N.R. 148 52 19'I• Mn PRE3ff�39ED 1n 1W AS w 4m a7 al a1 741 ma 4m 7W ton tmx Ina me Qom') PR64fRE39ED N.R M NR W NR N4 Nt 21'J• (25S') N.0. 125 42 214• (256') PIESfIS99® IQ 7@ 1C4 2Q aW an IW w aW w 11% I= 14W 224r (2640 PESTESSED N.R NR M4 NR rat Ni Nt Nt 22-0' (2B4•) PRE81FE9SE0 N.R 1,6 40 224r(MS.) PMME88® ,n 1n in 2m zW w I=-MIN%.21--.NR 1W a1a w M 1a7 1me INS N-0' (2B8') PRESTE99® N.R. rn M4 NR lat N4 )R N4 u'd (2807 PRE31FES9E0 N.R 81 33 ?<'-0' (28Bh PRE.4ft£99® 1a11n m7 1m m0 4W ea ee4 tan 12Z2 to 202 $19 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES• BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFrATIONS - PROVIDE KANM1M 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE ONISION ACCEPTANCE #: 16-0126 03 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.abdealgngro upxom AA #: 0003325 F W y U W 0 F a U rn ra C F ti SUHDIV. & i.OT- SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL- 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 50 MPH EXP. ARCHITECT rr4IZWA DATE: Ol 17 19 SCALE: 1 /4"=1 0" SHEET S2 95 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM I SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 70. ,y C" #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP__ SCALE: 3/4"=1'-0" PSS�FEP 8e O r\G PLACE STEEL REINFORCING (1-2)AS DEPICTED HEREIN. PgSEFEFL ee NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. )� F = FILLED W/ GROUT U = UNFILLED OMINAL # OF #5'S, IN 2ND BOND VIDTH BEAM COURSE 16-1T/1M/ B NOMINAL�� HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM THAT XFXX-1TA M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE CAST •a 1/P _ WINDOW SILL SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1YY'=1'-0" TYP. B'BE m �1#5 BOND BEAM 1#5 TYP. 8N16" jp BOND BEAM': IIgg II 1#5 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .',�: BONDBEAM GROUT SOLID FROM TOP LINTELTO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2, BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS Tno SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE d. Sa 441 u 0 a ao o c STEEL REINF. OF BOND.BEAM CHANGEIN ELEVATION OF BOND BEAM WOOD SECTION FASTEEFtSPACNC d. =2' MIN, 2 J' MAX sa=2}'MIN, 9'MAX R) s=1 "MIN, 2� MAX MI N, 2}"MAX d. =7 MIN, 2 }° MAX A=2t MIN, ?"MAX MIN, 2? MAX MIN,2� MAX d. =2" MIN, 2 }' MAX 9'MAX (2)2d2�MIN, S=1 "MIN, 2" MAX' =a'MIN, 21 MAX -MUST HAVE 2OR MORE LONGITUDINAL ROWS OF NAILS NOTE. • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s, = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT � SCALE: N.T.S. i 1441 N. RONALD REAGAN BLVD LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.com AA #: 0003325 F W y W 0 ti r; y W O R SUHDIV. & LOT• SILVERADO LOT #8 BLK #7 PROJECT 04128.002-08071 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DF- TAILS 50 MPH EXP. r' ARCF T T I PRINT Ol 17 19 DATE: I SCALE: 1 �4"=1 0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 PBS36, .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 REINFORCEMENTTEL 4X6 (3 Y2"x5 Yz') SYP. USP HTT4 W/5/8" DIA WD-1 PT., WOOD POST x 5" EXP. BOLT 5/33.1A FIRE DRAFTSTOP 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE -ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 314" PLYWOOD DRAFT STOP PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 3 i FT3 FT8 FT4 T7 II 91-1 130E it II I it II II II III11 I II II II II II II II II II II II II II ,� .I .I ,III II II II II II II II II II II II II II II _ i JIII IIn�II JI�I,III� n n n �III,IIIL n n n n n n II II II II IIII II II II II 4 2x4 WOOD II 131 II II II II II II 4 n n n n n n I I I .1 IIII WALL W, 2x4 WOOD h SYP. N STUDS I I I I I I Sy'. YP N 2 I I Ii II Ii Ii i�ii IIII 2 ° ° STUDS @ 1 12" O.C. 2222�LY FT2A G:4922 LEIS II II II II IIII &PLY _____ _—____ 4 G: 5326 LBS (7 DRAFT .1 LLI _—_—_ STOP FT2G_ II II II 4 II II I u n 11 DBL S STUD II °II I 31 I II SEEDETAILS/2.1A--- n II II II �� II II II �� II II 4 - II II II II II II II II II 3, 1 u n u n u n n n n u I � 130E PREfABRICATm C OOR u II II II II 13', I II II II II I, n n u n n n n n ii u II II II II II II II II II II _______ ___ 11 II II II II II II II II II FT1 _-___ _-_ ___ !� �� 10E I II II II II II 11 1A II II 131I II II II II II II 1 n n 11 11GTn n n u 31 I-PII II II II II II II II IIII G: 1 09 LLES III II II II II �i II '' III I —_--------3--------- n .J(--0._—I�—_!L—��—�1--1V-- 1 i n i n i FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" GIRDER TO CMU WALL WA18P LGUM28-2 WI(4)%'x4• WEDGE BOLTS AND (4) WS3 WOOD SCREWS TO GIRDER 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774£078 FAX: 407-774-4078 ww W.abdeslgngroupxom L AA #: 0003325 F W y V 0 F 4 V W F ti sUBDIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT* 04128.002-08071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 50 MPH EXP. 51 PRINT 01 17 19 DATE: / / SCALE: 1 /4"=1'— 0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR 'ROOFA AALL/FLOOR TH (9) 10d x 1 12' NAILS TO SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/SINGLE FASTENER SCHEDULE" ONCRETE EMBEDMENT. DBL PLY, A PT SYP #22"X6'X4'-0" A41)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 1/2" TO TRUSS. FL#17680 ND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO 9�2) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 2-PLY 10d x 1 12" TO TRUSS EA STRAP. FL#17680 BED IN CONJUNCTION WITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17680 (A) USP LGT2 W/ (5) 1/4'k3" POWERS WEDGE 1 x2, 2x WOOD FASCIA BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY' SEEARCHITEOTURAL #FL17240 (NOT SHOWN) 2x SECURED W/ (3) 16d STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4USP WEDFUSGE ND 3/4'k6" WEDGE TS lx2GA SECURED 10d TRUSSES @P 1x2, 2x WOOD FASCIA 23 (12) WS35CREWS FlJf6223 S FL#6 N GALV. COMMON NAILS SUBMIT SHOP DRAWINGS DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED lx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U'1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ \ `\ 1A 1 B TYPICAL ROOF GIRDER CONNECTOR(S) SCALE:3/4"=T-0" nn �o 1 SCALE:3/4'=V-0" GIRDER CONNECTOR(S) # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1Do TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA1220GAUGE W/ 10dxl2 HPG COMMON NAILS. SEAMS) 0'4" TO 30'-0" (1) "X" BRACE @ EACH END TOTAL OF 10 30'-1"TO 60'-0 (3) "X" BRACE SECURE PT. PLATE �71GIRDER (1) "X" BRACE @ CENTER TO BLK W/ 1 DIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLOL T W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. AX. EMBED. AT 32'OC M PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/e" GYPSUM BOARD OR 12" HIGH TRUSS ENG) C4 SECURED W/ STRENGTH CLG. BOARD (2)) 10d's 10d's @EACH TRUSS TO BE INSTALLED @ SECURE TRUSS TO TOP PLATE w/ (2) 1 AX16d TOENAILS DOUBLE TOP PLATE W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT MIN, TO SLAB & (20) 16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-12" 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 12" GYP. WL. BID BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE'S/4"=1'-0" GIRDER/WOOD POST CONNECTIONS - 5 %,FLOOR TRUSS CONNECTION @ L.B.W. `F SCALE: 3/4"=V-0" (NO UPLIFT) ci w- Q - DEPTH 1/4-D C —HOLE EDGE >5/8" —HOLE DIAMETER <2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.— PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE 112"=1'-d' ■.N---■ -E EDGE >5/8" A- USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G <2400 LBS, U <2560 LBS W/ (2) 3/4"• USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G <4800 LBS, U <2650 LBS W/ (4) 3/4"• USP WEDGE-BOLT/J-BOLT, 5" MIN. HOLE DIAMETER EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 < 315•D DBL. STUD E - USP THDH28-3 G <4800 LBS, U <2650 LISS W/ (4) 3/4"• USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE T G. BTM CHEDUL , SCHEDULE .EEFRAMINGI-N zj SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O LU 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, &' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD 00 LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 2 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °o CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS, 1/4" DIA. x 3" MASONRY (2) _ PT SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE 6137GESPAQNG CBlIRI1WMNG A DOUBLE 2x8 12" 8" O/C 16" O/C B DOUBLE 2x8 3W 8" O/C 24" O/C C DOUBLE 2xl0 12" 8" O/C 16" O/C D DOUBLE 2x 10 314" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2xl2 3/4" 6" O/C 12" O/C WOOD LEDGER DETAIL 10 SCALE: 3/4"=l'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTi6A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngro upxom AA #: 0003325 F W h W 0 V W 0 4 h 1E4 3UHDIV. & I,OT• SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS CO MPH EXP. AF0CFATECT STATE OF FLOFIDA i1 J ROLMD A cRa D 77 Ol/17/19 scALE: 1 /4"=1'- 0" SHEET S3.1A FLOOR DECK 2x6 PT TERMINATION 0 W B 2x4 STRONGBACK SECURED TO BLOCKINGTERMINATION TOWALL 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/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI BELOW STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN DBL 2X8 LEDGER 8" CMU WALL TO CMU W/ 12" EXP. BOLT NI REINF PER PLAN AT 16' O.C. AND 8" FROM END W/ MIN 5-12" EMBED. PER ELEVATION FLOOR DEC /4" LL 0 I- NAILING PATTERN 22ii O U� p U 24 M `PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ MASONRY NAILS FRAMING PLAN) 012•'D.D. REPAIR DETAIL IF 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 3/4"=1'-0" USP LFTA6 W/ (16) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING USP LFTA6 W/ (16) 8d COMunN NAn .c EACH ENO FL#17244 FLOOR TRUSS OR vVPLATE STRAPS W/10dx1 GIRDER TRUSS 12" HDG NAILS FL#17239 WALL / FLOOR FRAMING, �� TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" SECURE 2x6 PT. PLATE TO BLK- W/ 12' 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/ 12d's 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 2.6 BELOW 8" CMU WALL— REINF PER PLAN 4 1/� NI #8 WOOD SCREWS �M 2" LONG @ 3" O.C.; yllllll, STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN USP A3 EA, ItL TRUSS III 314" NAILING PATTERN `PRE-ENGINEERED WOOD 1 X2 FIRE -STOP FLOOR TRUSSES (SEE DBL 21 LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ��ON EXTERIOR WALL PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSSPLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED MI AS SHOWN DBL 2X8 LEDGER jIIIIIf1 TO CMU W/12"EXP. BOLT 8' CMU WALL AT 16" O.C. AND 8" FROM NI REINF PER PLAN END W/MIN 5-12" EMBED. FLOOR DECK PER ELEVATION JF- )4" o LL ; O NAILING PATTERN UU PERELEVATION iLA=� PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS r @ 12" OC 1X2 FIRE -STOP TION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdesigngroup.com AA #:.003325 h U W 0 4 h W O F suBDIV. de LOT. SILVERADO LOT #8 BLK #7 PROJECT 04128.002-08071 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. 13 AjiCA T. F • STATE ODA -AND A. YCRA AR NO 93723 PRINT 01 17 19 DATE: / / SCALE: 1 /4"=1'- 0" SHEET S3.1B aalllil 4yyy1 VTT SPACING (1) AT EACH END 144�i i 1 V7-L AND 6'-0.'O.C. MAX. IIIII jl�l�lill � Illlllill \ ilillhll Ll O SIDE VIEW PRE—ENGINEERED VALLEY TRUSS CONNECTION / SCALE: N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 w .abdesigngroupsom AA #: 0003325 F W y U 0 a a F ti SUHDIV. & LOT: 14 SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. F_ ARCHTECT: PRINT Ol 17 19 DATE: sCALE: 1/4"=1'-O" SHEET S3.1C SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroupxom AA #: 0003325 F h W 0 U O F IN sTIBMv. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR DECK PLAN 50 MPH EXP. RCLAM A AB8�11C�4CF AR NO 2 PATE: RINT // Ol 17 19 D SCALE: 1 /4"=1'— 0" SHEET S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD KAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdeslgngroupxom L AA #: 0003325 h v h z R a h W C Fg 9 ee sUHDIV. & LOT SILVERADO LOT #8 BLK #7 PROJECT* 04128.002-08071 MODEL. 4EHB "2605— HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 50 MPH EXP. 11 PRINT DATE: Ol 17 19 SCALE: 1 /4"=1'-0" SHEET S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 PBS36, .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 SIZE a MARK 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 ft (psi) I ZE ZH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (tj #5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)1/5 N/A El GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cwef-CMtl'� SAFE LOAD - POUNDS PER LINEAR FOOT CSNy4,WN SAFES LFOAD PL SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH M1B TYPE LENGTH SUE, 8F8 RCMU TYPE LENGTH man SIWI SFIsIT BPI= SFta.IT SMa a IT 4Pm2T a IT em,ar F IT EPA= a IT eFsa¢1' 74• (421 PRECAST 2231 3'4' (42-) PRECAST 1025 1024 1595 94• (4T) PRECAST INS2r aN 4aN m0132 70M 1w 2r SN, 4a4 mm mm IN, 4.4• (48•) PRECAST 1958 4--W(45•) PRECAST 755 783 1309 *W (45•) PRECAST ,am 2a0e 3N0 ale Sew erne OVS lam 23M 3Nn afe 4e10 ane NN 4'4• (54-) PRECAST 15,A 4.4• (54') PRECAST 592 m1073 W-V (54-) PRECAST um tow 2M >m 4U19 -1 NIS 1207 2r 2»I am 4043 471, mil 54• (84•) PRECAST 1217 54• (6P) PRECAST 411 411 746 54' (W) PRECAST ,eta 171 , 22a 2r aw aat 4L2 We nta MY5 tea NO r1 Sea V-10- n0•) PRECAST 1062 9-1P (7� PRECAST $40 339 616 F-1W (M PRECAST w IW 2r a,m amo 4ta w 1a/ mm 2r 310 300 41M 6'4r (7e') PRECAST BOB S4• (7a-) PRECAST 507 721 490 F4• (78•) PRECAST 14aA,9 1 2ea rt m r 14m tr 2m2 270 mt 2H2 T4• (BP) PRECAST 743 T$ W) PRECAST 424 534 363 T4' W) PRECAST m 1 1 2en 2.1121 sae m Im tm1 mm No 2mI ma 94• (112) PRECAST 554 9`W (112-) PRECAST 325 512 230 94• (11T) PRECAST IN 9a 11 74T4 181 21n 2N0 591 m tma 1r it aN 2me 194• (126') PRECAST 475 194• (1211 PRECAST 264 401 1B0 19-V (1281 PRECAST am m Ne tta /401 t 251f an r i1m 1472 17m 20M 2r 11'4• (1381 PRECAST 9B2 114• (136•) PRECAST 200 452 154 11'4- (138•) PRECAST 474 8N w I0V 127 ISI t>W 4N SO i 1m 1618 141e" an 124' (144-) PRECAST 337 17-W (1440 PRECAST 2" 402 137 174' (144') PRECAST 4» 4a »4 ON 1t 1 1r 4» r r tam 1 1410. 20n 17W (16n PRECAST 295 134• (150') PRECJ3T 217 324 110 73'4• (150') PRECAST 414 r w IN a4 11 tan 4a 4N m 17a 141 1m1ee 1aI 14.4• (tee') PRECAST 279 14.4• (188•) PRECAST 205 293 100 14'4' (168') PRECAST aN r., w 7N r 1 I= 410 4n "1 Im , 1 im 14.4• (1751 PROFIR✓:98ED RR 1a'4• (175D PRESTRESSED N.R. 254 91 14'4' (175D PRE Lt1 aa1 r mD m m w w 1 m 1m t1m 1T44 NMI=21e 154' (154ry PRESTRESSED N.R. 15'4' (1647 N.R 269 83 1S4' (1B4•) PRESTRESSED 2N iw ma r 4a e10 ea r q 7a9 t an 1N4 it 1T4• (205') PRESTRESSED RR 1T4' (20B') PRESTRESS® N.R. 184 54 1T4' (NS') PFESTfES3® 1m 1Q Im r 4N r m1 74a r 1 7N 1a1 m 1m 194- (tl2') PRESTRESSED RR 194• PM PRESTRESSED N.R. 145 52 194• Mn PRESTRESS® ,m 1N 221m 2m 340 420 4Q en a9 447 at W 1 747 Iwo, 214• WAI PfESTRE99E0 RR 21'4' (25e') PREsTESSED N.R. 125 42 21'4• (258') PREsffE99E0 142 2N a0I r 4N r r IQ ,m 2m ,27 m M. w m m 4m w en it M. a'4' (2e49 PRESTRESSED RR 2Z-V RN') PFESTE99® N.R 116 40 224• PH-) PRESTRESS® 1a 2a r a1a r r w 2V-W (268") PFESUESSED N.R. 24'-0' (ZSB') PIMT N.R 91 33 2P4• POr PFEStRE88® t2N 1N t» Zm 2m a19 a42 4a ae r 4m 7e7 en e» 1A 2N 4e0 r r 1Um ,m (9) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (a) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCFETE MAY 2015 EINTION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICAT10NS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E C. P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE 9: 16-0126 03 o®�000 00�0 Om�000m m�00000 mmmo�ov moo�� ®�000m m®DO�Om mmovom �0000�0 D�000m0 ommoo� oomo©mo oommo®o O�mm0�0 oommmoo O�0�m00 ©ommmmo ®Om�mmO ©ommmoo 0000000 mmoo�mm -------------- 8F16-1T/0M/0B 9. 4 ) U.N.O. PROVIDE B62 WHERE ROOF TRUSSES BEAR, ( TOP OF WALL EL 18'-8" `5 e gr � 1 % o GT *, d SF16-1T/OM/OB SFi6-1T/OM/0B N 8F16-1T/0M/0B t L------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 8 9 i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 w .abdesigngmup.com AA #: 0003325 F W U y z 4 V C 2 suBDIV. & L.OT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL' 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. A. PRINT Ol 17 19 DATE: / / SHEET S5 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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" ° .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 U-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. AVOITAD PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAININ AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE. a BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 )4"x5 Y") SYP. USE HTT4 W/5/8" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT L------------------------- ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 2 PLY U:-2072-2072 G: 3113 2 PLY UA500 G38W alp 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdesigngro upxom AA #: 0003325 F W h W 0 v w 0 F 6i W C F YS SUHDIV. & LOT: SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 50 MPH EXP. 11 R%,AM A ABOUCHA fM 11�- AR NO W723 A PRINT Ol 17 19 DATE: / / scALE: 1/4"=1'-0" SHEET s6 •© O r ©i •©� O r s So ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 - 17.98 PF (27.98) ZONE 3 = 33.53 PS, (43.53) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/16" O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 21/2" 0, 120" 170000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/7' 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" COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES a / . Z O . Z � W O LL Z Q U y O 10 J Z ' z O ` ¢ ED y Z z . tY aN Z z0 D 0 C0 W Z = IJ no ED E TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING t7 2 Z f ❑ o_ 3 i, BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS @ 6" O.C. IN FIELD. 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" O. Y(N FIELD J\ TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES& STUDS CAN BE SPF. ARCH I TECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6M EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Y4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACE 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, ACE 530-13/ASCE 513 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 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 WTH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6M 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 STRUCTURALDEPENDING 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 DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED VNRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. VNRE MESH FOR SLABS SHALL BE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH T CHAIRS SPACED 3'G' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL SEA MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION., AND 'TPIM(rCA BCS11" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORE) n-mncur t TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' #7 BAR - 42" WOOD TRUSSES. 10 psf BTM CHORD -noncon —t PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD (7 peWASPHALT SHINGLES) (10 psf w/No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY. LENGTH. ELEVATIONS. DIMENSIONS. ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAW NGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THEE GINEER IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP CRAVINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS. 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C4M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. A FFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER. 1-12" FOR #5 AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STI RAUPS ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WATHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWNGS SHALL BE SIGNED AND SEALED BY FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm= 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTMERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UN PLACING CONCRETE FOR WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. LESS SPECIFICALLYNOTE N ED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SMALL BE PLACED W/ A SLUMP OF 8' TO 10", USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 319 THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL. FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500. GRADE B Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH 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 " CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS Y�3I1BtuA. r4 OrC .1,717 Nc wooO O COW SLAB rz' ]i WC i"EMBED. <"ENO wASNER NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SONG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL SEAS WIDE OR W DER AS THE DOOR OR W NDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME, III MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngro up. co m AA #: 0003325 F h U O 4 R flMF SUHDIV. & LOT• SILVERADO LOT #8 BLK #7 PROJECT# 04128.002-08071 MODEL: 4EHB "2605—HAYDENrr GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. 01/17/19 SCALE: 1/4"=1' SHEET / S NI 1 10