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HomeMy WebLinkAbout35605 Stella Vast Dra 992of 05 04EHB —HAYDEN 99 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES o .� O JUN I 1 2020 REVIEW DATE -- CITY OF ZEPHYRHl ply EXAMINER � 12602 TELECOM EDFUVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX �F DRAWINGS .FLOWA HUMMMCODI, A/C ABOVE LAM. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 OM EDIM t2M� -AM IXA AD RATE CODWI -OCCUPANCY — RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE — VB '1HN. INTERIOR FINISH — CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=lls MPH • EXPOSURE — B •I —STORY RESIDENCE — :I—STORY RESIDENCE —MAT(. HEIGHT AS PER LOCAL AND STATE CODES A/C ALT. AMP. ED. CL CAH. CLG. cLR CONC. CPT. C.T. D. DBL. D.G. DU. DIM, DSP. DP. DR. D.S. DTL. AIRCONDITIONING LUM. ALTERNATE M.C. AMPERAGE MIN. BOARD M.T. CENTERLBIE MTD. CABINET MTL. CLEAR N.T.S. CLEAR O.C. CONCRETE PL CARPET P.B. CERAMIC TILE PH. DRYER PLT. DOUBLE PLYWD. DUAL GLAZED PA DIAMETER P.T. DIMENSION R. DISPOSAL BAD. DEEP RAG. DOOR REF. DETAIL T RM. DETAIL R.O. LUMINOUS MANUFACUERCABINET MINBdUM� METAL THRESHOLD MOUNTED METAL NOTE°SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION CID SET 188UED PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG ASK —FRONT &REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" PG EI—FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN 02AWD ADDED ELEV.'J' A IQ QMTW SIDING PER MARK OGLES 0240AS CID SET RE -ISSUED 04/Il/18 FOOTING REVISIONS PER M. DOILIES 06AS/M I -JOISTS INCORPORATED INTO MASTER PLAN ObAbA9 CONSTRUCTION DOCUMENTS RE -ISSUED MM19 ADDED VALLEY FRAMING DETAIL, UPDATED COLLARD DETAIL 01!!6/19 DETAIL- 'ADDING DAR TO BOI'D BEAM' ADDED TO SL2A embAs PLAN MAINTENANCE • STATE OF FLORIDA 03A'Jll9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR SQ.FT. CALC.'S 044" UPDATED LEDGER BOIL 50 4 SPACING 06^" REVISEDI-JOISTLAYOJT PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: OO 774-6078 ( Fax: (407) 774-4078 D.W. EA. ELEV EQ. EXH. EXT. FTFX. F.G. FIN. FLR FLUOR FR. DR FTG. GA GAR. DISP. c.F.l. GL. DISHWASHER S.C. EACH S.D. ELEVATION S.H. EQUAL SHT. EXHAUST SHTHU. EXTERIOR SHWR FUEL GA ASS SL.4 FUEL GAS SL. FETISH STD. FLOOR STD. FLUORESCENT SWs FRENCH DOOR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND -FAULT INTERRUPTER Toss GLASS TYP. SOLID COREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SMEAR SLIDING SLIDING GLASS STANDARD SHEARWALL SECTION TEMPERED GLASS THICK TOP OF CURB Toe OFSLAAeB TYPICAL PG DI —DETAILS PG D2-DETAILS PG D3-DETAILS PG D4—PRODUCT APPROVAL LISTING PG WAi-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WAB—WALL ASSEMBLY DETAILS IST FLR LIVING 1I04 50. FT. 2ND FLR LIVING I50i SQ. FT, VbMIS ADDED LED LOIN TO KITCHEN 4 BATHROOMS PER MARK BOM cimm ADDED STOWOPTION TO ELEVATIONS Y•', W. IX 4 w TOTAL LIVING 2605 80. FT. GARAGE 43l $Q. FT. FIORC14 III 80. FT. CDR DOLT SPACING REVISED 104DIIS ADDED OPT. W-O' CEILRYa FEIGNTS ovMo REPLACE LISP CONNECTORS WTH SA`IP80N CONffcTORB TOTAL 3153 60, FT. PATIO W 60. FT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.E. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOE HDR. HEADER W. WASHER HT W/ WITH HOT. HT NSULATION WD. WOOD INTINDO ' INTERIORw/H W. wATFAHEATER W.I. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.113-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG 33.1C-DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5—SECOND UFT BEAM PLAN AND NOTES PG SB—ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SN1—DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONBTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 id Y 6 �j X O nunDm as LOT SILVERADO LOT 19 BLK 18 PIROJ=T# 04128.002 19181 MODZLA 4EHB "2605—HAYDEN" GARAGE BWMG: RIGHT PAGE: COVER SHEET 50 MPH EXP. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61b EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SrtE 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 %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 8. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YW NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 1- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE R 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 ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLImme 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. /" CONDENSATION LINES SHALL BE MINIMUM'PVC (SCHEDULE 40), INSULATED WITH % AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINOS 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 FNNBNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye"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-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FNNE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7, 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 IN TYPE W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-774-4078 www.abdosigngmup.com AA is 0003325 rd A Y Y 6 rr `rr'g� o0 9r�� 1p,R0JMCT# V9DIN. Ae TAT. SILVERAD0 LOT 19 BLK 18 04128.002 19181 MODEL: 4E I "2605-HAYDEN" GARAGE AWING: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. Bj i 8CALE: 1/4"=1"-O" 1 GN '-10' I0'-0' 21'-10' Z.F voIF 71 IF '-4 10'-0' '-4 5'-4' I9'.q' 20.4• FIRST FLOOR PLAN ALE, 1/4• " 1'-0' CAA NOTE,2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 1 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN Ili' (3bmm) N THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN N►Y35mm) THICK, OR 20-MNUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN Ui'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %YC.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT LNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE WDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 NOW GYPSUM BOARDS. FCCR 2011 (6TH ED.) 302.1 PATIO 0 0 lb'-4' 2 -B' � r-------- RHANG OF ROOF 3052-5H (2) 3052-SH ss I 21'-4' 12'-4' I I I DIldING s � BEDROOMNZ v ROOM I - �' - e'-e' aG. � ROOM � IS'•S' G-G. 3'-B' 9'-0' � I ,�, (2) 206a p I � II�� III I � POET 10 � � Vic �-- �� cIV � BATHN2 K11'Cf�1 i I 8'•s' CLG. �+ '� 2'-S' - 4'-0' 3'-B' 5'-4' 3'-4' 3' H.6. Q3'-0' :Q � Wll. STAIR DATA . 20 MM. /IbOLLARD Ni RISER�84'3-BHARCH 15 tREADB . 10' B AB REQ. PER BLDG. II CODE III GARAGE 'P FLEX CIOV s SQ.FT. CAM'S CT RR LIY°Ys 1104 SQ. FT. 2ND FLR LNMG 1501 SQ. FT. TOTAL LIV°!G 2605 SQ. FT. GAROGE 431 8Q. FT. PORCH III 8Q. FT. TOTAL 3183 SQ, FT. PATIO 80 BQ. FT. MASONRY/FRAME WALL LEGEND ® uNo oN PLANS DRG. HKaT. VARIES S' CLOCK WALL UNA ON PLANS 18'-S' DRs. MTE® DR's. WALL UNA. ON PLANS 0 4' INTERIOR NON LOAD DRG. WALL UNA. ON PLANE -ALL INTERIOR D00R8 TO BE b'-S' -ALL EXTERIOR DOORS TO BE b'-B' UNLESS NOTED OTHERIIHBE COM°OIBIf NDCLAOOIgM�lOfCB B19CED EITOAAE PCR O SwLb1001A1B CFBSIIE BGIMIE ZOIE RIlNIIIDpIb IBWIIB N0T1lE FOOT/ItE MIN. WINDOW � 5 2S/-33 CRITERIA EXTERIOR SWING � 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA Ni010 O.HD. 112 9 20J/-22.1 BASIC WIND SPEED MPH = I60 (Volt) INTERNAL PRESSURE COEFFICENT f 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. = 23'-0' PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OO111R01.OM1E01(gl/ 1441 N. RONALD REAGAN BL LONOW000, FL 32780 PH: 407.7748078 FAX: 407-7744078 www.atrkalgngroupcom L AA 8: 0003325 4 Y pp a avHa:v as IAT: SILVERADO LOT 19 BLK 18 PROJECT* 04128.002 19181 >1[ODEIt 4EHB "2605— HAYDEN" cwRwaE ewtr7a: RIGHT ]PAGE: FIRST FLOOR PLAN 50 MPH EXP. aas'aaaaaaaaa�am" aw 03/05/20 aIiEER' Al Cl� r DBL. TOP PLATE 9 m BAR DETAIL A w ARCH DTL. (,)ARCH IV-0 3/4' 21410 FIN. FLR 8'-8' EIRG. HST. 42' K HALF WALL— W/ CAP (2) LAYERS CF 3/4' PLYWOOD SECURE TREADS TO STRNISER N4 BOOR —� � OR (2) RIIALL Ror IPS FOR/ W& OER IN Sopow -DED SI W:K A H U GLUED SCREWED PER FASTENER SOLID NAILING TO EXTEND DEYOND TNICICNESS PIPE -RING D (SEE LOOR F SYSTEM \ \ PIRATING SHEET) \ \ 4' KICK PLATE I'MAX \ � ' STAIRS NNW TO COPFOMI TO FOCR 6TI4 \ 10' EDITION (2011) MN. TIlAD.IO' 3/4' BTAIR DATA: MW�L MAX MOM.1 3A6' \ MAX. VARIATION N RISCRMRlADE 16R 6 184' ADJACENT TO EACH OTHER 3/6' MAX 15 TREADS . N ANY NANDRAIL S T O R \ VARIATION RU EIVT D 10' • I' NOSING CIRCULAR CROSS SECTION 04A TO BE I LOW • \ QQ Q .-114' OR PROVIDE EOIWVALWT 3-2.0 6YP 6TRRgL°R \ GRASPAM LITY RIDERS- MR 61 WIDE • NARROW ETD MIN. 11' WDTFI w O• FROM rtRFO1RCED S� \ NARROW END 34' MN. HANDRAIL NOT. SAS-q,OOR A N40YE \ u W w OWZONTOR TAL NOIEL ESA F Iw \ •ENCLOSED ACCESSIBLE SPACE UNDER \ STAIRS SHALL NAVE WALLS, UNDER STAIR IOMINER \ SIMACE AND ANY SOWrTS PROTECTED ON THE ENCLOSED SIDE WITH 1/2, GYPBUI'7 2 EA 2R'X O \ ODA ". FOCR 302.1. SECURE WN2d 6•-0' Or - STAIR SECTION C \11SCAL MASONRY NAIL e • 2X4 P.T. SLEEPER INTO SLAD WITNN 6• OF EACH END, 32' O:G MAX THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 6 36' AS PER FBCR R311.1,02 W/ 2X4 RE-INFORCING 42' H. 14 NOTE: WALL W/ HANDRAIL ENDS SHALL BE CAP RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A �- DIAMETER OF I}'s 2' OR A NONCIRCULAR CROSS SECTION WITH A $�o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES x SHALL HAVE A MINIMUM RADIUS OF 1/6'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 D SCALE:3/4'. HANDA=RAIL SECTION I. 1441 N. RONALD REAGAN SL% LONGWOOD, FL 327850 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003328 6 atMDIV. as L'074 SILVERADO LOT 19 BLK 18 PROJECT* 04128.002 19181 MODEIr; 4EHB "2605- HAYDEN" GARAGE DWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 50 MPH EXP. ' IIII IIII IIII III■ IIIIIIII ailt , 'III �• '1" I �III„1111 1111„IIII Bill 2ND FLR0, E5RCs NGT 4- - I I I I I I I I 10'-0 3/4' 2ND FLR, I I I I I I I I I I I I FIN. FLRJBRG. UT. — 7 I I I I TIP. 1 I I I I I I I 0'-0' FIN. FLR, I I I I I I � OFF RIDGE VENT OFF RIDGE VENT g AREA OF ATTIC IM SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA = 1585/300 5.2 VENTILATION AREA X SO, INCHES PER FT. 1144) 760.E S41N. MIN. REQUIRED VENTILATION ,SX 760.8 IN UPPER PORTION OFATTIC - 38DA SCL IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 3aD.4/115 TOTAL 0 OF VENTS REQUIRED = 3.30M TOTAL R OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMTEROF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WA NO OVERHANGS INQUOED _ 0IB'-8' 2ND FLR 1 L/2- T14M 2 COAT CEMENT PLASTER APPLIED a O DIRECTLY TO MASONRY fEIL F 4'.4' GALV. 1•-TYPE FLAGWM A ROOFNG cE1tNT FIBERGLASS SNNGLE6 OVER 90 FELT _ PAPER !OR APPROVED 86W O L 1/1 2X6 SYP PT LEDGER YV ----_—_—_—_—_—_—_---'-- _-- ,y10'-02ND FLR O$D. TO MEET 6NEATNMG OR V2 WX�T�, 2W TWiEApBp ROD 92' ' FIN. FLR/BFt's. I-GT. PLYWOOD GEMMED PER NAILNG O.G 4 UTNN W OF EACH - — - — - — - — - — - — - — - — - — - — - — - — -- - — - ----_oB-S'CLG. F-GT. SCHEDULE END MAX. SET N GM-W1 HIGH STRE74GTN EXPDXY 2ND FN. FLR (PER ELEVJ LY6-26 2X6 GYP RAFTERS OR PRE-ENG'D TRUES (PER ELEVJ ROOF SLOPE FIR —� Y a M K W'06D 6MATN11443 r r GUSSET TO of SECURED TO CIL414NEL FOR SOFFIT G 2X6 MEMGER6 W! Sd NAILS 9. OL. � PCRR'lTER iv TO LEDGER N'C (2) IOdY _—' --------_-------____ ----�y0'-0'FM. FLR TO 2X6 JOIST 2'_0• 2X6 "PT LEDGER W 1/2W THREADED ROD 32' Or. 4 UTNN 6' OF EACH 00 MAX SET N "' PS011 W*W 671111"T14 EXPOD(Y W ME -OW. OVERHANG DETAIL REAR ELEVATION A SCALE: 1/2 . V SCALE, 1/4 . I'-®' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407.774-6078 FAX: 407-7744078 www.abdesig08(OUP.com AA M: 0003325 � 2 w rn B BDZV ae Lo'r SILVERADO LOT 19 BLK 18 PROJECT* 04128.002 19181 1[ODEL: 4EHB "2605- HAYDEN" GARAGE DWIIJG: RIGHT PAGE: FRONT & REAR ELEVATION "K" 50 MPH EXP. 8CALE: 1/4-= i'-0- sI'IEE'r A3 K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES y—y MY OUTLET M AMP 6NGLN 1401.E REV OUTLET IIOV OUTLET R 00 OUDJR WIW TO VATCN 110V OUTET M AUL NMU- M (TAMPON PUMTANTYPV m@ 220V OUTLET (4) WSE OotNEa1CN EW aA?WW4 DOP eunzr GRAM FAILT Nr1Rss•raR sWTCN SWITCH 3-II1AY OPEN! 4 SIIITCH 4-WAY CRIER, L.%-' MWW v LI#MW CEILING LIGHT © LED CM LIGHT LED ©T I' PRo11YP LL"T @O VP VAPOR PROOF LIGHT OMC MW CAN eVENT. PAN 1 Cl" PER sa R. VMT. PAN aktlowr I CM PM sa. PT. V (sPECE�7eD eY MAP ® LO AN aRM �IND (RECESSED T L (OUF w AlaplaD J' FLUOPEOCINT 4' PLUDIRBDCM7 p W--ran-s—vr 4' TRACK. L.— 0 PANEL METER sM0I0! DETECTOR OAtr. Sao[ -Ian YE.tls� rs� ICI WALL HOWITUP •'WOKE DERCTQaImAtLimoldita eAT7. EA9K:d e Iy ®wwo 8/CO 7Om OI18GT01! COr� US®IElt MW.L N A DISTANCE OF NOT LWT7M 4' FROM W&L PEDANT L.MW tJ� NATaRIW. AAS ginaT . TELEPHONE JACK WATM MTTER (•".� DECOIIICT HIM AIR CONDITIONN6 as ANU ON DISCONNECT FS TELEVISION JACK «LNG aoX JO J.00N TO M suPPIN ACCOICAG11 O1Ot W RM MAreD suaN FOR CELM SON VINDAPM To EE OUPPOPUW N CNLNO PAIILIGHT ACCOPVAHCE IW BOX MMND AS SLOW POR 24' bkZA DLOC8W L16NT STEW nennnn 34' WcANDEscMT LnW STEP nnnnonnnn M, NCANIDSOCE/T LIGHT sTRP PLOW LgINT Ra Orr. SEcvITY IQITAD • PA PTBN-MUTTON POR aREs Use PORT • LOCATION OF TV JACKS 4 PW40Nl 01,111.1113111111, 4 PANS TO eE VERP ED • NOMEOORR PRE -CONSTRICTION MEETING* • ALL 0 4 20 AMP Mt4NC4-1 CI IOLM TO of ARC FAULT PROTECTED PER ELECTRICAL PROVIS"OP � •TTI EDITION r2gT) 4 NEC 71e11 7ai4 EDlrkx • 20 AMP DEDICATED LANDRY CISCUR. • eM a ISLAND (NOT ON 10TOMIN CIRCUIT) • DOWW" a DISCONNECT TO BE LOLXOUT N PANEL • BATWRWM EG4AUST PAN TO NAVE MN. CAPACITY OP s0 CPM NTEIlmrow PER ELECTRICAL PROVISIONS OP SECTION Mmov L • LA.IDW ROOM RECEPTAOLN SHALL BE 61sOND PALLT CWCWT-NTER Lr-MM PROTECTION POR PERSONNEL ON mmum S • WRN6 METIOD eHAu EE NON METALLIC CABLE PER ELECTRICAL PROVOONS OF Peae A.TH ®r24TM2 • ALL UIOW TO taELY WITH ELECTRICAL PROVISIONS OF WE Peat &M PL r2AMT1 .Al. . .erase All. wY rl e5r� YID 1ae OP LY'JGITaK MUST el ENERGY ERnaER TYPE PER PATIO I 1 LA --- I I PRE -WIRED ROOM ROOM cLO PAN — PRE -WIRED E CLCs FAN ` BDRK 02 I I I LI SWITON IN Imo\ _ / I CABINET OUTLET /TO 2NO FL. _ — — — — — — — — OUTLET I FOR OW SWITCH rSBATH2 OFOR R MIS o tI �`i I ul GFI i\11 11 I PAN. 1 1 GPI 41144' .B. POR UA4 'i S/CO App. GARAGE I DOOR — — _ I BOLLARD AS REGL 1\ PER BLDG. III Tt CODE I `� y�03 III i M:ETLE88 III FIXTURE METER PRE -WIRED CLG FAN / POjIR OR ll 99 FIELD �R III I GARAGE DOOR S. PREWIRE - - GARAGE 1% IRRIGATION R . 51 OUTLET • .FOR 46' AFF. I IMES I yam\` PORCH -------------------- FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' • F-m' I I-3' I-3' �I I I I L t \ - LED LIGHTING ® SINGLE LAV. BATWF2 LOOT WP Panel MAIN - A PANEL: 8118 wp at. breaker VOLTAGE 120 / 240 V -1 Ph MAW: 150 Amp M.C.B FEEDER: 3- #1 Cu TMNN & 1- #8 Cu (G) In 1 1/7' C. OR 3 #2/0 AL TFMM & 1. #8 Cu (G) A 1 1/7' C. Wks FOM sla Im Wrls CkwAlI I CFOIA Wrls Dsse Bp PoM Wtrs #12 1 m E,adm faoN OFl blt10 12W 1 2ISpeea #17 2 m inlli dm P, I= 3 4 s a am Am C.U. 40 2 4e 7 a PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: ISO Arrp M.L.O. FEEDER: 3- #1 Cu TMNN & 1- #8 CU (G) in 1 irZ C. OR 3- 4WD AL TMAR4 & 1- #8 Cu (G) in 1 1/2' C. Wks Pra ale O ien wants CW.* Clri wwa saes asn 9h POW war.# 12 1 m Srn g aws 15M 1 2 asap Rang. so 2 R #12 1 m Waawwtl HW GFI law 3 4 02 1 m emrl MPV- s 1 5 s 45M Water Healer m 2 #10 012 1 m 15W ] a 012 1 m Wine RuephdnAFCI 15M a 10 120D Dispowal GFI m 1 #12 all 1 m aN1 OR rE I= 11 12 taw oir ar GFI m 1 #12 014 1 15 F r/IYAFCI aW 13 14 SOW Drys OR 30 2 #10 M4 1 15 Lhft ft. Lane.RkINn Din. Us AFCI 600 1S 18 17 1a 16M Manor GFI m 1 012 014 1 15 V. GOAFOl BOO is m 1000 Gan pacr op.. GFl m 1 02 21 22 12M / Ererlr Lts & P—tooloo AFCI m 1 #12 #14 1 15 Be*-021 amth-02 AFCI 8W m 24 ON O—V AFC' 15 1 014 04 1 15 Be&-40 AFOI aW 25 20 mD 0srr'a arlkoan AFCI is 1 014 014 1 15 asasam Nl B4d*M LOa AFCI aW 27 28 12M ltorxw#m agn4eJ W.N'O m 1 #12 #12 1 m 3 Cs poor GM 1 m 30 100D I atm cols. an m 1 012 s 7 32 37 38 w 2 W A/C A.M.U. Herr 5 RVA r aa•A 5525 30 40 41 42 Load Weedt, demand lacbr croradms/INN 170M 27M LOsd subW der—W lads OsbWNom/Ine Demand a or Calculations: ABBREVIATIONS: ARF. ARC FAULT CIRCUITINTERRUFTER NO: NC7M IDEMLOAG OR: GROUND FAULT KMRRJPTER TOW lad wood to dere"lamr 45500 ' Fkr loWoeaW riW% 10000 Renlrldll Ynlls r 4D% 14. TOW A/C Ind 117W LOAD CALCULATION la BASED ON IUD NONLOINCIOENT LOAD Total Comsoled Load Wli a 3aBm3 TowAn" Mae/240 Kft Mae ameml Lighting & RaceplacM Lone rotN A/C s re Fad 28l% General 8 R. 3 W / . R 7818 HI -Hot. 1' 1K19matlom 195 Gard 801 Ckts# tte/ Total waEa Oenral ldsa RsO ParrA 11 728 801 PROVIDE 39/0 CU, TI4&N • IRS CUM 2' CONDUIT OR 3 %M AL, THIN • 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVER4ANG.i 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE E0 AMP DISCONNECT 6UTC 4 AND 120/240 VC GENERAL NOTES, M ELECTRIC METER N I FWASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO PANEL COMPLY WITH ELECTRICAL PROVISIONS OP THE PECK &tH eolnaN r2011) LOCAL CODES, AND ALL LOCAL POWER COMPANY RE01I1REh1ENTS. roOA�P E. ALL CONDUCTORS SHALL EE T"M TFSNR141N UNLE50 NOTED OTHERWISE. POWER COMPA TRANSFOmlmle PROVIDE E0 AMP, 120/240 VOLT, I PHASE SECONDARK ELECTRICAL SERVICE. PROVIDE 3 41 COPPER ?CU) N 1-1/2" DIA SC4EDULE SO PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" CIA 60NED LE SD PVC CONDUIT U8-ESS SERVICE le PROVIDED BY TWE ELECTRIC COMPANY. COORDINATE WITH T1 E ELECTRIC COMPANY PRIOR TO END. ENTRANCE SCeAReV1.IE= TEoLNETVIISANIOCNe EMPAFN@SERCE EaJIfT'EM INTERSYSTEM EONDING TERMINAL AT LAW VOLTAGE CONNECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE MCC 41H EDITION t201111 S/S" CIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com L AA #: 0003325 J O Y Q ausD:v ' LOT: SILVERADO LOT 19 BLK 18 PROJECT# 04128.002 19181 WODZU 4EHB "2605—HAYDENfe GARAGE STWI RIGHT P"hRST FLOOR ELECTRICAL PLAN 50 MPH EXP. F Dw� 03/05/20 acAim: 1/4"=1•-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e Dev oUTLET 20 Ar7• GNUS TOLE IMDv OUTLET 10V OUTLET ML" EREO y10 QOEITQI OPI IIOV OUTLET EOUTED � F*L •7ER REOETR TTPO(TN771! WGISTM M@ 229PV OUTLET (4) WINE CONNECTION ow WATERrwow Gun ff GRouc FALLT nrEEEe•reR �j OUTC14 SWTCH SWAY OPER �4 SWRCH 4-WAY OPER. L-o ED ' •! LOLWL CEILNM LrQW © LED CLO LOW © VP LED VAPOR FROM LOW O yp VAPOR PROOF LOW OQ RECGeaD C.4N eHENT. FAN I m PEe ea PT. VENT. PAN I aM P� �. v PDMM wsc% TOP My ® ! L ) ""A" WRAP AROWC x•EILB ow • LL, (stsub E t-w.' x' MJIOIEeoER W FLOPINUM EIT p C 4'TRACKLWM G� PANEL METER O S.D. own DETECTOR MAW WILL MOMED MAMBAacae I w.� aim Owio=cR ® BOO cAIe00N eMO� 0!TlCTOI! ow UAL �-�� SMALL EE A DISTANCE O! NOT L[Se TFC4 4• PENDANT LOW Its NATURAL OAa ► TO.10-A NE JACK HEATER DRC0EA"m 7CCT AMR CO6DITIONNO es AMU DIeCCMECT I -❑Tv TLLEVBION JACK JO J-BODt roTO MEeuPPPPaerm N ACCORDANCE IW OOR rlAwcED AS eucM FOR Q EOX 1lQJ CEILNS PNULIOIR TO aE eW'P•ORIED N SE ACCORDANCE eV OOX rlAwaD M 0ua+ raR t�aan x4• Nca 4r LOW STRIP STMP )A• NCAN ORSOOO(T LOWSTOP 40' romosecoNT LnMT STRIP ROOD LgHT age OPT. amrr RET • PD. NIW-EUTTCN FORCNNEe on Peer • LOCATION Or 7V JACKS 4 PHONE OUTLETS 4 FANG TO SE VERIMED • NOFEODER NB-CONNTIWC m MEETNO. • ALL 0 4 20 AMP ORANOH G WIC" M BE AM PALT PE TIGTED PROR ELECTRICAL PROVO$" OFF ATM soRlaN rxaT) 4 NC xl0n x0u EDITKUl • 20 ANT DEDICATED LA WRY CEECUR. • ON • OLANO (NOT ON KITCHEN CMCWT) • DISNIWSFER 01GOO NECT TO BE LOOKOUT N PANEL • BATHROOM ENN4IST FAN TO HAVE MN CAPACRY OF S• Cl" NTEM'UTTE4T PER MACflNG1L PROVISIONS OF SECTION MOMS E ATu EDITIOA rxA)Rt • LAUDR'( ROOM RECEPTACLE SHALL B! GROIND PALLT GROUT-NTlRItN•IER PROTECTION POR PERSONEL ON mom • WWO METHOO SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVSONS OF MCR ATM ED OIKU • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS Q THE POOR ATM 4ND rent . � LY7.6 SMALL al! Atl .rT•n !iY rw .,.. AND 'RA a LIOAArl14 MMT elE a!<ST mTIC1MM TTPE F!R eFFk:lE4CY) xOR Alh lDRION R4041 I � L--------------------� SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-C' LED LIGHTING Cam? DOUBLE LAV. BATH 3 i va V LED LIGHTING @ DOUBLE LAV. OILNER'S BATH 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407.7744078 www.abdesigrtgroup.com L AA 8: 0003325 W Y astill i aUDDIV k I.OT: SILVERADO LOT 19 BLK 18 PROJECT# 04128.002 1918 MODELA 4EHB "2605-HAYDEN" GARAGE SWDM: RIGHT P StCOND FLOOR ELECTRICAL PLAN 50 MPH EXP. Bj DA E`. 03/05/20 aCALE: 1/4"=1'-0" aIiEET E2 rt FIRST FLOOR PLUMBING PLAN SCALE: I/4. I'-®' i ------------------------J SECOND FLOOR PLUMBING PLAN SCALE: V4 . I'-V 70 MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngfoup.com L AA A: 000332E s a I MMI L III L auloDIv. ae LOT SILVERADO LOT 19 BLK 18 PROJECT 04128.002 19181 WODEl. 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: PLUMBING PLANS 50 V9H E 6 DAMTMI: 03/05/20 aCALIC: 1/4"-1'-0" P1 HVAC NOTES L M AH&L BE PROV10M WTH PROPER CLEARANCE, FOR SEI W-M MR 2. ALL DUCT &YST01% WTALLED N NON -CONDITION D AREA& AN&L 0E CQNTRi1GTED OF A VAIIAR OP NO LE66 THIN 0-6 RATNR ALL SEAMS SMALL DE SEALED WTM GLA" FM 4 MASTM AND NSTALLED AS PM! POO &TM EDITION (90M) MESCMANICAL OLD& CODE SECTION &M A ALL FLEX DUCTS SMALL OE APPROVED UL 10 CLAS& I AIR DUCT AS PER NPPA WA 2-JU 4, PPMW AIR NTAKE& g� � M OE LOCATED CLOSER TWAN W FT. PROM ANY CHIMNEY OR VENT OUTLET. OR SANITARY SOW VENT OUTLET 6. ALL EX"*T AND OUTSIDE AIR WET DUCT& EN&L OE CO WTR1,1GTED OF SMOOTH d6ALV. METAL. OR OTNM MATEItl" A& PER I = &TM EDITION 00n) T'8C4AMAL CODE SECTION &Os 6. ENCLOSED SUPPORT 1PLATP10" SMALL eE COPMt1uIGTED N ACCORDANCE TO PW &TM EDITION [201T) MECMATYCAL CODE &OJLI 1. OATNROOFM CCNTANM SATWTUIW SM0111M WAS AND 6MLAR OATHNIS PDCTI4M SHALL OE MECHANICALLY VENTED N ACCORDANCE WTH 1118C &TM EDITION (20M 'EICWANICAL CODE SECTION 40s, & ALL E)"AUIPTSD BATH ROOM& 011 HAVE UNDER -CUT DOOM PM MAM-UP AIR TO OE RETtaBID. TO MGM& AIR E 04"TED. S. ALL FIRE RATED CEILPM AND WALLS IN LL NAVE AN APPROVED MITE OR PMItAWIM DAMR'& LOCATED AT CEILNO OR WALL PD@TRATION AND Ed SLEEVED WITH ACCEN DOORS TO RE6ET DAI"M ALL DAMER6 SHALL OE INSTALLED TO M & IMICd'NM&DATIONS AND P00 &TN EDITION (20M) MECHANICAL CODE 6EC rM 601. W. d#W.Lft AND DMPUMIM 6114ALL OE PRDVDED MTH OALANCNIS DAM PI R6. IL DR1rER 0006TEI! TO OE A PA N24 DOF OOOSTER FAN OR RQJAL. PANTECH DOF NO DR Wt 000&TER CAPACITY &0 LNEAR FEET MTN MA)L SIX ELOOIA ATTIC CEIL SECURE STRAP TO CONC. R AIR SUPPL W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL AIR HANDLE SECURE STRAP TO UNIT W/ (2) EVAP. TRA 4' CONCRETE SLAD °SXi 1/4' SHT. MTL. SCREWS CONDENSER UNIT PLATFOR CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE LEGEND ® SUPPLY AIR D!PAM RETURN AIR GRM.L ® 6DE-YL4LL OR 1 WAY DMPLMMMR SOLD LNE° SUPPLY TRUNK FROM LNE° RETUM TRUNK 1 OALAWCNb DAMPER OR OW O CEM.NS 06MOT PAN CEM-N0 EXIJAINT FAN • LkM4r O/A OUTSIDE AIM m TiIN'101111TAT m PASS-TWW AIR GRILL NOTE ALL VAC TO NAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED ORAN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION W1.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK C.O. PLUG BRA" PLUG --� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 960M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (T FM. GRADE OR PAVING SEE SPEC. I'-a'xa' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN) ----------- I I I I DjIKC� KK VV VV MM � FROM OI ViI _ITIG F ABOVE 1 I III N 11 12X12 BEDROOM #2 — — 12XD —n I Im I ------- I I PASS °II -------------------- ---- �I ,I I I KITCHEN ``' 9TOR• I I I I I I EADL = 12Xa _ m4 _ -� W S/A ABOVE FLEX III FOYER III III GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' N\M�U�i O O ■ 1441 N. RONALD REAOAN BLVD, LONGWOOD,FL32750 PH: 407-77445078 FAX 407-7744078 wwwabdeslgngroup.00m AA M: 0003325 A S ounDiv. at WTI: SILVERADO LOT 19 BLK 18 PROJMCT* 04128.002 19181 MODMX4 4EHB "2605— HAYDEN" OARAOSI SITFMO: RIGHT PAG M: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com L AA N: 0003326 F %i 1! 4 SILVERADO LOT 19 BLK 18 PIROJIcCT# 04128.002 19181 HODELa 4EHB "2605-HAYDEN" GARA0Z 01 IMC: RIGHT PAOZ: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. i � -------------------------J SECOND FLOOR MECHANICAL PLAN SCALE. 1/4 . I'•®• MR2X4 TOP PLATE RA A Ra+ 7 PRE -FAD TRR88 1/2 CLG. SOARD IR' DRYWALL T V)r SECURE ST.��� 2X4 WOOD PLATE TO SLAB \ STUDS 024' W/ ATE MASONRY \ STUDS NAIL • 32' OG. MAX 1 �r SLAS FIN. FLR ITIONS SUPPORTING HUNG PLUMBING @ES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE W O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL NON-BRG. Dl SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.IJ ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU88—/ MTL. DRIP EDGE 2x FASCIA PER I ELEVATIONS Tom' O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ 4�t 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.IINSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRMCs� STRIPS • 24' Or— a, CMU� 1/2' GYP. WL. BD.� WOOD BASE a 4. B' DIA SLEEVE, DO NOT CUT BOND MRAM NOT CUT SOLID GROUT THE BOND all (I). BEAM (2) GQSIE - REDAlY6 2A PIPE THROUGH BOND BEAM D SCALE, 3/4'.1'-a' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSMJJ ON OSJ5. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i 0'-0' FIN. FLR H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (3:)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE, 3/4'-I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST SE PER ASTM 0226 TYPE II, ASTM D 406S TYPE IV, OR ASTM D 6151 AGSM x oYLw n-B'\GAS LINE THRU BLACK sC,1{L •d4 FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 CN J' OSJS. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-E'Ks. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a' cm 1'-0' TYR N' THpM 2 COAT - FORILMO cwlDff FLM7B! rnmo OsIGTLY M MAGOWr TO AORT :T . Ina r3'�GARAGE DOOR JAMBS D1 SCALE: 11/2'-V-0' s►a EBAD R'U SEE ) TO PILL mt 2x BLOCKNG BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER rM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJ.1 ON J' O.SJS. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I.-C. FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. O.H. MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED 54' GYPSUM BOARD OR 14' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION - LQ' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RE CE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1t2' GYP. WL. BD. , cMU i— WOOD BASE H W/ WINDOW OPENING 0'-0' FIN. FLR n TYP. WALL SECTION ke NO OPENING r6-'�1-STORY GABLE BLOCK WALL 1 SCALE, 3/4'•I'-V' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 g o Y IF S its e 41) 40 MIN >IVHDIV. Ae IAT. SILVERADO LOT 19 BLK 18 PROJISCT# 04128.002 19181 MODEL; 4EHB "2605- HAYDEN" GARAGE SWUM: RIGHT PAGE: DETAILS 50 MPH EXP. Pj • FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 90 FELT PAPER OVER 90 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RW511 PER SECTION RWb.IJ ON J' O.&S. SHEATHING ON J' O,SUS. SHEATHING ORPCDX PLYWOOD OR}'CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WO. R PRE-ENG WD. TROS-- 24' O.C. MAX L VATION 24. OZ. MAX METAL DRIP EDGE METAL DRIP EDGE— BATT INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALLS FOR VALUES 2x FASCIA PER I,•m. VENTED OH. 5/6' GYPSUM BOARD ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.1 M$UL. REFERENCE STRUCTURAL w J WINDOW ATTACHMENT AS PER MANFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T 4 G SUBFLCOR 1/2' THICK. 2 COAT p GLUED AND NAILED 1/2' THICK, 2 COAT- PORTLAND CEMENT 4 AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED J PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY M MASONRY ALPER IX2 FIRE -STOP EVAT ON IX2 FIRE - STOP -SEE STRUCTURAL SEE STRUCTURAL— R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH C .a BOARD AkPER E VAT ON IX2 FIRE -STOP IX2 FIRE -STOP R-4J INSUL. r w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED MASONRY 8'CMU DIRECTLY TO MASONRY 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE•6TOP IX2 PIPE -STOP -� O.M. w BATT INSULATION REFER TO ENERGY CALCS FOR VALUE$ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD Ix2 FIRE -STOP iR-4.1 INSUL. 3/4' T e G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVA ION R LEVATION S/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE A G .o• ,a a, a. W/ WINDOW OPENING WITHOUT WINDOW OPENING 1L SECONDYFLOOR FLOOR LO K BLOCK SCALE. 3/4'-F-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.8078 FAX 407-7744078 www.abdosigngroup.com AA B: 0003325 a lz '! 4 � okk a aUBD2v ae LOT SILVERADO LOT 19 BLK 18 PROJECT* 04128.002 19181 MODZIU 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. D � 03/05/20 SCALE: 1/4"=1'-0" aHEE'r D2 IT MN TO SECURE CN SL FLAT TO DLK W/ CUT NAIL& SIDEM 2X* GARAGE DOOR DUCK UV (5) Is )PXS' A -DOLTS 4' EMDEDMEW MIN UV 270'XI(t U41" AND NUT SPACED EVIONLY PROM FLOOR TO 6ARAdE DOOR NOR N JOINTS PRIOR TO PILLIN1 I-7X6 PT BLOCK i CENTER OF ® DOOR WEAVER uwUJN'xa• J-DOLTS 4' EMBEDMENT UV 7'X2',di' YNASFIm AND NUT. ®L 8NALL DE N ACCORDANCE TO MANrACTWER'S INSTALLATION NBTPLICT10N8 UNERE AUCH INSTRUCTIONS AM MOTE STRINGENT GARAGE DOOR t BUCK ATTACHMENT CAL/r N'• 0 L y 1, VX4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK W/ INM' TAPCONS (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END f 18' O.G. MAX SPACING \`DOOR CASING `DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 4 OR +5 4 i1 11IND011 TO BLACK +3/ OR +5/ `� E, KTb. 2X4, m SECURE TO BLOCK W/ V&' TAPCONS OR (MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END f IV O.C. MAX SPACING. 2X6.m y� SECURE TO BLOCK W/2-ry' TAPCONS(MIN. SHAK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END f g• Ctw I8' O.G. MAX SPACING. V DRYWALL 2X8.m PX4' OR 150' P.T. NAILER SECURE BLOCK W/2-%' OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" DOOR JAMS OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END f MANUFACTURES DETAILS. 18. OlC, MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEEDA") DOOR JAMB —TO HUDCK +i-1 2' /1 11QNDOlf 10 BLACK +1-1 '' SCALE: KTb. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .14E MIK HEAD 812E 300 MIN. EMBEDMENTIYi) WITHIN 8' OF EACH END f NOTE, STRUCTURAL 2x IVOZ, MAX SPACING. MUST BE ON OUTSIDE f 2Xim SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL V TAPCONS TAPCCN MIN. I-Y4 (MIN. 844AK SIZE .10 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 1 Y49 •DRYWALL WITHIN 8' OF EACH END f 18' Or- MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8� ❑ SECURE TO BLOCK W/2-%' )6' O.SJ5. X 4' MIK TAPCONS (MIN. SHAWL SIZE .145 DOOR CASING MIN. H300 SIZE 3 DOOR DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END f MANUFACTURES DETAILS. IS. O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15/If C N + i E, KTb. 2X4,m SECURE TO BLOCK W/ INr' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN B• OF EACH END f NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J•i(s' NON-STRUCTURAL 3fM' TAPCONS TAPCON MIN. 1-Y4 (MIK SHANK SIZE J45 EMISEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMN WITHIN 8' OF EACH END f Jf' DRYWALL B' OG MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8 tssn SECURE BLOCK W/2-Wb' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4') TTACH TO 2X PER WITHIN 8. OF EACH END f MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) �IIRBNJAMB y TO HLACKK+22IW" D SCALE, KT . 2X4= SECURE TO BLOCK W/ 116' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN S' OF EACH END f STRUCTURAL 2x 18' OZ. MAX SPACING. MUST BE ON OUTSIDE f 2X6m SECURED THROUGH NON-STRUCTURAL TNs' BLOCK W/!-llir' TAPCONS S TAPCON MIN. I Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM . cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8. OF EACH END f . 16' OZ. MAX SPACING. ❑ OR 00' P.T. NAILER 2XSow �.X4' SA�STO BLOCK W/2_%' DOOR CASING (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN.EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END f AttACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. MTp MINT Y xss�so w F1Y�,,iR f0e.m Vl.n�,W`! DOOR JAMB TO BLACK +3' E ALE. KT . 2X4= SECURE TO BLOCK W/ TAPCONS (MIK SHANK SIZE J45 MIR HEAD 812E 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END f NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING! MUST BE ON OUTSIDE 8 2X6m SECURED THROUGH SECURE TO BLOCK WA2-%' NON-STRUCTURAL %* TAPC0WMK SHANK SIZE TAPCON MIK 1 Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD 812E 300 MIK EMBEDMENT I Y49 8• C1 WITHIN 8' OF EACH END f J4• DRYWALL XB.m IS'O.C. MAX BPACINCs 2X 0 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-i(M' 2X SECURE TO TAPCONSIMM. SHANK SIZE STRUCTURAL MEMBER 145 WK2A2d WITHIN W OF EACH MIN. HEAD SIZE 900 END f 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y14 R CASING WITHIN 8' OF EACH END f DOOR JAMB OR WINDOW 18' OZ. MAX SPACING. TTAC 4 TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3" F BCALe, KT.S. 2X4= SECURE TO CLOCK W/Y4 TAPC011WMK SHANK SIZE 145 MIK HEAD SIZE 300 MIK EMBEDMENT 1 Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END f MUST BE ON OUTSIDE 4 IVOZ MAX SPACING. SECURED THROUGH 2X6 m NON-STRUCTURAL INS' SECURE TO BLOCK WA-1/4' TAPCCN MIN. I-Y4 TAPCONS(MM. SHAK SIZE EMBEDMENT INTO BLOCK 14S MIN. HEAD SIZE 300 . CMU MINI. EMBEDMENT I Yi) 1S' DRYWALL WITHIN 8. OF EACH END f 18' OZ. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK WA-114 76' O.SJ5. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN.HEAD SIZE 300 MM. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END f ATTACH TO 2X PER 18' O.C. MAX SPACING. MAWFACTURES DETAILS. MOIF Mil N ��D TO I.W� si�lp0ltll pC�D.l'! DOOR JAMB TO BLACK +3-7/18' %i RRiD011 TO BLACK +3-7/18" E, KTb, 2X4® SECURE TO BLOCK wt/4, TAPCONS (MIK SHANK SIZE J45 MIK HEAD SIZE 300 MIN. EMBEDMENT I Yi), WITHIN 8' OF EACH END f STRUCTURAL 2X IS'Or_ MAX SPACING. MINT BE ON OUTSIDE f 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPCONS TAPCON MIK I-Y4 (MIN. SHANK SIZE .14E EMBEDMENT INTO BLOCK MM. HEAD SIZE 300 MIN. EM5EDMENT I Y4') 8' CMu WITHIN 8' OF EACH END f 1S' DRYWALL IVOZ. MAX SPACING. I'X4' OR PX2' P.T. NAILER 2X8ma SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J MIN. HEAD SIZE 900 MIN. EMBEDMENT I Ya') DOOR JAMB OR WINDOW WITHIN S' OF EACH END f TTACH TO 2X PER 18' OG. MAX 8PACING, MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" n 11BNDOlI TO BLACK +3 3/4" as BGALE, KTb. 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngmup.00m L AA N: 000332E Y M Q mm 8Q� �eQQ a BUDDIV S.LOT. SILVERADO LOT 19 BLK 18 [PltOJMCT# 04128.002 19181 MODEIA 4EHB "2605- HAYDEN" GARAGE NRVWG: RIGHT PAGE: DETAILS 50 MPH EXP. 50 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 11496.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/I038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 307SB.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2027 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/08/20 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744076 www.ablaslgngroup.00m L AA N: 0003325 A IP tmDIV. de LOTSILVERADO LOT 19 BLK 18 R OJECT## 04128,0 2 9181 MODEL: 4EHB "2605- HAYDEN" GA12AGE 6WINO: RIGHT PAGIM PRODUCT APPROVAL LISTING 50 MPH E O�Fa.o nurc.n.A OPT.A .WAIp. L aeAN . rr. a L CPUAE . rr. C OL 1'CLD SSuw . R. L MAN • Pt. a A" '" A- ® ,FOLD .YI.aG.IR.. J. QmASa . rr. a s.asAU.PT. C 4. FOLD rr. C MM rr. a TLL F•r. C TOLO pm .Dna,PLA4m Na r 0 FLAnSaFLA4U a,TaS 7gMr SEAL FCLD. Q2 EOL art. R.40W M I ® KIC KO UT DETAIL � I "o, *CLa. T W1R SaK /MD On NTA11 iaarart 1LASIatl AT aDTTOM Q M? . aaL NT6YECilON. WOOD SHEATHINGS OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WIRE, 4 TAPE OVER RO0F/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) — GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO a '� SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003326� � ra 94 5 b BQQ� mBQQ BUBDly aE Lwo SILVERADO LOT 19 BLK 18 pmon=T* 04128.002 19181 MODEU 4EHB "2605— HAYDEN" CARACE 8TIMO: RIGHT PACE: WALL ASSEMBLY DETAILS 50 MPH EXP. Dj LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING NOTE: - - - - - METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (BLOCK BUILDMG PAPER OVER *GIUIOC FLASH' PIPE THROUGH WALL V SELF ADHESIVE— PLASFIMG (INSTALL PER MANUF. SPEC:SJ DUILDING PAPER — UNDER 'MIC K FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METEF VERIFY LO MrcGfi I V riGVG I V G STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION 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 �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :�O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP WOOD SHEATHII APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO PA EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP #3 S' WRS LAYER 9, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP #2 WRB LAYER 9, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT ®—SELF-AD14ERWG FLASHING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA p: 0003326 [us ISO D 4A 11a laoixcT# VHDZV S. LOT SILVERADO LOT 19 BLK 18 04128,002 19181 MODEL: 4EHB "2605-HAYDEN" GARAGE 87rMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH W. MW 03/05. 1/4"=1'-0" A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING a 71- O.CJ CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � p�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.00m AA k: 0003328 Y pp y 6IN Y � o ~ J L, BvsDiv as LOT. SILVERADO LOT 19 BLK 18 PROJECT* 04128.002 19181 MODZLA 4EHB "2605-HAYDEN" GARAGE 9WOCO: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH E . ���t� tR UIOOD 6WEATHMG U ARMEIER ItIVE \ �THERR 14E"TIVS ,4f \\ �1(�' X 7 Ya' a FLA u�v IIVEAL AOMMt `\ i q RPMeTIVE DAIRIVIE 6TAMMMOTMI- / �� > uEERIRMOTIVE DAMI \ \ y w- O'GEWINQ °NERIN6 GALV'D METAL 4ALr PLASMM ArRnti° ATED X 6' OMILATED I uWv TRM MEMlER \ / OR AR�ROVEDD /EALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841—OS, MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com AA#:0003325 qq Y l 6 SUHDIV. ae LOT SILVERADO LOT 19 BLK 18 PROJECT* 04128.002 19181 MODEit 4EHB "2605- HAYDEN" GARAGE NWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH W. \ \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I\ 1/8' TEXTURED I FINISH * WOOD I �� 1/2' TEXTURED FINISH o CMU METAL FASCIA \� WRAP YS' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) `\\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ©FLAN A 2X6 SUB 7\\ 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH f ' WRB LATER sI, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIP115ER BUILDING PAPER <t- --- (FRAME ONLY) l ROOFING CEMENT ©FLAN 5 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) "1/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED / FINISH ao CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE - KdCK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH * END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL x z.. ..: \x x 3�4 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 i 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 x x x x x x � x x x x x �C7�Z�x x .. SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.abdeslgngroup.00m AA #: 0003326 Y f cl a SVHDIV. 8s LOT: SILVERADO LOT 19 BLK 18 PROJWT# 04128.002 19181 MODEU 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. 7E-1 o I I 4 4" CONC. w SLAB 3 ir r'-------- FM-16x18— —1--- ----4--� 10'-0" 11'-8" 15'4• 2'-8" 4 I Im I �I m w § TOP OF SLAB 2 I J I � U� I F3 wO I d n 20'-5" 9 `I riz CW-,2x,2 I Iin, 172L - B O I ii F-2 CW�-12xir1' w zo — — — — — — — 4" VC :. id I I UP TO 2ND FLOOR rn u Ujj W r in (FIELD VERIFY I 8 CH a E I Yrr-1 EXACT LOCATION)�` 1.1 5 0.0. �F$ p 8 y I I 1.1 3' TOP P '4 ? 9,_5" 9,-3" 9.-0" 2,_8" 9,4" A 0 t #3 TRANSFER STEEL za• D.C. MAX �@ Ro" FIN. EL IN F. CONC. SLAB Iw xI L _ FM-16x18— I� 4 4 1.1 1.1 9'-8• T-6• 0 ILL 01 M FM-16x,8 . L ---- FM-12x18— v lV v tV 6,_8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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. B. 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, OINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED X-0" O/C MAX, SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 WIAXWIA OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2) *Vs - (+)0'-0" FM-16x18 16" CONTINUOUS 18' -7703 s + •-0^ FM-20x18 20" CONTINUOUS le, - s FMCA608 IS$ CONTINUOUS 16, - s - VARIES CW-1202 12" SEE PLAN 12" - s - No' —a' CWC-1202 12" SEE PLAN 12" - s - VARIES F-2424 24" 24" 12" s s _ (+)0".0^ TE-1 8" SEE PLAN 8" - e -)0'4" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-7744078 www.abdeslgngroup.com L AA #: 0003325 0 tltnoDIV as IAT SILVERADO LOT 19 BLK 18 PROJWT# 04128.002 19181 MODEIc 4EHH "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN 50 MPH EXP. 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d_ IL CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS .• Q0 SPACING REQUIREMENTS LLI{ — ' s GARAGE DOOR Lu U W RECESS m J �a < I. e!{� o�'' '''r FM f g� /a/1 2C 8" CMU WALL O 8" CMU WALL • CORNER BARS, SAME SIZE AS BAR I W Lu 6" O 62 "° Z_ +- D'-0" IN FOUNDATION WITH 30" LEG EACH d '. J = Yif o +- 0'-0• WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB cn TOP OF SLAB I .."I SO THAT THE STEEL REINF, IS CONTINUOUS [y,.�- .�---y °- EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER - VARIES SEE SLAB SCHEDULE TOP OF GARAGE °I MATCH AMOUNT OF CONTINUOUS BARS I•L°1 '- v. �" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE=p. CURB FOR MASONRY UNITS SET AT ELEV: • 0 JOINT -4 JOINT (1STORY) 6" CHAMFER (2-STORY) 18" EXT. PORCH SLAB W/ 1/2" ISOLATION 4" CHAMFER (1 -STORY) Il ` 6" CHAMFER (2-STORY) •.• (WHERE (WHERE - • • 0 APPLICABLE) Z #1 24" SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) •TQ Z 0 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 38„ FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST E� AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO #6 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE (D@ GARAGE SCALE: 3/4"="0 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-D' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE a IL PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT. Oa, g SECURED W/ 2- PART PROVIDE OBL, TOP PLATE SECURE ST. PLATE TO 2" CAPPED Ll ] EPDXY. MIN. EMBED SLAB WI10d MASONRY GALVANIZED PIPE d V' ONO NAIL 16" O/C STAGGERED. ADDITIONAL METAL W/FLANGE @ BASE O FOLLOW ALL MANF. C SPECIFICATIONS FOR CONNECTORS NOT USE AND I REQUIRED WHEN NO 9 m H PREPARATION OF " n UPLIFT IS PRESENT. t HOLE. Z C SEE SLAB SCHEDULE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1l4" p 0 +- 0'-0' TAPCONS QQ• TOP OF SLAB 4" CHAMFER (1 STORY) 6" CHAMFER (2STORY) A. =AND ULE SIZE NTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION O SCALE: 3l4'=1'•0" 5 6 SCALE:3l4"=1'-0" (NO UPLIFT) SCALE:3/4•=,-0• LAP TOP PLATE A MIN. OF 48" AND NAIL W/ ISd COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED C PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS 16" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT a REQUIRED WHEN NO C /n - Z 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) oa 8" CMU FILLED CELL (TYP,)TOP 0'-0" OF SLAB o TOP OF SLAB +-0-0.12"DIA. TOP OF SLAB4 SEE SLAB SCHEDULE • 2X WALL FRAMING SIMPSON STB2 BOLTS 5" EMBEDMENT INTO WGROUTED EXT. PORCH SLAB • SEE SLAB SCHEDULE 4"CHAMFER (1-STORV) WMINIMUM a CELL, 4" FROM ENDS AND 12" ISOLATION 8" CHAMFER U n • 16" O.C. VERTICALLY MAX JOINT JOINT (WHERE (2-STORY) • ` ° y APPLICABLE) 2 MATCH STEEL a M#71 SEE SCHEDULE 6" PVC CHASE 2 REINFORCEMENT PER SCHEDULE 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD,BAR SIZE AND BAR QUANTITYPVC CHASE PER SCHEDULE DL�� 314"=,'-v (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 12 SCALE: 3/4"=,'-0" SCALE: 3/4"=V-0" 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroupeom AA #: 0003326 TF Y .>Jy S Its b C 9 OVODIV. ae LOT SILVERADO LOT 19 BLK 18 PROJZOCT# 04128.002 19181 MODZ0I2 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 50 MPH EXP. FIRST FLOOR DOWEL PLAN SCALE: 1l4' = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwAbdosigngroup.com L AA N: 0003325 J BQAQ � Q®Sy �C�QLj�11 !;4f aysDIV. as LoT SILVERADO LOT 19 BLK 18 P$oj=T# 04128.002 19181 MoDMU 4EHB "2605- HAYDEN" GARAGIC OWING: RIGHT PAGO: FIRST FLOOR DOWEL PLAN 50 MPH E DP TM 03/05/20 8CAIX-. 1/4"=1'-0" skmc= s1.2 TIE VERTICAL REBAR TO ERIZATIONAL REBAR WI 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. 9 TO HORIZONTAL REBAR W/ 10" HOOK a. GROUTED BOND BEAM Z � VARIES PER ELEV. •- B o 0' al, a #5 BARS m 0 1. m b 10" HOOK B" O CLEAN OUT REQUIRED O cZcyy O141 ' a �.: a .a �T •+ a •—• y ♦• Q FOR INSPECTION ro lD to`ilc 0' O v M a K a 1-0 '-0" FIN. PLR. 0RTICAL O ���; . TIE REBAR . • a TO HORIZONTAL ■ 4 ° REBAR W/ 10" HOOK BAR SIZE 48 BAR OIA. * 1 • Z w Ll m 00 #3 18" #5 30" CMU UNIT NS ARE NOMINAL SIZES zi OFFSET METHOD CONTINUOUS &4R SIZE 48 BAR DA. #6 36" #7 42" HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL METHOD ##44 24- •��/�;_j\\� MASONRY SYMBOLS \ / SCALE: 3/4"=1'0 REINFORCING REINFORCING #6 36" &— — SCALE: 3/4"=1'-(Y' SCALE: 3!4"=1'-0" pLu > NEW REINF. BAR SECURED W/ 2- PART CL a EPDXY. MIN. EMBED g 6", UNO = Q FOLLOW ALL MANF. V) ( SPECIFICATIONS FOR 2 ¢ USE AND PREPARATION OF Z m HOLE. WQ a W .e a. STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774.4078 wwwAbdeslgngroup.com AA #: 0003325 a � � 5 gusDIV ae Lotil SILVERADO LOT 19 BLK 18 PROJECT* 04128.002 19181 MODEL& 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH E3m FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177' * x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK C1FAX R�IFET10N REMARK ( (2)2X8 BEAM SCHEDULE MaMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WXHZE , REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING 081 MASONRY 30M 8x16 i (7)#5 (7)#5 NIA GROUTED SOLID BB2 MASONRY 3000 8x8 (1 '9 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH M1B om wo-Is W13-0 efls,3 +teas rwis Ewa warns eN34N N34.ts OW48 ~z Ewa 6s »34 TYPE LENGTH 8116 RC2AU TYPE LENGTH N&IT eN-a e1:•tt Ntear tr»4r 3F7eaT etv3tr ermar 4AF7T ItR4R NN4T 3t663T rastt 6Rea7 314r (� PRECAST 7281 NN V19 NN "" IM NN tank Sd (42•) PRECAST 1024 1SIS rd (4P') PRECAST ,N 2N WN 4304 m NN IWI 3N 403 N73 7N7 N74 IM IWO /N 2N sm 4m am 0132 ml 4a (4S') PRECAST i968 MN 2m no 4N NN 7m Nn 4'a (4r) PRECAST 783 1300 #a (4r) PRECAST an Nab m 3Me 4m NN N» m 4N 6113 707 NN ,aN 11N INS 2N 30M N76 4m 6N on 4'-0' (61) PRECAST, 150 NN 2110 Nat 37N 4m SON NN 44)• (64') PRECAST F41 501 1073 W-r (84') PRECAST IMF SO 2N7 3m NN m1 6m 21N 43M 6113 MY W2 ION 116N IN? IND VV 3m 4M 4711 6m SI' (64-) PRECAST 1217 13N /43 t6N eN eta eN 43N VW (64.) PRECAST 411 745 " 1e49 PRECAST Ate /7 sm NN 3N 3N7 4m 13N 3Na SO MT 7N Rate 1710 2m 3N 3N 3m 4NF-+V PRECAST 1062t4N 1N7NeNN3N6N» -10 P09 PRECAST 3 8 818 8-10 (70� PRECAST m tm NN SIN NN 41NP0) 43N nN mm NN N +N7 I NN I SO 3N7 1 3011 ON 8'd (7B') PRECAST 9011 1N 217Y 3t1a 3N1 37a7 an Net ra (7B•) PRECAST EST n'! 400 e'a M PRECAST N , 1 93N NI ,3N 21n NN en eN NN N 11a7 I 16N mN xno I Nt I »1z (W) PRECAST 743 ,OH Im NN 23N m313t INS Td (00•) PRECAST 4m634 mTa (90') PRECAST IV , , aw m7a Iml 1rN IN/ NN am 6N7 Sam 727 12N INS o 201 1 mu an 914'11 PRECAST ( N 1Na ISW 2Nt 34N Nw m (712') PRECAST 338 512 230 W-' (11r) PREMA87 m 7N t ,4w 16 21n SO m INS Ima 2N4 WE IMPd an WE 1314 /eN tN I east 28141 lad (128� PRECAST 476 N m 12n 2N 2777 21D N6 10'd (126� PRECAST 284 401 180 10'a (12S') PRECAST m 673 61a /1M 1N 1 2N1 60 INS /N NN am 47N N N 11N tm Im Nw no 11L• 1 ( PRECAST N 38 1N 180 34M 31n 4N tPd (+9C) PRECAST 260 462 164 17'1' (188� PRECAST 4w Sat N6 NV m Ni Im m Ne 1N t6N 31N NA 4aN 4M m t ,m te13 Imo 21n Ira (TINT PRECAST 987 6N m ,2N 1N 21N 2N eN tra (144') PRECAST 2N 102 197 ira (I".) PRECAST 470 4N 7N N6 , 1N 6N m Rex 1N 2IN NO NN 4N N w Iw 33» 1>r�• (+ PRECAST m 76e 1m wN 1N Ate NN 1ST• (t!0') PRECAST 217 324 110 18'i' (180� PRECAST 411 3N eN 7N 464 1 1m m 7N ta» t4N 1N 33N Nee o 40 1m 110 w ,N7 ( PRECAST 14'a 1 279 424 7N IN2 1N fen 21D NN 14'a (186� PRECAST 206 293 100 11'a (1N') PRECAST N N 63a 7N N ,27a 4a »6 INS 130 1N SIX SN 4N 4N 717 SM IN7 ES 14'0 (17W) PRESTRESSED NA M M M M M M M 14'a (178� PRIG N.R.2M 91 14'd (17S') PRESTRESSED N 316 N4 316 6N 4N m NO 6N m tet 1137 17N NI 1N tm NN NIf 2N7 2N2 16'�' (184� PRE87RESSED N.R M Nt NR Nt M Nt Pit iSd• Vaq PREB1>iES891 N.0. 269 89 ISW (1641 PRESit�ED Nt N 31 as 44N N6 en 0 7N ett 1034 14N 412 »0 INS ,7N 2N Sao Nt3 ir4' PSI PRESTRESSED NA Nt M M M M M M M tr4' (20M) PRESTRESSED N.R. 194 84 1T4' Wn PRESTRESSED /n ,N !N 3a1 411 m M 7N N 7N t2N m 1m 6N No is feN ,w eea 194' (282') PRESTRESSED NR N4 M Nt Nt M Nl Nl 19'-4' (29r) PRESTRESSED N.R. 148 62 11mm mn PRESTRESSED IN 7M N 3N 3N 4N 4n m an 40 M7 m INT N 4N 7N MR I 1616 Tm 214• (268� PRESTRESSED N.R 1N M M M M tN M 21'�• (2S8') PRESTRESSED N.R 125 42 21'�' (260") PRESTRESSED ,N 1N 3N 2N 767 m 3N 6n 4N m N N MISS ,aN IN 3p N N 1114 13N wN 2ra (284) PRESTRESSEDN.R Nt NR NR to Nt "It 1N 27-V (2641 PRESTRESSED N.R. 116 40 2rd (H') PRESTREEM 1n 1n /n m N6 N m m 4N N N N 6N N 3t6 3N 7N 1N7 teN INS 2Xa Mn PRESTRESSED N.R. "" MI. M M M M M 24'a Mn PRESTRESSED N.R.91 33 W-W (2N') PRESTRESSED tN IN Sp m N7 310 3N 40 4w NSj m 79Y 4 637 m tN f6o 430 6N 6N 1Nx 1N2 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT RESAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY2015 EDITION - PRECAST PRODUCE BY WHERE TO MEET OR E>MED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM P OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 160726.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4' = V-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32760 PH:407-774.6078 FAX: 407-774-4078 wwwsbtl6signgroup.00m L AA #: 0003326 i $XMDIV. ae LoT. SILVERADO LOT 19 BILK 18 PROJECTtjt 04128.002 19181 MODELa 4EHB f12605-HAYDEN" GARAGE 8WMG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 50 MPH EXP.19 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=l'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM l—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM Wl STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 314"=i'-0" tJG��O� IT IS THIS ENGINEER'S INTENT THAT XFXX - iTHM/08 INDICATES A DOUBLE BOND BEAM AND XFXX-1TIOM108 INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY SPECIFIED $O THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1C' DEEP. 71DTH # OF #5'S, IN 2ND BOND BEAM COURSE 16-1 T/1 / B NOMINAL—f� HEIGHT L (1G kSC Top (COURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST •319" WINDOW Z ..a SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION x8" BOND �`1#5 BOND BEAM 1#5 TYR 817c16" BOND BEAM SO DBL. BOND TOP OF BEAM WI (1) #5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM TOP OF Wl(1)#6 am .`. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM Sx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" EK. H OR BEAM DESIGNATION �f 8x8 PRECAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS me . d, Eb -410 SINGLE#SCORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Se FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 S���.=V-0"=V-0„ WOOD 8=01 FABMOWAVA E6 =2' MIN, 2 }" MAX a.=2}"MIN. 9-MAX W� MIN, 2 }' MAX %-21' MIN, V MAX Wm &=1}"MIN, 2} MAX ea = }" MIN, 2 }' MAX Ue =2" MIN, 2 }' MAX se = 2 }" MIN, 9" MAX &=1}'MIN, 2}' MAX ea=}"MIN, 2}'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: 4 = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS %= EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. J."I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeaigngroup.00m L AA #: 0003325 9�31 FT Y tT �y�QC 7 111111113 40 x Ovaasv ea ror: SILVERADO LOT 19 BLK 18 llplmojwcT# 04128.002 19181 MODEIt 4EHB "2605—HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 50 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od It 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW. DOOR AND CLEAR SPAN OPENINGS. T. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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 R BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Y2"x5 )¢") SYP. HTT4 W/5/8" DIA x 5" 5/63.1A PT., WOOD POST EXP. BOLT I ---------- FIRE L--------J FLOOR -� 2X4 NAILER FOR DRAFT PRE -ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS '1 I 314" PLYWOOD , ! DRAFT STOP PRE-ENG. FLR. JOISTS �YI I I rI 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS GIRDER TO CM WALL W/ SRMPSON LGIU 254808 W/ (6) 318' x 4' TREN HD ANCHOR AND (8) IW x 2 1rr SDS SCREWS TO GIRDER. -17M 11 77 FT4 II II II II II II II II II u n n n n n I I n I I II II II II II II II II II 4-4- 4- 11 11 II 11 II 11 1 1 I II II II II II II II 11 'II II LI I I I I I I I 0 WOOD SYP. NQ2 I I 11 11 I I I STUDS C I I I I 11 II II II II I 12" O.C. FT2A FT2G _ 1 4 - PRE -FABRICATED RAOR TRUSSES Q?A' O.C. I � ggR A R NR u 11 I I IS I I l^T FT3 II II II II II,I II II II II IIII II II II II II II II II I I 11 it I' � -fHl ---- 4 '- 4 --� n n .. I. I. .. II II II ZA IIII II II II II W I I 3YP. N0.21 I' STUDS � IIII II I I II II 12" O.C. IIII 11 11 II 11 II II III IIII II II II II IIII it It 11 1 DRAFTSTOPPING q ALONG THIS TRUSS AS TO AlPROVIDE I LIMIT AREA TO 1000 S.F. I I PER FBCR 302.12 11 D SEE DETAIL IS SA) I I I I I I ql I I I10 II II II II II II II II II II 11 11 11 II 11 II 11 11 11 11 � II II II II II II II II II II II II II II II II II II II II II II II I ', I II II II II II II II II II II II II II II 11 11 11 II 11 II 11 11 11 11 FTi u u n n u u n u I I n II II II II II II II II II II n u n u n n I I n n n FIRSTFLOOR FRAMING PLAN -0 1"I N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 gill O SVHDIV as LOr. SILVERADO LOT 19 BLK 18 PROJECT* 04128.002 19181 MODEIA 4EHB "2605- HAYDEN" OARAGE BWDTG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 50 MPH XP. DAT : 03/05/20 SCALE: 1/4"=V-0" SFIEET s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 } NAILS TO TRUSS {2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS OSL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) I6d x 3 4" NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1b lc TYPICAL TRUSS/ GIRDER CONNECTOR(S) ENGINEERED WOOD TRU Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 � NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALU/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \--A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t x 5" TITEN HD TO CMU AND (12) BOB r x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) BOB }" x lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDER 2z SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) } x 5'7ITEN HD TO CMU AND (18) SDS }" x 3" 1X2 SECURED WI IOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S 2b 2c TYPICAL ROOF s(i)GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1 /4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 314" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES 4'-0" O.C. (AT SHEATHING W/ 10dx1/2 HOG NAILS 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) (� EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE (I) "X" BRACE 0 CENTER / DIA. TO BLK W/ FLOOR (2) W BRACE DIVIDED EQUALLY OL ANCHOR BOLT W/ GIRDER FROM CENTER TO END, HIGH WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED, AT 32"OC MAX. INV PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX S/8" GYPSUM BOARD OR 112" HIGH TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (2)10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) INSTALD TO BE Q LE I6d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE H74 W/ 5/8" A.B. WITH MIN, 7" EMBEDMENT TO SLAB 8 (18) I6d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING . a. 12" GYP. WL. 80, - e BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SOALE:3/4"=1'-0" ° (,'�GIRDERNVOOD POST CONNECTIONS J SCALE: 3/4"=l'-0" 4 FLOOR TRUSS CONNECTION L.B.W. SCALE: 3/4"=1'-0" (NO UPLIFT) DEPTH 1/4*0 —HOLE EDGE >518" —HOLE DIAMETER 215*0 SGL. STUD OUTER 113 OF SPAN ONLY EDGE >5/8" C - SIMPSONHGUS28-2 G <2400 LBS, U < 2560 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) l6d GALV. NAILS FL#17232 BTM. HOLE DIAMETER D-SIMPSONHGUS28-2 G <4800 LBS, U <2650 LBS W/ (4) 3l4"WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 3/5'D DBL. STUD EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 E - SIMPSONHGUS283 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4" WEDGE-BOLT/JSOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 WOOD LEDGER STUD NOTCHING ATTACHMENT DETAIL AND BORING LIMITS SCALE:34"=1'-0" 6EDGE CENTRAL 2z'MAX. w/ 8'EDGE SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE rvP 7VP CHEDUL SCHEDULE SEE FRAMING LAN LEDGER SPDAI.ICE (OR ° LEDDGER BD.) :E SCHEDULE FOR J • SEE LEDGER w EDGME • 2) 2X10 SYP P.T. DLT SIZE 51/2" SCHEDULE LEDGERBOAROT08E IN. EMBED. (TYP) 1. ENSURE THAT EXP. USED WITH O.W.T. BOLTS/J-BOLTS ARE PLACED El 13 INTO GROUTED CELLS, 8" FRONt H. ALL AROUND BOLT, LEDGER 2. END OF FRONT AND REAR ? LEDGER SHOULD LAP A MIN " i OF 4'-0'. (2)2x10 m 3. ALL BOLTS TO HAVE SYP PT Z WASHERS z °D g 4. EXP. BOLTS/J-BOLTS °J (2) 2X8 SHOULD NOT BE ANY REAR SYP PT CLOSER THAN 6" OIC. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE laousizi WEIDOIfiT ai1RALwcm A DOUBLE 2X8 1 12" 1 8"1 16" O/C E DOUBLE 2x10 1 (2) 3/4" 1 8•1 1 22" O/C WOOD LEDGER DETAIL 10 SCALE: 3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m VA Ra ■ BLMDIV. A. LAT SILVERADO LOT 19 BLK 18 PROJECT# 04128.002 19181 MODELA 4EHB "2605-HAYDEN" OARAcsE BWnM: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH XP. SIMPSON H6 W! (8)8d COMMON NAILS 2x STUDS y—J�- SIMPSON H6 W/ (8) Sd EACH END DBL PT 2X6 B G EEST COMMON NAILS, EACH 3ETWN RUSSES 10d O PLY END EVERY STUD OR ON INTO LEDGER AND 10tl ®3" O.C. #8 WOOD SCREWS z 2" FLOOR DECK EACH END OF "BUNDLE" STAGGERED UPPER PLY INTO 2x6 NI LONG 3" O.C.; OF STUDS BELOW #8 WOOD SCREWS STAGGERED MI PLYWOOD FLOOR x 2" LONG ® O.C.; ASSHOWN IN DBL 2X8 JIIIIII, SHEATHING STAGGERED OFF 0 CENTERLINE OFF 2x6; NI LEDGER TO CMU WI 1/2' EXP. BOLT 8" CMU WALL 3/4" AS SHOWN 8" CMU WALL AT 16" O.C. AND 8" FROM NI REINF PER PLAN REINF PER PLAN END W! MIN S1/2" EMBED. = SIMPSON A23 FLOOR DECK PER ELEVATION EA. TRUSS q" PER ELEVATION AIUPA NNG PATTERN N NALLING.G PPA-TTERN p i 20 PT TERMINATION — 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (8)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0" DBL PT 2x6 BLK NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN O C #8 WOOD SCREWS x 2" LONG @ 3" O.C.; NI STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU WI 1/2" EXP. BOLT NI AT 16" O.C. AND 8" FROM IM END W/ MIN Si/2" EMBED. uI FLO q„ NA8.M1(i PATTERN 2x4 P.T. CEILING [v FLOORTRUSSES (SEE NAILER WI FRAMING PLAN) MASONRY NAILS 012"O.C. REPAIR DETAIL IF 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5TO EXTERIOR WALL FLOOR TRUSS OR J PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2" HOG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3l4"=1'-0" SECURE 2x6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8" O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2x4 P.T. CEILING `PRE-ENGINEERED WOOD NAILER WI FLOOR TRUSSES (SEE MASONRY NAILS DBL 2X10 LEDGER FRAMING PLAN) ® 12" O.C. 1X2 FIRESTOP SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 SCALE: 3/4"=1'-0" PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE �CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0" 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER WI FRAMING PLAN) MASONRY NAILS ® 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL D4TO EXTERIOR WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWgngroup.com AA 8: 0003325 Is a stMDIV. d LOT SILVERADO LOT 19 BLK 18 PROJECTIM 04128.002 19181 MODZU 4EHB "2605-HAYDEN" GARAGE SrIING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 50 fipH I VTCR SPACING (1) AT EACH END ti 5 VTCR AND 6'-0" O.C. MAX. I IIjL� \ .11 of 0 SIDE VIEW PRE-ENGINEERED TRUSS CONNECTION 1VALLEY SCALE: N.T.S. 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA A: 0003325 O MiL aVHDiv. ae LOT: SILVERADO LOT 19 BLK 18 P1eOJECT/L 04128.00 19181 MODEU 4EHB "2605— HAYDEN" 0AItAOE 91117Na: RIGHT PAOIC: DETAILS 50 MP E 39'-8" 17'-4" 14'-0" 1 4 2.1 .1 J J ULU U O O 4 LL 10 0 3l4" TOP OF DECK OPEN o b a e i — — — — — — — — — — — — — — — — — — — — — — .J 7'1" T-0" 2'-0" 18'-0" 21'-8" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdosigngroup.com L AA M: 0003325 Ils Y 5 Q 9 b Jill no avaniv ae LOT. SILVERADO LOT 19 BLK 18 PRO"' 04128,002 19181 MODEU 4EHB "2605- HAYDEN" GARAGE BMWO: RIGHT PAGE: SECOND FLOOR DECK PLAN 50 MPH 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774 6078 FAX 407-7744078 www.abdosigngroup.com L AA B: 0003325 0 Y m 5 b aUDDry de LOT: SILVERADO LOT 19 BLK 18 PROJECT# 04128.002 19181 MODErt 4EHB "2605-HAYDEN" GARAGE BWDM: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 50 UPH EXP. SECOND FLOOR DOWEL PLAN SCALE: 114" = V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 117 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI. X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK REMARK �9C II�pN 0 (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (coo �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx16 (1)#5 (1)#5 NIA GROUTED SOLID B82 MASONRY 3000 Sx8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4rJOW-6RRBSB SAFE LOAD •POUNDS PER LINEAR FOOT /MSS SAFo GOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 84l0 Tor (421 PRECAST 2231 4'0 (48) PRECAST 1808 4'8 (641 PRECAST ism V-0 @1' PRECAST 1217 5-10` (M PRECAST 1062 94' (7r) PRECAST Soe r4r On PRECAST 743 94" (1121 PRECAST 554 194' (121h PRECAST 475 11-4- (186") PRECAST 382 1r4r (144') PRECAST 337 13W (16n PRECAST 296 14'4' (ldn PRECAST 279 IV4r (178) PRESTRESS® NA IV-r (1841 PRENIRESSI) N.R. 'r-c (266') PRESTRESSED N.R. 194' Mn PRESTRESSED N.R. 21'4' 01519 PRESTRESSED N.R. 2r4' C0141 PRESTRESSED N.R 2V-V On PRESTRESSED N,R. gmrf'"rr" ommo©o� �000m®oo l0000moo 0�00©00 mo® amm " REM oomo�oo �0®000�m mo"=r_ K=Nrc r_! om"Kzm 0momov_=c mm000�o boo©ooQ*�r O�m0�m0 oo©�omo boo®momo boo®omoo oo©omoo mo®mm�o ©o®omoo oomoomo D��D�mO IDmmOmmm Immm0m00 0000��� mmmmmmm IOmmm®m0 ImOm©m00 I��Oo�oo (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. 3W (421 PRECAST 1025 1024 1588 4'47 (4r) PRECAST 755 783 1300 4Ar (54') PRECAST 882 501 1073 ow (649 PRECAST 411 411 745 5-10• (10') PRECAST 340 330 016 94r (78") PRECAST 507 721 400 r-r Rn PRECAST 424 534 383 9.4- (11r) PRECAST 32B 512 230 194r (125") PRECAST 284 401 180 ll'-4' (13r) PRECAST M 452 154 Ir4R' (144') PRECAST 244 402 IV Irw (w) PRECAST 217 324 110 lr-W (IfIn PRECAST 205 203 100 14-0 (1Tn PRIBITRE ED N.R. 204 91 16'4' (184') PRESTRESSED N.R. 259 83 ir-C Mn PRESTRESSED N.R. 194 64 IFW Mn PRESTRESSED NA 140 52 21'W (2M PREM N.R. 125 42 2r-W (254) PRESTRESSED N.R. 116 40 2T41' (288') PRESTO N.R. 91 33 �m0000mo m0000mo m00m��0 o��o©oo 0000000 II o�!mQmmm omoomom '��rm�*�amo-ram- omm0000 OD®0�00 mca-crmcz��"+�r_ ©om r+camffcr �amamm�! IDmQ1K Q.��Q, '©oca��rc�o ®o�m,mmm MEMO= Q' C7' Q' ru7'il OQ��7'!Q1Q1C7!1C7� " aeer�as�1•arlrwairwar.�arvs"ar..�. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. .ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2D1S EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE MISTALLED PER MANUFACTURES SPECFICATM - PROVIDE M"WIM r OF WARM PAST EACH BIDE OF VOWN OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 A 8F16-1T/OM S 8F16-1T/OM/0B ( a, 1 � 9 � P GT ro4 8F16-1T/0M/0B „s 3 s' s '+o .a' U.N.O. PROVIDE 882 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'A" "a 0 A` s y£ � g � 1--, L — — J a " ( trayA, S ( 8F16-1T/0M/0B 2.1 '� t 8Fi6-1T/OM/OB 1 8F16.1T/OM/OB z' BF1B-1TIOMI08 1 modeopm n., L------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www,abdesigngroup.com AA #: 0003325 VO IDIDID $ $ 6 s �o I 23VHDIV k LOT: SILVERADO LOT 19 BLK 18 PROJ=T# 04128.002 19181 MODEL1 4EHB "2605- HAYDEN" GARAGE 8WINO: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. Dj FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 106 x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2718" LONG, WITH WASHER (8 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 LEIS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. L------------------------- i ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 Y CK LA r V m F sLMDTV. ae LA074 SILVERADO LOT 19 BLK 18 PROJIccT# 04128.002 19181 MGasu 4EHB "2605—HAYDEN" GARAGZ sWWG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 50 MPH EXP. D M 03/05/20 SCALE: 1/4"=1'-0" B*fz= s6 • A • GABLE -ENO ROOF WIND DESIGN PRESSURES NET (MOSS) ASCE 7-1 ZONE 1 = &97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT6"O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Ed GUN NAILS @ 4- O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, 21l2" 0.120" 170,000 wwil- (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2IQ" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 exreRloR m sHEA7}IR4C9 USE ill" C0O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 6 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL, 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES V Z W Y C4T1 2 W_ Li J_ Q Cj O rn O . C7 z Goo /$1 V QY Do ' N O . a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS MC CHCATLIIN!_ ROOF SHEATHING LAYOUT AND ENDWALL BRACING Bd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.&.(N FIELD J\ rYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE g1MAIRENfPAINEO CONCREIEEXPOSEDTOEARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6I1 EDITION ALL EXPOSED EDGES OF CONCRETE ARE 70 BE C4UMFERED yd'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF BARKER MEMBRME UNDERALL SLA8.40Nf,ROUW WHERE INDICATED ON PROVIDE 84AL CONTINUOUS POLYETHYLENE VAPOR BARRIER ELASTICITY-1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONSPRESSURE DRAWINGS. LAPPED S INCHES AND SEALED ADHESIVE TAPE. TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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 M 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. 00 NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6I1 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR 70 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 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND SE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. UN REBAR SHALL BE ASTM A81 T DEFORMED R 5 GRADE 40 IN CONCRETE BARS, SHALL BE ASTM A615 E MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. F O SCALE, UST A GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDAN DESIGN LOADS: W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICAT O SCE DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPI/WTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf ANDVERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED -non- 20 pef TOP CHORD conDurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #e BAR - 36' WOOD TRUSSES. 10 Pef STM CHORD -non-LV cwrwrlt #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD (7 Psf w/ASPHALT SHINGLES) (10 pef w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf STM CHORD 5 pat STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED 0160 MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING EXPOSURE B. RISK CATEGORY IO (NICE S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 6 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pe1, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS R ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE:: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pNTS: BALCONIES (EXTERIOR) DU NO7 CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE DECKS: 40 GUARDS AND HANDRAILS: GUARD COMPONENTS: SOOM PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICAND LE GARAGES: SOpef, ROOMS OTHER THAN SLEEPING ROOM: /Opsf, SLEEPING ROOMS: 30psf, STAIRS: AGE N SLEEPING R OM; 4 PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40PB1 MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL 8E SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW' 'SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5EMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMAANCENCE WITH ASTM C-90, GRADE Tm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENTTH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pet, FOOTING TYPE'M" GR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER 70 VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., UN O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH, ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,SOO PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB CONTRACTOR %KL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIORTO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM C-04 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MWMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DRAY IN SUCH THAT A BATCH IS HELD FOR LANCER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RE9PONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE RED ARED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED 70 EARTH ANDDR WEATHER I.IW FOR HAND SMALLER YFOR#SANDLARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-if7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B. Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE S. 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-0FF-THE-NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FA TENER MPLICATION S2E TYPE BPACMO REMARKS APPLILATKIN SIZE TYPE SPACMIG REAIAR(8 1#I FUPRING TO CASE HMOEN. COX S° GARAGE DOOR BUCK 1/P DM. TAPCON W9GAT 11/CEMBED., A-END-1 MASONRY/LONG. NNL „?LONG. TO MASONRY/GONG. NO WASHER FASTENER I -EDGE 013T. SOD, AL. E%T.000P4 CASE HARDENED C00. B'OIC WINDOW,DOORI FASTENED GARAGE DOOR BUCK 2"OU.WI 1WASHER ExPANSION80LT RY OIC P EMSED.,A'ENO T. 1x PT.MENOTEe NAIL, IR'LONG. STAGGERED INTO MASONRYI4 NC. TO MASONRY/DUNG. Y'EDGE DIRT. w-BUCK .. HAAOENEO oos P•ac wwoovmoovFASTeNEo METAL STRAPro CONTACT THIS ENGINEER FOR SPACING tx PT, BEE No. NNL,-LONG. STAGGERED IN. wsau+TroDNL. MAsaNR -c REQUIREMENTS E%T.9WWG DOOR p)SM9M. TAPCOM „IY EMBED, T END. NON�BEAPoNGWOOD ,R^ E%PANSION PEMBED. x•ENo BUCK 911. SEE NOTES NO WASHER ,C WC DIET.,„?EDGE dST, WALL TO CONC.BUB WIWASHER Bq.T 1P OIC DIET., rEDDEDL4T. .-BUCK WMDONBUCK 0.19e°PAT x11T P'OIC x" END. DIET., 1 CO1R° PT TO STEEL L., SEE STAGG WI WASHER ERED EDGE DIET. wree 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE WILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD L.NGWOOD,FL32750 PH: 407-774.8078 FAX:407-7744078 www.abdaelgngrGup.com AA#:0003326 v iE a O Y d ppp � G6 i aUDDiv ae 1.OT: SILVERADO LOT 19 BLK 18 PROJMCTO 04128.002 19181 MODRIA 4EHB "2605- HAYDEN" GARAGE 811DTG: RIGHT PAGR: DETAILS 50 MPH EXP. 2020 4r-