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Home My WebLink About7005 Silverado Ranch BlvdV 99 260 5 -4EHB -HAYDEN 99 L1, 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS • FBC RESIDENTIAL 6TH EDITION (2017) ABV. A/C ABOVE AIR CONDITIONING MFR. MIN MANUFACTURER MINIMUM CERTIFIED BUILDING CONTRACTOR: " •FLORIDA FIRE PREVENTION CODE 6TH EDITION ADJ. ADJUSTABLE. M.T. METAL THRESHOLD • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION ALT. AMP. ALTERNATE AMPERAGE MID. MTL MOUNTED METAL DR HORTON HOMES ALL LOCAL AND STATE CODES BD. CL BOARD CENTER LINE N.T.S. O.C. NOT TO SCALE ON CENTER 12602 TELECOM DRIVE -OCCUPANCY - IMENTIAL, GROUP R3 CAB. CLG. CABINET CEILING PL P.B. PROPERTY LINE PUSHBUTTON TAMPA, FL 33637 •CONSTRUCTION TYPE - VB CONC. CIA CLEAR CONCRETE ILL. PLY. PHONE PLATE TEL: (813) 740-9720 •MA1. INTERIOR I7NISH - CLASS B iHASIc WIND SPEED - Vult=150 in CPT. CA. CARPET CERAMIC THE PLYWD. P. PLYWOOD PAIR FAX: (813) 740-9715 Vasd=116 MPH D. DBE D.G. DRYER DOUBLE DUAL GLAZED P.T. R. BAD. PRESSURE TREATED RISER RADIUS i EXPOSURE - B R.A.G. RETURN GRILL •1-STORY RESIDENCE - DIA. DIM. DIAMETER DIMENSION REF. AIR REFRIGERATOR •2-STORY RESIDENCE - 1W. HEIGHT AS PER LOCAL DISP. DISPOSAL RM. ROOM AND SPATE CODBS DP. DR. DEEP DOOR R.O. S.C. ROUGH OPENING SOLIDCOREEXTDR • STATE OF FLORIDA D.S. DTL. DOWNSPOUT DETAIL S.D. S.IF SMOKE DETECTOR SINGLE HUNG rQ PROFESSIONAL ARCHITECT: Ci �i EA. EA. HWAS iER EACH EACH 'HT. SHT. SHEA SHEATHING IST FLR LIvA4G II04 ba FT. ELEV. ELEVATION SEWS. SHOWER ROLAND A. ABOUCHACRA 2ND FLR LIVWs Sol ++5".• EQ. EVIL EQUAL EXHAUST SRd. SL SIMILAR SLIDING AR No. 93723 TOTAL LKIM 2605 Sa FT. EXT. F.GIFX. EXTERIOR FIXED GLASS SL. GL STD SLIDING GLASS STANDARD GARAGE 43-1 SQ. FT. ED, FUEL GAS SWS SHEAR WALL A.B. DESIGN GROUP, INC. FORCA ELEVATION W III Ga FT. FIN. FLR FINISH FLOOR TEMP. SECTION TEMPEREDGLASS 1441 NORTH RONALD REAGAN BLVD. TOTAL ELEVATtCN V 3153 Sa FT. FLUOR. FR. DR. FRENCH CEN FRENCH UOOR T.O.C. LO. THICK TOP OF CURB LONGWOOD, FLORIDA 32750 VxV PATIO W Sa FT, FIG. GA. FOOTING GAUGE T.O.P. T.OS. TOP OF PLATE TOP OF SLAB Tel: (407) 774-6078 GAR. LISP. GARBAGE DISPOSAL TYP. TYPICAL G.F.I. GROUND FAULT U.N.O. UNLESS NOTED Fax: (407) 774-4078 GL. CIRCUIT INTERRUPTER GLASS V.P. OTHERWISE VAPOR PROOF GYP. BD. GYPS UM BOARD W. WASHER H.B. HOSE BB W/ WITH H.C. HOLLOW CORE WD. WOOD DRAWING / CONTRACT DOCUMENT HDR HGE OR Hf HEADER HEIGHT WDW. Wm WINDOW WAVER HEATER REVIEW BY BUILDER INSUL INT. INSULATION INTERIOR W.I. WROUGHT IRON LA . LAVATORY THE BUILDER ASSUMES ALL LIABILITY FOR LUM. LUMINOUS INTERPRETATION OF THE CONTRACT DOCUMENTS. M.C. MEDICINE CABINET IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRrrTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TDMY MANNER. AB DESIGN GROUP TAXES NO A RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BURDER WHEN NO IM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. REVISIONS DESCRIPTIONINDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION ry na—r r - PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG PG PG PG PG PG PG PG PG PG PG STRUCTURAL SHEET # PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG SUB -DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG SNI-DETAILS DESCRIPTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 Wv AbdesW*roW.eorn AA M: 0003325 i y h 2 d O swan►. ao LOT. SILVERADO LOT #57 BLK. #6 PROJECTI/ 04128.002-57061 HODEIt 4EHB "2605- HAYDEN" GARAGE SWING: LEFT EMPH AFiCMTECT' _ VAAi. 41 rn ATIM 1/18/19 SCALE: 1/4"=1'-O" SHEET C1 rq GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WDRK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 131E INCHES THICK, OR 20L-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 K" SHEET STEEL V MN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R3028 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /84NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORCEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN'f,-INCH GYPSUM BOARD OR EQUIVALENT. SFFE 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, OWSITE 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. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-T 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 APPUCATION 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' TREK 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOORSHEATHING FASTENER SCHEDULE ONSHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE WAND THE MINIMUM AREA SHALL BE 8 FT .SQ. PUIIBN6 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3W PVC (SCHEDULE 40), INSULATED WITH WAMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GNE 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 COVER0138 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 FiIISMES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %* THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11AAND R703.7. FIRE RESSTANT 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 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 'A- 1 .1 N. RONALD RE. 1.1 BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www,abdesWngroap.com AA #: 0003325 d y tPi 0 q 0 OulwiV. do LOT•. SILVERADO LOT #57 BLK. #6 PlloJECT# 04128.002-57061 xonzu 4EHB "2605-HAYDEN" GA CAGE OWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DA 1/18/19 OCALE: 1/4"=1'-0"' 9321m T GN PAM 9 0 52-SIN EGRE88 (2) 3052-SH 6068 Stab. 1 21'-4'1 12'-4' M M2 BEW-V CC LrA m - 9 LIVING ROOM I I I I ROOM W-V cv. V-8' CLG. 3'-8' 6'-10' 3.-8' S�-8' 3'-8' T-2' v I (2) 2068 I I I I I A B II v POST I O I I 1 'Q N / YIC I II ^ 8W CC-G, I r Aw,L I I° ® Im C CIY I 16 , I I I I ^. 51�c% I I I I I I I I I 4'-0' `b 2868 I 8'-0' �'` 2'-8' 3' 0 77 5'-4' 3'-8' 9 W.H. 2868 SC- 20 MIN. STAIR DATA 16 RISER s 154' BOLLARD 15 TREADS • 10' A ARCH -- - imp H ; 5-S4 CLt•D a AS REO. PER SLOG. CODE I II 5_8. II 13_0. 9 GARAGE 8'-8' CLG FOYER g V-8' CLG.a' II,II iIIC FLEX,q III V_v CLO: _ 3068 0 ul III WA0' III TRANS III 1MI. 10' (z 2- l_6• g'_b, e PORCH 16'-0' X l'-0' 01-I. Y W-W Clc. i 9 , a e ran :9MI0wSO] oto01 01�� SCALE: I/4' • 1'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE t RESIDENCE SHALL BE EOXJIPPED WITH SOLID WOOD DOOR NOT LEGS THAN 146' (35m) M THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146Y35mn) THICK, OR 20-MMIJTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 11/2Y12.len) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 46'(15.9mn) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION= ENCLOSED ACCESSIBLE SPACE UNDER STAIRS 814ALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 Ric w°c�wo oa�sle OPBN(W Illam ZOE =IlrH=Md IBVJU NO TIRE FOIRAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA Sam MIN. 41 5 23/-29 CRITERIA 16010 O.HD. 112 S 20J/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT.=11, 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. OOMIIaLDJITEWO SQ.FT. CALC. S IST FLR LIVING 1104 Sa FT. ?HD FLR LINING 1501 SGI. FT. TOTAL LIVING 2605 50. FT. GARAGE 431 Sa FT. PORCH ELEVATION K• III Sa FT. TOTAL ELEVATION K' 3153 SQ FT. OW& PATIO SO SQ FT. MASONRY/FRAME WALL LEGEND 8'-8' BLOCK WALL UN.O ON PLANS BRIG. HOT. VARIES 8' BLOCK WALL UNO ON PLANS 18'-8' BRG. INTERIOR LOAD BRG. WALL UNO. ON PLANS 1 INTERIOR1 LOAD BRG.WALL UNO. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE NOTE, -2-8 LCUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THHRMA-TRU FIBERGLASS DOOR UY TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED UY SELF -CLOSING DEVICE (R3025.1) L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abde *Woup.com L AA M: 0003325 g L 8 ra 0 0 C 8UBDIV. & LOT: SILVERADO LOT #57 BLK. #6 Ppto"=T1p 04128.002-57061 ll[ODEI.: 4EHB "2605— HAYDEN" GARAGE 8VRNO: LEFT PAGE: FIRST FLOOR PLAN 150 MPH EXP. B DATM 1/18/19 SCALE: BIiEET Al i DELL. TOP PLATE 9 m BAR DETAIL ARCH DTL. A SCALE= IR'•i'-0' B WALE, I/2'•I'-0' a IO'-0 3/4' 2ND FIN. FLR V-8' BRIG. HGT. 42' µ WALF WALI UV GAP 3AV TAG SUB FLOOR GLUM A SC161W PER FASTENER xweea-E PRE-ENG. PRAMNG MEI.I9ER TRINSES STD MORM TO CONFORM TO FBCR A.TH EDITION (20I1) MIN TEAD.10' MAX RISER.T 9/4• !A6' STAIR DATA: MAX VARIATION IN RISERS(IREADB 18R l54' ADJIOENT TO EACH OTER 9A)' MAX IS TREADS o VARIATION N ANY RISCRRREAD HANDRAIL lo'• I- NOSMG CIIGLAR CROSS SECTION DIA TO BE 1 3, •-V4' OR PROVIDE EQUIVALENT GRASPAISILITY UINDERB- MIR A.• WDE • NARROW END MIµ II' WIOTW • 12' FROM NARROW END 34' MN. WANDRAIL HST. Nam, -ENCLOSED ACCESSIBLE SPACE LI DER STAIRS SHALL HAVE WALLS, UNDER STAIR SUFFACE AND ANY SOFFITS PIRO. CTED ON THE ENCLOSED SIDE WITH V2' GYFSUM BOARDS. FBCR 302.1. 0'-0' FIN. FLR. (2) LAYERS OF 3/4' PLYWOOD SKCM TREADS TO STtlNGEI! OR (2) LAYERS OF 3/4' SI✓D WSM 3' SO MIS • EA AH U FLOOR MATERIAL RIPS FOR STRINGER WTH FADED SHAW SOLID NAILMG TO EXTEND GEYONO T4IOOESS �\ OF SUB -FLOOR SWEATNIIG \ /4' KICK PLATE 1' MAX. \ N06W. \ I. MIN � STOR. \ \ xv SYP EfORCED OSTRufISSFLOOR ADaNx.dSt WR8e P-400 OR STILARRA \ \ \ HORIZONTAL P N \ 2 X 4 RE-INFORCING — a EA. 2 X 12 STRINGER SECURE WMd W-V O.C. U,'C,"'\STAIR SECTION SCALE= 1/1'•i' c \ 42' W. I!! / AW/ CAP MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB MORN S' OF EACH END. 32' O _ MAX HANDRAIL s 36' W/ 2X4 RE-INFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.T82 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14'1 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LAR oEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES m SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OP 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 NDRAIL SECTION 014---11-0. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77;ID;78 FAX:407-774-4078 www.abdes4ogroup.wm AA S: 0003325 of 8 w s 0 d 0 a.. b SUBDIV AR w7il SILVERADO LOT #57 BLK. #6 P1tGJECTQ 04128.002-57061 MODXL 4EHB "2605- HAYDEN" GARAGE AWING: LEFT PAGE: FLOOR PLAN SECTIONS & DETAILS 150 MPH EXP. B L f 0723h A.AR NO DATIM 1/18/19 aCALE: 1/4"=1'-0" axEET A1A SECOND FLOOR PLAN SCALE, 114 . P-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesWVoup.com AA#: 0003325 V m 0 0 SVSDIV. Ac I.' SILVERADLOT #57BLK. #6 PROJECT# 04128.002-5706 MODaL: 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGM* SECOND FLOOR PLAN 150 MPH EXP. B :onA ABOUCHACRA NO 03723 A DATM 1/18/19 OCALE: 1/4'=1.-0., A2 26'-8' BLDG. HGT., SHAKE SIDING 1 AS SPECIFIED g (TYPJ 6' TRIM BOARD 6' RAISED BAND 4'1 ZE BAND (TYP.) 18'-82ND FLIP— B�R's W.T - PYPON 16'X62'� DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND 10'-0 3/4' 2ND FIN. FLR.' 8'-8' CLG. HGT.. OPT. COACH------ L IfsHT 0'-O' FIN. FLR -0'-4' GRADE CMIN.J _ FRONT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINI 17 /g OFF RIDGE VENT OFF RIDGE VENT SHINGLE ROOF FYPON 16'X4H' DECORATIVE SHUTTER OR EQUIVALENT OIGTIDCII OR EQUIVALENT _ IH'-8' 2ND FL BRG. HGT. 4' RAISED BAND 6' RAISED BAND 3TYPJ 2ND FIN FLR 8'A' Bids. HGT. I— _ 6 ENTRY 45 I I TYP I I 4' RAISED BAND (TYPJ 8' RAISED BAND (TYPJ _ 0'-0' FIN. FLR -0'-4' GRADE CMIN.) AREA OF ATTIC ism SO. FT. NEr FREE VEMATION AREAREOUIRED = 1/30D REQUIRED VENTILATION AREA lsds M = 5.211 ENNLATION AREA X SCL INCHES PER Fr_ (144) = 7MB SQ IN. PAWREDRREDVENTILATION = SX 7SU IN UPPER PORRON OFATTN: - 3M4 SO. IN. OFF RDGEVENTILATION AREA = 115 Sa IMPERVENT RG 34 /M TOTALf OF VENTS REQUIRED = 3,307s3 TCrrALl OF VENTS/ROVIDED = 4 'AREA OFATTIC ISTHE PEMKIREROFTHE ROUSE, LffiTHE OVERHANG EXTEMOROF WALLTO DMMOROFWALL, NO OVERHANGS INCUIDED 2ND FLR, ,SIB'-8' 2ND FL R BRG. HGT. B v a LIZ VJ' THIM 2 COAT CEMENTA PLASTER APPLR3D I I DRRECTLY TO MASONFT I 4'R4' GALV. 'L'-TYPE I I FLA9HNG ftt N 10'-0 3/4' 2ND FLR I I 10'-0 3/4' 2ND FLR ROOFING CEMENT FIBERaL45e SNNGLEa O�•ER 90 FEL 7X.. SYP Pr LEDGER UV FIN. FLR./BRG. HGT. -- —t - --- r-- FIN. FLR./BRG. HGT. PAPER ON lA6. OJfD. aI-EATHIK OR _ V2S�D'TFIB.4DED ROD 32' 8'-8' CLG. HGT.4, I ( 8'-8' CLG. HGT. I/J' CDX PLYRIOOD SECURED PER OG 4 UT14N 6- OF EACH __--__--_—_--_-_-_-___-__ I f__� NAILING aCbEDULE END MAX. BET N SRPSON 6 I 45 TOP OF EOPD EH HK.N 671!lK.TN EXPDX7 4B LeU PIN FLR lP'ER ELEVJ. I I Leu-» y- 7R6 aYP RAPTERS OR I I TYP. PRE-OWD TIS18a PM i0 `r I I , ROOF SLOPE I I ELEVATION --- S MN. WWI OM SeATHNG—�� I I GUSSET TO M SECURED TO CI4MlEL FOR aOITR I I 2X6 MEMBEIfa OV 8d NALB LUW6 0'-0' FIN. FLR. I _ _ 0'-0° FIN. FLR LEA (p) IOdY I'-4' -0'-4' GRADE CMIN.J ------------------�—� --- _ -0-4' GRADE (HIN.) TO 2X6 JOIST 2 _0• 2Xa SYP PT LEDGER uv V2W THREADED ROD 82' OL. 4 ORTHN 6' OF EACH END MAX SET N SR7PBLN .4 aTRENGTN EXPDXY 6- MN M-NNED.. REAR ELEVATION n OVERHANG DETAIL SCALE: 1/4 a I'-0' TEXTURED FINISH Ei SCALE: 1/4. 1'-0' d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 ww abdesigngmupmm AA 8: 0003325 N om U 0 W 0 Fe C BVHDIV. Z IJoT SILVERADO LOT #57 BLK. #6 PltOJECT# 04128.002-57061 1[ODEL• 4EHB "2605-HAYDEN" GARAGE B7►II'TG: LEFT PAGE: FRONT & REAR ELEVATION "K" 150 MPH EXP. B [ PRINT DATE: 1/18/19 BCALE: 1/4"=1'-0" B3IEET A3K IS'-8' 2ND FLR E1RG. HGT. ------- I' -0 IV-0 3/4' 2ND FLR , FIN. FLR -0'-4' GRADE (MIN.) --� I OFF RIDGE VENT 5 2ND FLR ------ BRG. T. -0' 12 HIV-0 3/4' 2ND FLR F...... ...... ------------------------ ;-----'*IN. FLR 18'-8' BRG. HGT. o ENTRY y. I TYP. 0'-0' FIN. FLR ----------------------------------' - — - — - _0''4' GRADE (MIN.) FRAME DOIW FOR FYP014 IBKTIIXn OR EQUIVALENT IS'-8' 2ND FLR $RG.HGT. �--- 10'-0 3/4' 2ND FLR,_ _ FIN.FLRIBRG. HGT. -- 8'-H' BRG. HGT. ® ENTRY 0'-O' FIN. FLR -0'-4' GRAPE CMM.) --- LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT 5 ,�I8'-8' 2ND FLR. _______—� BRs� �T �10'-0 3/4' 2ND FLR --------------'-----'-------'---- -Y�------- FIN. FLR/BRG NGT. - �8'-8' CLG. HGT-8' CLG. HGT. RIGHT ELEVATION -GALE: 1/4 . 1'-0' TEXTURED FINISH d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdes4pgroup.00m AA #: 0003325 6 h W d 0 W 0 0 A 9UBDIV. 41c LAT SILVERADO LOT #57 BLK. #6 PROJECT# 04128.002-57061 MODEL.• 4EHB "2605-HAYDEN" GARAGE BwIATG: LEFT PAGE: RIGHT & LEFT ELEVATION "K" 150 MPH EXP. B DIUNT A E: 1�18�19 SCALE: 1/4'=1'—O" SHEET A4K ELECTRICAL LEGEND DESCRIPTION AMD SWITCH BWTCN SITGH m SWITCH UTTON ff CT 'TAT RECEPTACLE(Tt5vR0-AMP POLE) UPLEX RECEPTACLE PLEX RECEPTACLE (EOUIPPED ROJND FAULT PTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET AIIRED TO SWITCH) MER IOR WATERPROOFASFI CEP'TACLE (GROUND FAULT TERUPTER) 10V OUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOW 1-Q MOUNTED LIGHT EILING CI G MOUNTED LIT ENT LIGHT LIGHT CONCE PRE -WIRE AN WITH LICIT f l OT• PER 60. FT.) ffaagaS�ULB LGGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE ACK LIGHTING ATTIC LIGHT WITH PULL CHAIN{NDER CABINET LICIT ® k4' FLUORESCENT LICIT (RECESSED) ® -AW FLUORESCENT LIGHT (SURFACE 1:10UNT) 'x4' FLUORESCENT LIGHT (RECESSED) P x FLUORESCENT LIQ#4T (SURFACE OULECTRhn'AL HT HT (VAPOR PROOF) NTED LIGHT WITH J-BOX N PANEL (FIELD VERIFY (FIELD VERIFY 1�METER L MOUNTED) Q -BOX (CEILING MOUNTED) ELNG MOUNTED FAN 0 NT FAN (I CPM PER SO. FTJ .4 JACK DETECTOR (CEILING MOUNTED( ® I ) IMES TED OUTLET FOR "OWE TV JACK -F PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED 0 HOMEOWNER PRE-CONETRJCTICN MEETING. • ALL ID 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210J0fb1 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF 50 CFMI INTERMITTENT PER TABLE MI801.4 OF FBCR 4.TN EDITION (201T). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERJFPTER PROTECTION FOR PERSCNNEL ON FEEDERS) • WIRING METHOD SHALL DE NON METALLIC CABLE AS NEC 2014 ARTICLE 31DOA(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15N6 OP LIGHTIG MUST BC ENERGY EFPICIBNT TYPE PER FJSG ENE7Y CONSERVATION (RESIDENTIAL ENERlGY EFFICIENCY) 205. &th FJITION R104J IMN METER FIELD La� IRRIGATION OUTLET 4 4B' AFF. PRE -WIRED CLG FAN BDRM. #2 F p EtOLLARDD AS RECL PER BLDG. CODE KEYLESS FIXTURE ll GFI @9 GARASE DOOR PREWIRE GARAGE MO 04 9 I R� G ROOM PRE-WILD. i — — CLG FAN 13. I L I 1 I GfI ``�-- / ' \ SWITCH M i 171 CABINET TO 2ND FAFUR DlU I I I SWITCH I I I 11\ I I a II 3 I g1TCHEN I I I I I � I / I GFI GFI • 44' PAN. AFF. I - __1 S/CO /I— IRE6ri -------------------- OPT. COACH LIGHT E=_7c it III 'I m 1 III PiiEX III � . •`J III POym \III PRD III CLG LG FAN 1 III 1 C44FOR I HIMES I PORCH _ I FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' . I'-0' WP Panel MAIN - A PANEL S/16wp crt bmkm VOLTAGE. 120/240VAPh MAIN: 150 Amp M.C.B FEEDER 3- III CuTMNN a 1-96Cu (G) it 1 1Q' C. CR 3-a0 AL TFNVN B 1-06 Cu (G) in 1 WC. M•. Per m w W4a awt drat W1m. m WM Wa• W3 1 m EH.rbr •OFIft RQ 1m 1 x M x m .,q WJ P1h p ENa G d s E uIe cu w x w sF.n / a PANEL -A PANEL 42 aL bmakW VOLTAGE 120/2/0V-IPh MAIN: 150Amp M.LD FEEDE113■1 CDTHAN81-R8OL(G)I1110C. OR 3.11MAL T4MM81-lBCu(G)In112C. w►. 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Demand FackwCarurUmm: ABBREVIATIONS APa: Aat FAULTCRCUfr NTEaRUPTER Nc NDNcoNCDLWruaro aW: OROIGD FNATNIEWa1PlER m1m - mer..w rGr eawe ' 14ro■.me1a■N fame Ma ylpA fdm x.iA4; b.A ttWs LOAN GLCULATION 1E BAEES OP m NONLGNGOENT LOAN Co.1.eM Lwtl W.1r Gfi1e6 /xW t/aa 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES( A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL C41-PLY WTH ELECTRICAL PROVINOW OF TIE EEICR Attli EDltlsm.f2lQDt LOCAL CODES. AND ALL LOCAL POWER COMPANY REQUIREMENT& B. ALL CONDUCTORS SHALL BE TYPE TW NRWN {BLESS NOTED OTERUSE. POWER COMPA TRANSFORMER PROVIDE 60 AMP. 120/240 VOLT. I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CW N 1-10' OW SC4 MXLE SO PVC CONDUIT OR PROVIDE 3 4)0 ALUPIINU I (AL) N 2" DIA SCFEDILE SO PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY COORDINATE WITH THE ELECTRIC C0MI-AW PRIOR TO BID. iEr IJC sFep 2606 IraRr9 WI FL 73M 3 at GYYAJ a11110% 185 O.r.r 8010 PROVIDE 39AP CU. T4LN 4 1% CU IN2' 'D CQUIT OR 3 MAe IN AL. THIN • P18 CU IN 2. CONDUIT. (CONDUIT TO TEIRMNATE ABOVE SOFFIT ■ OVEF44ANC J COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC FETER N NEMA 3R ENCLOSUIRE I MOB —' TELEM401L SERVICE CABLE TELEVISION EMRONCE SERVICE ENTRANCE EGU"Rlr T EGWREW NTERSTSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1'4 CU SERVICE GRC(NO CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVMIONB OF TE FBCR SAW mIT1ON r2wnJ 5)W' DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdw!Ipigroup.com AA M: 0003325 t I i 9Iq V so O O I lItTBDIv a LOT: SILVERADO LOT #57 BLK. #6 IP 04128.002-57061 HODSI. 4EHB "2605- HAYDEN" OARAOR BVIl : LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN %B50 MPH EXP. B A DA 1/18/19 8CALE 1/4"=1'-0" >lIiEET E1 ELECTRICAL LEGEND SYM. DESCRIPTION !0 STANDARD SWITCH " -WAY SWITCH -WAY SWITCH 11MMER SWITCH He BUTTON 6M.01m= T -TAT INGLE RECEPTACLE (128v/20-AMP NGLE POLE) IOV DUPLEX RECEPTACLE M0V DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT AMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF CUTLET RED TO SWATCH) OR WATERPROOF/GPI ACLE (GROUND FAULT TERI AAPLEX RECEPTACLE 4-V PLEX RECEPTACLE (FLOOR D)ECEPTACLE(4 WIRE TOR) MOUNTED LIGHT MOUNTED LIGHT LIGHT va".'L IGHT ONCE PRE -WIRE WITH LIGHT (I CFM PER 80. FTJ IGHT FIXTURE 8898 BULB LIGHT FIXTURE ! BULB LIGHT FIXTURE 'TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN }_( ER CABINET LIGHT ® 'x4' FLUORESCENT LHT (RECESSED) E 'x4' FLUORESCENT LIGHT !SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) x O OWCESS LIGHT CE88 LIGHT (VAPOR PROOF) G MOUNTED LIGHT WITH J-BOX PT. FAN PANEL MELD VERIFY TION)X *LECTRICAL (WALL MOUNTED) X (CEILING MOUNTED) NG MOUNTED FAN R'I PER SO. FT.) TOR (CEILING MOUNTED) N&V NFM x)D -E PORT LOCATION OF TV JACKS 4PHONE OUTLETS N FANS TOBE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210J2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROCM'T EXHAUST FAN TO HAVE MN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MBOTA OF FBCR 6TH EDITION (201T). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-MTERPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . ALL LAMPS WALL F[TFD BY GILDER AI•D 157t, OP LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F)9G ENERGY CONSERVATION (RESIDENTIAL ENERGY ERICIENCY) 20I1. 61h EDIr1oN R4m4J I I L------------------------- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.com AA N: 0003325 �J L4 d 0 O 8VHDIV. dt LOT: SILVERADO LOT #57 BLK. #6 PIROJECTN 04128.002-57061 MEODEL: 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN %150 MPH EXP. B t T ROLAND A ABOUCHACFU AR NO 03723 DA 1/18/19 SCALE: 1/4"=1'-O" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE, 1/4 . I'-®' LI i ------------------------J SECOND FLOOR PLUMBING PLAN SCALE. 1/4 • I'-®' 2' VrR I.vt �tiC\L.2. �I i Tm LAV LA_��-��r2• I � I WA04ER I 3 2 2' VrieA, r 2-1 \ (-I-IR• WJTCFEN sw W/ AUTOJVENT — w. 5 To MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774$078 FAX: 407-7744078 www.abde ign8roup.com AA F: 0003325 h V Pi 0 0 avaaty ac MM7 SILVERADO LOT #57 BLK. #6 PRGJ=Tp 04128.002-57061 HODEt: 4EHB "2605-HAYDEN" GARAGE DWEWG: LEFT PAGE: PLUMBING PLANS 150 MPH EXP. B DA71L, 1/18/19 aCALE: 1/4'=1'-0" attEET P1 HVAC NOTES L ALL NEOIANCA . am— m. am.Lan PROVIDED Wm PRoreR CLEARANCE. MR OERVCNS. PER I' m frobom IEMENT& 2. ALL DUCT 8Y*M* NSTALLIK) N NON -CO OM"D AM" CONSTRUCTED, Or A VALLE OF NO LESS TREK" MATINS. ALL OR" SMALL WA SEALED S M GLASS PAS 4 MASTIC. APO INSTALLED AS PER PBC OT14 EDITION (wn) PEOIAPSCAL OLDS. CADS SECTION GOD. 1 ALL FLEX DUCTS SMALL S APPROVED UL W CLASS I AIR DUCT AS PER NFPA AOA 2-3J 4. WMW AIM NTA M NULL= S LOCATED CLOSE! T7IAN O PT. 1113014 ANY CIRI EY OR VENT ORLET, 00 SMYTARY SEIER VENT OUTLET L ALL EXHAUST AND OUTSIDE AIR INLET DUCTS,, ON" NO OOPMT4LGTED OP SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC STN EDITION non) P ICMA►OCAL CODE SECTION SOS S. 04CLOND SUPPORT PLAYMM S SMALL OE CONSTRUCTED N A=0RIDANCE TO POC STH EDITION non) PSWANCAL CODE SODJ T. BAT1,1140" CONTANNS OATFRIJO! SWOUM. WAS, AND SIMILAR BATMNS PDTTU1111111S SMALL NO PtCMANCALLY VENTED N ACCORDANCE WTM I M STM EDITION (2on) PSICWANICAL CODE SECTION 49M S ALL EXHAUSTED OATH ROOMS SMALL WAVE LI DER•CUT DOORS POET MAW4JP AIR TO BE RETURNED TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CELN36 AND WALLS j"L NAVE AN APPROVED PSIS OR I'MILl P M DA IREWS, LOCAMID AT CELNS OR WALL PENETRATION AND WA SLEEVED SIM ACCESS DOORS TO RESET DAP"M ALL DAMM SMALL S INSTALLED TO MI& RISCOMM@DATIONS AND POC STH EDITION (2On) PEQUNCAL CODE SECTION SOT. I& GRILLES AND OPRJSM SMALL OE PROVIDED ON ISALANCNS DAMPERS. IL DRYER BOOSTER TO OE A PANTEW OOP ROOSTER PAN OR E000AL. PANTECM OW SO ORYM BOOSTER CAPACITY 60 LINEAR FEET SM MAX. SIX ELBOM ATTIC LEGEND ® army AIR DlIUSER 0 REflSII AM ow. ® ObE-WALL OR I WAY ONAVOER SOLID LSE• SUPPLY TRIM BRpm I.M. fm[RM lam 1 04.4ICM DAP*ER OR OaD 0 CEILNIS E)SIAIST PAN RCELNS EXMAUST PAN 4 LOW CIA OUTSIDE AS! m 7MVIOSTAT m PASS-THSSJ AIR GRILL NOTE ALL HVAC TO NAVE PROPER PANS W/ DRAINS 1010 - EXTERIOR WALL PLENUM SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP 1 AlETURN OR EQUAL AIR HANDLER EXTERIOR WALL b 3/4' PVC, CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS ? REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD MAN APROVETI DRAM,PER FBCR 6TH EDITION (2011) NOTE: MAIN CO. DRAIN 3/4' CIA. ND BLDG. CODE SECTION SECTION 30T�.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS 9GORIATED NICKEL pM, FLOOR BRONZE FL. PL. OR WALL COUNTERSINK GA. PLUG SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240•K JOSAM B6000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTI/SPEC .FLOOR SLAB CLEAN -OUT (TY FM. GRADE OR PAVING 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TY�PN.T) FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-T746078 FAX: 407-7744078 www.abdesWigroup.00m AA 4: 0003325 w �i w 0 0 aXMDIV. Se LOTil SILVERADO LOT #57 BLK. #6 PIROJERCT# 04128.002-57061 MODEL.• 4EHB "2605-HAYDEN" OARAOE 8WING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B i L------------------------- HVAC PLAN SECOND FLOOR SCALE: 1/4 . P-®' �l N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWngroup.eom AA k: 0003325 h a O O a ammzv. ac IAT: SILVERADO LOT #57 BLK. #6 PROJECT/t 04128.002-57061 a90DIC1: 4EHB "2605— HAYDEN" GARAGE SWENG: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B DA 1/18/19 SCALE: 1/4"=1'-0" SHEET M2 2X4 TOP PLATE PL FMGE-FAB TRUSS 112' CLG BOARD V2' DRYWALL 7--pY- 2X4 WOOD STUDS 024' O'C. SLAB a-d FIN. FLR ryVIC: vIULWO aV PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' OTC. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-C' FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.I.1 ON J' O.SJ5. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I/!' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY /S' GYPSUM ISO OR I/Y' H1. STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4J IN&ILATICN -� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O.C. S' CMU� 1/2' GYP. UIL. WOOD BASE 0'-0' FIN. FLR,L a a. ..A; n W/ WINDOW OPENING n 5' OL4. SLEEVE, DO NOT CK BOND sEAM NOT CIA SOLID GROUT THI mom W!(I). % EFAM (2)C=~ - REeA17J! 2A PIPE THROUGH BOND BEAM eGALE, 5/4--r-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.IJ ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a. . raLYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF (1)1—STORY HIP BLOCK WALL s ) LAYER UNDERLAYMENT SYSTEM SCALE, 3/4 .r-o' -- IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D C0151 ,w Ru�L mm SM LNL 2B GAS LINE THRU BLOCK lGLLG VY•M1O' FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON lk O SJB. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PIE-EW- GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS IQ' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. S' CMU — I,-m. TYR AFrwov�L vSRriuliRAOc�'. I `OVW%&AD DOOR x MAII. er oTKRe FASTBW TO IlLa TRACK ORAOQT! pko 1 au rplo 10T APPIWVAL REQ a GARAGE DOOR JAMBS D1 SCALE: 11/2'-I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS --\ STIFFBACK AT ALL UPRIG+1 PER STRUCTURAL DETAILS PRE-ENG UA. TRUSS— CONT. 2x RAT RUN SECURED PERJ� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J,PER ELEVATION 5/W GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD n W/ WINDOW OPENING R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL -Ix2 P.T. FURRING STRIFE • 24' OjC. 1/2' GYP. WL. ISO. WOOD BASE FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON j' O.SB. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE Tom' MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR B TYR WALL SECTION NO OPENING ��1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774.4072 W W W.abdwi8ngroup.wm AA M: 0003325 m 8 0 w 0 F a R aulwiv. do LOT: SILVERADO LOT #57 BLK. #6 PlIOJl.CT# 04128.002-57061 MODEL 4EHB "2605—HAYDEN" GARAGE aT/INO: LEFT PACE: DETAILS V.150 MPH EXP. B DIUNT A 1/18/19 ac.%Lm:1/4'=f-0" alfz= D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER O30 FELT PAPER OVER SO FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R3MJJ PER SECTION RWS.0 ON J' OSJ9. SHEATHING ON J' OSa SHEATHING OR k COX PLYWOOD OR k COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE- EWs �' R PRE-ENG WD. ER 24' O.C. MAX LEVATION 24' O.C. MAX. ELEVATION METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x FASCIA PER -0' CODE FORM. 2x FASCIA PER �,-0, _ CODE FORM. ELEVATIONS ox SB' GYPSUM BOARD ELEVATIONB oN. 5B' GYPSUM BOARD TYP. OR I*' HIGH STRENGTH TYR OR 1/2' HKsH STRENGTH CLG. BOARD VENTED CLG. BOAR VENTED SOFFIT I I Ix2 FIRE -STOP 80FFIT Ix2 FIRE -STOP -4.1 INSUL. REFERENCE STRUCTURAL R-4.1 INSUL. STRUCTURAL W � w 0' a > WINDOW ATTACHMENT w � AS PER w lY MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR _ AS PER NAILING 1/2' THICK, 2 COAT tt g GLUED AND NAILED 1/2' THICK 2 COAT SCHEDULE PORTLAND CEMENT Q w AS PER NAILING SCHEDULE PORTLAND NIED PLASTER APPLIED PLASTERp > DIRECTLY TO w DIRECTLY TO MASONRY m jJPER IfELEVATION MASONRY w M R IX2 FIRE -STOP DO FIRE -STOP VATION SEE STRUCTURAL SEE STRUCTURAL R4,PER LEVATIONIfELEVATION 51S' GYPSUM BOARD 5B' GYPSLl BOAR OR I/2' HIGH STRENGTH Q.G. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD R LEVATION DQ FIRE -STOP IX2 FIRE -STOP R-4J INSUL. R-4.1 INSUL. 1/1' THICK 2 COAT PORI LAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. S' CMU 1/2' GYP. UL. BO. WOOD BASE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP Ix2 P.T. FURRING. STRIPS 1 24' O.C. S' Cm 1/2' GYP. WL. BD. WOOD BASE a. m.. _I� E �dtApE • Q' W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'"1'-& 11 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774�SD78 FAX: 407-774-4078 wwwabdesWngroup.mm AA#: 0003325 h k a w 0 O axnmly at 1.02%: SILVERADO LOT #57 BLK. #6 PROJECT# 04128.002-57061 1[GDEL• 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B MUM A L AR NO 037= j Dpmrr A 1/18/19 SCAJLE: 1/4"=1'-0" aJKEET D2 A -BOLTS 4' EMBEDMENT MIL EVENLY FROM FLOOR TO D�m�■'�mmm�ll�■w© ® \lL8ECIIRt 2.4 ONJ FLAT TO WX UV CUT NAILS. SIDE&: 2X6 GARAGE DOOR am UV (&) ® JSW YV 2W-4 TWAGNER AND bW MM. SPACED EVENLY FIWH FLOOR TO GARAGE DOOR NOR N JOINT& PRIOR TO FILLMG. 1-2X6 PT BLOCK • CENTER OF ® DOOR HEADER ")JJW J-BOLT& 4' W46EDmENT W/ 2',0*)4' UNSMER AND NIIT. IB I.:.,.:.. I o MANUFACTURERS MSTALLATION M&TRJCTIONB UJNEIE SUCH N5TRUCTI*0 APE MORE STPOW.E f GARAGE DOOR BUCK ATTACHMENT 4GaG Ix.— 2X4>m SECURE TO BLOCK W/ IU(r' TAFr," (MIN. SHANK SIZE .145 MIN. MEAD SIZE 300 MIN. EMBEDMENT I Yi ) B' CHU WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2x h. ORYUTALL W O.C. MAX SPACING. MUST BE ON OUTSIDE 4 I•X4' OR I'X2' P.T. NAILER 2x6� SECURED THROUCaH Ix4 P.T. OR Yi X4' MIN. SECURE TO BLOCK UJ/J-V NON-STRUCTURAL i(I' SECURE THRU FRAME 4 TAPCONS TAPCON MIN. 1-Yi EXTEND 1 Yi INTO BLOCK (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK W/ %' TAPCONS MN. HEAD SIZE 300T� • CMU (MIN. SHANK SIZE J45 MN. EMBEDMENT I Yi) DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4* WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR I'x2' P.T. NAILER WITHIN 8' OF EACH END 4 2XD: ❑ 18' O.G. MAX SPACING SECURE TO BLOCK W/2-21(I' j(`' OSS. X 4' MIN. DOOR CASING TAPCONS (MIN. 814ANK SIZE .145 DOOR CASING DOOR JAMB OR WINDOW D MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. 18' Or- MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 111NDOM TO BLACK +9 4 OR +5 4 A SCALE: N.T.S. 2X4. m SECURE TO BLOCK W/ iLI' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14*) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2x6:m SECURE TO BLOCK W/2-%' TAPCONS(MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YI) WITHIN 8' OF EACH END 4 S• GMU IS' O.C. MAX SPACING. JS' DRYWALL 2x&® VX4. OR 1"' P.T. NAILER SECURE TO BLOCK W/'2-v . TAPCONS R CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT 1 A-) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18'O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLACK +1-1 u WINDOW TO BLACK +1-1 2" E: N.T . NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +i-15/S8' WIN • + - 8' C SCALE: KT.S. 2X4.m SECURE TO BLOCK W/• TAPCONS (MIN. SHANK SIZE J45 MN. MEAD SIZE 300 MN. EMBEDMENT 1Y;) WITHIN 8' OF EACH END 4 NOTE: -STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED TNROUGFI SECURE TO BLOCK W/J-%' NON-STRUCTURAL TAPCONS TAPCON MIN. I Y•' (MIN. 814ANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT ]Xi) 8' CN'UJ WITHIN 8. OF EACH END 4 JS' DRYWALL IS' OZ. MAX SPACING. I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-i(I' CASING TAPC.ONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 DOORJAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING- NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED). ) DOOR JAMB TO BLACK +2 1�4" WINDOW TO BLACK +2 1%4- " SCALE: N.T.S. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' NG. O,C. MAX 9PACI MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK UY2.94'NON-STRUCTURAL4W TAPCON MIN. I-V (MIN. SWANK SIZE .145 MIN. SWANK EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I .) Yi' DRYWALL WITHIN 8' OF EACH END 4 'X4' OR DO* P.T. NAILER 18' OZ. MAX SPACING. 2X8mn SECURE TO BLOM WI/Z-%* TAPCONS DOOR CASING (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O,C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" EIN MNDQl TO BLOCK +3" SCALE: N.T.S 2X4m SECURE TO BLOCK UV TAPCONS (MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yl ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/1-%' NON-STRUCTURAL TAPCDNS(MIN. SHANK SIZE TAPCON MN. 1-Y4' J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 IS' DRYWALL IB' O.C. MAX SPACING. 2X&0® PX4' OR 170' P.T. NAILER ❑ SECURE TO BLOCK WY2-%' 2ND 2X SECURE TO TAPCONS(MM. SHANK SIZE STRUCTURAL MEMBER 145 W/l2)12d WITHIN 8' OF EACH MIN HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 149 OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 10' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )14') DOOR JAMB TO BLACK +3" F Mr TO BLOCK +3" E: N.T 2X4= SECURE TO BLOCK W/Yi TAPCONS(MK SHANK 81ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN S' OF EACH END 4 MST BE ON OUTSIDE 4 V O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL 41(r' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4' TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK J45 MR HEAD SIZE 300 8, cm MIN. EMBEDMENT 1 Yl) • WITHIN 8' OF EACH END 4 DRYWALL W O.C. MAX SPACING. VX4' OR I'X2' P.T. NAILER � 2X8 a SECURE TO BLOCK UU11-1/4' 36" O.S.S. X 4' MIN. TAPCONS (MR SHANK SIZE .145 DOOR CASING MR HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. row rn N M®o to wR arR mowor o®Pi DOOR JAMB TO BLACK +3-7/18' WINDOW TO BLOCK +3-7 6" C' SCALE: N.T.S. 2X4m SECURE TO BLOCK Wb'i TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X WOr-MAX SPACING. MUST BE ON OUTSIDE 4 2X6�m SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' CM WITHIN W CF EACH END 4 )$' DRYWALL IS' O.C. MAX SPACING. ❑ PX4' OR VX2' P.T. NAILER 2X8� SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I A) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IS' OJ:. MAX SPACING. TIANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V ) DOOR JAMB TO BLACK +3 8/4' H T ERDOR BLACK +3 9 4• N.T . 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774-4078 w .abdm[IgA8roupwm L AA 0: 0003325 i q L4 O A > UNDITI & LOT SILVERADO LOT #57 BLK. #6 PROJECT# 04 28.002-57061 MODEL. 4EHB "2605- HAYDEN" GARAGE ISrIMO: LEFT PAGE: DETAILS 150 MPH EXP. B ROCJND A ABOUCK CRA L AR NO 9374E J D" 1/18/19 SCALE: 1/4'=1'—O" 8HEET D3 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 62233 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FUS332 MI WINDOWS & DOORS SUDING 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 IW31/2019 FL 5678.24 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM LW W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 W w W.abdeskgrkgroupxom AA#: 0003325 dJ Y W ,a O 0 B 3 sumiv. ac LOT SILVERADO LOT #57 BLK. #6 PROJmcT# 04128.002-57061 MODEL• 4EHB "2605- HAYDEN" OARAOE SYMCO: LEFT PAGE: PRODUCT APPROVAL LISTING %150 MPH EXP. B (J' DA mT 1/18/19 8CALE: 1/4"=1'-0" BIKE= lk D4 NOTE: APPROVED BUILDW. WRAP SMALL BE LAPPED A MINVIUM OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' 0 MORZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LAhI VERTICAL LAP TO BE P WTM FORTIBER SMEATMM TAPE PREFORMED CONTROL JOINT COAT CEMENT / \ PLASTERICIK,3 PLM1CaE OF CONTROL JONTS T BE WIRED TED TO LATH • 5' \ WRB LAYER 'J. PORTFIBER / O.C. MAX f VERtJ yQ,¢'A DO BUILDING PAPER NOT FASTEN CONTROL JONT TO r nmL Lar . I•�raL Lan+ \ ` WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES UV APPROVED METAL LATH MAY BE USED TO TEMP (VERTJ OL. MAX S%EC/2 C4CONTIROL JOWf AT SUPP�OR7T'8 OUNIM INSTALLATION X X X UIRI— L'R'* -' METAL LATH FASTENERS TO E! STUCCO SIR4P STU • r on rLAx vERr1eALLY I WOOD SLEATMSC* LAYER I STUCCO 81UCC'O )RAP P . ...._ T.- GUY' •ti' :1M�. P R Y / 'y4w Up6 LAYER -2, FORMBER BILONG PAPER LATH SMALL NOT BE CONTINUO)" .'To .• ,r To s' TIRROIYAM CONTROL " JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKNG PER ASTM C1063 PLACED FLAT MAX 6' TO S' 11014 FROM CONTROL JOWT WHEN \ / CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR i 6TRC7URAL SKID STAPLES N COMPLIANCE W( ASTM CM63 2. WIRE TIER TO BE Z. 16) 00415- RARE A !LOCKING SHORN MAY BE N ADDI \ TO WALL STUDS RECAJIRED PER PLAN n"M" TYPE CONTROL JOINT OLI'OLD NEYID.PLA OL-- N�IAID . R.A LC IAN. Pr.6 L CREASE . M. C OL ►OLD REIAID . PG A L GRTAB . Pr. 0 11GLD A6 Sl ® LFOLD NIYD.PLA L CFEARE . M. • CREAB . Pr. G 4 FOL.D Pr. C allot Pr. 6 TLL Pr.O TOUCH .OITCM PLANS[ 0 SATO* ~•ram W1R 11011T UAL FOLD. QQ I= on. THIO(, 3 COAT CEMENT ASTER NaaArlA W T COAT 4 NNA*L4eoIlTCKOOe ROOF . NIHR6CTKHR 2 fvel e: I IR•.I_ � � Q KICKOUT DETAIL most TIER REAL lase OR ROLOM DO NOr DR) I' MW lam ALLALI ON LAP VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BABES SMALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETUEBi SUPPORTS WITH 00415-W. (121-MIN) WRE AT INTERVALS NOT MOPE THAN W (225-M71 AS PER A57M CI063 1S1 NOTE, FOR REPAIR OF TEARS N UM LAYERS, TEARS MAY BE PATC1ED WA40UBE WRAP TAPE PER MA N F. SPK OR PEEL A STICK ]' TMIM 3 COAT CEMENT PLASTER METAL LATH UPS LAYER •2, FORTFIBER SUILDINSA PAPER GOOD SIEATI B01LD1 PAPER STUCG o.m 0._ S - 1.. w" Em am W411 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP "145 + TAPE OVER ROOFNIALL SCREED Z 5"X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING Z (NAIL TO ROOF DECK, NOT n y WALL SHEATHING) CAP SHMGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS rJ "L" FLASHING N.T.S. CUT AND OVERLAP 00 "M OF / SELF -ADHERING MEMBRANE l PLASMNG as AND OVERLAP we SIDE OF STEP N SELF-ADNERING MEMBRANE STEP "2 FLASHING URB LATER % STUCCO URAP UR B LAYER O, F'OWPORM BULDIN3 PAPER METAL LATH 6k6' SELF-ADNERWG M IDRANE FLA04W. OVER 4.4' SELF-ADFERI 3 MEMBRANE INSTALL FASTENERS (CLIPS, FLASMWG OVER APPROVED STRAPS, STAPLES) AS HOUSE YIRAP. REQUIRED To SECURE FLASHRI� To EXT6UD oNTD PIPE PPE/ WIRE TO FRAMING A' SELF-ADIiEMK MO'bRM1E FLASHING OVER APPROVED HOUSE URAP. FLASi1Nri TO EXi[NID ONTO PIPE V CON. BEAD OF SEALANT T—�=INSTALL APPROVED MOUSEURAP AIR ELASTOMERC COATING OVER STUCCO/ C.V. FINISH (SEE T1'P WALL SECTION) SECTION PER SECTION RPOL7 BdrwlrrtF.m Ezter'ror use oI plNaM celne I pbe shall comply "' ere appicafion requiremeris &ASTM C 926-12A Installation o1 eMenor b*ilg aM *song shall comply with ASTM C 10SX12A, IPE PENETRATION DETAI T C L000"Wee l DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER------- - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-05, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77Z4 078 FAX: 407-7744078 www.abdesigngroup.com L AA#: 0003325 J a NINE h a 0 y O F SUBDIV. At LOT SILVERADO LOT #57 BLK. #6 PROJECT# 04128.002-57061 MODEL. 4EHB "2605- HAYDEN" GARAGE ErWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B PALM" A ABOUCHACRA L AR NO nZ DR MA1/18/19 8CAUM 1/4"=1'-0" sIEMRT WA1 BACKER ROD BACKER ROD URB LAYER 1, Am uRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(b) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLA814M TO BE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO %!LAJ R SLIMpS, Yi CAULKING • JOINT PER SECTION R709.7 Erdedorlatld�and�� Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. :... ` HOODED VENT THICK, 3 COAT CEMENT j, PLASTER METAL LATH URB LAYER -2. FORTIFIBER 15UILDMG PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER Gr2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING'% UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH -- / WALL j� 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 A 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 HOUSEUIRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEUIRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 M' GRADE 'D' FELT-F ROVI SEALANT Al JOINTS AND INTERSECTIG WOOD SHEATWHO WQ8 LAYER 1, STUCCO WRAP URB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMMR • T' OC. MAX v TO)r t2g- ALLIWi AL y�EED 6' WIDE STRIP SELF ADFCSIVE FLASHMG. CLEAN MASONRY EEFOM APPLYING �— FIUSH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S. WRB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF-ADF-11ERMG MEMBRANE FLASHING%' APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER 1 STEP #1 STEP #2 WRB LAYER 1, STUCCO U1R,4P APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU8EURAP STEP #3 ®:MEMBRANE FLASHING I UIRB LAYER e2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.wm AA $: 0003325 a w y b 9a O t� 0 SF G a F RADO #57 #6# 04128.002-57061 MODEL 4EHB "2605— HAYDEN" GARAGE 8VMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B A CPA AR NO 96723 aR�A1/18/19 SCALE 1/4"=1'-0" 8 dd A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SWEATWING WOW 6MATWm— SA 11" IryIEMeTIve UAE TW a PW"TIVE , 11 YG►' WI We SOW' LR L V SBLF-ADFERN^ I QFLASHMSTARISTRIP \on WFATMR WASISTIVE SAIMM MATHER RESISTWE SAPMER 4 GALVT)PETAL 7' FLA WNNG u0m TRtn lfi�:' I ai3oo`TRo-°�i't�R •% REAL GAP UMAII-KNO OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION i441 N. RONALD REAGAN BLVD. LONGWOOD, FL327B0 PH: 407-7746078 FAR: 407-774-4078 W W W zbdeaigngroup.com AA S: 0003325 h a 8 24 0 0 u-JI Summ de LOT. SILVERADO LOT #57 BLK. #6 PItoJECT# 04128.002-57061 XWDEL• 4EHB "2605- HAYDEN" GARAGE MnNo: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DATE: 1/I8/19 SCALE: 1/4"=1'-0" BIREET WA4 00 —2x6 SUB-BANt) W/i'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK —DRIP EDGE 1p I\ 1 —1/8' TEXTURED I FINISH ® WOOD 1 \\ 1/2' TEXTURED \ FINISH ® CMU / \ V METAL FASCIA \\ WRAP FROM \\ i I STUCCO, I' FROM \ \ WOOD WALL \ -EXTERIOR WALL \\ o� (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY i 1/V TEXTURED FIWSH • WOOD, I/2' TEXTURED FINSW • cm ' METAL LATH METAL FASCIA WRAP WOOD SHEATHBJG OR Cm WRB LAYER @I, STUCCO WRAPMRAME ONLY) WRB LAYER -2, FORTFIBER Re BUILDING PAPER (FRA!"m ONLY) 2X& SUB BAND cn ROOFING CEMENT DRIP EDGE © FLAN 8 METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) .\ EDGE, I' OFF WALL INTO STUCCO) 11/8' TEXTURED FINISH w / WOOD, 1/2' TEXTURED ` \ / FINISH a CMU 2x6 SUB -BAND W/1'x4' NOTCH s END, WRAPPED IN PEEL A STICK ®ELEVATION FLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUS -SAND W/%'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 3• �V -ROOF CEMENT e ROOF EDGE OMITTED FOR SUB BAND DETAIL @ WALL CLARITY W/KICK-OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 w .abdwWVo-I'__ L AA #: 0003325 J a 0 h C E q 8L7mm at LoTil SILVERADO LOT #57 BLK. #6 PmoJzcT# 04128.002-57061 MCDZI. 4EHB "2605- HAYDEN" GARAGE BVFMG- LEFT PACE: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B DitiNT A 1/18/19 scAum 1/4'=1'-0' 819EZTT WAS F TE1 I I 10 71 1- 4"CONC. W r 1-I co 3 SLAB acr IF- —4 - —1 —FM-16x18 2'-8" 15'-0" 11'-8" 10'-0" I I o OF LL SLAB o LL I I �cj I I WQ 11'-10" 7'-5" 20'-5" d i� LL 9 C W 12x12 1.1 s �Tl ' F-2 x24 li K11 N Q Z — — _ — — CWC-12x12— — — II UN¢aIiiisiiii N��W YDO Ut/n- — r � 4" C SE Up TOFLOOR .Irvl IIC YC DVEI— (FIELD 8 II EXACTLOC WS It W 4 3-0" 2'-8" 0 9'-3" 9'-5" Q ac 00 D,-(r I N I I 1 TOP OF SLAB W I p R STEEL I I m #3 TRA�N2EO.C. N MAX 2 � I N I _ m 0" FIN4"". ELEV. 0'- I Y FIN. CONE. SLAB I� LL I R 1 , 4 LLI 9 • 2'-10" 16'-0" 2'-10" , m — — ——FM_18x18 — J 4 4 ml I . LL L— FM-16x18 J c N - — — — — — v wa O Oa LL b N e—--FM-12x18 ----� q 10'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-O'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0-0", SEE SURVEY PLOT FOR NGVD. S. 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 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. 1MNDOWS, 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. 1117NDICATED #5 BAR, BNDICATES #6 BAR, NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =361. AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. 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 6-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT @000 PSQ, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, BOI EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4-1.40VER GENERAL 3 1- 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 17, CONTINUOUS 18" - (2)#Ss FM-16xi8 16, CONTINUOUS 18' - (2)#5's FM-20x18 20' CONTINUOUS 18" - 12)#Ss +0{p FMCA608 16' CONTINUOUS 18" - (2)#Ts - VARIES CW-1202 12, SEE PLAN 12, - (2)#5's - +0^{/• CWC-12K12 12, SEE PLAN 17, - (2)#5% - VARIES 4x24 24" 24" 12' #5's (2) #5's 4(2) E-1 8" SEE PLAN 8" - (1)#Ss _0•-0„ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmupmm L AA#: 0003325 h �i V 0 a m O 81ILsD3M & LOT IIII SILVERADO LOT #57 BLK. #6 PROJECT# 4128.002-57061 W0DEL" 4EHB "2605—HAYDEN" OARAOE SwMG: LEFT PACE: FOUNDATION PLAN %150 MPH EXP. B DPJNT A1/18/19 SCALE: 1/4"=1'-0" SHEET S1 30" MIN.EACH WAY MONOLITHIC FOOTING t • ' —� Z STEEL REINFORCING GROUTED STEEL REINFORCING IN GROUTED — •� � � Z CELL SEE PLAN FOR SIZE AND d ^ d CELL SEE PLAN FOR SIZE AND av • ' .•�D_. 0 > C SPACING REQUIREMENTS p >_ U SPACING REQUIREMENTS W •- D-" 1D `�':—.w_..'7+._ • GARAGE DOOR RECESS m= a va K y Q FM I{ N 8" CMU WALL p _ e" CM U WALL ' CORNER BARS, SAME SIZE AS BAR N W w x B• p Z •- 0' • I (� IN FOUNDATION WITH 30" LEG EACH I' U 'oy y (y d '� -,k' I WAY A7 ALL CHANGES IN DIRECTIONS N to TOP OF SLAB TOP OF SLAB I ... D� SO THAT THE STEEL REINF. IS CONTINUOUS • • MATCH AMOUNT OF CONTINUOUS BARS •I •I CURB FOR • • a• EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (15TORY) d3 ig. EXT. PORCH SLABCHAMFER - VARIES SEE SLAB SCHEDULE 70P OF GARAGE 1STORVW/ ()•0�(T' 7AR ` • D. I .. 'ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 7'0• MASONRY UNITS SET AT ELEV: 1/2" ISOLATION 6" CHAMFER (2STORY) ISOLATION JOINT (WHERE d � APPLICABLE Z ) R4 24" SEE SCHEDULE #5 30' JONT ( WHERE APPLICABLE) CHAMFER (2STORY)JOINT SCHEDULE ZWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 36„ xD, BAR SIZEAND DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 SCALE:34"=+'-a' CORNER BARS DETAIL DOOR OPENING scALE:a4"=r-a GARAGE 3 4 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING wWALL Wl BY No 2 STUDS SEE wQ I PLANS FOR SPACING. SINGLE a y NEW REINF. BAR BTM. PLATE TO BE PT. Q a SECURED W/2-PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO a g I EPDXY. MIN. EMBED SLAB W/10d MASONRY 2" CAPPED GALVANIZED PIPE Q 8, UNO NAIL 16" O/C STAGGERED. S p FOLLOW ALL MANF_ WtFLANGE @ BASE SPECIFICATIONS FOR N Q USE AND F m PREPARATION OF C7 `� W HOLE. W W ix SEE SLAB SCHEDULE SECURE FLANGE TO w SLAB W/(4) 1/4•' X 2 1/4" _ O U'} y- B•{y TAPCONS Q TOP OF SLAB 4•' CHAMFER (iSTORV) 8•' CHAMFER (2STORY) • EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION ` o SCALE 3/4-1'41' (NO UPLIFT) 5 (� SCALE: 3 4"=1'-0' SCALE: LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING WALL W/ BY P No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL(TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING y_ ry 1PY' DIA. USP 72505D BOLTS 5" TOP OF SLAB '4• MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 18" O.C. VERTICALLY MAX SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY („INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIGWALL TO ' 6GALE y4"=l- (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 3/4"=1•-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 M .abdeaigrWoup.com AA B: 0003325 0 it O s� G aysniv. ae LOT: SILVERADO LOT #57 BLK" #6 PROJECT 04128.002-57061 W0DEi: 4EHB "2605- HAYDEN" GARAGE BWMG: LEFT PARSE: DETAILS 150 MPH EXP. B DA 1/18/19 aCALE: 1/4"=1'-0" alfz= St. IA FIRST FLOOR DOWEL PLAN SCALE: 114' = T-0' 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAR: 407-7744078 www.abdealgngroup.mm AA #: 0003325 W y k W 10 d O stnmly. ac LOT: SILVERADO LOT #57 BLK. #6 PROJECT 04128.001-57061 MODEL 4EHB 2605— HAYDEN" GARAGE STM90: LEFT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH EXP. B D � 1/1e/19 8CALIM 1/4-=1'-0" spMET s1.2 A i TIE VERTICAL REBAR �c TO HORIZONTAL REBAR W/1Q'HOOK Z - GROUTED BOND BEAM iv 1 .1, VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION FIN. FlR_ '•' .. a.: • TIE ERTICALREBAR n TO HORIZONTAL REBAR W/ 10' HOOT( BAR SIZE 48 BAR DIA Z > U #3 W #4 24" #5 30" #6 36 #7 4T' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA #3 18" METHOD #4 24" HORIZONTAUVERTICAL #5 30" AS 36' REINFORCING 42' L SCALE: 3/4"=1'-0' #5 BARS a 8" c * CMU UNIT DIMENSIONS ARE NOMINAL SIZES 0%k MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 P14: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0008825 DJ V O W O 1sn G � 1 C avnniv ae LOT: SILVERADO LOT #57 BLK. #6 PROJECT* 04128.002-57061 MODZI, 4EHB "2605- HAYDEN" GARAGE DIFMG: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 V# (9)10d x 1 1/2" HDG NAILS. SMALL JACKS <V MAY BE NAILED WP (10)<I x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ I Od x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN VMLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 9. PLACE 2x4 PT TO ALIGN WTH 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, WTH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOVIN 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 �8(SIZEP o" REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Ivsp ZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#8 (i)15 N/A — GROUTED SOLID BB2 MASONRY 3000 8x6 (1)#5 NIA GROUTED SOLID °CAST-CRETE° SAFE LOAD TABLES TT 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-LNTELS iMR`iJMME SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD/MA SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH #ua rd (42") PRECAST 2231 rr (4r) PRECAZT 1n6 rd tb•'1 PRECAST 1606 r-r (64") PRECAST 1217 B-10- (70') PRECAST 1062 Vd (7n PRECAST ON r-r gn RECAST 743 VW (112') PRECAST W4 10d (12n RECAST 475 11'J4' (13n RECAST 362 1r-W (144') PRECAST 337 194" (1W) RECAST 206 1rd (lW7 PRECAST 279 1r41! (17r) PRESTREM NA I&W (16r) PRESTRESSED NA 1714" (20S) PRESTRESSED NA 7V-" Mn PR631IESSM NA 21'C Mn PREVIEWED NR 2rd Wn PRE NA rmm3=r--m=mm 000000m 0��00�0 oomomom omm000v m�mQ"D�m 00000©v mm0000v o©00000 moovoov m�0©©C�*CicrJ 000SZ31 00000 vo®voov 00000�� oo©voov 000©000 0�00000 0�00000 00��000 0©©©0©0 00000�0 00000�0 00©000© 0©0©0©0 Oman 000��00 NCR' 10up 40 I m 44N I ion I tm (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAM FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRMUC` BAM TO BE NSTAUED PER MANUFACTURE SPE:FICAT10N8 LENGTH '— LENGTH 9'd" (42') PRECAST 7025 1024 1666 3'd (a7 PRECAST r4" (4r) PRECAST 705 768 1300 r-W (4r) PRECAST r-V 041 PRECAST 6112 SN 1073 rd (64') PRECAST B4" (6r) PRECAST 411 411 745 " (64') PRECAST 6-10" m PRECAST 340 330 610 it-1Rr (7n PRECAST rd CM RECAST 507 721 400 Vd (m) PRECAST rd (WI PRECAST 424 534 363 Td Ml PRECAST V4" (112') RECAST 326 512 230 Vd (112') PRECAST iVd (12r) PRECAST 284 401 180 lad (1281 PRECAST 11'W (13a7 PRECAST 200 40 IN 11'-r (1387 PRECAST IZW (141r) PRECAST 244 402 IV 12'd (14C) PRECAST l7w (160") RECAST 217 324 110 17-C (1607 RECAST ird (lW� RECAST 205 201 100 1" (16V) PRECAST trd (17r) PIEBTRESBEO NA A4 01 lyd (171m PRE 1ST" (1B4') PRESTRIESIM NR 260 88 1" (1IN') PREBT 1r-P On PRESTRESSEDMR 194 64 1r c mn PRR81 IV-r Mn P N.R 148 52 1V-" mr) PRE 27'W (t46') PRESTRESS® NA 125 42 2C-r 0531 PRESIIEBBED zw 050) PRIES, NA 110 40 2rd Or) PI�RREBBED 24W' (966') PRE NA 91 33I 24'd (966') PIEBi (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR -PRECAST PRODUCTS BYOT41 M TO MEET OREXCEED VALUES STATED ABOVE -PRWUE MNRM r OF BEAR6q PART EACH SOE OF WINDOW OP@6)q PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONLASTECRETE DIVISION ACCEPTANCE #: 16-0126W FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww .abdmWngroup.wm AA #: 0003325 A/J 8 4 a O —L—H HVHDIV. Ae LOT. SILVERADO LOT #57 BLK- #6 PROJECT/R 041 8.002-57061 MODEL" 4EHB "2605— HAYDEN" GARAGE 8WINd: LEFT PACE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK �� V� Ilk v / 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 BE SPECIFIED SOTHATTHEN 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 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. #5 BAR IN BOND BEAM J .... / WIDTH # OF #5'5, BOND BEAM COURSE Q.N Olt NOMINAL �1 6-1 T/1 / B CORNER ae�' HEIGHT #OF#5'S, TOP BOND BEAM COURSE INDICATES 1 REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL SCALE: 3/4"=1'-0' AND XFXX - 1T/OM/0B A SINGLE BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM I-#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0' WINDOW PRE-CAST14 N WINDOW SILL z g SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: , 1/Z'=1'-(Y SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANCE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" TYP. B'BE" BOND BEAM TYP. B'k18" m BOND BEAM 8x18 DBL. 13CND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR ::�: BOND BEM7 GROUT SOLID FROM OTOP LINTEL TO TOP OF BOND OF OPENING BEAM 8z8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1_2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' OR BEAM DESIGNATION 2 8x8 PRE -CAST CONCRETE SCALE: 3M"=1'-0' LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS WOOD88310T1 FABIBIERVACM d, =2" MIN, 2 }' MAX s, = 2 �' MIN, 9" MAX MIN, 2 ?'MAX ea = }' MIN, 2 J' MAX d,-7MIN, 21 MAX s,=2, MIN, 9"MAX MIN, 2 iMAX MIN, 2 i' MAX d, =Z' MIN, 2 �4' MAX 5 = 2 t" MIN. 9" MAX ?'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 a' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. - END DISTANCE a =SPACING BETWEEN ADJACENT FASTENERS INA ROW —SPACING SPACING BETWEEN ROWS OFFASTENERS N = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T, S. .rs 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 wwwabdesWngroup.mm AA #: 0003325 g Y a d O 0 O �g v ti SVnDIV. A# w7' SILVERIA 0O LOT #57 BLK. #6 PROJRT� 04128.0002-57061 MODRL• 4EHB "2605— HAYDEN" GARAGE 81f MO: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 It? HDG NAILS. SMALL JACKS < W MAY BE NAILED W (tO)d x 1 10 HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LSS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE A BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK WD 1 4X6 (3 X"x5)`z") SYR USP HTT4 W/5/8" DIA 5/53.1A PT., WOOD POST x 5" EXP, BOLT FIRE DRAFT STOP 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG.�ff STOP FUR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD DRAFTSTOP PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 3 1 FT3 78 F74 II II II II IIII 3E II II II II II II II II II II II II II II II II II II IIII II II II II II II II II II II II II II II II II II II IIII II II II II II II II II II II II II II II II II II 11 II II II II II II 11 11 11 11 -IH— —I�- 4-44-4-4 II n II II IIII n I t I n n n n n n II 1 II II II II IIII II '1'.1 QD II II 13 t I II II II II II II 4 t IIII I I It'1IALL W I I I I 11 11 11 I I I I 11 11 11 I I I I I I I I IIII �I INo2 I I I I I I pL N I I II II II II IIII ' I I II TUDS II I I II II II I I aPLY O.C. II II II II IIII G: 4922 LEIS II II II II IIII �LY _---- _—'-- ��- 4 G: 5328 LBS n n n u nnD1�- t LLIII STOP _J1FT2G_ n n n q n n I n DBLSTUD II OII I 31 I II SEEDETAILB/2.1A II 1 I 3 II II 11 II II II 11 II 11 11 __ 3.1 ____ __ t 11 11 11 11 II 11 11 II II 11 q t II 11 11 11 11 11 11 11 II 11 iDE II II II II II II II II II II - ___ TRRt.�Q2{�O.G.OW I 11 II II 11 II 1 11 11 11 11 1 II II II II II II II II II II It 11 11 11 It II II II II 11 11 11 FT, I I I 10E 11 11 13t I I I I I I I I I I I I I u p II 11 GT II II II II II , ,�LY I I I I I I I I- I I I I II I I I I I I N I II II II II B II G:1709 LBS s v . II 11 II II 11 II 11 -- ----------- -- p -- 3 — — — — -- — t - FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" GIRDER TO CM) WALL WA18P LGLtM W W44)]jW WEDGE BOLTS AND (4) W93 WOOD SCREWS TO GIRDER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeaigngmup.mm L AA A: 0003325 q m 0 d a BL733DIV. do LOT: SILVERADO LOT #57 BLK. #6 P1to"=T/ 04128.002-57061 MODEL" 4EHB "2605- HAYDEN" OARAGR ts,IM90: LEFT PAGE: FIRST FLOOR FRAMING PLAN 150 MPH EXP. B ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFNVALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' # 1175 UPLIFT USP PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR HTWM20 W/1010d TO "ROOF/WALLIFLOOR WITH (9) 10d x 1 1/2" NAILS TO TRUSS AND (4) 1/4" x 2 114" SHEATHING TRUSS EA. PROVIDE 4"MINIMUM NOTE: FOR (A) W/SINGLE TAPCONS TO CONT FASTENER SCHEDULE' CONCRETE EMBEDMENT. DBL PLY, A PT SYP *22"XB'XV-0" POURED LINTEL A-(, )USP HTA76 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d iOd x 1 12" TO TRUSS. FL#176W NO OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO # 1900 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 2-PLY HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 12" TO TRUSS EA STRAP. FL#17880 SED IN CONJUNCTION WITH CONNECTOR. OPPOSITE FACES OF EACH SIDE DBL STRAP, 1 EACH SIDE WRAPS UP MX) VY UPLIFT CONNECTOR BLOCK WALL W/1010d TO OVER TRUSS L#17680 TRUSS 2 1/4'CONTINUOUS TO ix2, 2x WOOD FASCIA (A) USE LGT2 W/ (5) 1/4'k3" POWERS WEDGE TAPCONAS CONT POURED LINTEL BOND BEAM SEE ARCHITECTURAL BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) 2x SECURED W/ (3) i8d (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD WEDGETT S AND ix2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2 2x WOOD FASCIA (72) W� GALV. COMMON NAILS SUBMIT SHOP DRAWNGS SEE ARCHITECTURAL 17' O/C FOR REVIEW 2x SECURED W (3) led AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED VW 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12' O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) TAP CONS MIN. Z' A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1A 1B GIRDER CONNECTOR(S) SCALE .34-' 0 2A 2B TYPICAL ROOF 6CALE 34-, a 3 SCALE 34"=1'-0' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dx12 HPG COMMON NAILS, 0'-0" TO 30'-0" (1)"X" BRACE SEAMS) EACH END TOTAL OF 10 30'-1" TO 60'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE P (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/Z' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32"OC PER ELEVATION PRE-ENG GABLE TRUSS MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 128s 8"O.C. PRE-ENG FLOOR TRUSS STIFFBACK (AS PER MAX GYPSUM BOARD OR 12' HIGH TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (2) 10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED 16d TOENAILS 70'-0" O.C. MAX DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20) 18d x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., SEE SCHEDULE FOR BOND BEAM REQ WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING SINGE ON SLAB BTM. PLATE TO BE PT PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .4. 12" GYP. WL. BD. - ° 4. ' 4 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE°""`° GIRDERM/OOD POST CONNECTIONS _ J SCALE: 314-14" 4 FLOOR TRUSS CONNECTION @ L.B.W. (NO UPLIFT) DEPTH 1/4-D —HOLE EDGE >5ff —HOLE DIAMETER 215-D SGL. STUD OUTER 1/3 OF SPAN ONLY 9 M.- PLATE STUD NOTCHING AND BORING LIMITS EDGE >5 8' HOLE DIAMETER < 3/5-D DBL. STUD A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- USP WEDGE-BOLT/J-BOLT, 6" MM. EMBED (20) Led GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 8 - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10) Led VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W (2) 3/4- USP WEDGE-BOLT/J�SOLT, 6' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMIX) NAILS. FL#17232 0 - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4- USP WEDGE-BOLT/JAOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4- USP WEDGE-BOLT/JBOLT, S' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) i8d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE 4S RGOR STM. CHEDUL SCHEDULE H SEE FRAMING PLAN All SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 112" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BGTS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BGT. 2 2. END OF FRONT AND REAR LEDGER SHOULD °D g LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °D CLOSER THAN 6' O1C. 5. IN LIEU OF HILT[ PAF'S, V4" Db1 x 3" MASONRY (2) _ PT SCREWS (TAPCONS) MAY BE USED, SAME CPG!`.INI� RFll111RCIJ- LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDGESPACING CEt1IRN.8PACM8 A DOUBLE 2x8 12" 8" O/C 16, O/C B DOUBLE 218 3/4" 8" O/C 24" O/C C DOUBLE 2x10 117 8" O/C 16"O/C D DOUBLE 1,10 3/4" 8" O(C 24" O/C E DOUBLE Z00 3/4' 6" O/C F DOUBLE 2.12 3/4" 6" O/C S10 WOOD LEDGER DETAIL SCALE: 3/4"=T-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 WAND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: —1- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-7744078 ww Abdmoigroup.dom AA #: 0003325 q V W 0 0 avaDiv. eg LOT: SILVERADO LOT #57 BLK. #6 PROJmcT# 04128.002-57061 M[ODEL- 4EHB "2605- HAYDEN" OARAOE a`111111crrO: LEFT PAGE: DETAILS %150 MPH EXP. B A itnoT DATE: 1/18/19 acALE: 1/4'=1'-0" altEET S3.1A FLOOR DECK USP LFTA6 W/(16)8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTAB W/ (16) 8d COMMON NAILS EACH END FL#17244 DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ T O.C. 1ST PLY INTO LEDGER AND 10d @ Y O.C. STAGGERED UPPER PLY INT02x6 BELOW B" CMU WALL — REINF PER PLAN 114" MR #6 WOOD SCREWS x 2" LONG Q 3" O.C.; JIIIBNI STAGGERED OFF CENTERLINE OFF 24; 3/4" AS SHOWN USP A3 EA Ali TRUSSf 4.N NALNO PATTERN #8 WOOD SCREWS. 7' LONG @ X O.C.; );L STAGGERED AS SHOWM DBL2X8 LEDGERI TO CMU W/ 12" EXP. BOLT W CMU WALL AT 16" O.C. AND W FROM REINF PER PLAN END W/ MIN 5-1/7' EMBED. FLOOR DECK P R E VA 1IL LL 3 Y �6DF /411 NNLWG PATTERN = its 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL PRE-ENGINEERED WOOD EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" ° x 4 TAPCONS PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24 M� FLOOR TRUSSES (SEE NAILS PROVIDE 2-TRUSS LAP iX2 FIRE -STOP FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) SPLICE LOCATED EITHER TOP OR DBL 2X LEDGER FRAMING PLAN) MASONRY NAILS BOTTOM OF FLOOR TRUSS, USP SPTH4/SPTH6 BTM. @ 17' O.C. TYPICALLY 10'-0" BUT REFER TO PLATE STRAPS W/ 10d x 1 SEE SCHEDULE GIRDER TRUSS TRUSS ENGINEERING FLOOR TRUSS OR 1/2" HDG NAILS FL#17239 SECTION DETAIL 1X2 FIRE -STOP SECTION DETAIL 2x4 STRONGBACK, WALL / FLOOR FRAMING, AT TRUSSES BEARING AT TRUSSES PARALLEL FLOOR BRACING 2 TRUSS PARALLEL TO WALL �ON EXTERIOR WALL WALL 4 TO EXTERIOR WALL SCALE: 3/4"=V-0' 2 SCALE: SCALE: 3/4"=1'_0" PRE-ENG GABLE TRUSS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST PLY AT FIRST TWO BAYS V-(r O.C.(AT INTO LEDGER AND 10d QW O C. #8 WOOD SCREWS Q PRE-ENG'D WOOD STAGGERED UPPER PLY INT02x6 x 2" LONG @ 3" O.C.; SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. BELOW STAGGERED OFF M� NOT SHOWN FOR CLARITY) MAX CENTERLINE OFF 2x6; TTnyBT) Q 3/4" AS SHOWN DBL 2X8 LEDGER 8" CMU WALL TO CMU W/ 1/2" EXP. BOLT NT AT 16" O.C. AND T FROM REINF PER PLAN END W/ MIN 5-12' EMBED. FOR STRAPPING Q VERIFY PER ELEVATION FLOOR DEC 14" SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN LL ; W/ 112" DIA. ANCHOR BOLT WI7' NAILING PATTERN WASHER SET IN HIGH O STRENGTH EPDXY 6'MIN. EMBED. AT 37OC MAX K uw SECURE GABLE T02x8 P.T. PFR FI FVATIM .I,�i m N� PLATE W/ 12d'S T O.C. MAX 11' 24" M —PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @,7'G.G. REPAIR DETAIL IF 1X2 FIRESTOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL scALe 3/a'=r-a' CONC.POURED LINTEL COURSE ' CONT. 2x4 SECURED W/(2) 10d's 0 EACH TRUSS TO BE INSTALLED Q 19-0" O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:407-774"4078 www.abdesWigroup.com AA #: 0003325 q p� V 0 y0. 4 d O F a PRINT DATR 1/18/19 SCALE: 1/4"=1'-0" SHlz'P S3.1B PRE-ENGINEERED %1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 w AbdesWngmupxom L AA 8: 0003325 BUDDIV. do Lo� SILVERADO LOT #57 BLK. #6 PIIGJl7CTp 04128.002-57061 HGDLL: 4EHB "2605- HAYDEN" GARAGE BVIU7G: LEFT PAGE: DETAILS 150 MPH EXP. B A MD A ABOUC CRA L AR NO 93723 J DATE: 1/18/19 BCALE: 1/4"=1'-0" BiISET S3.1C 7' vrn T 7' 1-IR y� LA 7•VTR � L 7• 2 ' WG 7 1 9 Tm I WA04ER 1 3 7' vm 7 V I j 2 4 MT04 N 1 I!! bl�K W/ r�---� AUTO vlNT Ur I LA LAY 7 7' V1 emm �1- 7' LA ------- 3' d 7• I 1 I 1-1/2 1 LA I I I 1 I I I I I TUB 3• CO 1 I 1 3. 3 1 ® I TO 0 I MAIN - I I PLUMBING RISER I II I II I I II y I II ICI ' Z O I TOES/------ I '-4 2'_1. 2'-®• I -II' T-S 2'-S' '-11Uj L I I I I I I I I 1 W I I - 1I TUB/ ----- ----- - — - H.B. O --------_- 3'-5' '.4 _ _ r--� O is PT. I I I III I 0 2 I J e III 9 III -CA—V. 9 Ill 9 I - III � 9 I III LAv. I III I El IM � N I I I I I I I I i I I I I I 1 -------------------- IL------------------------J FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 1/4 . I'-®• SCALE: 1/4 • I'-V 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 f tl O iLi 8USDIV. & LOT: SILVERADO LOT #57 BLK. #6 PROJECTj: 04128.002-57061 MODEL 4EHB "2605- HAYDEN" GARAGE SWDtG: LEFT PAGE: PLUMBING PLANS 150 MPH EXP. B DA�1M 1/18/19 scALE: 1/4"=1'-0" axSET P1 SECOND FLOOR DECK PLAN SCALE: 11W' = 1'-0" /� • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774 4078 www.abdeaWngroup.com AA#: 0003325 h V 0 0 ounDiv. ae LOT. SILVERADO LOT #57 BLK. #6 PROJECT* 04128.002-57061 MODEL" 4EHB "2605- HAYDEN" GARAGE 8WU9G: LEFT PAGE: SECOND FLOOR DECK PLAN 150 MPH EXP. B w ^ A. ABODO CPA M NO 907W PfttwT DATM.1/38/19 SHEET S4 7" i 5,_8- L.----------------------J 9'-2" 16'-2" 20'-0" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngmup.00m L AA #: 0003325 h W 0 0 UJ sLJHDLV. & Loll SILVERADO LOT #57 BLK. #6 PROJECT# 04128.002-57061 MODZU 4EHB "2605- HAYDEN" GARAGE s7IIMG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. B WMV a ABoua"e�CPA L AR No 937= _ J DA � 1/18.119 SCALE: 1/4"=1'-0" sxEET S4.2 FRAMING NOTES 1. V.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 1 1/2"HDG NAILS. SMALL JACKS - 9' MAY BE NAILED VW (10)d x 1 12' HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Dd x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF UNTELS 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 REVIEWAND APPROVAL. 9. PLACE 20 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 pE KP M REMARK p (2) 2X8 BEAM SCHEDULE ® INDICATES OPENING BELOW I T.O.B.=TOP OF BEAM I B.O.L.=BOTTOM OF LINTEL /T.O.A.=TOP OF ARCH /T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�) W;xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS a4mo-�6Bam SAFE LOAD - POUNDS PER LINEAR FOOT 4�rma 41— SA PL OAD 4C�A Y--Y'�'�TYPE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUB SSW ra-m aPsa9 rum oom wwo smaa v2oFio sxm sa4-to wam 1PEa armaa mw4m TYPE LENGTH NS ♦�6 RCNNJ LENGTH W64T ataar WMIT a#7aaT 9,s,T 4iNaT md,r ama wxtt sPain rs,r e7sn s+sTM al•.var ar (� PRECAST 2281 7i mm ew arar am4 m 1am1 a6 <41') PRECAST 102b ,Dar fa86 r6 (� PRECAST s a n am4 am m a,a 7W 7i 4i nw nta aw ti4 1ti IM 7i N N 4W m am 1ao1 rO PRECAST 1668 +i mn 7am 4i eon 7m am ro' (46� PRECAST m m 130D ro (4S7 PRECAST as m m as Iwo 66 we<487 ma 4i NO Wa 1a4 =0 11a4 mm 2105 mr aau 4m ama am ra• MC) PRECAST tso ws mia Sol ma 4i Gm am rfi � ply. T � bB1 Ion rd• (W� PRECAST mr am vo we *a oil an 4aR nu ma =2 Imo Itla 12m aw 2707 UM Na 4n, WO 9-C lB+ 1 PRECAST 1217 law ,.a Ii sm am ma 4aM 6j' (6r1 PRECAST 411 41/ 746 B r (64') PRECAST Im 1 m4 am ma mn 402 Tam ai os Tao toN ma asa sm ma 7ae1 4i SAW R6'1 PRECAST 1082 ti tIs tan 2i 2w 3ma aw0 B-,M (M) PRECAST 340 330 M6 9,8' (10') PRECAST i >A nm M. 4M "a 2tm m 7w, i ,a7 1ao =8 atol 7em 41M 6a (76'1 PRECAST eoe Tam m7r 7i amr aar 43m aan B'6• (W) PRECAST SST 721 4B0 r6• (M PRECAST i as1 Im m77 amo mat ma 4 m i ,im ,w mm fla Tan 3m Td Mn PRECAST 743 1011 tm 2am 720a ma nn m7m T6" p" PRECAST 424 634 363 T$ on PRECAST >m ,at t1s ar, 7i am a,v ra tm taw alra a4s I >m m V4• , PRECAST ( sl ssa i t,m ti mat ms am am r4• (+129 PRECAST 32n s1z 230 yr (1127 PRECAST am 7a „ ,n 2w i taw law 204 alai ai a, i ,na Im ,i I m2w 10-C (12r) PRECAST 475 w0 7i mtr aIa aaa 1C!' (12r) PRECAST 264 401 180 10'6' (12n PRECAST - au ,sduj �, aw ti is mmn ma i ,Ia un Im ai mm 11'4• h367 PRECAST an own ,ma ,w 24m fig 4i ,1'-4• (,3d7 PRECAST 280 452 154 11'i' (736') PRECAST4a 4M am ,m , to IM i ao no Im awe *w4i i 11043. Im taw ,na" 2w 174' (144') PRECAST 33f w m UP ,a 4 ma aw ma 12'A• (144') PRECAST 244 402 137 +r-W (144') PRECAST 40 i 7m i „ i IM w m amw m m ma 4N go I7a ,nln s7r ITW (iW) PRECAST 226 4n >a ,m us I Ii 1 mw 'Ma IV41 (1689 PRECAST 217 324 110 17-C (INn PRECAST 4111 i am 7r aH , 1m 4" 7" tw UM ,i 2114 , o 410 mt,s ,4/ , ISO 1ao n!8) PRECAST 27S 4m m /0m no tar 2W 2i 1r-0 (1657 PRECAST 206 2B3 100 tra (16B•) PRECAST s4 US 7m i I ,m 4w m,0m tma ,a7 nm 7i 410 425 747 I= r 1r-F (178') PRF8iRE88� NA Nt N, Nt NR ta, M NR ir-C (17" PRE NJL 204 91 1" (17� P m 2s 3m my is i m M. 131 71 4a 7m I= wm mm 7a,7 ant 16.4' (164') PR�TIC68® N.R. Nt 1m me Nit N, w MR ,B-4• (184n NA 2BB $3 1F4• (/8fl PRESTO m 2m M. i i i a77 i 0a4 i a: 7Ia Imo Im ma ma am 1T4' (IaSI PIdBTA NA N, 1m Tat M IR 1R NR 1T-4• Wn PRESTRESSED N.R. 194 64 1T4• an PRE ta7 1m 2a i 4s i a1 740 amm. m m aw as tma Im "a 2w 194• (t1T) PR63TAE6BED NA N4 1m m 4m Nt M, m 19W Mn PfESii� N.R. TO 52 ,r-4• am PIaIRFJmED Im ma i 4o 7 am i 7a mm 17M 7s itl zb i 4s a7 i,"m i 21-W PSB 1 PRESTRESSED NA M4 M N, lm AIR 4' fa66) PR661REBBED NA i2b 42 214' RSS') PRE I42 m 4a rn i ,w to w i w /Na 27.0' (4Er/') PfFAI NA NR MR MR NR %am$= Nl 27'� ( N.R. 116 40 27-W Won PRE Im IN m/ m m i m na 4s i w i Iaa na m M Ii w4r Gmn PAS NA m "" "R 2r-0' f2M'1 PREBTIEBBED NA >H Sa 2r6• m" PRBS mmw is IN mea m as ma w aaw 4ta MW 4m mml 0a7 wo 1s s0 40 ax Im (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (#) THE REDUCTI NUMBERS DNS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. • ALL VALUED TAKEN FROM *SAFE LOAD TAB" BYCASTCPEFE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE 1IDMAUAI C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F E.C.P. CORPORATION-CASTELRETE DIVISION ACCEPTANCE #: 16-012&03 8F16-1T/OMIOB U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL I&T 1 1 I , ,,♦♦ 1 1 I 1 f♦ 4 1 1 1 1 ♦♦ `1 1 1 1 ♦♦, 1 1 � 1 1 SF16-1T/0M10B 1 8F16-1T/0MI06♦♦ L---------J---------= ♦♦♦ 1 1 1 0 ♦ 1 1 _________— SUB �10 L/1 __ 8F16-1T/0NDDB ♦ 1 I L— — — — — — - SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1' 0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWigroup.com AA 6: 0003325 b h m i; d 0 C 1 sysDiv. & LOT: SILVERADO LOT #57 BLK- #6 PROJECTp 04128.002-57061 HGDEL• 4EHB "2605-HAYDEN" GARAGE sVIM0. LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B DAM 1/18/19 SCALE: 1/4"=1'-0" SHE= S5 is:7_1Till Z10zC0111*� 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 V7 HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W1 (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 METALCONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF UNTELS 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 WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTICACCESS 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 PLACINGATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE 6 BASE PLATE OR MARK DESIMPTION REINFORCEMENT REMARK WD-1 4-(3 YNS Y') SYP. USP HTT4 W/5/8" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT L------------------------- ROOF FRAMING PLAN SCALE: 1/4" = l'-0" 2 PLY U: 21= G: 3113 2 PLY U:-1600 0:38M 3441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 Www.abdeaigngroupxom AA B: OD03325 y V W R� 4y y O cl 1 BM91DIV. & LOT: SILVERADO LOT #57 BLK. #6 PROJECT# 04128.002-57061 MODEL" 4EHB "2605- HAYDEN" GARAGE STfMO: LEFT PAGE: ROOF FRAMING PLAN AND NOTES %150 MPH EXP. B DA 1/18/19 82iEET s� I i WIND DESIGN PRESSURES NET(GROSS) ASCE 7-1 ZONE 1 = 8.97 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 +-Q18 ROOF 016108tAGM FOR ASPHALT SHINGLE ROOF, USE MIN WIT OS B. OR 112" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS® 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, L ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK &d RING SHANK 2 11T 0.120" 170,000 RING SCREW SHANK P 6-20 RINGS PER INCH) Ed SCREW SHANK 21/7' 0.120" PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHNO USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS I@ 4" O.C. ,. TOP & BOTTOM EDGES „ Z Q . u 6 Q U � O LU D mt 0. TOP CORD BLOCKING AT 4- 0, C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. onncER ORR ASS -` .___-11 ==LM6 11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAENG 8d RING SHANK GUN NAILS 6" O.C. IN FIELD' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING(O.S.B. TO BE STRUCTURAL GRADE CBd RING SHANK GUN NAILS@ 12.O.C. IN FIELD or 8d x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS @ IT O.C-1tJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SRN., BE31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND Wm:O ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE WOSFD TO EARTH IXRWEATHB2 NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, SN EDITION ALL EXPOSED CONCRETE ARE TO BE C)M�BZ®3M'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIA&40NGROUIDW}ERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEMIS LAPPED 6INCHES AND SEALED NTHAD43M TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NDN-STRUCRIRAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE LI DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANDES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6tb EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDINIG PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 1, STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AMID STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL SE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4DOWS. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED INACCORDANCE WITH THE ACI WOM TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED T-0- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: 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. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA SCSI 1" ROOF' VE SUBJECT TO ENGINEER'S REVIEW COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED VE LOAD FLOOR. LI VE LOAD 40 PSI 20 p6f TOP CHORD Homo-t 10 psf BTM CHORD -conoNrrent DEADLOAD DEAD LOAD 15 puf TOP CHORD 20 psf TOP CHORD (7 psf d ASPHALT SHINGLES) (10 PSI w/ No GYPCRETE) 10 PSI BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W NO UPLIFT: 1DPsf BALCONY LIVE LOAD 60 PST STAIRS LIVE LOAD 40 PSI WIND DEAD LOAD SPEED=tm MPH 3-SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WLL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWNGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D1557. TREAT ALL SOIL FOR TERMITE PROTECTION. TFE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THEM] MMUM DESIGN BEAR NG CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHWL NOT EXCEED 5" H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, NIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS SATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE PAX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXC®90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 WHITES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIU YOF THE TESTING LABORATORYTO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBM SHALL BEES FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANFNTLYEXPOSEO TO EARTH(FOUNDATIONS), B FOR CONCRETE EXPOSED TO EARTHAHIORWEAT4ER 1-1/7 FOR N5 AND SM6llER Y FOR M6 AND LARrER C FOR CONCRETE NOT EXPOSED TOWEATFER 3/4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" #5 BAR - 30' #7 BAR - 47' PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQU RI NG ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.14982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPUCES WHEREVER POSSIBLE. ROOF & POOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM "0. GRADE Tm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "W OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (40 BAR DIAMETERS)., U.N.O MILL ORAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kel FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 kDL TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THENUr METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS_ ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUUTON SINE1. S-NG APPLIUTON 91ff T,PE I SPACING YPTFINRINGTO ASIXJRY/GONG CASEHARDEN-L NNL I - LONG 600 SEE DETNL SEE OETnIL SEE DETNL SEE DETNL 6DTE6 CASE�� ®CqL ONG _ SEE DETNI SEE DETAR SEE DETDETAILSEE DETAA WINDOW e..rx s PT SEE NOTE 6 OASEHSFilEEIED-L NNL-Lo'D. CONTACT THIS ENGINEER REQUIREMENTS FOR SPACING NO3f- "iAPCOK NER 16- rz-EMBED.e-END. 1 D"FDGEpST. NON.E..NG WOOD WKLTO O-LAS t2• 24- <-EMBED. C'END W/WASHER DIST..3'EDGEO- ITT NL.,9EE OC END.gST.- AGOMED A EDDE O16f. NOTES iiLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTEROR 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 DETAILEDABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/TAPCONS OR RAF TO THE SUBSTRATE. i .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 Wwwzbdesigngroupxom AA M: 0003325 114 Y7 p� V W O O a OXMDIV. Ae LOT: SILVERADO LOT #57 BLK. #6 I'IIOJI.CT# 04128.002-57061 1[ODEL• 4EHB "2605- HAYDEN" GARAGE aTl►nM: LEFT PAGE: DETAILS 150 MPH EXP. B 1 ROLM A A8104"CRA L. AR NO 937W J DATM 1/18/19 >sCALE: 1/4"=1'-0" a SN1 J 4 s