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HomeMy WebLinkAbout6783 Wagon Trail St99 2(0)0504EHB -HAYDEN ALL WORK SHALL CoMpLy WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES ir- `'v � PEA 0 101 NS EXA4jj ER L� 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) •FLORIDA FIRE PREVENTION CODE 6TH EDITION ABV. ABOVE MFR. MANUFACTURER AX AIR CONDITIONING MIN. MINIMUM ADI. ADJUSTABLE M.T. METAL THRESHOLD DATE DESCRI[PnON ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION •ALL LOCAL AND STATE CODES ALTALTERNATE MTD. MOUNTED AMP. AMPERAGE MTL. METAL BD. BOARD N.T.S. ONOT TO N CENTER CL CABI'ERI.INE o.C. PROPERTY CAB. CABINET PL PROPERTY LINE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813) 740-9720 OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •YIN. INTERIOR FINISH — CLASS B •BASIC NiND SPEED — Vult=150 MPH CLG. CEILING P.B. PUSHBUTTON CLR. CLEAR PH. PHONE cONC. CONCRETE PLT. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR. PAIRD. PG ALA —FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3G—FRONT & REAR ELEVATIONS "G" PG A4G—LEFT & RIGHT ELEVATIONS "G" PG El —FIRST FLOOR ELECTRICAL PLAN FAX: (813) 740-9715 Vasd=116 MPH .EXPOSURE — B DRYER P.T. PRESSURETREATED DBL. DOUBLE R. RISER Do. DUAL GLAZED RAD. RADIUS IN DIAMETER R.A.G. 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 R.O. ROUGH OPENING DR. DOOR s.c. SOLID COPE EXTDR PG M2—SECOND FLOOR MECHANICAL PLAN PG D1—DETAILS PG 112—DETAILS PG D3—DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 U.S. DEfTA1L� S�D SMOKE .N. SINGLE E HUNG DETECTOR D.W. DISHWASHER SHT. SHEET EA. EACH SHTHG. SHEATHING ELEV. ELEVATION SHWR. SHOWER EQUAL SL SLIDING EXH. EXHAUST SL SLIDING EXT. EXTERIOR SL.GL. SLmINGGLASS F.GJFX FIXED GLASS STD. STANDARD PG D4—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WAS —WALL ASSEMBLYDETAILS PG WA6—WALL ASSEMBLY DETAILS SQ.FT. CALC.�S IST FLR LIVMG II04 SU. FT. 2ND RA UVMG I50I Sa FT. TOTAL LIVING 2605 Sa FT, GA tAGE 431 54a FT. F.G. FUEL GAS SWS SHEAR WALL FIN. FINISH SECTION A.B. DESIGN GROUP, INC. PORGN 43 5G2 FT. FLR. FLOOR TEMP. TEMPERED GLASS ER 1441 NORTH RONALD REAGAN BLVD. TOTAL 3085 Sa FT. FR. FRREENNCH DOOR T.O.C. TOP OF CURB LONGWOOD, FLORIDA 32750 PATIO w 15a FT. FTG. FOOTING 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. GROUNDFAULTU.N.O. UNLESS NOTED Fax: (407) 774-4078 CIRCUIT INTERRUPTER OTHERWISE GL GLASS V.P. VAPORPROOF GYP. BD. GYPSUM BOARD W. WASHER STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS DR. HOSEB® W1 WITH H.C. HOLLOW CORE WD. WOOD DRAWING / CONTRACT DOCUMENT HDR. HEADER WDW. WINDOW HOT. OR HT HEIGHT Wnl WATER HEATER PG SLAB —DETAILS REVIEW BY BUILDER INS UL INSULATION W.I. WROUGHT IRON TNT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES S PG DETAILS —FI RST FLOOR FRAMING PLAN PG S3—FIRST THE BUILDER ASSUMES ALL LLIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR PG S3.IA—DETAILS PG S3.1B—DETAILS PG S4—SECOND FLOOR DECK PLAN AND IN NEED OF FURTHER DETAILING OR PG S4.IA—DETAILS EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUHDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG S6.LA—DETAILS THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFT'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 SL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA @: 0003325 F b y e 0 0 SUSDIV. & LOT: SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: COVER, PH EXP. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 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) LINO. 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 WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN A 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 ANDIOR 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 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 R M) 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 A -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 %-INCH 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER R TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 NTH A' 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-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. 2-STORY GYPSUM BOARD 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. it 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA M. 0003326 w h E 8 0 m 0 0 9U13DIV. & LOT: SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL.• 4EHB " 2605-HAYDEN" C;ARAGIC SVrMG: RIGHT PAC3E: GENERAL NOTES 50 MPH EXP. Ij -. - _I s •-� �wl A-ABOUCHACRA D � 08/16/18 SCALE: 1/4"=1'-O" SKEET GN 0 0 ro v v m a 0 p O 0 @ m 0 0 H8. v V. R15ER = e O v FIRST FLOOR PLAN SCALE: 1/4' = I'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 1%' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN Ay'(35mm) THICK, OR 20-MINUTE FIFE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN U='(12.Zmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. CsARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 46 (Slo m) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS 5HALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 PATIO 2'-8' 25-SH 6068 9GD. C2) 25-5H EGRESS I 2l'-4' 12'-4' DINING ROOM I I I � I_ � BIDROOM #2 a'-e' O.G. � ROOM — I a'-e' � �'-2' 3'-8' 9'-0' (2J 2068 phi ff�� I I i I � � POST II IR-15N I I I� � LLLL����•����1111� g,�g � clv�vic I I G 8 BATH#2 Iq �/ ' _`° I I I I`^ I � 3,_8, 5,_4. 3,_4. 5_8, 3'_4' 2865 � STAIR DATA 2868 SG W 20 MIN. O � 5-SH -� REF --- ARCH B 15 TREADS * 10' II FOYER GARAGE s-s cLG. III FLEX vl IG � e'-e' cLG. m e'-e' cLG. III 3068 III wn0• III TRANS 2'-10' a PORCH . C2) 25- I I � 8'-8' CLG. I6'-0' X 1'-0' O.H. 0 8'-0' II'-4' 20'-4' cGrraaalr a►o a�ooNo s�o Loaoe east rao EI�GeISE Foe a s:cao Gush OPBNOB BGIIAIE FOIE 601PHMIDMb lBMII® AIDTIPE POOT/IGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA BfsD. MIN. 41 5 23/-29 CRITERIA 16010 O.HD. I2 5 20.1/-22.1 BASIC WIND SPEED MPH = 150 (Nutt) INTERNAL PRESSURE COEFFICENT = t 0.18 HLDG. CAT.=II, EXP.=6, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ID. (2017} TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CpRIgLDr1Tf001bJe SQ.FT. CALC. S 14i R.R LIVING: 1104 5Q. FT. 2ND FLR LIVING 1501 SGL FT. TOTAL LIVING 2605 5GL FT. GARAGE 431 9Q.FT. PORCH 43 5Q. FT. TOTAL 3085 5Q. FT. PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-S' BLOCK WALL UNA ON PLANS BRG. 4KsT. VARIES 8' BLOCK WALL UNA ON PLANS ua'-5' BRG. INTER® BRG. WALL UNA. ON PLANS 4' INTERIOR BRCS. WALL UNA. ON PLANS -ALL INTERIOR DOORS TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.wm L AA #: 0003326 h e 0 h c 0 41 aysniv. as LOT: SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 1LODEL• 4EHB "2605- HAYDEN" (iARACiE aWINC:: RIGHT PAGE: FIRST FLOOR PLAN 50 MPH EXP. DA 08/16/18 aIiEET Al 10 1 DBL. TOP PLATE 0 M BAR DETAIL A �cALE:I/4•.1,_0I/4'.1'-0• 2 UL Q c (I a 0 O DIM. VARIES ARCH DTL. B SCALE: 1/2 • P-0' AHU 42' H. 1/2 WALL W/ CAP SECURE TREADS TO STRINGER UPM-8 3' SCREWS • EA STRINGER UNTNREADED SHANK TO EXTEND BEYOND TNICOMOS OF SUS -FLOOR SHEATHING (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR / I 3/4' KICK I' MAX. PLATE N051NG / / STOR. .0 / 3-2x0 SYP STRINGER / REPFCED ORW/2X4 SFF i L C W1CONT. BEAD OF / busFLOOR ADHESn E PL-4M OR SIMILAREW • EA NORINTAL R.W / z X 4 RE-INFORCING / • EA. 2 X 12 STRINGER Umd 6'-S' O.C.X4 Zzj-. ATTACHED UW ISd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' O.C. MAX. 42' K HALF WALL WV CAP 3/4' tIG SUB FLOOR GLUED 4 SCREIED PER FASTENER SCHEDULE FLR TRUSSES 10'-0 3/4' 2ND FIN. FLR 8'-N3 BRG HCsT. HANDRAIL • 36 W/ 2)(4 IRE-INF01 CLEAR SPACE BETWEEN HANDRAIL AND THE WALL ILL 5E NO LESS THAN 1 1/2' PER FBCR R311.1.8Z SSTAITAIRS RISERS TO WI FORT TO FSCR 6TH STAIR DATA: EDITION /2®n) MKTREAD-iV* MAXRISER•13/4.3/16' I&R • '1.54' MAX. VARIATION IN RISERW/TREADS 15 TREADS • ADJACENT TO EAON OT ER 3/8' MAX 10'. I' N051NG VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROW SECTION DIA TO SE 1 3/4' «1,14. OR PROVIDE Bi WIVALENT GRASPABILITY WINDERS- MIN. W WADE NARROW END MIN II' ODT14 • 12' FROM NARROW END 34' MIK HANDRAIL W.T. NOTE: NONE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR DIAMETER OF: 1;1't 2' OR A NONCIRCULAR CROSS SECTION WITH A SURFACE AND ANY SOFFITS PROTECTED ON PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND THE ENCLOSED SIDE WITH I/2• G:YPSUM BOARDS. FBGR 302.1. A LAR3tST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 0� 0, FIN FLR. DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. (2011) 6th EDITION. STAIR SECTION D SC HANDRAIL SECTION ALE: 3/4'.I' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 6. y t 2 m 0 0 O O ;t'th 8UDDIV. & LOT: SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 50 MPH EXP. 51 DATZ: 08/16/18 SCALE:.1/4"=1'-0" SNE= Al qF SECOND FLOOR PLAN SCALE: 1/4 . P-D• !I 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL. 32750 PH: 407-77078 FAX 407-7744078 www.a bdesigngroup.com AA M: 0003325 F rq yrq W 01 F G C F O SxmDIV. & LOT SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 50 MPH EXR ly I 'M 08/16/18 SCALE: 1/4"=1'-0" sI�ET A2 SHINGLE ROOF P"-ON IS'X50' DECORATIVE SHUTTER OR EQUIVALENT I5'-5' 2ND FLR. B�RCs. THGTHG I I I I I I I I I I I I 6' RAISED 1 I BAND (TYP> I I I I 2ND FIN FLR'T BRG. HGT. _ I I 6 ENTRY I I I I I Typ- I I 4' RAISED I I BAND CTYPJ I I I I I -@'-4' G E ! I--------- ro ------------_---- 026'-W BLDG. HGT. III III, a jj���� 0 IIII ME ME I1117 II �� No IIII' FRONT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 5 6' RAISED /—BAND ,MI6'-6' 2ND FLR. BRGP LKsTT 16'X63' DECORATIVE SHUTTER OR EQUIVALENT —4' RA15ED BAND 2ND FIN. FLR. RAISED BAND ___ 01!'T. COACH LIGHT -0-@' FIN. FLR C+RAD (F'IIN.) AREA OF AMC 1585 SCL FT. NET FREE VENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA = 1585/300 = 5.28 VENTILATION AREA X Sa INCHES PER FT. (144) 7ED.8 SO, IN. N#N. REQUIREDVENTILAnON = SX 76" IN UPPER PORTION OFATNC - 38DA SQ. IN. OFF RIDGE VENTILATION AREA = 11S SQ. IN. PER VENT 38D.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED - 4 'AREA OF ATTIC IS THE PERT INTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUlED IS'-W 2ND FLR , _,-6' 2ND FLR. B� - - ' B6 1:1 El PPL.ASSTEERAPPPLIIED eMENT I I A ~ DIRECTLY TO MASONRY I I 4'x4' CsALV. 'L'-TYPE I I L- FLASHING SET IN Eaacpws cEl`- L I@'-@ 3/4' 2ND fLR4, I I I@'-@ 3/4' 2ND FLR FIEERaI.Asa 8H#4f.LE8 OVER •3m FELT 7X6 8YP PT LEDGER SL FIN. fLR/BRG. HGT. _ — 7 _ — _ — _ — _ — _ — _ — _ — _ — _ _ — - FIN. FLR/BRG. HGT. PAPER ON 1/16' 09D. BREATHING OR IR'xS"THREADED ROD 33' 61-5' CLG, HGT.h I I -o W-5' CLG. HGT. U2' CDX PLYWOOD SECURED PER OIC. 4 INTHIN 6. OF EACH —�--1------ ------ ------ -------- - --- -- -- •V NAILWS SC4ECKLE END MAX. SET IN 60'PSCN AIOF BOND amHK H eTREN3TN EXPDXI' AID FLR I I [E] ❑ ❑ D FM (PER ELEVJ / M LOU-26 TYP. I I 2x6 6YP RAFTERS OR PRE -ENS D TIRIM El I I W tP ER ELEVELEV.)( I 7 d ROOF SLOPE PER -�- I I r-El 1:1 ELEVATION—' MIK -I/*' OSD SATHING-�� I I HEC4jeeET TO DE SECURED TO CWWJEL POR SOMT 2X6 MRBERS IW 6d NAILS I I 3' OrS26 UU !4 @'-@' FIN. FLR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ @'-@' FIN. fLR TO LEDGER MID !2) Wd. I -4' /MIN.) -- -- —� -@'-4' GRADE 011N.) TO 2x6 JOIST — _ 2'-0 2X6 SYP PT LEDGER W/ V!'x8' THREADED ROD 32' OL. 4 WTHM 6' OF EACH END MAX. SET IN so -III -SON +SGH STRENGTH EXPOxY b' MIN E -mm. REAR ELEVATION OVERHANG DETAIL SCALE: V4 - 1'-0' TEXTURED FINISH SCALE: I/4 I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.e m AA M: 0003325 s e U c a SVHDIV. de LOT: SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL;• 4EHB "2605-HAYDEN" GARAGE SWMG: RIGHT PAGE: FRONT & REAR ELEVATION "G" 50 MPH EXP. 18 PRINT 08/16/18 DATE: SCALE: 1/4"=1'-0" SHEET A3 G 2ND 7, FLR. BRCS. NCs----- I' 10'-0 3/4' 2ND FLR, 12 FIN. FLR ---- 8'-8' BRE TRY,$ � ENTRY O'-0'FW.FLR _____ GRADE CMIN> , LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 2ND FLR BRCS. HCsT. _AID'-0 3/4' 2ND FLR. " FINFIN. FLR Rs 1-KsT, BRG. WT. m ENTRY FIN. FLR A IS'-8' 2ND FLR — - — BRG� NGT --_—__AI0'-0 3/4' 2ND FLR. � FIN. FLR W-8' CLG. PGT. v 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.andesigngmp.eom AA Ik 0003325 aF y M 0 0 O R Q. 9LT3330IV. A LOT: SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL• 4EHB "2605-HAYDEN" GARAGE SIVMG: RIGHT PAGE: RIGHT & LEFT ELEVATION "G" 50 MPH EXP. a PRINT DATE: 08/16/18 SCALE: 1/4"=1'-0" SHEET A4G ELECTRICAL LEGEND SYM, DESCRIPTION -4d). TANDARD SWITCH yl1}" -WAY SWITCH -WAY SUATC44 y� 1MMER SWITCH HB BUT70N ISGONNECT t rwERmosTAT INGLE RECEPTACLE (I25v/20-N'1P WNGLE POLE) 10V DUPLEX RECEPTACLE I0V DUPLEX RECEPTACLE (EQUIPPED TH CsRoLm FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWATCH) =91- EXTERIOR WATERPROOF/GFI RECEPTACLE (GROND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® i DUPLEX RECEPTACLE (FLOOR 1OUNTED20V ag RECEPTACLE (4 WARE CTOR) L MOUNTED LIGHT MOUNTED LIGHT ENT LIGHT D LIGHT PEILING SCONCE FRE-WARE FAN WITH LIGHT (I CR I PER SQ.B LIGHT FXTURE B LKHT FIXTURE aDDDcn11, BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN k=(2111DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) x O CESS LIGHT • CE88 LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-Box OPT. FAN CTRICAL PANEL (FIELD VERIFY TION) hG -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) !LING MOUNTED FAN 0 T FAN (I CFM PER Sa FT.) 4 JACK 0 DETECTOR (CEILING MOUNTED) (81 iCARISCIN 'MONOXIDE 1 RNG MOW D) 61 MIMES ® W. MOUNTED OUTLET FM OPENER N JACK �c PORT NOTES, • LOCATION OF TV JACKS A PHONE OUTLETS A FANS TOBE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(IP) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI ■ ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO NAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MB01.4 OF FBCR bhl EDI710N (20R) • LAUNDRY ROOT/ RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND TS7L OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBG. ENERGY CONSERVATION (RESIDENTIAL ENEIH^GY EFFICIENCY) 20R. beh EDITION R4C4.1 9 PAT[0 - 9 I DINING ROOM 1s ROOM — — I PRE -WIRED CLG FAN 21 - 5 GFI SWITCH IN CABINET 101j CUTLET /TO 2ND FL. FOR DW SWITCH -- 3 113 KITCHEN / IT \ 5 ' GFI PAN. `-- _ GPI ■ 44' ---OPT 29® AFF. IT -- 5/C0 - 1 21 / III I FUX 13C PRE -WIRED III / FOYER CLG FAN III III I 21 21 o o El -- 2 TLC\ I PB. FOR CHIMES I 22 PORCH 0 PRE -WIRED CLG FAN B 19 BDRM. #2 DOOR 1 I`1 22 KEYLESS FIXTURE GFI GARAGE 0 DOOR PREWIRE GARAGE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' R i'-0' BATH #2 Ila l� O b,s / //p BOLLARD AS . PER BLDG. CODE S%22 ,42 METER FIELD VERIFY LOC. 22 C IRRIGATION OUTLET • 48' AFF. COACH LIGHT W P Pagel MAIN -A PANEL:WliW.tq kW VOLTAGE: 120/24OV-lPh MAIN: 150Atrq M.C.B FEEDER :3 Bi Cu nhVN & 1-66 Cu (G) n 1 1/t C. OR 3-S)A AL TKVN & 1-G6 Cu (G) in 1 10 C. wl,R FW b Gwd ai Wr —110-1 wa4 I b PW WYF ax m errr .ne arlaaG ,2m , : .2 2 m b4� Pwp tam ] eaW cL. w 2 ■ spec. PANEL -A PANEL: 42q D— W VOLTAGE: 120/240 VAPh MAIN: 150 Mp M.L.O. FEEDER 3. Si Cu TFIAN & 1-06 Cu (G) In 1 12' C. OR 3-IFLO AL TFFNN & 1-#6 Cu (G) In 1 12` C. Wlw PW b WrN mwn aruFt WYa FW Y12 m SwwA xm 1 2 BaoO ROW m 2 R itt 1 m oAcwoYR/fboe GFl twp ] ■2 'm a 6 Ieoo rW1w. m 2 mo i12 m ma T B Y12 1m ok1 aAFq tma 9 q tma pi m W2 ■3 1 m Brh Gfi lea 1m0 11 12 16m hrelr 1 m1 .2 NI 1 to F /IAIIAFq ma 1] x 4o0a GFl m 2 Wa We a oan.laW. Aeanea. DA. ua AFC! ooa to x ,mo arsF� m , YI2 Wa 1 1. soave A'a mo is m ,mo Door GFI m 1 .2 Wa 1 1J s tl ledmearaPa1abe6Gr atl1amY4s maaNx]JN9 q] 11 W2 N na is // aleAlYrxFoqp. Lonrsa b m1p 1 a2 m ansrsqs mabtlxIIMx■ hF ! 3 ] CANH AaaBenrrx 6l9saSmmm3s ra x4nr�SSss tl/ClNs Laa 1Tm ZIt9Tammppeo0 a Laaa bOmN]MWarcrtlM/M DmmdF�s ABBREVIATIONS: AP■: A-1—TOtNTW,ERRIvIER MC 1Y]NNWCD6NrLOAD OPT: OPD1A0 FALLT WIERRIPTEIt T'axlbN xaeOrN bG� xapp Far ,mm Grliri— NOm GrN r eYB Nmo Tw AA: am Nm LOAD CALCULATION IS BASED ON Alt NON -COINCIDENT LOAD itltl 4natlae 1oe4 WrN Hem a/zw.ae tue 6-" Lighting & R-. taoY Load 2605 Owrel Ue a lba ] W �++ s m65w inactaox 3 tss Gorr 8010 PROVIDE S'2/0 CU, THWN • 106 CU IN 2' CONDUIT OR 3 04/0 AL, THWIN + Y6 CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ■ OVERWANG) 150 AMP ELECTRICAL RISER NOT TO SCALE COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOL GENERAL NOTES: M ELECTRIC METER IN 1 PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO O CMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &tH PANEL EDITION (2011 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. w__Z2P B. ALL CONDUCTORS SHALL BE TYPE THH N/THWN UNLESS MCB NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE PROVIDE 3 -4 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE r I CABLE TELEVISION ENTRANCE ''TIT SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011) 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA A: 0003325 F Aa y O h A F G I IA W 00 I a j L J SLJSDIV. de LoT SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL 4EHB "2605—HAYDENf1 GARAGE SVrMG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. rARCHITEM 1 AUtb.�ptF A A80UCMPLCRA 1. AR NO W723 A Dp. 08/16/18 SCALE: 1/4"=1'—O" SHEET E1 ELECTRICAL LEGEND DESCRIPTION SWITCH CH W CH WTCH ON T i TAT NGLE RECEPTACLE (I25-20-AMP MGLE POLE) 10V DUPLEX RECEPTACLE =(b 10V DUPLEX RECEPTACLE (EQUIPPED LMTM GROUND FAULT NTERUI-TER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET (RED TO BUTCH) RIOR U ATERPROOFK+FI CEPTA-LE (GROUND FAULT NTERUPTER) I0V QUADPLEX RECEPTACLE ® NOv DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) LIGHT MOUNTED LIGHT LICs1NT itUNTED GHT ONCE PRE -WIRE WITH Lk3MT (i CFM PER SQ. FT.) .. IGHT FIXTURE LIGHT FIXTURE aaaam ICIMT FIXTURE K LIGHTING *�E7121.4'FLUORESCENT FNT WITH PULL CHAIN ABINET LIGHT SCENT LIGHT (RECESSED) RESCENT LIGHT (SURFACE 'x4' FLUORESCENT LKdNT (RECESSED) x OIRECE98 LIGHT CO) IREcE66 LIGHT (VAPOR PROOF) iLING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) MTF (REED 9ERFY-- I-Q -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) ILING MOUNTED FAN 0 T FAN (I CRI PER SQ. FT.) ' JACK Q DETECTOR (CEILING MOUNTED) D I MOON ) IMES OUTLET FOR GARACIE TV JACK E PORT • LOCATION OF TV JACK$ ! PHONE OUTLETS 4 FANS TORE VERIFIED • HOMECWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES N ALL INHABITABLE ROOTS TO BE ARC FAULT PROTECTED PER NEC 21012(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHU0.514ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF SO CFM INTERMITTENT PER TABLE MBOTA OF FBCR bTH EDITION (2011) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGNTNG MUST BE ENERGY EFFICIENT TYPE PER FUSL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDmow R404J - J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com U AA NM. 0003325 v m may.. O y O 0 8U13DIV. & LOT SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL: 4EHEI "2605- HAYDEN" GARAGE SINNING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. 51 -• s DAB 08/16/18 SCALE: 1/4"=1'-0" SHEET E2 Ell E E -- E E E E a E a E E E E El I I I Il i E I I I 1 I I E i � ■ o I I I I I E In�j'� In • 1TUB/ E�0'1_4D.T'__ ----------------3 -- --- I _ li ❑ I —A J74�4 R/A OFT REF --_L -_� III 2' VIR III I u E 2' i ■ E E ui 2 "t`2 v LAv 2' "TR uI10 N e 3 nle m 2 2' VTR WA6WM E E ❑ E E O E E E E E 1-1/2L 611 AUTO VENT UP I-Vt I EE E--- --- ---------------E E E E E E_ E E 2' 3' CO 3' TU6 FIRST FLOOR SECOND FLOOR 2' 2- PLUMBING PLAN PLUMBING PLAN MTO AUd SCALE: 1/4 a I'-0' SCALE: 1/4 a I'-0' PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 J F t4 h M "a O m C F -LL 9LJHD v. & LOT: SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL: 4EHB "2605- HAYDEN" GARAGE SMIMG: RIGHT PACE: PLUMBING PLANS 50 MPH EXP. 4 A DA 08/16/18 SCALE: 1/4"=1'-0" SHEET P1 -1 HVAC NOTES L ALL MECHANICAL EG1UIPh®iT NMLL ISE PROVIDED WITH PROPER CLEARANCE, FOR SERVTCNC% PER III Pud&MRNINKM 2 ALL DUCT SYSTEMS INSTALLED N NCN-CONDITIONED AREAS JkIALL DE 0"TI111IIC'TED OF A VALUE OF NO LESS THEN R-S RATING. ALL BEAI'IB SMALL ME SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS FM MC STM EDITION (20IT) MECHANICAL IN DIM CODE SECTION 503. 3. ALL RXX DUCTS SMALL BE APPROVED UL W CLA66 I AIR DUCT AS PER Wl WA 2-3J 4. FRESH AIR INTAKES "'_ '~' r = DE LOCATED CLOSER THAN 10 FT. FROM ANY CMO°!EY OR VENT CUTLET. OR SANITARY SE4ER VENT OUTLET S. ALL. 9)"Il I6T AND OUTSIDE AIR INLET DUCTS, OL',IALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC OTM EDITION (2011) MECNANICAL CODE SECTION S03 S. 04CLON D SUPPORT PLATFORMS SMALL BE CONSTRUCTED N ACCORDANCE TO MC STM EDITION (20IT) MEC"All CODE S03J 1. DATMIll 0"ANNG SATHTUM16 SWOO M SPAS AND SIMILAR MATNNG FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FSC OTM EDITION (2011) mmcwANICAL CODE SECTION 400. 6. ALL EXHAUSTED IDATH ROOM", SMALL NAVE tNpER-CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EGL4L AIR EXHAUSTED. s ALL FIRE RATED CEILIN68 AND "'A" 6 Sll "NAVE AN APPIloVED FINE OR FIRE/SMOIM DAMPEWS LOCATED AT CEILING OR WALL PENETRATION AND DE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL 001i'MRS, SMALL BE INSTALLED TO Mft RECOIL"MATION6 AND MC ATM EDITION (201T) MECHANICAL CODE SECTION SM. 10. GRILLES AND DIR X ERB SMALL DE PROVIDED WITH BALANCING DAM INERS. IL DRYER BOOSTER TO SE A FA MC 4 DBF BOOSTER FAN OR EOl! 41. FAMEC14 DBF 110 DRYER BOOSTER CAPACITY SO LINEAR FEET WITH MAX. SIX ELBOWS SECURESTRAP TO CNG O. CONDENSER AIR SUPPL ' W/ (2)-3/I6'X2' TAPC0NS UNIT SillWB ROLL STRAP OR EQUAL AIR HANDLEI SECURE STRAP TO UNIT W/ (2) EVAR TRA 4' CONCRETE SLAB 08XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT PLATFOR CONNECTION TO PAD - NOTE: MAIN COND. DRAIN 3/4' DIA. OVER NEAR • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL, OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ,,--WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPE ATTIC LEGEND ® SUI-PLY AIR PrKMR RETURN AIR GRILL ® 8110E-411ALL OR I WAY DIFNSER — SOLD LINE- SUPPLY TRW — SI11110 d LINE- RETURN TRUNK SALANCNS III OR ODD 0 CEILNG EXHAUST PAN CEILING EXHAUST FAN I LIGHT O/A OUMDE AIR m TFEIR70STAT m PAS6-TMGU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS O O EXTERIOR WALL T y AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' P✓C CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN) I DINING ROOM a' s/A LIVING FROM ROOM OABOVE BEDROOM #2 1 1 II I\�-------1---------- ------ 1 12xa I Xry r_ I I 12XI2 I I4X& ___------ ® PASS O ul I THRU BATH #21 — �O ® �---------------- ----- ----w ---,�I ----_ X 050 X 9 OKITCHEN ' _` LJ TOR. O I I WH PAN.-------- '�J p IF 12Xa aX a" 5/A \\ III \ FROM (ABOVE FLEX FOYER III III III —n rni GARAGE I I I PORCH Film u! FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 . P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA M: 0003325 J m q m 0 h 0 0 SXMDIV. & LOT: SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL.• 4EHB "2605-HAYDEN" GARAGE STNIIROI: RIGHT PACE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. DA08/1R3/18 SCALE: 1/4"=1'-0" SM1113m M1 HVAC PLAN SECOND FLOOR 5C.4LE: 1/4 . P-V 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA #: 0003325 1p-_, rq .14 o� U V O R V y 0 0 SVHDIV. & LOT SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE - SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. ]DATE: 08/18/18 SCALE: 1/4"=1'-0" SHEET M 2 IF PER F-R. 2x4 TOP PLATE PLATI � PRE-FAB TRUSS 1/2' CLG. BOARD 1/2' DRYWALL -- 1 ' 1 2X4 WOOD STUDS *24' O.C. FIN. FLR 3 NV It: bIUVb IN 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 TUAN 9A' ne- MTYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'.I'-0' FIBERGLA55 5HINGLE5 OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' 0.5.5. SHEATHING OR ;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S'GYPSUM BOA OR 1/2' HIGH STRENGTH CLG. BOARD ATI SEE ENERGY CODE FORMS INSULATION R-VALUE5 REFERENCE STRUCTURAL PER ELEVATION TYP. o.u. R-4.1INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING---- STRIPS * 24' OjC. 8' CMU —� 1/2' GYP. WL BD.� WOOD BASE 0'-0' FIN. FLR m n W/ WINDOW OPENING 5' DIA SLEEVE, DO NOT CUT REeAR 1501,10 BEAM NOT MR SOLID C.I®O0f TFE DOND IW (I)- 9 BEAM (2) COUFSE - RESARS 2A PIPE THROUGH BOND BEAM D1 BGALE, 3/4'.1'-V' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON 1}' OSB, SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENC. 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 TYP. WALL SECTION r' NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE: 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 615'I * ua rc «aK role *as uE au •a.r.�eo. r2g\GAS LINE THRU BLACK Dt ecALe, vr.r-a FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON J' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS COMM 09AD D"Romy TO PtXLDM ALL ►_������?i!� li!i!i!i!i!�!i!i!i!i!�!i!�O�i" PMTWW TO PA6TWED TO Room um pmockict A14410VAL Ma s GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-O' 2x EILOOKING BETWEEN TRUSSES PER STRUCTURAL DETAILS--\ STIFFBACK AT ALL UPR*14 PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' I-IICsl-1 STRENGTH CLG. BOARD 1/2'THICK, 2 COAT-1-- FORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR iL e' CMU m , n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS i2EFERENCE STRUCTURAL 4x2 P.T. FURRING STRIPS * 24' O.C. 112' GYP. ILL. BD. WOOD BASE FIBERGLASS 844INGLES OVER 0330 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a,' OSB. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT '—PRE-ENG. GABLE TRUSS WEEP SCREED `--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2'. THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'. P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.corn AA 8: 0003325 0 a 0 O F aXMDrv. da LOT: SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 11[ODEL- 4EHB "2605—HAYDEN" GA 1AGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. 2 A D = 08/16/18 SCALE: 1/4"=1'—O" SlIEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER •30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R505.1.1 FER SECTION R%MJ.1 ON J' O.S$. SHEATHING ON J' 0.5B. SHEATHING OR }• CDx PLYWOOD OR k CDx PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. PER PRE-ENG WD. ER 24' O.C. MAX LL@�fION 24' O.C. MAX. 7?tLEvATlON METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x FASCIA PER -0• CODE FORM. 2x FASCIA PER CODE FORM. ELEVATIONS 044. 5/S' GYM BOARD ELEvATIONS aH 5/S' GYPSUM BOARD TYp, OR 1/2• HIGH STRENGTH T-p. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD TED SOFFIT Ix2 FIRE -STOP 90FFIT Ix2 FIRE -STOP -4.1 INSUL. REFERENCE REFE�NCIS STRUCTURAL -4.1 INSUL. STRUCTURAL N w m W W 6 a Q WINDOW ATTACHMENT w W ul W AS PER MANUFACTURES w SPECIFICATIONS d E STRUCTURAL 3/4' T t G SUBFLOOR GLUED AND NAILED z 3/4' T t G SUBFLOOR AS PER NAILING V2' THICK, 2 GOAT Q O GLUED AND NAILED in• THICK, 1 COAT z SCHEDULE PORTLAND CEMENT Q AS PER NAILING PORTLAND CEMENT SCHEDULE PLASTER APPLIED W PLASTER APPLIED LL a DIRECTLY TO w o DIRECTLY TO MASONRY m R MASONRY W IX2 FIRE -STOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL TT SEE STRUCTURAL 77 R R LEVATION LEVATION 5/S' GYPSUM BOARD 5/S• GYPSUM BOARD OR V2' NIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG.BOARD — ELEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1INSUL. R-4.1IN5UL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL I/1' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED W P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' OG. DIRECTLY TO STRIPS • 24' O.G. MASONRY 8' GP1tl MASONRY8' CMU 1/2, GYP. WL. BD. 1/2, GYP. ILL. BD. IX2 FIRE -STOP _ WOOD BASE Ix2 FIRE -STOP WOOD BASE a m n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325, F y m 0 44 m 0 C N W 0 x BVHDIV. & LOT SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 DLODEL• 4EHB "2605-HAYDEN" GARAGE SHIN(: RIGHT PAGE: DETAILS 50 MPH EXP.ly A N I)ATE: 08/18/18 sCAmm 1/4"=1'-O" sIMET D2 A -BOLTS 4' EMBEDMENT MR EVENLY FROM FLOOR TO 80EB 2X& GARAGE DOOR BUCK UV (5) C+7 AW- A -BOLTS 4' EMBEOMENT MIL W/ 2'X2')d6 WASFER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR NDR IN JOINTS PRIOR TO FILLM 1-2N6 PT BLOCK • CENTER O° DOOR HEADER W/(I)V>W J-BOLTS 4' EMBEDMENT W/ 2'x27d(1' W4814ER AND NUT. O I-w. 1 OO 9TALLATION MTRUCTIONS U14M ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT ec4L� vr.re' 1'X4' OR I•X2' P.T. NAILER Elix4 P.T. OR *Yi XW MIN. SECURE THRU FRAME 4 EXTEND I-Yi INTO BLOCK ElW/ W&' TAPCONS Tf(MINSHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN W OF EACH END 4 IW O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 rA'lWflWw TO BLOCK +3/4 OR +5/4 `a 5CALE: RTS. 2X4, m SECURE TO BLOCK W/ Yo' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACINGG, 2Xb:= SECURE TO BLOCK W/1-Y.' TAPCONS(MIK SHANK 512E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END ! 5' GMU 18' O.C. MAX SPACING. )ra• DRYWALL 2X8:m ❑ I'X4' OR i'X2' P.T. NAILER SECURE TO BLOCK Ul/2-w.. CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) ATTACH TO 2X PER .WITHIN 8' OF EACH END 4 MANUFACTURES DETAU-S- 18' O.G. MAX SPACING, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-1/2" inl 11IIND01► TO BLACK +1-1/2" " SCALE: N.T.S 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X&tm SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL V.- TAF'CONS TAPCON MIN. I Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 , Cm MIN. EMBEDMENT IV) DRYWALL WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. ❑�1-4:XW OR I'X2' P.T. NAILER 2X8:m SECURE TO BLOCK W/2-'%, 7(1,' OS$. X 4'MR TAPCONS DOOR CASING (MIN. SWANK SIZE .146 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIL EMBEDMENT 1 Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IW O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYi ) DOOR JAMB TO BLACK +1-15 15" IN WDOW TO BLACK +1-15/ 8" C SCALE: RTS. 2X4:m SECURE TO BLOCK W/ W4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I ),) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUG41 SECURE TO BLOCK W/2-JYO- NON-STRUCTURAL Wb' TAPCONS TAPCON MIN. I Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IX,') 8. CMN WITHIN 8' OF EACH END t' DRYWALL 18' O.C. MAX SPACING. 2XScm ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-)W CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Ye) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES. DETAU-5- 10' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 1 4• Wumw TO BLACK +2 1 4" " SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END It NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6sm SECURED THROUGH SECTAPCONS UREO BLOCK W/2-I)6.NON-STRUCTURAL �(r' TAPCON MIN. IYi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y4') I" DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2Xam SECURE TO BLOCK W/2-W6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ! ATTACH TO 2X PER 18' OjC. MAX SPACING. MANUFACTURES DETAILS. :nrm e.e: Y rim ro FWl.Wf nxa nor os.>®A'� DOOR JAMB TO BLACK +3" W BLOCK +3" E SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 10' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X64ao SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL ,• TAPCONS(MIN. SHANK SIZE TAPCON MIN. I Y♦' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 8• CMU • DRYWALL B' O.C. MAX SPACING. 2X8:m a 1'X4' OR I'X2' P.T. NAILER SECURE BLOCK 2ND 2X SECURE TO ( TAPCONS(MIN. SHANK K TRUCTURAL MEMBER .145 f2112d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND AFAC44 4 V TO 8' O.C. MAX MIN. EMBEDMENT I Ya')---DOOR CASING WITHIN 8' OF EACH END JAMB OR WINDOW 10' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" iF T/INDOW TO BLACK +3" SCALE: N.T.S. 2X4m SECURE TO BLOCK WNa' TAPCONS(MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' O.C. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL 94' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I Y4' TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 5, Cm MIN. EMBEDMENT I Y4') • DRYWALL WITHIN 8' OF EACH END 4 18' O. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X8 ❑ SECURE TO BLOCK W/1-1/4' 7(`' 0.515. X 4' MIN. TAPCONS (MIN. SHANK SIZE .14b DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW H EN WITHIN 8' OF EACD ! ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOIb tlll Y:�®ro ws aus mo nor pOC®mil DOOR JAMB TO BLACK +3-7/15' 1/INDOW TO BLOCK +3-7/18" G SCALE: N.TS. 2X4m SECURE TO BLOCK W/Ys' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END ! NOS, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/I-V4' SECURE NON-STRUCTURAL Vo' TAPCONS TAPCON MIN. 14i (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦') 8' CM WITHIN W OF EACH END 4 JS' DRYWALL IS' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS P-1 CASING V (MIN. SHANK SIZE .145 MIN. HEAD SIZE 30I Y40Nk MIN. EMBEDMENT ') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t FTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" WDMW TO BLACK +3 3/4" as SCALE: N.T.S. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32760 PH: 407-774.8078 FAX. 407-7744078 www.abdesigngroup.wm 1 AA #: 0003325 F q o� U y. O V y O O SUBDIV. & LOT SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MoDzlD 4EHB "2605- HAYDEN" GAIIA6E SIWMG: RIGHT PAGE: DETAILS 50 MPH EXP. 50 IDA 08/18/18 ScA,Lz: 1/4"=1'-O" SKEET D31 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 17248.2 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 12/31/2018 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 7/3112019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 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 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/13/2018 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F y r 0 y 0 3 BXn3D2V. & LOT: SILVERADO LOT #4 BLK #12 pimojww 04128.001-04121 MOD=, 4EHB "2605-HAYDEN" GARAGE awaits: RIGHT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. 11 P � D08/16/18 SCALE: 1/4"=1'-0" simcm D4 PRffOR'ED CONTI�L JOIN FLANGE OF CONTROL JOW79 Td BE WRED TIED TO LATH • 5' OTC. MAX (VERY!. HOTEL DO HOT FASTEN CONTROL JOINT TO WALL EVEN IF STD EXISTS BEYOND EXCEPT STAPLES III/ V LEG MAY BE USED To TEMP. SECURE CONTROL JOINT CURING INSTALLATION TO BE 8P • T' OL. MAX VERTICALLY I' THICK, 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIFBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERTJ O.C. MAX AT SUPPORTS SIRE LAYER -1, STUCCO WRAP WOOD SHEATHING LATH SMALL NOT BE CONT9L10U6 e• ro e• b• ro e• TiROU544 CONTROL ruN MM. JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKW.• PER ASTM C1063 T�y4 FROM FROMPLACED FLAT MAX 6' t0 CONTROL JOIN WHEN CONTROL JOINT FALLS ON FASTENERS FOR LAhI TO BE NAILS OR / STRUCTURAL STUD STAPLES N CCM PLIANCE W( A6Ty CI063 r Z WIRE TIES TO BE (NO. 18) 0ID410' WIRE / ` — 3. BLOCKING. SHOWN MAY BE N ADDITIQy \ TO WALL STUDS REQUIRED PER PLAN / n"M" TYPE CONTROL JOINT Ot FOLD NIMIID • PT. A ®►DLD O l— — PT. A R cllAtK • R. D z aEAee • n. c Ot POW RYYRD • Fr. A R CPWA6E • PT. D POID M ® t FOLD MlAlm . R. A 2. CREAM • PT. D 4 P."Pf.cP Pr. D TLLL Pr. C TOUCHM uoRa, PLANO! RD TXIROMO ^-^RM E.TIe TwMr SELL FOLD. OQ Tat art. i' THICK, 3 COAT CENT PLASTER (RIMO110. 2 COAT CEMENT PLASTOe (CMS WIM LAYER 4, FORTIPIBEIR BUILDING PAPER (PP." CM,) [HIM! oLY) MOTEu APPROVED BUUILDNG WRAP SMALL BE LAPPED A MNRV1 OF 6' • VERTICAL LAPS (ROLL ENDS) 16' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER6HEATHNG TAPE / 1' MRL LAP .METAL L4TH \ 5C X X X� I LATH VERTICAL LAP TO BE P METAL LATH WRB LAYER 4, STUCCO WRAP b• MIN PAPER LAP BELOW -Y / LAYER PAPER FI R BBUILDING./ 2 SCALE, I V2'. P KIC KO UT DETAIL AMOE. STOP ONLY) I •, E ae CMI ROI \ Puu nwa•HR :-DUI FLAR1Dn (.Q Ti of ARJ _ T M UDTALLK1(ATOYr PLAMMM AT DORoT GF IODr SALL NIOOHCT]" RMTIIR TWR REAL cola on SOLDOT: DD NOT art • M LATH LAP, a' O.EI .u1 t.aP VERTICAL LATH & PAPER DETAIL NFL SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS. THEY SWILL BE TIED BETWEEN SUPPORTS WTH 0D415-K (ITT-M°) WIRE AT NTERVALS NOT MORE THAN 5'(22541M) AS PER ASTM CIM3 IAL FOR REPAIR OF TEARS IN WRB LAYER&, TEAR* MAY BE PATCHED WA40LISE WRAP TAPE PER MAMF. *PEG OR PEEL H *TICK f THICK, 3 COAT CEMENT PLASTER METAL LATH WPM LAYER •2, FORTFIBER BUILDING PAPER WRB LAYER •1, STUCCO WRAP WOOD SHEATHING WOOD STC 6MEATNIING PAPER STUCCO •PLAIN '. APER HORIZONTAL LATH & PAPER DETAIL -WOOD SHEATHINGS OR CMU .WR5 LAYER DI, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 6 TAPE OVER Roora LL SCREED Z 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT n WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4k4'GELF-ADMERING MEMBRANE L FLAWWNG (Cd-IPATIELE W/ MOUSE�7� WRAP MATERIAL) OVER \ 4' P OR LESS PIPE PENETRATION Jy(, CUT AND OVERLAP ONE SIDE OF / SELF-ADMERNG MEMBRANE J FLASHING ,STEP 01 INSTALL FASTENERS (CLIP6, STRAPS, STAPLES) AS RECIU1RED TO SECURE PIPE/ WIRE TO FRAMING. FIFE N.T.V. STEP 02 6'N6' SELF -ADHERING MEMBRANE FLASFNNG (COMPATIBLE W( FICUSE WRAP MATERIAL) OVER 4'a4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO FxTBb LTYTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADMERING MEMBRANE FLASHING WRIS LAYER -2, FORTFBER BUILDNG PAPER METAL LAT14 6'.6' SELF -ADHERING MEMBRANE FLAWING OVER 4'K4' FLASHNG OVER APPROVED HOUSE WRAP. FLAWING TO EXT@1D ONTO IINPE 4'K4' SELF -ADHERING MEMBRANE FLASHING. OVER APPROVED %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEIRAP AIR INFILTRATION BAIMER OVER ELASTOMERIC COATINGS OVER STUCCO/ C.V. nNIeH (SEE TYp WALL. SECTION) SECTION PER SECTION R7/3.7 Etlellor WYIg aid dnDllg Exterbr use of porHaed wmem pester shell Comply with the eppllc ffi- requiramerria of ASTM C 92612A, InsldlaEon of e,t dw UW*g and fra wg shell oompy with ASTM C 10I3.12A. wmi7AINFlo . LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE - METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-S4l-09, MIN. 2.5 LBS- PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 pM y V V 0 V M O F C sU33DIV. & LOT114 SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 1dODEL• 4EHB "2605- HAYDEN" GARAGE swlxG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 181 A N PWT 08/16/18 DRATE SCALE: 1/4"=1'-0" SKEET WA1 BACKER ROD BACKER ROD WRB LAYER 9, An L-rn IURAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINT$. E-Z BEAD ALL AROIIJD VENT -APPLY SEALANT ALL JOINT$ AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK, 3 COAT CEMENT ;,. PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER M, STUCCO WRAP WR8 LAYER 12, FOR, FIBER BUILDING PAPER WOOD — 02 aTUICTION —METAL LATH a' CHU ( VINYL CASING BEAD W RAISED BAND I EEP L 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBEIR — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO F • ` ` —� WOOD SHEATHING =_�� SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF- DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'MICK FLASH' A VENT PENETRATION SCALE: N.T,S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1 I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER NO, TO Ye' MID -WALL WEEP SCREED ro' SELF-ADHESIVE FLASHING WOOD FRAMED _L�' T WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) ELEC. METER FIELD VERIFY LOCATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METERCANAND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRS LAYER 01, STUCCO WRAP WOOD 54EATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO ME T IBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z BEAK OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP *1 STEP #3 WOOD SHEATHING LAYER M, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1W TEXTURED CONSTRUCTION FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX a' CI U x' TO $ MID -WALL A • 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY '7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRS LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING ! APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER I STEP *2 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP WRB LAYER $1, STUCCO WRAP MEMBRANE FLASHING WRB LAYER 02, FORTIRBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdesigngfoup.com AA N: 0003325 b 04 h V E 0 y 0 Ica a SLTHDIV. & LOT: SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL- 4EHB " 2605— HAYDEN" GARAGE S'Wn4G: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 1:.+.n: s7c� DATE: 08/16/18 SCALE: 1/4"=1'-0" ,*MET A dd 2 UIOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER i' THICK, 3 COAT CEMENT PLASTER 6' OAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED 6' SELF-ADHEREING ^�— FLASH( WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WIRE, LAYER -1, STUCCO WRAP ' WIRE, LAYER •2, FORTIF 1 BUILDING PAPER �- 6' SELF-ADHEREING FLASWWG WRAPPED WRB LAYER M, ('I' �iCORNER OF CANTILEVER STUCCO WRAP �v 4' POSITIVE DRAIN AMICO AM66-W9UG-DSO i WEEP BCREED O18TOM CAS( BEAD NO GAP N FIELD --I (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE: 1 1/2'.1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-541-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE r BARRIER •1 T 44A NEL It RESILIENT WEATHER R RESISTIVE d' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8• TYPE 'X' DRYWALL„ W/FEXTURED 4 PAINTED WOOD SHEATHING FINISH }' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 RESISTIVE ,—WEATHER BARRIER -2 1-1 VINYL CASING BEAD a• THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X• DRYUTALL METAL LATH W/TEXTURED t PAINTED WOOD SHEATHING FINISH }' THICK, 3 GOAT CEMENT HEADER/MAM PLASTER VINYL CORNER BEAD VINYL CORP. d• VINYL CASING BEAD POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOUIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED - WALL SUB -FLOOR DECKING- PRE-ENG'D TRUSS - WEATHER RESISTIVE — BARRIER M WEATHER RESISTIVE — BARRIER •2 a• THICK, 3 GOAT CEMENT - PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL k THICK, 3 COAT G (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) &AANDTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER •I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDINCx PAPER) METAL LATH 5TUCC0 FINISH LAYER (2 LAYER FEEL a STICK)_ 6' PEEL 4 STICK •DRIP EDGE TO DECK I )'XI 3)i P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFING let 1 LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6• PEEL 4 STICK • DRIP EDGE TO DECK—� I )i'XI Yi P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR BA,r / ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH i' THICK, 3 COAT CEMEN PLASTER VINYL CORNER BEAD VINYL CASING BEAD 3' X 3' 26 GA GALV. / METAL DRIP EDGE / - SET IN FULL BED OF _ SEALANT, )' MIN. n SPACE FROM DRIP FACE TO TREX Yi GAP FOR BACKER 1 oo ROD 4 SEALANT l Yi GAP FOR BACKER ROD t SEALANT — VINYL CAS( BEAD 00 WEATHER RESISTIVE VINYL CASING BEAD BARRIER -1 WEATHER RESISTIVE WATER PROOFING. let BARRIER •2 LAYER (2 LAYER PEE 1 STICK) DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 4' POSITIVE DRAIN WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x—x—x—x EDGE INSTALLATION WOOD SHEATHINCa SELF-ADHESIVE FLASHING — 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' COMER BEAD FASTENED TO SHEATHING a l' O.C. MAX. i : N WRB LAYER 01, i STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER 1- CORNER BEAD C� FRAME 2 1/2' COMER BEAD (FASTENER 4 SPACING 0 l' O.G.) CMU %' T+4+GK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IAMB CORNER BEAD C BLOCK WOOD SHEATHING WRB LAYER h, STUCCO WRAP N.U"N SHEATHING LATTER RESISTIVE AR\RI�E�R h °ATFeR RESISTIVE ARRIER •2 SAF. \ -EEL • STICK I )6'x3' 'L• FLASHING FULLY EMBEDDED IN ROOF CEMENT I )' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT,)' MIN. SPACE FROM DRIP FACE TO TREX PEEL t STICC SUB FLOOR 1 )'XI N P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. MODIFIED 90 3/4 RESILIENT HAT CHANNEL VINYL CAST BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED a PAINTED FINISH PAS 3 CHAT CEMENT / WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. I Ya'x3' •L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )' X 3' 26 GA GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)i' MIN SPACE FROM DRIP WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHNG 4' POSITIVE DRAIN WEEP SCREED VINYL C 2MER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T" PT_A�T-TTMf-1 WRB LAYER P1, FORTIFIBER BUILDING PAPER ,, METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAY BUILDING METAL L< 9' THICK, PLASTER 6'SELF-, FLASHIPk DRIP C, WINDOW , 15B CASING BEAD C@ WINDOW ( FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH t(EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-774d078 www.abdesigngroup.00m AA 8: 0003325 b y ll4 v m y c a SUDDM & LOT SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL 4EHB "2605—HAYDEN" GARAGE STFMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DATE, 08/16/18 SCALE: 1/4"=1'-O" SHEET WA3 WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —� METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING — FLASHING VINYL ANGLED / CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP i t WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH ExPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED WRB LAYER -2, R BUILDING PAPER METAL LATH — THICK, 3 COAT PLASTER —� &'SELF-ADHER FLASHING DRIP CAP — WINDOW FLANG_ CASING BEAD @) WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y.' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER m STUCCO TO SIDING TRANSITION SIDING WRB LAYER N, STUCCO WRAP J' THIGK, 3 COAT CEMENT PLASTER METAL LATH ILRB LAYER 02, FORTIRISER BUILDING PAPER WOOD SHEATHING WRB LAYER 11, STUCCO WRAP CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRWCTION � BEYOND UFATNae RESISTIVE BARRIER 9 WE.Ar-IER RESISTIVE —� BARRIER 4 94' X 1 Y�Sow—,, FLA&VEAL 41NGMI -ADNERG —\ STARTER SnFIP I 6• SELF-ADHERNG FLAOWNG a 1 BTHER �SISnvE WEATHER RESISTIVE \ BARRIER n ` y W SELF -ADHERING FLASHING GALV 0 FETAL r FLASHNG OR Tit" Mll"EIR GAP WUCALLKNG / OR APPROVED SEALANT 1r, SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0% MIN. 2.5 LBS, WOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER *l, BEYOND CONST' �UJOO� STUCCO WRAP TMINS ,BAIERA [METAL eBAMORER RESISTIVE WRB LAYER *2, FORTIFIBER SeJWVEA"��'° , BUILDING PAPER -ADHE�NG—� LATH STe--,� (EXPLODED D $I' THICK, 3 COAT CEMENT vIEW FOR PLASTER GZ.FFU CLARITY) CASING BEAD C RAISED S17A��ieCALE: BAND (FRAME) 1 1/2' = I'-O' W SELF-AD4ERING FLASNNG UIILATFM BARRIER �ER THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WRB LAYER 42, FORTIFIBER �/ � BUILDING PAPER / E-Z BEAD VINYL CASING (W/-'a FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER 6' 5ELF-ADHERN6 FLASHING WEATHER RESISTIVE \— BARRIER -4 TO LAP V MIN. ABOVE TOP \ OF 'r FLASHING —TkeR RE81871VE BARFU B�AI�t1ER N QEATHER RESISTIVE / BARRIER''! `c,AL.VT> METAL 'r FLASHING TRIM r° °EMBE°R RESISTNE SIDING TO STUCCO "—WEATHERRESISTIVE SAM ® FRAME TO FRAMEM'2 � � TRANSITION 1 A WRB LAYER *I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP }' THICK, 3 COAT CEMENT CA51NG BEAD PLASTER SEALANT TO WINDOW METAL LATH II I WRB LAYER *2, FORTIFIBER BUILDING PAPER I WINDOW FRAME WOOD 5HEATHING i i I I i i WIRE, LAYER *1, STUCCO WRAP I &' WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE ; E-Z BEAD VINYL CASING 2x FRAMING (W/Y'8 FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ----------------------------------------------------------------------------------------------= ; ��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO — 19, •sue %//////////y SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngoup-com AA A: 0003325 w u w 0 b 0 iv 4 sysnrv. & LOT SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL 4EHB "2605—HAYDEN" GARAGE sWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP.11 -141 DARTS 08/16/18 sOALM: 1/4"=l'-O" s MET WA4 CUT NOUSEWiA Al AS' AHOLE MCDINED 11, O N HOII II LP APPROVED WOUSEURAP OVER SNEATNNG OVER WD STD WALL STEP 1 INSTALL 6' SELF -ADM FLASHNG C NAILING FL JAMES, EXTEND FL I- BELOW SI FLEXIBLE F Do NOT SE RN TE7PORAPULY PCL04JP 4 SEC WOUSE RRaP (o TUCK FLAP UNO at MEAD FOLD NOUSEUI N AT JA)1B0 1 SLOPE SILL R ALIGN FLA6NNG all wt. EDGE of SILL RO. MECHANICALLY FASTEN PANED EDGES, (CAP NAILS, STAPLES) INSTALL DUPCNT FLENURAP AS TR R.A5WM AT THE U°PLY %* xwtwsiotm :' SEALAN YV'M AFC %PPI-Y TO ANDOW NA LANCE N 'NEE-PUVCL IDLES OR ADIS AD4ESIVE DnDLE FLASFIN VER DRIP CAP TECTO-WRAP ECUV) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS NSTALL AND So M~A UWTTEN INOTRUC NOTE, L IT 15 THE CONTACTORS RESPOF WLTY TO VEWY THE COMPATIMLItY CF ALL PRODUCTS NOIJONG WOUBEWRAP. SEALANTS 4 6ELF-ADF6ING FLAWNG MATERIALS USED DURNG CONSTRUCTION 2. INSTALL ALL MATERIALS PER MAMFACIU ERS WRITTEN SPECFICA71" I SEALANTS MAY REACT ADVEMIZI Y F NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1195 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER 1NTRWSIOJ BELOW TI-E WINDOW OPENING NSEAL ,INTERIOR PERIMETER d: WINDOW WITH ANNT 1"J. N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0,003325 V h W ti O a V r7 O R A SN W W /a C1 3TJHDN & LOT• SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. DA 08/16/18 SCALE: 1/4"=1'-0" SHEET WA5 / —2x6 SUB-BANt> W/I'x4' NOTCH B END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP —DRIP EDGE 1\ —1/6' TEXTURED i \ FINISH is WOOD I \\ sue 2X& BAND 1/2' TEXTURED \ FINISH im CMU / \ \ ✓ METAL FASCIA \ f WRAP Ya' FROM \ STUCCO, 1' FROM \ aAll WOOD WALL \\ EXTERIOR WALL \\ (FRAME OR CMU) \ a `\v NOTE: NOTCH FOR 2X6 \\ 1/8' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH s cm METAL LATH 1 i � WRB LAYER N, STUCCO WRAP(FRAME ONLY) WRB LAYER -2, FORTIFIBER ". BUILDNG PAPER - --__ (FRAME ONLY) 7 ROOFNG CEMENT DRIP EDGE � ©FLAN e METAL KICK OUT \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ \ ROOF DECK (BEYOND) \\`\DRIP EDGE, I' OFF WALL z7TZTrrT�rr�� �z7T�j \NOT INTO STUCCO) ®ELEVATION ( FLAN A "�/S' TEXTURED FINISH m /WOOD, 1/2' TEXTURED FINISH A CMU '1 2x6 SUS -BAND W/1'x4' NOTCH B END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUS BAND 2' OFF WOOD WALL PRE-ENG'D TRU55 TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS O.C. MAX. 2x SUB -SAND W/Jl 'x4' NOTCH s, END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x / x x x x x x x x x x x x x /xxx x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x , - FELT PAPER x x x x x x x x / x x x x x x x x x x DRIP EDGE x x x x x x x x - (REFERENCE POINT x x ONLY FOR WALL OFF x / " SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x 51.15-15AND W/I1 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL 34 I x _ u x x x 3 x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x x x x x x x x x x x x x x WALL KICK -OUT FLASHING x x x x x x x x x x x FELT PAPER x x x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x (REFERENCE POINT x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING,, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT im ROOF EDGE SUB BAND DETAIL (P WALL CCLARIITDY FOR W/KICK—OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774407E www.abdesigngroup.com AA #: 0003325 w 0 0 v —0 N Ikk- — Bumnv & LOT: SILVERADO LOT #4 BLK #12 PROJECTvF 04128.001-04121 MODEL- 4EHB "2605—HAYDEN" GARAGE S WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. 11 ROLAND A ABOUCH AR NO 83723 PRINT DATE: sCALE: 1/4"=1'-0" 9I;EET dd AV FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-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, EIINDICATES #6 BAR,MNDICATES #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 (FOP 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.530-13ASCE 5-13, USING: Fm - 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/2' 6MILVAPOR 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 FM42x18 12" CONTINUOUS 181, - (2) #Vs FM-16x18 16" CONTINUOUS 19, - (2) #Bs + 0"-0" FM-20x18 20" CONTINUOUS 18" - (2)#5's +0"-0" FMC-16x18 16" CONTINUOUS 18" - (2) #5s #5 IN CURB VARIES CW-12x12 12" SEE PLAN 12" - (2)#6s +0"-0" CWCA202 12" SEE PLAN 12" - (2)#5s #5 IN CURB VARIES F-24x24 24" 24" 12" (2) #5's (2) #Ss TE-1 6" SEE PLAN 1. - (1)#Ss FOUNDATION PLAN SCALE: 1/4" =1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 s1'a rn b y. q O F O w� 9UHDrv. ee LOT: SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODET- 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 50 MPH EXP. ly n cT- DA08/16/18 SCALE: 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED t STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0- CELL SEE PLAN FOR SIZE AND Q d SPACING REQUIREMENTS �.: SPACING REQUIREMENTS m ° _ GARAGE DOOR Q w U W ° I RECESS ro� �a ¢ o°— r FM aaadddul gj 6. CC 1n 8" CMU WALL ¢ W 9" CMU WALL 1 CORNER BARS, SAME SIZE AS BAR I W e' W O o IN FOUNDATION WITH 30" LEG EACH , °I. w = TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ° °I SO THAT THE STEEL REINF. IS CONTINUOUS y TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE EXT PORCH SLAB ° 4" CHAMFER (I -STORY) BAR SIZE 48 BAR DIA Is" - VARIES SEE SLAB SCHEDULE 70P OF GARAGE EXT. PORCH SLAB o. I ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE iv MASONRY UNITS SET ,.. y. -p+ AT EIEV: W11/2" IS-.. ° 6"CHAMFER (2-STORY) #3 JOINT (WHERE • • #4 24" W/ 1/2" ISOLATION �° ` 6" CHAMFER (2STORY) ° 0 0" APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE • EE SCHEDULE APPLICABLE) Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY 42" N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'0 L @GARAGE SCALE:3/4"=1'-0 CORNER BARS DETAIL DOOR OPENING _,)EXTERIOR SCALE: 3/4"=1'-0" 4 LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON VERIFY HEIEI NAILS, 2-ROWS, 4" O/C BTM. HEIGHT VERIFY HEIEI NAILS, 2-ROWS, 4" O/C BTM. HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w 0. No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE > NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. O o_ SECURED W/ 2- PART 70 PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2 I 0. g EPDXY. MIN. EMBED TE PLATE EPDXY 5-1/2" EMBED. MIN. (:d 16" OC SLAB W/10d MASONRY J ¢ 8', UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. p FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ y ¢ SPECIFICATIONS FOR 10d x 1 1/2" COMMON NAILS 3 1/2" DIAMETER CONC. FILLED STEEL PIPE 6X6 METAL PLATE = m USE AND F PREPARATION OF O v HOLE. Z a:¢ w J0'-0' FILL ALL HOLES, DO NOT USE tOd x 3" w SEE SLAB SCHEDULE Cc w cc SEE SLAB SCHEDULE 2 BASE W/ 1?X6" > +- 0'-0' ° ANCHOR BOLTS F-'�. TOP OF SLAB ° TOP OF SLAB p - ° 4" CHAMFER(1 STORY) �-e71 ° �` °tAND �6"CHAMFER (2-STORY)• EQ. EQ. SEE SCHEDULE EQ. EQ.ULE FOR WxD, BAR SIZE R SIZE AND BAR QUANTITY NTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL O INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 C MONOLITHIC FOUNDATION SCALE:3/4"=1'-0" (W� UPLIF-7) f I o SCALE:3/4"=1'0 (NO UPLIFT) SCALE: 3/4"=1'-0" V SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL WI SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE a B7M. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL o PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢ w CO U a � a p 8" CMU WALL oZ w bo- POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE TOP OF SLAB 8" CMU FILLED CELL (TVPJ wv ° 'O(° - 2X WALL FRAMING +- 0'-0' ° SEE SLAB SCHEDULE 112" DIA. USP 725OSD BOLTS 5" TOP OF SLAB m - MINIMUM EMBEDMENT INTO "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • A POURED MONOLITHICALLY WITH e ------ FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE - ' s FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY � INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (NO UPLIFT) 0 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 11 SCALE: 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 00=25 F b y 4 b 0 G F Q Suwmv. di: LOT: SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL• 4EHB "2605—HAYDEN" GA12AGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. DATE:08/16/18 93CAIM: 1/4"=1'-0" SIM= S1.IA STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" T EAD W/ 1" NOSE H.- < ^ ? CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS PAVERS i14 REBAR ITYP.) 5 i < w 8"CMU WALL o 8"CMU WALL -0'-0'�, TOP OF SLAB Z n -0'-0"�, TOP OF SLAB- 1!T RADIUS OR CHAMFER a o rn - o 2 j SEE SLAB SCHEDULE O O m SEE SLAB SCHEDULE wQ TOP OF SLAB a x rn SEE SCHEDULE FOR WxD, BAR SIZEir AND BAR QUANTITY vi w > � 7X;AND:BARQUANTITY EE SCHEDULE il m C9 ULE FOR WxD, BAR SIZE SIZE QUANTITY r,_�)_TRENCHFOOTING EXTERIOR STAIR DETAIL INTER CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 sOR 3 LAP TOP PLATE A MIN. OF ----------- AND NAIL W! 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 1! LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SET. E PLANS FOR SPACING. SINGLE BTM. PLATE TO SECURE BT. PLATE TO SLAB W/ PP O PLATE 1/2"x9" WEDGE ANCHOR W/ 2" PROVIDE DBL. TO WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ 16" USP SPTH4 OR SPTH6 BTM OC MAX, AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x3" SEE SLAB SCHEDULE 70P OF SLAB • e SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL `� SCALE: 3l4"�1'-0" (W/ UPLIFT) i"i N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 0 a y 0 F �F sVHDIV. & L074 SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL.• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. DAlaTz", 08/16/1, SCALE: 1/4"=1'-O" SHEET St.1B FIRST FLOOR DOWEL PLAN SCALE: 114" = 1'-0" 1441 Ni RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngroup.00m AA 8: 0003325 F 14 14 V h. 0 U m O F o N �c o A Suamv. & LoT SILVERADO LOT #4 BLK #12 PROJMT#1 04128.001-04121 MODEL• 4EHB "2605-HAYDEN" GARAGE S'WMG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. DATE" 08/16/18 SCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR TO HOR17 TIONAL REBAR W! 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBARc TO HORIZONTAL REBAR W/ 10" HOOK Z f GROUTED BONG BEAM i� — VARIES PER ELEV. °- N .I p CLEAN OUT REQUIRED ¢ FOR INSPECTION m - ° TIE VERTICAL REBAR TO HORIZONTAL - - n REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. z #3 O #4 #5 d #6#7 HORIZONTAUVERTICAL REINFORCING (D_ SCALE: 3/4"=1 EmE mum 11ENEI'IININNI■ im' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18" METHOD #4 24" HORIZONTALNERTICAL #5 30" REINF/ORCING #7 #6 36'az" SCALE: 3 2 � VARIES PER ELEV. #5BARS FEll 8" 04. 1 -On D - i� -0 k * CMU UNIT DIMENSIONS m ARE NOMINAL SIZES Or/^\1 MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REABAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 —, bdesigngroup.com AA.. 0003325 W h a O o V 4 SXYBDIV. & LOT: SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 1RODEL" 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. Bj 8 DATE". 08/16/18 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 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) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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" ° 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESSCIZERIPT&ION REMARK 0(2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.$ = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION PO (Psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (Q #5 N/A GROUTED SOLID B132 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAllif-6. F SAFE LOAD - POUNDS PER LINEAR FOOT SAFo GOAD 6wr-6•e. FSAIE LOAD - POUNDS PER LINEAR FOOT LENGTH 3'-8" (42') PRECAST 2231 W-(r (48-) PRECAST 1986 4'-8" (64-) PRECAST 1�9 64'. (64') PRECAST 1217 5-19' (70') PRECAST 1082 94' (76'1 PRECAST 966 T4' (90') PRECAST 743 94' (112-) PRECAST 554 194' (128r) PRECAST 476 11.4- (136n PRECAST 382 12'4' (1"-) PRECAST 337 13-4- (160') PRECAST 298 IV-W (16n PRECAST INA IR4" (176') PRESTRESSED 16-C (184-) PRESTRESSED 1T4' (201n PRESTRESSED 194' On PRESTRESSED 21'W (256') PRESTRESSED N.R. 27-0' (264) PRESTRESSED N.R. 2,4'-0" ommAlmmvov 10=�==®' ffff"u,. oo�omm ��mmmov 0mmo�om =1== 1M"T ���000v mmOmoOm 0®Om�m �movo�v D�00�m0 oo®o©mv ommo�o oommo�o ®o�mm�v 00���00 0�000�� Q1��0000 (266") PRESTRESSED NA, 1 129 260 460 664 *4 I= 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS T-W (42-) PRECAST 1025 1024 15M Y-V (42' PRECAST 4'-0' (4n PRECAST 766 783 1309 4'4' (48-) PRECAST 4'4' (54-) PRECAST 592 591 1073 N4' (SP) PRECAST 5'4' (64') PRECAST 411 411 745 S4' (64') PRECAST 5-10' (/(r) PRECAST 340 339 616 5-10' (701 PRECAST 94' (78') PRECAST 501 '121 490 6'-V (M PRECAST T4' (W) PRECAST 424 534 363 T4' (90') PRECAST 94' (112) PRECAST 326 512 230 94- (112-) PRECAST 194' (128') PRECAST 284 401 180 10'E' (126') PRECAST 11'4' (136) PRECAST 260 452 164 11'4' (138') PRECAST lZ4r (144-) PRECAST 244 402 137 12-0' (144-) PRECAST 13'4- (16V) PRECAST 217 324 110 13'4- (1609 PRECAST 14'4' (168') PRECAST 205 293 100 W-T (168') PRECAST W-W (17W) PRESTRESSED N.R. 284 91 W4" (178') PRESTRESSED 184" (1847 PRESTRESSED N.R. 259 83 164- (184-) PRESTRESSED 1T4' (201r) PRESTRESSED N.R. 194 64 1T4' RM PRESTRESSED 194' Mn PRESTRESSED N.R. us 52 194' (232') PRESTRESSED 21'4' (256') PRESTRESSED N.R. 126 42 2T4' (256') PRESTRESSED 27-V (2541 PRESTRESSED N.R. 116 40 27-0" (2647 PRESTRESSED 24'-0' (2M PRESTRESSED N.R. 91 33 2R-0' Mn PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 4: b y m 0 y4 h O F a 9umrv. 6e LOT SILVERADO LOT #4 BLK #12 PROJECTyj1 04128.001-04121 MODEL: 4EHB "2605- HAYDEN" GARAGE SWIIQG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 50 MPH EXP. DAB 08/16/18 SCALE: 1/4"=1'-0" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"16" - 1. PLACE LINTEL ACROSS TOP OF OPENING. m 1#5 BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 PLACE STEEL HEIGHT. �\) �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'X16" �QP\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM / REINFO OFT LING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1'#`' / A 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REB*HOOK �,\ �'�Q 8x16 DBL. BOND TOP OF P,05- FAG QP� BEAM W/ (1) #5 BAR BONDBEAM / EACH COURSE • r\O 8x8BOND BEAM TOP OF • W/ IS SAR .• BOND BEAM �OQE� F - FILLED W/ GROUT '(�`O U = UNFILLED GROUT SOLID FROM TOP .l1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH 13 OF #5'S, IN BOND BEAM #5 B E BEAM COURSE SEE NOTE 5 A \��GQ 6-1 T/1 M/ B LINTEL /(1)#5CAST OAR(L2) MASONRY P�gF�P NOMINAL LINTEL W/ F #5 BAR WIDTH LENGTH OF BAR =WIDTH OF CORNER QP HEIGHT # OF #5'S, TOP 8 OPENING-2" BEAM DESIGNATION BOND BEAM COURSE OR n REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-0" THAT XFXX -1T/i M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL(L1)REFER SCALE: 3/4"=1'-0" AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2z4 (MIN 2 X 3)13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1Al 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 23/16 TAPCON PRE -CAST "e 114" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4-) 8" a SLOPE FROM EACH END AND 18" 70" O.C.1-1/4" 2'6 m B DN EMBEDMENT R 2x8 (MIN 2 X 3) 2-306 TAPCON OR DRIVEIN OPEN FACE SHELL SO SHANK ZE.1MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 114.FROM EACH END AND h SECURE TO SHEATHING W/ /7/19'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK.. EA. END VCMU SOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD AC[ HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 %� ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:,,/2•=,'-0'• SCALE: 3/4"=1'-0" ( PROVIDE 3" DIA. HOLE IN i LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I — I SINGLE A5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II / II/ II 8z8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 3/4"el'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 F N i7 b a C) h O F O LL J r UBDrv. & LOT: SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEI- 4EHB "2605—HAYDEN" GARAGE SVrING: RIGHT PAGE: DETAILS 50 MPH EXP. DATE., 08/16/18 SCALE: 1/4"=1'-0" SHEET s�.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 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 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 216 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 & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 WX5 XI SYP. PAU46 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT 7 _ _ ... to It to it Itu n it rr rr r ,DE II II II II II II II II II u n n n n n n it u II II II III n n n rr rr III II II II II nu to to II II II II II II II II II II II II it II IIII II II II II 4 -I, I, -4 4 n n II II II II II II I ' I rr II ram- to IIII II II II II GIRDER TO CMU WALL WIUSP � n n n n n n u r r n 112xWWD II u n SYRrN0.2 r i t LGUM28-2 WEOOD D S IIII (jb'x4" AND BOLTS AND 4)WS3 WOOD I I I I I I I I I I I 12x4 W W/ I I I I 1 O.C. I I I ii SCREWS TO GIRDER. r r n u n n n SVP 0.2 I r r r r r S,UO@ W°'IIII 2�LY II it II II G4922 LES n n n n o I 2-PLY IIII II it II II ------- ------ G: 5326 LBS 4 .1 urr rr rr n n rr ii it rr r DBL STUD rr rr 4 rr rr it II II II 11I II II 3 4 = ri rr rr it rr 11 rr rr rr rr —___ ___ - - " 10E II II ►I II I n It 1, .1 II II II II II It n rr tor 1' II II I I II II II II _-VAIN __—__—_ " --- PTRUSSESE24 OC I II II II II II II I II to II to II ', I II II II II 11 to If it rr CRICK __— it 1. 1. 1 0E r rr nIrIr nIrIr '°A II II II II II IrIr I .1 1A 1r r _rr U: 119 LBS G: 354 LES — --------- --------. 3 FIRST FLOOR FRAMING PLAN SCALE: 1/4" =1'-0" El 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngrouP.com AA #: 0003325 F .4 g V V 0 h O F r tyEmxv. ac I.OT: SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL- 4EHB "2605—HAYDEN" GARAGE 31vsr7G: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 50 MPH EXP. 18 D � os/is/19 9CAL.E: 1/4"=1'-0" SFIE:ET s3 A-USP DTC TRUSS ANCHOR B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) WITH (18) 10d x 1 1/2" TO TRUSS C- (2) USP TA20R TRUSS ANCHORS (20R MORE PLY) WITH (10) 1Od x 1 1/T NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) HOOD FASCIA SEE CHITECTURAL 2x6 JURED W/(2)16d LV. COMMON NAILS. SECURED W/ 10d LV. COMMON NAILS O/C MASONRYBONDBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) (1 OR MORE PLY) B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1 PLY) C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) i s i b 1 c TYPICAL TRUSS/ SCALE: 3 GIRDER CONNECTORS) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP TA20R TRUSS ANCHOR WITH (16)10d x 1 1IT NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 24 SECURED W/(2) 16d GALV. COMMON NAILS. MASONRY BOND BEAM ix2 SECURED W/ 10d SEE SCHEDULE GALV. COMMON NAILS PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" (A) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6" WEDGE BOLTS AND (12) WS3 SCREWS (8) USP USC' WITH (2) 3/4'X6" WEDGE ANCHORS AND (8)16d NAILS (C) USP USC" WITH (4) 3/4'W!' WEDGE ANCHORS AND (8) 16d NAILS IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = 10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT =12543 LBS (4 WEDGE BOLTS) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0 # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4) 1 W x 2114" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) 1/4" x 2114" 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 ll�3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN BRACE W/ (3)12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING W! 10dxt/2 HPG COMMON NAILS. SEAMS) 0'-0" TO 30'-0" (1)'OC' BRACE1(2) @ EACH END TOTAL OF 10 30'-1"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTERTO BLK W/ 1/2" DIA. FLOOR (2) .X., BRACE DIVIDED EQUALLYANCHOR BOLT W/ Z' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6" SEE ARCHITECTURALMIN. EMBED. AT 3T OC MAX. PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2.4 SECURED W/ 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-W O.C. MAX. ITT4 W/ 5/8" A.B. WITH 41N. 7' EMB€DMENT rV TO SLAB & (20)16d x 2x4 OR 2x6 WOOD BEARING 2-112" NAILS TO POST., WALL W/ SYP 2 STUDS SEE POST TO SIT DIR PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING I a 1/2" GYP. WL. BD. " %FLOOR TRUSS CONNECTION @ L.B.W. `F SCALE:-"=1'-0" (NO UPLIFT) ) OUTER MOF SPAN ONLY STM.- PLATE DEPTH 1/4'D —HOLE EDGE >SB" —ROLE DIAMETER <2/5"D SGL. STUD HOLE EDGE >5/8" HOLE DIAMETER <3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 0 GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" IEM'ummm 1=� != "I M.mp 0 1 m mp, 71m, 71A Immom ME! ■ o." I A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"o USP WEDGE -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"o USP WEDGE -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"O USP WEDGE -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, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G <4800 LBS, U < 2650 LBS W/ (4) 3/4"O USP WEDGE -BOLT, 6" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=i'-0" 6 NOT USED 5'EDGE CENTRAL SPACING SPACING SEE SEE h IRLIaS CHEDUL- SCHEDULE SEE F MIN PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD - Z LAP A MIN OF 4'-0". �O 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. fO 5. IN LIEU OF HILTI PAPS, 1/4" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) _ PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SIZE BOLTSIZE SEDGESPACING CENIRALSPACING A DOUBLE 2x8 1/7, 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 200 1/2" 8" O/C 16" O/C D DOUBLE 200 314" 8" O/C 24" O/C E DOUBLE 200 3/4" 6" O(C 16" O/C F DOUBLE 2x12 3/4" 6" O/C WOOD LEDGER DETAIL v SCALE: 314"=1' T SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI 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 RT16A (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 Fi AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 r' V R 4 F su33DIV. de LOT SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL 4EHB "2605—HAYDEN" GARAGE SMING: RIGHT PAGE: DETAILS 50 MPH EXP. DA08/18/18 SCALE: 1/4"=1'-0" SHEET S3.1A 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION � BLOCKING SECURED TO WALL W/ (6) 3/16" ° x 4 TAPCONS 2x4 STRONGBACK, FLOOR BRACING DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ IOd @ 3" O.C. 1ST PLY INTO LEDGER AND 1Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN 20 P.T. CEILING NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRE-STOP- #8 WOOD SCREWS x 2" LONG @ 3" O.C.; NI STAGGEREDOFF CENTERLINE OFF 2x6; 3/4" AS SHOWN DBL2X8LEDGER TO CMU W/ 1/2" EXP. BUT NI AT 16" O.C. AND 8" FROM IM END W/ MIN 5-1/2' EMBED. �JI FLOG DE/4" NAILING PATTERN 24" M —PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'4Y" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2X8 PT. PLATE TO BLK- W/ 1/2'DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX USP LFTA6 W/ (16) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING FLOOR TRUSS OR GIRDER TRUSS USP LFTA6 W/ (16) 8d COMMON NAII S EACH END FL#17244 vvPLATE STRAPS W/ IOd x 1 12" HDG NAILS FL#17239 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 S" CMU WALL— REINF PER PLAN 1X2 WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2x STUDS PER PLANS FLOOR DECK 2x4 BLOCKING @ EA. BRACE. NOTE: TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING NAILS @ EA. END MUST NOT BREAK WITHIN 2x4 BRACE @ 48" O.C. w/ (5)12d 1'-4" MIN. FROM 2ND. FLR. NAILS @ EA END LINE 8d RING SHANK NAILS @ 4" O.C. MAX INTO BLOCKING 1 � 16d NAILS @ 8" O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM REG. BOND BEAM REG. USP HTA76 @ 37 O.C. < MAX. (VERIFY W/TRUSS SECTION DETAIL PLAN)FL#176W AT PARALLEL / PERPENDICULAR PRE-ENG FLOOR TRUSSES 6 PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/(2)1Gd's@ EACH TRUSS TO BE INSTALLED @ 10'-0- O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS 9 CMU WALL 8 SCALE: 3/4"=1'-0" STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A - USP MTW-12 U < N 95 LBS W/ (14) 1 Od GALV. COMMON NAILS. B - (2)USP MTW-12 U <2390 LEIS W/ (14)1 Od GALV. COMMON NAILS EA. USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 1. X 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" MI #8 WOOD SCREWS _ x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4'. AS SHOWN USP A3 EA. TRUSS NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE LEDGER FRAMING PLAN) JAJ SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0" STUDS PER PLANS 2x4 CONT. W/ (8) 16d NAILS @ TOP OF FLR TRUSS (TOP 2X4 SUPPORTS ST. PLATE OF 2NO FLR) FLOOR DECK 2x6 CONT. W/ (8) 16d NAILS @ BT. OF FLOOR TRUSS (ST. 2X6 IS FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) USP HTA16 @ EVERY TRUSS (VERIFY W/ TRUSS PLAN) FL#17680 PRE-ENG ROOF TRUSS 518" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 112" GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ 1S" OC MAX. 9a gb TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=1'-0" 98 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED Hi ASSHOWN Bj DBL 2X8 LEDGER ljlllllll TO CMU W/ 1/2" EXP. BOLT W CMU WALL AT 1 W O.C. AND S" FROM 81 REINF PER PLAN END W/ MIN 5-1/2"EMBED. FLOOR DECK Ai PER ELEVATION 3 w z NAILING PATTERN �i O= QSQUU PER ELEVATION m=� 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12. O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: NOT USED ROOFTRUSS 4x4/4x6 SYP NO.2 WOOD POSTTO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • o� :0 TRUSS/WOOD POST CONNECTIONS sx1� 0c SCALE: 3/4"=1'-0" TRUSS TO POST CONNECTION A - USP MTW-12 U < 1195 LBS W/ (14)1 Od GALV. COMMON NAILS. FL#17244 S - USP HTW-20 U < 2045 LBS W/ (20) l0d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LEIS MUGT TO TRUSS W/(4) 10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8"°A.T.R. TO PHD4A AND (10) WS3 WOOD SCREWS TO POST FL#17240/FL#172419 POST TO SLAB CONNECTION A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/518 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 6/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20) 16d x 2-1/2" NAILS TO POST. FL#17324 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.a bdesigngrou p.can AA #: 0003326 V s 0 c� O ! (A ;—tzwu SUBDIV de LOT: SILVERADO LOT #4 BLK #12 PROJECT 04128.001-04121 MODElz 4EHB "2605-HAYDEN" GARAGE SNFMG,. RIGHT PAGE: DETAILS 50 MPH EXP. a DA E: 08/16/18 SCALE: 1/4"=1'-0" SFIEET S3.1B SECOND FLOOR DECK PLAN SCALE: 1/4" - V-0" i441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003325 F b y i m 0 w 0 F OF Stmi)rv. & 7,074 SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL• 4EHB "2605— HAYDEN" GARAGE SNVMG: RIGHT PAGE: SECOND FLOOR DECK PLAN 50 MPH EXP. IDATE: 08/16/18 SCALE: 1/4"=1'-0" SHEET S4 DBL. TOP PLATE CONT. IL a LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. AND QUANTITY PROVIDE ix 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 1/2' PLYWOOD Z INSTALLATION. PROVIDE 1/2" FILLER(S). NAIL ALL TOGETHER a PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, w ALL TOGETHER W/ 16d X 2-ROWS, 6" O.C. w COMMON NAILS, 2-ROWS, 6" Q n O.0 SHORT 21 STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILEDTO 3/4" DIA. x 8" MIN. EXPANSION WINDOW JACK STUD 2x NAILED INTO BOLT W/ 3x3 OVERSIZED INSIDE AND OUTSIDE PLY OF WASHERS PLACED 16" O.C. 4" FILLER BELOW W/ 16d MIN. CONC. EMBEDMENT I COMMON NAILS, 6" O.C. SHORT 2. STUDS I BENEATH WINDOW SILLS 24 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING ALL TOGETHER W/ 16d AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6" W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. END - a SIZE AND QUANITY PROVIDE ix WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6" USP RT16A W/ IOd x 1 IZ O.C. GALV. COMMON NAILS, FILL USP SPTH6 TOP 6. ALL HOLES FL#17236 4'-0" MIN. TOP PLATE SPLICE BOTTOM STUD PLATE TIES W/ 10d x 1 1/2" GALV. AND NAIL W/16d COMMON COMMON NAILS FILL EVERY NAILS, 2-ROWS, 4" O.C. HOLE. DO NOT USE 3" LONG lGl 13 lul Ca NAILS FLk17244 I FI I BTM. MEMBER OF TOP —` II— NHL JI PLATE SPLICE MUST OCCUR OVER STUD. LSTA12 W/ 1 Odx3" GALV. COMMON NAILS, (5) EACH END TOTAL OF 10 2x MID -HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE (1) 2z FIAT TOE NAILED TO AND ANY PLYWOOD SEAMS * TYP. 4LINDER SEE SCHED OR It STUDS ONLY FL#17244 JACK STUDS W/ (2) i6d NAILS EACH END m HEADER SEE SCHED FOR # FULL HEIGHT 2x STUDS 3/4" DIA X 8" MIN EXP. BOI. W/ 3X3 OVERSIZED WASHERS PLACED 4" 32" MAX. TYP. TYP. 32" O/C 6" MIN CONOEMBED. TYP. — coeriur_ 16" MAX. 16" MAX. I (3) 2xl2 HEADER PROVIDE DBL. TOP PLATE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6" 0.0 N � m 2x12's 200% 2x8's ';�;p LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)2x8 (2)200 (3)2x10 (2)2xl2 (3)2x12 STIR SPACNG@Ir0.Q MSPACING620O.G 0 - 2 fl a 0 2 2x4 2 2x4 2 214 (3) 2x4 (3) 2x4 SPAN KINGS SPAN KINGS 2x6 (2) 21c6 (2 2x6 (2) 2z6 (2) 2x6 (2) 2x6 (2) 2x6 (3) 2x6 0- 2 ft 3 - 4 ft 1 2 0- 2 fl 3 - 4 ft i 2 3 - 4 fl 5 6ft 2x4 2x4 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2x4 2x6 2x6 2.6 (2) 2x6 (2) 2x6 2) 2x6 (2) 2x6 (2) 2x6 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5 - 6ft 3 5-eft 2 - 7-8R O p y `1 < ' 2x6 2x6 2x6 2x6 2x6 (2) 2x6 (2) 2x6 (2) 2x6 7-aft 3 7 - 8 ft 3 2x4 2x4 2x4 2z4 2 2x4 2 2x4 2 2x4 (2) 2x4 9-10fl 5 9-10ft 3 9-loft 2x6 2x6 2x6 2.6 2x6 2x6 2z6 (2)2x6 10 - 12 R 5 10 - 12 fl 4 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2z4 2 2x4 x6 2z6 2x 2x6 2x6 2x x6 6 10 - 12 ft 2x4 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2.6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4""1'-0" PROVIDE (3) STUDS @ ��NAIL STUDS NAIL STUDS CORNERS LAP TOP TOGETHER W/ TOGETHER W/ PLATE MEMBERS 12d @ 6" O.C. 12d @ 6" O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @ "ROOFM/ALUFLOOR SHEATHING CORNERS LAPTOP FASTENER SCHEDULE" PLATE MEMBERS 16" MAX. PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" IK C2 D Ci PROVIDE (3) STUDS @ 1 EXTERIOR MASONRY/WOOD CORNERS LAP TOP CONNECTIONS PLATE MEMBERS 2 - — _ — — — NAIL STUDS — — - — TOGETHER W/ 112" DIA. USP 725OSD 12d @ 6" O.C. BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED 112" DIA. USP 7250SD CELL, 4" FROM ENDS AND BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE 16' O.C. VERTICALLY MAX EMBEDMENT INTO GROUTED "ROOF/WALUFLOOR SHEATHING CELL, 4" FROM ENDS AND FASTENER SCHEDULE NAIL STUDS 16" O.C. VERTICALLY MAX TOGETHER W/ 12d @ 12"O.C. i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 F WW N V 0 0 y C F O stmDIv. & LOT SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL• 4EHB "2605-HAYDEN" GARAGE SIVMG- RIGHT PAGE: DETAILS 50 MPH EXP. al D E: 08/16/18 SHEET s4.1A SECOND FLOOR DOWEL PLAN SCALE: 1 /4" =1'-0" 1441 N. RONALD REAGAN 8l LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y m O O F OF N W f 0 SVHDIV. da LOT SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL- 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 50 MPH EXP. Dw08/16/18 SCALE: 1/4"=1'-0" B*KEEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 117 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) 1od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 (,V). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-V, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION 1D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B.=TOP OF BEAM I 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 (p61) WH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID BB7 MASONRY 3000 8x18 0 #5 (i) #5 �NA GROUTED SOLID 682 MASONRY 3000 8x8 (1) 45GROUTED SOLID SAFE GRAVITY LENGTH SUS 74' (42-) PRECAST 2231 Nor (48') PRECAST 1956 V4' (54-) PRECAST 1599 $4- (647 PRECAST 1217 F-19' (79') PRECAST 1062 V-8' (78') PRECAST we T4' (9(r) PRECAST 743 9.4- (112) PRECAST 554 10'4' (12(') PRECAST 475 11.4- (136) PRECAST 302 174" (144') PRECAST 337 134' (1600 PRECAST 295 IR-G' (166' PRECAST 279 14'4' (176) PRESTRESSED N.R. 1$4' (184-) PRESTRESSED NR 1T4' OW) PRESTRESSED N.R. 19.4' l2327 PRESTRESSED NA 21'W RW) PRESTRESSED N.R. 274' CM-) PRESTRESSED N.R. 2C-W (288') PRESTRESSED N.R. "CAST—CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS B" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �ev��vov lioo�®mm mm10101mlOt� !O<�!Ol00l00 10t�amot�to0 imoo�am� 0®D��Om 0momo ��000�0 �mmOm Ol�00101m0 o�moo �oommm�o �oomm�oo ®mm�m�v ®ommm�o 00�l00�0 ®mmmmOm !Ol0�010100 �m(O(00�(00 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. TYPE 7417 (42') PRECAST 1025 1 1024 1 1696 4'4' (48') PRECAST 765 763 1309 4.4' (SC) PRECAST 592 591 1073 $4' (647 PRECAST 411 411 745 $-1tT (70-) PRECAST 340 M9 616 $4' (78') PRECAST 507 721 490 T4' (90') PRECAST 424 534 363 94- (112-) PRECAST 326 512 230 1014" (12n PRECAST 284 401 180 11'4- (13n PRECAST 200 452 154 lr-W (144') PRECAST 244 402 137 174- (18(r) PRECAST 217 1 324 1 110 14'4' (lW) PRECAST 205 203 100 14'4' (176") PRESTRESSED N.R. 254 91 194" (164-) PRESTRESSED N.R. 259 83 1T4- (2081 PRESTRESSED N.R. 194 64 19'4' (2321 PRESTRESSED N.R. 148 52 21'4" (256) PRESTRESSED N.R. 125 42 27-W 12641 PRESTRESSED N.R. 116 40 24'0 (tee-) PREBIWSSW N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 3-4' (42-) PRECAST ilea 2ea6 ssa; 439, v63 8;92 ]oDl 4'-0' (48-) PRECAST I= 2305 3060 3875 4570 53M 8079 ?sea 3060 W5 46M 605 am 4'4' (54-) PRECAST 2040 2707 3V5 4049 4711 S79 2110 2707 3375 4013 4711 5370 SV' (64' PRECAST m22M ease saw seat 45n 1715 n70 sm 3X9 3001 4522 $•10' (70� PRECAST1 Im 29ea 3107 3e20 41331167 20ea 2503 3107 3020 41M 9-W (787 PREGAS, T 1 2323 — 3261 NlF- .0 leas 2329 n90 2251 W12 T4' (W) PRECAST 1 lazy 2025 u2... zs9 3aea m Im I lam 2025 W6 207 3220 94- (112-) PRECAST 5" lea /1 1— lei 2157 2500 591 an 131s 1w im nw nl9 10.4' (12(r) PRECAST 530 575 916 Iles 1401yw 1 2011 w eea 1180w 1472 1793 2055 2R8 114' (136-) PRECAST 474 504 = 1037 1Il 161 'm Sea w 104Tw 1372" 1643w 1915m 2107 170 (144') PRECAST 470 466 m . m 11 1 Im 470 550 940 I= l6w_ islenl ws 13'4' (160') PRECAST 418 Sea ml 7e5 994 it 1323MI I26 Sea 780 w 1169 141 1s63,n ten lN4r (16n PRECAST 364 M 359m 68Dm 724 = 6e9 t 1220 410 425 717 w 10e1 1359M i5322wi 1w uW (176') PRESTRESSED m 246 m 305 Sal eW m 090m m 1 976 151 1131 V34 1$4' (184") PRESTRESSED m 230 313 sea 486 ale w gas lea 1240, 911 1 im "a 1T4' (2W) PRESTRESSED 107 192 m 305 406 Sea Im 74o m 634 t 75s im s73 W3 194' (237) PRESTRESSED to ME, wm W w 7a 180 w 4n 1143 641 1059ml 1227 21'4- (255') PRESTRESSED 142 ttl 204 2>2 sea 373 sea 697 Sea rn 9q Sea Sea e66 10Y 21-V (264') PRESTRESSED 137 137 lW"q 2n tea 966 ale 513 n 4e2 Sea 646 en es9 ea9 24'-0' (288-) PRESTRESSED 4y t rv1 -W 32 446 4n M (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CA.4TCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - 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 #: 1&0126.03 ti.tea,-- ..------------------., ---- ----------- -.------- a ® 8F16-1T/GWOB BF16-1T/OWOB 8F16-lT/OM/OB ! 2 ✓ I o � ♦cy .1 y' 4 ® ! a 1 ♦% i ♦ ! a GT ♦ ! ♦ ! e ! 4 ! ♦♦ !! U.N.O. PROVIDE BB2 WHERE ♦ ! ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" ♦ ! "a ! ♦♦ !! ! �6 ! ! Q♦ I! W o+ !! ♦♦ ! ! ♦ d® !!1 !! ,® a a t ! ! ! b ( c a ! ! ! b e a 'i 8! GT ♦♦ 1 — a ® 6 d ! ! ♦ a °® 8F16-1T/OM/OB T °" ! ♦ a c ® ♦ a a ! SF16-1T/0M/0B BF16-1T/OM/OBmomm ♦ 8 im SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 F b y 2 0 y O F Bunwv. at LoT SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL' 4EHB "2605- HAYDEN" GARAGE SIRING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. 18 Dq08/i6/18 SCAM: 1/4"=1'-0" SHEET s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 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" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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" ° x 2 7/8" LONG, WITH WASHER C& 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 LES 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 & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X6 (3 yi'x5 y2") SYP. PAU46 W/5/8" DIA x 5" WD-1 PT., WOOD POST EXP. BOLT 5/83.1A 2 PLY U:-2072 G: 3113 2 PLY Ur1500 G:3800 ROOF FRAMING PLAN SCALE: 1/4" - 1'-0" 2 PLY U:-2040 G: 3084 U: 900 G2100 1 PLY Ur7050 G:2600 144i N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdasigngroup.com AA M. 0003325 F y r; W 0 y O F c auimrv. & LOT SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEL 4EHB "2605- HAYDEN" GAIRAGE SNING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 50 MPH EXP. 50 18 DATE: 08/16/18 SCALE: 1/4"=1'-0" SHEET s6 WHEN INSTALLING (1) USP (1 OR 2) USP RTiBA RT16A ON THE INSIDE TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. (1 OR 2) USP LUGT2 10dx1 1/2" HDG NAILS TO TOP PLATE USP SPT24 PLYWOOD SHEATHING, SEE TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE TRUSS AND tOdx3" HDG NAIL PER MANUF. SPECS. "ROOFN✓ALL/FLOOR N NAILS 1/2" GALV. COMMON WALL/FLOOR NAILS TO SHEATHING NAILS, FILL ALL HOLES. SHEATHING SHEAT TOP PLATE. FIRST ONE FASTENER SCHEDULE" FIRST ONE FASTENER SCHEDULE" APPLIED TO INSIDE FACE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. EACH SIDE OF TRUSS 2x WOOD FASCIA SEE 2x WOOD FASCIA SEE PLIFT Ile ARCHITECTURAL 2x6 ARCHITECTURAL 2x6 OT SHOWN SECURED W/ (2) t6d SECURED W/ 2 16d O FOR CLARITY (SEE SHOP GALV. COMMON NAILS. ENGINEERED WOOD GALV. COMMON NAILS. ENGINEERED WOOD DWGS.) ix2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS FASTEN EACH STUD TO 12" O/C FOR REVIEW 12" O/C FOR REVIEW DBL. TOP PLATE W/USP AND APPROVAL AND APPROVAL SPT24 NAIL PER MANUF. SPECS. 2x STUDS 2x STUDS 2x BLOCKING 2x BLOCKING AT ALL PLYWOOD A ALLOWABLE UPLIFT = 1160 LBS (1 STRAP) SEAMS A ALL SEAMS PLYWOOD AALLOWABLE UPLIFT =2260 LBS (1 STRAP) TOP PLATE ROLLOVER B ALLOWABLE UPLIFT=2320 LBS (2 STRAPS) B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) STRAP DETAIL NOT USED TYPICAL TRUSS/GIRDER CONNECTOR(§) TYPICAL GIRDER/TRUSS CONNECTOR(S) 1 a 1 b (j)ALE: 2b SC 3/4"=1'-W SCALE: 34'=P-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS N-IT O.C. (AT 8 SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. 8 MAX FOR STRAPPING VERIFY W/ TRUSS PLAN 8 SECURE 2x PLATE TO WALL W/ 3/8"x6" THRU-BOLTS @ 32" O.C. MAX THEN SECURE GABLE TO a4 PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/USP HGA70KT @ 24" O.C. MAX 2x STUDS CONT. 2x4 SECURED W/ (2)10ds @ EACH TRUSS TO BE INSTALLED @ 101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x STUDS GABLE TRUSS @ FRAME WALL 5 4=,-0 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA P. 0003325 F h V may-. O y O F SILVERADO LOT #4 BLK #12 PROJECT# 04128.001-04121 MODEi: 4EHB "2605-HAYDEN" GARAGE SITMG: RIGHT PAGE: DETAILS 50 MPH EXP. BJ D TE 08/16/18 SCALE: 1/4"=1'-0" SIREE * S6.1A i • 4 q ROOF WIND DESIGN PRESSURES NET (GROSS) 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'4" 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 7/19' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS C& 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALLA FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 21/7 0.120" 170,000 RING SCREW SHANK 16-20 RINGS ER INCH) 8d SCREW SHANK 2 112' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1IT COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 'a CO CO Z LU Z O w <Z U SCO p Z 2 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES m I Z O � W Y Z Z - . 2 i m O J Z Y Q U 1n Y 3 w = 2 Z� ¢. m F m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING (7 Z ti 3 m I, BUILDING LENGTH I, ROOF SHEATHINGLAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS (� 6" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 12' O.C. IN FIELD or Sd x 21/7SCREW SHANK PNEUMATIC SCREW -NAILS @ 1210.7 FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMLM AGGREGATE SIZE SRALL BE NIT. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Mr. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACT 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER RD -1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI AS SPECIFICATION FOR TH DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS0NGROUND WHERE INDICATED ON ELASTICITY - PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL L MEMBERS 011. ICATI COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND RISC SPECIFICATIONS DRAWINGS. SEAM9LAPPED 61NCHES AND SEALED NTH ADHESIVE TAPE A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TREATED- 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 POF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 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 n• 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PST 20 Psi TOP CHORD -ranconcurreM 10 psf BTM CHORD -rron-concur .0 DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) IT 0 psf w/ No GYPCRETE) 10 PSt BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpst BALCONY LIVE LOAD 60 psf WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) SHOP DRAWING REVIEW. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PST, 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 ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS 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 $- STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHAL! NOT EXCEED F N-PRIORTOTHE ADDITION OF RASTICM CONCRETE SHALL COMPLY WITH ALL THE REOUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAWED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTL IT IS DEPOSITED IN ITS FINAL POSITION SKALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE ONNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COM'UANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR WALL BE AS FOLLOWS. A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): a FOR CONCRETE EXPOSED TO EARTH ANDAM WEATHER 1-VT FOR 05 AND SMALLER T FOR 88 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1R' FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: ♦4 BAR - 25" M6 BAR - 36" M5 BAR - 30' M7 BAR - 42" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATRML DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "IWTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 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 INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 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 OFTHE 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 FOR BEARING 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 WITHOUT 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: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE F. - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASIDE T10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USN STRUCTURAL COURSE AGGREGATE, AND SHALL 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 3/8" THAT THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS AT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., UN.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 km. STRUCTURAL PIPE SHALL BE ASTM-S3, GRADE 8, TYPE E OR S, Fy - 35 kSL TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE S-ING REIAAPKS APPLICATION SQE TYPE I SPACING REMARKS tNPTRIRRING TO OASEINRDENED.1 • -I-- SEE DETAIN SEE DETjASEEDETAIL GEE DETAx ASONRY I OOINC -11 iR•LONG TO MASOWT=w -D.. EXT. DOO145 WSE....ED- a'O,C WINWW/DOOIL FAGTENED GARAGEDOOP BDCK SEE PEfAx SEE SEE DETAA GEE DETAA t4P.SEENDTE6 NMlii?LONG. STAGGERED HMO MASONRYxxIND. TO MASOMiY/COlC. wNDowaxac cASEHAAOENEDca4 WNDOWtDOOaEASTENED METALSTiUPTO CONTACT THIS ENGINEER FOR SPACING i. PTSEF-TE,, vY LONG. STAGGERED INTOKaso -orc. MasoNRr�cONc. REQUIREMENTS ExT. SWING DOOR I- •TAPCON• ttIY EMBED, 4-END. NONBEARING W000 trl-° ExPANSION 4'EMBED.4•END BDOK h PT, SEE NOTEe NO WASHER fAS1NER iY On: OUST., t VY EDGE DUST WILLL TO CONC. SLAB Wl WASHER BOLTDUST., 3' EDGE 06T. 24 PT WNWW RUCK P END. DUST., D'2t,E• c•OIC 4• I tl2' PTTOSTEELOOL.'SEE •W30°t WASHER STAGGERED E DGE DUST. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENINGOF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TD FRAMING BUCKS "UBE AS PER MAAIUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 F. �V h V �V Fti V O F O SUDDIV. do LOT SILVERADO LOT #4 BLK #12 PROJECT* 04128.001-04121 MODEL' 4EHB "2605-HAYDEN" GARAGE STrngG: RIGHT PAGE: DETAILS 50 MPH EXP. DwRTE 08/18/18 SCR= 4"=1'-0" sxES El 0 IP