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HomeMy WebLinkAbout6952 Silverado Ranch Blvd99 91828-4EBB-CAL19 - K U pH°;,wv''s G PS1p�CT'� P �p 0 2p 9 HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 8TH EDITION (2017) :FLORIDA FIRE PREVENTION CODE BTH EDITION •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB =. RL'TF.RIOR FINISH - CIASS B •BASIC WW SPEED - Vult=150 MPH EXPOSURE - Bald=118 MPH -I-STORY RESIDENCE — •2-STORY RESIDENCE - YAX. HEIGHT AS PER IACAL AND STATE CODES ABV. ABOVE A/C AIR ALT ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CBCENTERLINE CAB. CABINET Cw. CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET C.T.CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DP.P DEEPS DR DOOR U.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. RX EXH. EXHAUST F.GJ EXTERIOR PXTAR F.C1FX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR FLOOR FR DR FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND FAULT CIRCU GL. GIT INTERRUPTER LASS CYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HOT. OR HT HEIGHT INSUL. INSULATION TNT. INTERIOR Lim. LUMINOU M.C. MEDICINE CABINET MER. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD TALT MTD. MOUNTED MrL. METAc N.T.S NOT TO SCALE O.C.O. ON ENEN ER CTER PR P.B. PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS A.A.G. RETURN AIR GRILL REP. REFRIGERATOR R.O. ROUGH OPENING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING Sim SHOWER Sim SIMILAR SL. SLIDING STD. SLIDING GLASS STD. STANDARD SWS SHEARWA 1 SECTION TEMP. TEMPEREDGLASS T THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTLON ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATIONS PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAB-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 � SQ.FT. CALL. S LIVM 1828 ba FT. GAP" 430 Ga FT ENM Ib SCE. FT. $12SCENT LANAI EL TOTAL 2362 IFT. CI. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG -DETAILS PG S3—FRAMING PLAN PG SMA—DETAILS PG S3.SB-DETAILS PG S3.1C—DETAILS PG SNi—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING 9UNCLEAR G OR AND IN NEED OF FURTHER DETAI AILJNG EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION TO THE ARCHITECT OR ENGINEER FOR CLARIFI ATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 wwwAbdoeigngroup.com AA #: 0003325 sunDIv. ac I.01 SILVERADO LOT 7 BLK 7 PROJECT# 04128.002-07071 1goaEli 4EBB "1828-CALI" GAI%AGE SWING: RIGHT PAGE: COVER SHEET 0 MPH EXP GENERAL NOTES SffE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301,2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R30Z6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN V.-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBSRiI 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL LOVERIM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTWC926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774A078 FAX: 407-774-0078 www.abdesigngroup.com L AA N: 0003325 anmi anon, sTJHDIv. ds LOT: SILVERADO LOT 7 BLK 7 PROJECT# 04128.002-07071 MODEU 4EBB "1828-CALI" GARAGE 9WING: RIGHT PAGE: GENERAL NOTES 50 MPH PJNT R 1/17/19 4"=l'-0" N MAE o!o o o�ltttllo � � o'Ittttllitllo!IttlYttttlo ��� a�ttttlLo '11 o =no 0 D` a tttttl!o — - olo � 11 � o r � o - \'RUNi M i it �� \✓� of o . a \ I� . -AS pCODEGMAGE RECLPER 5LD& �I .. 0 I—F 1 D, :DI'I1 ' i� o !_EMY., ru = =1 olltttttilo � alltttttlo " ■ ollttllo' allttlo ICI IttttttTtt�tttl i�lld/�7l/3F1/. . u-Pm mm SQ.FT. CALL. S L"4 Q. 1828 SFT. /4MA 430 Sa FT, ENTRT IS ea FT. LANAI SO Sa FT. TOTAL 2362 SQ. FT. BAD TY�EPO�t1EffOdO q�B18 MOTS ME SkrNtNDMO IEYAitB MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA 9". MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. 112 5 20.4/-221 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DBL. TOP PLATE 9 �n BAR DETAIL A SCALE= la'"I'-®• (,)ARARCH & CH 1n . 1,_0,_m. FLOOR PLAN SCALE: 1/4' " 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNE88, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407.7746078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 q w a MO aunDm ae LOT SILVERADO LOT 7 BLK 7 PROJECT# 04128.002-07071 moaZIA 4EBB "1828-CALI" GARAGE 9WIIJG: RIGHT PAGE: FLOOR PLAN N150 MPH SHINGLE ROOF FYPCN NKTIIXIl OR EQUIVALENT Ib'X62' FYF'ON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED NAND (TYP> m'-O' FIN. F la ./-19'-0' 5LDG. HGT. EQ. Ea FYPON LVI2X24 OR EQUIVALENT JI■�IIIIIt!■_ " ���I�I�I��j� ■ _�Il�lr�II� FRONT SCALE: 1/4 - I'-V' TEXTURED FINISH OFF RIDGE VENT I�b $'-8' 55r.. HGT, OPT.COACH LIGHT OFF RIDGE VENT OFF RIDGE VENT AREA OF ATM 2364 SO, FT. NET FREE VENTILATION AREA REQUIRE 1/30D REQUIRED VENTILATION AREA 2364/30D = 7.68 VENTILATION AREA X SO, INCHES PER FT. 1144) • 1134.72 SO, IN. MIN. REQUI RE VENTILATION .SX 1134.72 IN UPPER PORTION OF ATTIC - 56736 SQ, IN. OFF RIDGEVENTILATION AREA 1155O, IN. PER VENT 557.36 /115 TOTAL 0OF VENTS REQUIRED T(1TA1—VENTS PR(1VIMD 4.93357 : 5 $8'-8' BRG. HGT. TYR. Fas EU FIN. FLR I MIN. D r01:1 I r ______-_____.________ I I 0'-0' FIN. FLR N.4 GI D �— OFF RIDGE VENT REAR ELEVATION SCALE, 1/4 F I'-0' TEXTURED FINISH a Lr0'-O' FIN. FLR LEFT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT 8'-8• 5Ra' `IGrd� —� a 0-m•F'——_--_-----_---_-----_—_—_ __-__—___—__--_—_—_-----_ DP' RIGHT ELEVATION SCALE, V4 • I'-0' TEXTURED FINISH v I I h h DECO. DTL. (—A SCALE, 1/2 " I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 gM S 0 C y� V 4n tY fl sunDIV. & LOT: SILVERADO LOT 7 BLK 7 PROJECT# 04128.002-0707 MODEZA 4EBB "1828—CALI" GARAGE B'WMG: RIGHT PAGE: ELEVATION "D" 50 MPH DAM 01/17/19 MICALM 1/4"=1'-0" SHEET A2D ELECTRICAL LEGEND . DESCRIPTION TANDA,R wcw ,S -WAY SWITCH I -WAY SWITCH IMMER SWITCH BUTTON *CONNECT T TAT MGLE RECEPTACLE (R6vQ®-AI•P SNOd.E POLE) IOV DUPLEX RECEPTACLE : DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT R3•TER/TAMPER RESISTANT TYPO IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) ]EXTERIOR WATERPROCP/GFI CEPTACLE (GROUND FAULT RIPTEw lov OUADPLEX RECEPTACLE ® IOv DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) L MOUNTED LIGHT ILING MOUNTED LIGHT T LKAHT OOD LNSWT L SCONCE PRE -WIRE PAN WITH LIGHT (I CPM PER SQ. FV am BULD LIGHT FIXTURE aSCi BULB LK•FIT FIXTURE 8D99E4 BOLD LKsHT FIXTURE ' TRACK LIGHTING TTIC LKiMT WITH PULL CHAIN J—={ ER CABINET LIGHT ® k4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE T) LeAl k4' FLUORESCENT LIGHT (RECESSED) • LI O CE80 LOW • CESS LOW (VAPOR PROOF) ILRJGI MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY OCATION) .AL METIER (FIELD -BOX (WALL MOUNTED) m -BOX (CEILNG MOUNTED) ILING MOUNTED PAN 0 T PAN (I CPM PER Sa FTJ 14 JACK 0 DETECTOR (CEILING MOUNTED) 0 MOUNTED) IMES ® D CUTLET FOR GARAGE JACK -� PORT NOTES-. • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO DE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCOM4:CT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 60 CRM INTERMITTENT PER TABLE MISMA CP FeclE brH EDITION (2®n1 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERJPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD 614ALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . ALL LAMPS SHALL amp mr_Tsn BY nw OER AND 15f OP LK.HTSNG YlffiT BE EI.ERGY EFFICIENT TYPE PER PEG LNERGY fGNSERVATION (RESIDENTIAL ENEIEGY EFFICIENCY) 20n. bth EDITION R404J CEILING MTO. L*HT �`� ' LIVING ROOM TO BE _WIRED INSTALLED, CLG PAN 7 OWNER'S PROVIDE (' 11) PRE -WIRED SUITE J-BOX FOR \ \\ GF CLG FAN OPT. FAN I DINING tq PRE -WIRED ROOM CLG FAN I ` SWITCH OUTLf`r— — — — CABINET FOR DW ------ ----------- Gr 0. 4" OF[ OR1 � 1 PEP • / _ 1 / SING / IQTCHEN \ RANGETill GFI QO GFI //�\ irL ' I IIff Will ----L BDRM. ¥4/ _ WIPE Ull FOR ® FUTURELEMICRO C . 7 PRE -WIRED BDRM.•S 1 I CLG FAN R AI �L— `� PRE -WIRED \ 1 CLG FAN \ P.D. FOR wilb 44' O G ARA(IE\ L — — — — — I AFF. DOOR \ 4 — \ L � BOLLARD AS REQ. WALL MOUNTED PER BLDG. ' ATTIC W/BWITCH IN CODE 3 S� 1 \ I \ GFI 6 CLG. KEYLESS OUTLET METER BDRM. j FIXTURE I / .FOYER OGFY IRRIGATION OUTLET • PRE -WIRED CLG FAN \ L;. ------_--_—_--—_—__-- COACF LIGHT ELECTRICAL PLAN SCALE= 1/4' " F-W ®YOCOY Y�ET�YY� NNW oY.�YYY. I,�EYO�mY Y IIIIIZIIIII HE Y Ym®>�'i'Y♦mYp® YYY��© oO�mYY♦i �����o YYY��® NIN00�7_f,7YNI0 Ei7��YY� IIIIIIIIIIIIIIM �— �- YI PROVIDE 37/0 CU, THW • F6 CU IN 2' CONDUIT OR 3 " AL. THM • 1% CU IN 2' CONDUIT. (CONDUIT TO TENRMNATE ABOVE SOFFIT • OVERINA 42 J 150 AMP ELECTRICAL RISER NOT TO SCALE. COMDNATICN 6ERNCE "Al" DISO MOCT SWITCH AND 20440 VC GENERAL NOTES, M ELECTRIC METER N IPHASE A ELECTRICAL MATERIALS AND INSTALLATI06 SHALL NE U 3R ENCLOSURE PANEL COI'TLY WTN PROVISIONS ELECTRICAL OF THE �iR.&LW EDNTNaN ne1TJLOCAL CODES, AND ALL LOCAL POWER COMPANY 1111SOUIRE'@ITS. 1 B. ALL CONDUCTORS SHALL BE TYPE THFWTWN UNLESS (' NOTED OTHERUSE. POWER COMPA TRANSPORTER PROVIDE ISO AMP, IMA140 VOLT, I PHASE SECCNOARK ELECTRICAL SERVICE. PROVIDE 3 q COPPER (CU) N 1412" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 90 PVC COFOWT UNLE66 SERVICE I6 PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TWAFN" SERVICE CABLE TSLL•VMMGN ENTRANCE SERV a ERRANCE EQ3RE'M y y EQRTlNT INTERSYSTEM BONDING TERMNAL AT LOW VOLTAGE C 1,1 ECTIONS 144 QI SERVICE G OMM CONNECTED TO CONCRETE ENCASED FOOTCR STEEL PER ELECTRICAL PROVISIONS OF THE NjG&&&R EDITION [T•I'V. Sn" DIA x 6 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-77"078 FAX 407-774-4078 www.abdoelgngroup.com AA IF: 0003325 fl; I 0 F a SUDDIV. Ae LNOT: SILVERADO LOT 7 BLK 7 PROJECT 04128.00 -07071 MODELA 4EBB "1828-CALM" GA tAGE OWING: RIGHT PAGE: ELECTRICAL PLAN 0 MPH EXP. BJ pRrNT moo" DATM 01/17,119 OCAL.E: 1/4"=1'-0" SHEET E1 I I I I I I I I I i —--- —2—' ---( — —_—III _— it ------ IiiIIItIt1III IIII �I ��— — --- OmM' Y I irtIIR2''-VTR KITCHEN VTR a(wW/ `�; II -11\2' I/2' AUTO VENT � �1. �I I/2' I AVL-----J �B2 LAV EEC)]] 3 WC 3 g• IIR SNR 3 WASHER w 4 in 4 TO MAINt- 1 1* � 2 1� 2 Ell PLUMBING RISER DIAGRAM ff3ir�-- ------------------ Ll PLUMBING PLAN SCALE: 1/4 ° V-®' 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA /: 0003325 Fa y a F 8UDDIV. & IAT SILVERADO LOT 7 BLK 7 PROJECT* 04128.002-07071 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 0 MPH EXP. HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS 814ALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDC'G, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IBM CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET. OR SANITARY SEWER VENT OUTLET &. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20P1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM& SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403, S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO I M. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601, 10. GRILLES AND DIFFUSERS 614ALL DE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EC2UAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN N LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA66-THRJ AIR GRILL NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION 1 T-,L 6. � ALL LHVAC TO HAVE PROPER 12XB - --- ® . PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER - - - - - - - - - - - - - - - - - 1 14X14 10X6 ATTIC W/ l2)-3/W'M' TAPCONS UNIT uIB ROLL STRAP I I 4' OR ELAN OR EQUAL 4' 0. CEILING EXTERIOR WALL - - _ - I H TH A.C. PLENUM T y AIR RETURN 4' CONCRETE BLAB SECURE STRAP TO WIT W/ (2) GSXI 1/4' BHT. MTL. SCREWS i I i i------- 14 SUCTION LIQUID �i � � AIR SUPPLY y RIGAND REFRIGERANT LINES CONDENSER UNIT ` --- ------ . AIR HANDLER y CONNECTION TO PAD �ini I EXTERIOR WALL XLAUN•i y 3/4' PVC CONDENSATE DRAM LINE NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD 12' FROM STRUCTURE0 o I� 3_ EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 0 _ 1 BDRM. #E4/ 1 REFRIGERANT LINES TO �7 O DEN PLATFORM RETURN CONDENSING UNIT 4' DRYER m 10X6 TRAP DRAIN LINE AND TERMINATE V.TA ' IN AN APROVED DRAIN, AS PER - POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS 4' L GCORIATED NICKEL BRONZE FL. PL. FIK FLOOR OR WALL COUNTERSUNK, CA. PLUG 14Xiv I II 5g00 I I Cfi I &X4 i I � I L-____J a � I _6 ®� 8X4 I __SEE SEE OPEC. GARAGE BRASS PLUG �—FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED //-- WADE 6240-K JOSAM S6000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN —OUT (TYP FIN. GRADE OR PAVING 1'-B'X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED jEXT. GROUND CLEAN —OUT (TYPN MECHANICAL PLAN SCALE. 1/4 • I'-C' i441 N. RONALD REAGAN 61 LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003326 AN a Dw01/17/19 SCALM: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PRE-FAB TR1S8 1/2. CLG. BOARD V2' DRYWALL 2X4 WOOD STUDS 024' O.C. GLAD PIN. PLR NQTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON-BRG. D1 SCALE. 3/4'.1'-0' FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON J' O.S.B. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM• SOLID GROUT W/ (1)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-C' S/S' GYPSUM BOARD OR IR' HGH STRENGTH CLG. BOARD PER rtQN SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4.1 INSULATION ------ WINDOW ATTACHMENT �AS PER MANUFACTURES OPEGIFIGATIONB I REFERENCE STRUCTURAL ix2 P.T. FURRING—", STRIPS • 24. OTC. S• CMU� 1/2' GYP. WL. BD.� WOOD BASE —� FIBERGLASS SHINGLES OVER F80 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON O.B.B. SHEATHING ORCOX PLYWOOD SECURED PER FASTENER SCHEDULE Py LLYN FOR em LN av . OTP. O. 80. 2B GAS LINE THRU BLACK rxe vr.rr FIBERGLASS SHINGLES OVER F30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.1.1 ON J' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER ELEVATIONS I'RE-E4G TRUSS VENTED SOFFIT MTL. DRIP EDGE PRE-EN3'' GABLE TRUSS WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYP. O.H. VY THM 2 COAT - PCRILA/A CWlIT PLA$Twt A-ft 0045mY TO rwOneY RILL Aa V cm en STR MWAL FOR 2.6 P.T. OD ATTACHM TO FILL CAL AG Pie APPRDVAL RIM MACIAxT 1 .ACK®! RIOD 3__ GARAGE DOOR JAMBS D1 SCALE: 11/2*-1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERSL.ASS SHINGLES OVER F30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.1.1 ON l' O.S$. STIFFBACK AT ALL UPRICRHTS SHEATHING OR;' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE — PRE-ENG WD. TRiMTYP. MTL. DRIP EDGE o.H. 2 PER ELEVATION x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS / VENTED SOFFIT SEE ENERGY CODE FORMS FORD INSULATION R-VALUES PRE-ENG. LADLE TRUSS PER ELEVATION WEEP SCREED 5/B' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOAR STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED ----------REFERENCE DIRECTLY TO MASONRY STRUCTURAL N2 P.T. FURRING STRIPS • 24' or- 1/2' GYP. WL. W. CMU WOOD BASE FIN. FLR.L J, 0'� 0' PIN. FLR 0'-0' FIN. FLR � a � J� 0'-0' FM. FLR <a ' 4 n W/ WINDOW OPENING B�WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (OLAY ERIUNDERLAYMENT TO LESS THAN SYg E )M 5 1-STORY GABLE BLOCK WALL 1 SCALE. 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES D� SCALE. 3/4'.1'-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D (0151 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003326 b ro l F sc7>sDIV & VC SILVERADO LOT 7 BLK 7 PROJECT* 04128.002-07071 MODELA 4EBB "1828-CALI" GARAGE 9f1INO: RIGHT PAGE: DETAILS 150 MPH XP. RJ DIUNT ATI : 01/17/19 8CAL.E: 1/4"=1'-0" SHEET D1 IT MN. TO O�Irir=l::l�ri�r aI V v [IN 11V CUT HAILS. NOS& 2X6 GARAGE DOOR BWCK uv (8) IN AW' A-8OLT8 W EMBEDMENT MN. W/ 2X3'X4 W484M AND NNf !PACED EVINLY PROM FLOOR TO GARAGE DOOR HDR N JONTB PRIOR TO MLLNG. 1-2X& PT BLOCK • CENTER OF O" DOOR HEADER Wi(V roKD' J-8OLT8 4' EMBEDMENT W/ 270')0(e• W48FER AND NWT. ® INaree, �L L BE N ACCORDANCE TO MOMPACTIJRER'8 MTALLA7CN NSTRJCTIONB WNEIE GARAGE DOOR /BUCK ATTACHMENT �GtN, VJ'•Y4 B' CMU YN' DRYWALL I'X4' OR I -AV P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK 0 1 Tf W/ 116' TAPCONS I. lip (MIN. SWANK SIZE .145 MIN. HEAD SIZE " MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 A RDMW TO BLOCK +9 ♦ OR +8 4 SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ V&' TAPCONS OR (MIN. 814ANK SIZE J45 MIN. HEAD SIZE 30C MIN. EMBEDMENT I Yi ) WITHIN W OF EACH END 4 IS' O.C, MAX SPACING. 2Xb,m SECURE TO BL W/2-W6' NS( TAPCOMIN. SANG SIZE 145 MIN. HEAD 8121D/0 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH ENO � g• W3' O.C. MAX SPACING. YN. 2X8e m ❑ I'X SECURE BLOCK W/2-�1(r' IMIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 ODOR MIN. EMBEDMENT I Y4) AT WITHIN 8' OF EACH END � MANUF CMU DRYWALL 4' OR I'X2' P.T. NAILER OOR CASING JAMB OR WINDOW TAGH TO 2X PER AGTURES DETAILS. 18 C.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED)'.') DOOR JAMB TO BLACK +1-1 2" RBiD0W TO BLACK +1-1 " " SCALE: KTb. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE 145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb� SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPCCN MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 1 Y4) •DRYWALL WITHIN 8' OF EACH END IS' O.G. MAX SPACING. ❑�'X4* OR I'X2' P.T. NAILER 2X&m SECURE TO BLOCK W/J-%- FIA ' Ob15. X 4' MIN. TAPCONS (MN. SWA K SIZE .145 OOR CINGMIN. HEAD SIZE 300 OOR JAMBORWINDOIUMN. EMBEDMENT I Y♦') TACH TO 2X PER WITHIN W OF EACH END J MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)'4-) / in1 DOOR JAMB TO BLLOLCCKKK 1116%1a " SCALE: N.Tb. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END a NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MAT BE ON OUTSIDE 4 2X6N SECURED THROUGH SECURE TO BLOCK W/J-%- NON-STRUCTURAL V TAPO" TAPCCN MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 6, CMU WITHIN 6' OF EACH END 1 K• DRYWALL 2 O.C. MAX SPACING X&m 1'X4. OR 1'X2' P.T. NAILER SEAIMCONSTO BLOCK W/2.7!(6' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOORJAMB OR WINDOW MIN. EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IV O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR }" BLK+2214n 1BLDOTOBK u SCALE, N.T . 2X4m 3(r' SEGO BLOCK W/TA (MIN. SHANK SIZE .145 MIN. DEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END J N07E, STRUCTURAL 2X 18' O.C, MAX SPACING. MUST BE ON OUTSIDE J 2X6m SECURED THROUGH SECURE BLOCK W/2-V'NCN-STRUCTURAL i(4' STO TAPCCN MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 ' CMU MR EMBEDMENT I Yi) DRYWALL WITHIN 8' OF EACH END 4'X4' I8' O.C. MAX SPACING. OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK W/2-%- TAPCONS DOOR CASING(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ys') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IB' O.G. MAX SPACING. MANUFACTURES DETAILS. nem �,o, r r�eo ro eves Yer• me nor o,eao 4•, DOOR JAMB TO BLOCK +3" %1 13D=W TO BLOCK +3" " SCALE: RT , 2X4m SECURE TO BLOCK W/ Jlir' TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') WITHIN 8' OF EACH END < NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST ISE ON OUTSIDE s 2Xbd= SECURED THROUGH SECURE TO BLOCK Wn-II6' NON-STRUCTURAL TAPCON&MIN, SHAWL SIZE TAPCCN MR I-Y4 AS EMBEDMENT INTO BLOCK - MR HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMJ WITHIN 8' OF EACH END 4 Y)• DRYWALL IS, ; MAX SPACING. 1'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK SECURE NO 2X SECURE TO TAPGONB(MIN. SHANK SIZE K SIZE STRUCTURAL MEMBER .145 W/(2A2d WITHIN 8' OF EACH MIN. HEAD 61ZE 300 END 4 b' TO 8' O,C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END a DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" F' SCALE, N.T . 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED. THROUGH 2Xb,m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCCN MIN. I-Y4 TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4) YJ' DRYWALL WITHIN 8' OF EACH END 1 IW O,C. MAX SPACING. X4' OR i X2' P.T. NAILER 2X8me SECURE TO BLOCK WA-114' Yo- OAJ3 X 4- MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.O. MAX SPACING. MANUFACTURES DETAILS. ,tlrb MI N rm)O ro eLe� Yes fDo nor oema R'/ DOOR JAMB TO BLACK +3-7/18" irl 11ItJDOW TO BLACK +3-7/18" " SCALE: N.T . 2X4m SECURE TO BLOCK WY- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE; STRUCTURAL 2X WITHIN 6' OF EACH END 18' OJG. MAX SPACING. MST BE ON OUTSIDE f 2X6:m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL ' TAPCONS TAPC.CN MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8' CMU WITHIN 6' OF EACH END 4 )6' DRYWALL IS' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN, TAPCONB CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMS OR WINDOW WITHIN 6' OF EACH END t TTACH TO 2X PER W3' O C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO RLACK +3 3/4" SCALE: N.Tb. 11LNDOlf TO BLOCK +3 3/4" 1A41 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdoeigngroupmm k AA !F. 0003325 anon, PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS 5TRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12029.1 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 SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/32/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLO RIDABUILD ING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom L AA #: 0003326 BIIIIII F01/17/19 1/41' D3 PREFORMED CONTROL JOINT PLAN= OF CONTROL JONT6 Td BE WIRED TIED TO LATH • S' O.C. MAX (%EWJ. NOTE,. DO NOT FASTEN CONTROL JOINT TO WALL EVE! P 81w EXISTS BEYOND EX=I-T OTAPLE6 W) LE6 MAY BE USED o TEMP. OONTROL DURING INSTALLATION PABTENERS TO BE SPACE DDD��� • T• Or- MAX VERTICALLY i• THICK, 3 COAT CEMENT P LAGTER WRS LAYER 2, FORTW400M BUILDING PAPER APPROVED METAL LATH FASTENED r• (VERT.) O.O. MAX AT 8W'PORT6 WRS LAYER •1,STUCCO URAP WOOD SMEATMW% �� 17zrzzzzz�zzz/CIGrzzz MIA FAAF 010 LATM SHALL BE CCNTMUOIS TT Ro�UGI�N T BE STOPPED A olTIED AT EACH SIDE. PRDADE 2X4 BLOCKINGPERASTM CT®63 PLACED PLAT MAX. VTO S•NOT 4FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON l ASTENERS FOR LATH TO BE NAILS O\R/aTIY11CTURAI. aTUD 6TAPLE6 N COMPLIANCE UV ASTM C0632. WIRE TIES TO BE (NO. 18)1804T6• WREL3. BLOCKNG SM1OM MAY OE IN ADDITTOWALL STUDS R24UPED PER PLAN OLOCI, N IAR) . M.A 7. CREAM . PT. a 1L COMAM . R. C OL POW Na40 . PT. A 2. CR1M11 . PT. a OCLD • p• ® L FC{.D Np41Rp . Pf. A I. CRAM. K.a 3. COWAN . PT.O A. ACED PL C OVER PT. 8 TILL PT. C TOWNG aGTTCM R.ANN mollom 0 FLANW "-MV°E 6aTIR TIaNr MAL FOLD. OG mm Cif. .T) (ME NITALL IDGWfAT ao7raM QNRRKf),ICN1 APPROVED BUILDINGSHALL ME LAPPED A MINIMLI M OF 61 • VERTICAL LAPS (ROLL 006) ( 6' • HORIZONTAL LAPS. ALL 8EA1'S NEED TO ME TAPEDWITH PORTWR 6HEATHMG TAPE LATH VERTICAL LAP TO BE I' METAL LATw URB LAYER M. N P R LM ML QYYY�SWLDMS PAPMM LAYER ERAe16ER ®KICKOUT DETAIL U AMM TOW MAL to" CR!OLDER Dr)NOT= NOSE, SIDE LAPS Oa METAL PLASTER BAG" SMALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETum &A-poRTSUNTM 004T8-M (1.21-FT•U OW AT MTERVALS NOT MORE THAN 8• (228-MM)AS PER ASTM CIO63 IAA FOR REPAIR OF TEARS IN 4M LAYERS. TEARS MAY ME PATC:MED WA40USE WRAP TAPE PER MAMA SPEC. OR PEEL A &TICK LAP WOOD STUC SHEATHING STUCCO 3COAT CEMENT METAL LATHURB LAYER 2, PORTPNOER OWLOMG PAPER WRD LAYER •I,STWOO UARAN" WOOD SFEATMMYs WOOD SHEATHING OR CMU WRB LAYER 6I, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER F;Z F ALLSCREED VX3' 'L' TYPE CONTINUOUS GALV. METAL FLASHING TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS L" FLASHINGN.TA 4•N4' 1' OR LESS PIPE PENETRATION 4• CUT AND OVERLAP ONE SIDESE.P-ADFERM6 MEMBRANEILAAHING T al INOTALL PASTENERS (CLIPS. STRAPS, STAPLES) ASREOUIRED TO SECURE PIPE) WIRE TO PRAMMG 6'Ab• SELF-ADMERBYs MEMBRANE PLASHING [COMPATIBLE UV WOUSE WRAP MATERIAL) OVER 4.4 SELF-ADNEW242 MEMBRANE K AGWNS OVER APPROVED 110UaE WRAP. 0.daH1Nb To EXTEND ONTO FNPE CUT AND OVERLAP ONE SIDE OP STEP wI PLUM RNG MEMBRANE WOOD LAYER t eTnxw URAl�• WRS LAYER 2, FORTPIOER MILDINS PAPER FETAL LATH PLA814MG OVER APPROVED MODE WRAP. R-A6NMG TO EXTEND ONTO PIPE '4'.4• aELP-ADHERING MEMBRANE PLASHM OVER APPROVED MOWE URAP. R-ASMRG To EXTEND ONro PIPE '6' CONT.:MEAD OF SEALANT AR COATING OVER STUCCO/ TYP WALL SECTION) SECTION PER SECTION RM.7 llllm YSNMYq pIaNeAdW Exterior uN of portlend cement plaster shall ..ply with the application mgWmmente of ASTM C 828-121. Installation of anterior IetNng and Iraming shall —Ply wflh ASTM C 1063121 I,1thill T ■i DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFIBER — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHINGNOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-a4l-sag, MIN. 2.5 LB5. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 75LTHDIV. to L"ONOT SILVERADO LOT 7 BLK 7 PROJECT# 04128.002-07071 MODEL' 4EBB "1828-CALI" GARAGE 69WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH BACKER ROD BACKER ROD WRB LAYER 01, STur1.o WRAP INSTALL 6' SELF-ADHERMCs MEMBRANE PL4814MG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, 1. 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-2 BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PER11IETER OF NON -MOVABLE FRAME ANDSTUCCO ON ALL SIDES, Aa' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lefty and plasteft 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 PLASTER METAL LATH WRB LAYER 7, FORTIFISER - BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO LURAP) LURE LAYER *2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTM C-541-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH F,' SELF ADHESIVE OVER TOP 1 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT r TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL h 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION VENT PENETRATION WREILAYER 01, STU 4CO WRAP A SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX APPLY TO FAI EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP *3 WOOD SHEATHING LAYER -1, STUCCO WRAP LAYER 02, FOWIFI15ER BUILDING PAPER METAL LATH WOOD CONSTRUCTION y�-FINISH0 WOOD D FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX a' Gf AU uxF.ETOEGBEER — =ed 6' WIDE STRIP SELF ADHESIVE FLASHMCs, CLEAN MASONRY OEFOM APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED FRAME TO BLOCKI a' WRS LAYER 01, STUCCO WRAP CUT 'X' INTO SELF-ADHERWG I MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP #2 UIRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP I.I. LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #(o OELECTRICAL RECEPTACLE IPROJMCT# VHDIV. & LOT: SILVERADO LOT 7 BLK 7 04128.002-07071 MODELa 4EBB "1828—CALI" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH DATE: 01/17/19 acALE: 1/4"=1'-0" aFIEET Yd A2 LEGEND DRAINACxE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING P7iiii%TTlllTil SELF—ADHESIVE FLASHING — — — — — 2 I/2" k CORNER BEAD (FASTENER 4 SPACING w l' O.G.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ 4 B�CORNER BEAD C� BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 b04 0 0 Fs G i 40 ara 0 BU13DM A LOT. SILVERADO LOT 7 BLK 7 PROJECT# 04128.002-07071 MODEU 4EBB "1828—CALI" GARAGE 811INCI: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. BJ D A.� 01/17/19 BCAL,E: 1/4"= V-0" 8HEET tlV A3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) IURB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING woad SNEATNRI6 wiATww REaSTNE WTNM IPM.WGTIVE i/ 1x' X I��LAP blow. / i 6. F-ADAERNS a NG RA �� < \ 6�A TTWEERR REe16TIVE OTARTBR STRIP / \� \� MAAI T�RIIEEIR!.en)TWE �\\ y NERaG GAL.V'D METAL GALVWPL�� 7'R-ASNa6 'X on T IM R ' X 6' SRALLATED f T MEMSER OAP =ALKNO APPROVED SEALANT CASM \� t7 SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX, 407-7744078 wwwAbdesigngroup.com AA A: 0003325 ,anon, 2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ I� 1/8' TEXTURED I FINISH a WOOD I �� 1/2' TEXTURED j FINISH a CMU ! �� METAL FASCIA \� WRAP Ya' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8, TE>CrUR D FINISH • WOOD, .. 1/2'TEXTURED FNISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHNG x x x x x x OR CMU x x x x x x WRB LAYER h, STUCCO WRAP(PRAME ONLY) x x x x x x x x x x x x WRB LAYER &2, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUB 6AND �� CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT ©PLAN METAL KICK OUT x x x x x ONLY • FOR WALL OFF x ' SET OF COMPONENTS) \�NOTE NOTCH FOR 2X6 SUB BAND ONLY \ ®ELEVATION ®PLAN A ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) '1/S' TEXTURED FINISH a !WOOD, 1/2' TEXTURED FINISH a CMU \�2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL s STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/U5'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL 0 WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN.1'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdoWgngroup.com AA M: 0003325 �INII1 91111N a�mnJ ax IN as LOT SILVERADO LOT 7 BLK 7 PROJECT* 04128.002-07071 MODEL 4EBB "1828-CALI" GARAGE awING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH E F1/17/19 /4"=1'-0" A6 3"" 28'-8" T-4" FMAR18------ au 4" CONC. F Ik I' $w SLAB w *:3 112 LF-24X24 10 ,I r 1 FM-12X18 EXTEND 5 1 I SLAB 1 1/2" I I I I TAO� SLAB N I ' I N I I Ix I' I (� I I I I 5'.0" I I 1 4" PVC I Q•�� CHASE ,., TE-i — $-5 1/2 5 3'-0, I �I W xl N II I 1 EXTEND I r--- 1.1 SLAB 11/2" 2 I 14" CONC. �) FM-12X18 I SLAB W I $-3 1/2 N al I 3,.4„ ILL 1----- 2 7 1l2 � 1 1 1.1 I FM-12X18 1.1 J FM•12X12 FMC-12X18 FM-12X18 FMC-12X18 4 4 1.1 Li 10'-2" 3'-10" 2'-B" 16'-0" 21'-4" 2'-0" 14'.0" 4'-4" 39'-B" 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 +.4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'4% SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 6. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 OINDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #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"1 #6.36% AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #TS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: F'm = 1,500 PSI, TYPE "M" ORS" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6z6 WIA.W1.4 OVER GENERAL 3 1/7 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 10, - s FM-12z12 17' CONTINUOUS 17' () W. + •{Y' FM-12K18 17, CONTINUOUS IS, (2)#6s FM-16z18 16" CONTINUOUS 16' - s FMC-1208 1T CONTINUOUS is" - s VARIES 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com L AA #: 0003325 t a n4 0 a SV8DIV. is Lo SILVERADO LOT 7 BLK 7 PROJECT* 04128.002-07071 MODEL." 4EBB "1828-CALI" GARAGE 8MINa: RIGHT RAGE: FOUNDATION PLAN %150 MPH EXP. RJ DREWT wOl/17/19 8CAL.E: 1/4"=1'-0" 9IiEET S1 30" MIN. EACH WAY MONOLITHIC FOOTING t Z STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED > — CELL SEE PLAN FOR SIZE AND a a 8 CELL SEE PLAN FOR SIZE AND REQUIREMENTS 71 ve_ 0 IrL. SPACING REQUIREMENTS W SPACING ,�— .. GARAGE DOOR W m U W ¢ W RECESS �(L Q � FM gp 0. /n Z 8" CMU WALL N O 8"CMU WALL e . CORNER BARS, SAME SIZE AS BAR I W Ill 9" O io Z dam' IN FOUNDATION WITH 30" LEG EACH W U N " WAY AT ALL CHANGES IN DIRECTIONS tq TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURBFOR - VAF IESl MASONRY PORCH SLABCHAMFER SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. (iSTORY) SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH LL o CONTINUOUS STEEL MONOLITHICEXT. ° FOOTING REINFORCEMENT SEE SCHEDULE ��De UNITS SET AT ELEV:CHAMFER 1/7' ISOLATION (2STORY) ♦3 gAND 16' SLABW/ W/ 1/2"ISOLATION I4"CHAMFER (1STORY) -' ATJOINT (WHERE Z p4 SCHEDULE 24" JOINT (WHERE ` 6CHAMFER (2-STORY)APPLICABLE) • • EE SCHEDULEAPPLICABLE) Z c.WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE 06 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY 36, AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING r,, EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" @ GARAGE SCALE:3/4"=1'-0" / \ / e� \ CORNER BARS DETAIL 4 DOOR OPENING W O I NEW REINF. BAR O a SECURED W/ 2-PART g 7CAPPED IL I EPDXY. MIN. EMBED GALVANIZED PIPE S 8", UNO W/FLANGE 0 BASE C1 FOLLOW ALL MANF. K SPECIFICATIONS FOR USE AND ( PREPARATION OF HOLE. SECURE FLANGE TO Z SLAB W/(4) 1/4" X 2114" TAPCONS V's 4"CHAMFER (1STORY) 8" CHAMFER(2STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 c V SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z o(L W w aO 8" CMU WALL I[/•�--,+'—.- TOP OF SLAB ' SEE SLAB SCHEDULE Z "ISOLATED" COLUMN PAD to • CENTERED UNDER WALL A POURED MONOLITHICALLY WNDITH -1 - •? FOUNDATION AND SLAB SEE SCHEDULE / FOR WXD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 10 SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdaslgngroup.com L AA0:0003325 — mo BVHDM ae LOT: SILVERADO LOT 7 BLK 7 PROJECT* 04128.002-07071 MODEL: 4EBB "1828-CALM" GARAGE 8111117NO: RIGHT PAGE: DETAILS %150 MPH EXP. BJ DA pmqT 01/17/19 BCALE: 1/4"=V-0" 8itEET S1.1A DOWEL PLAN SCALE: 1/4" - V-T 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-eO78 FAX: 407-774-4078 www.ebdeslgngroup.com L AA B: 0003326 anon, aUBDIv. ag LOT: SILVERADO LOT 7 BLK 7 PROJECT1p 04128.002-07071 MODELA 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DOWEL PLAN 0 MPH DATE:01/17/19 acALm: 1/4"=1'-0" s s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM - VARIES PER ELEV. Z � #5 BARS 8" g O CLEAN OUT REQUIRED K FOR INSPECTION m O 0'-o FIN. FIR. • - TIE RTICAL REBAR HORIZONTAL EliTO a.: REBAR W110'HOOK BAR SIZEI 48 BAR DIA I1-0 Z #3 18" m O 3Q' ©ap'I ARE NOMINAL S ZESNS #e 4 47' #7 HORIZONTAWERTICAL MASONRY SYMBOLS 3 SCALE: REINFORCING � SCALE: 3/4"=1'-0" L441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-1144078 www.abdesigngroup.com AA #: 0003326 emm anon, 9tT9D:v & LOT: SILVERADO LOT 7 BLK 7 PROJECT* 04128.002-07071 MODEL• 4EBB "1828—CALI" GARAGE 9WWCt: RIGHT PAGE: DETAILS 50 MPH DATE 01/17/19 WCALf: 1/4"=1'-0" skimET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 VW 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. 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 SHOVNV IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" "x 2 7/8" LONG, WITH WASHER 0 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 a-O-, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE OREM 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 fe (Pei) �H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SBt MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES FT SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS 11 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 48+001/e111100 1 SAFE LOAD - POUNDS PER LINEAR FOOT I I 4&M.&M SAFEGOAD48ROW-6111141100 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °U0 3'4• (42-) PRECAST 2231 4'4• (48•) PRECAST 1985 r4• (541 PRECAST 1500 F-Ir (54-) PRECAST 1217 5-17 (70•) PRECAST 1002 S4• (M PRECAST ON r4• M PRECAST 743 Y4• (1127 PRECAST 564 104• (12n PRECAST 473 114• (13n PRECAST 382 lr4r (144-) PRECAST 337 IT-C (IW) PRECAST 218 14'4• (18S•) PRECAST 279 14'4• (178•) PRESTRESSED NR 16-0 (1841 PRESTRESSED NA 1ri• (20S•) PRESTRESSED NA W-C Mr PRF811IESBED NJL 214• (2559 PRESTRESSED N.R 2r4r GWI PRESTRESSED N.R. 24'4• (285•) PRESTRESSED Omm00�� O��OmO m�0000m 0movsov mom=Q ooff=v lE--xmoomoo N = 2Km"WM"� == ®ommlEm 0 m w!:zf*!��Kmr� Q`1 0®�m00m imm■�ODEil��7 �m00G�G�1'"Qw s7s�lm0�Q0 osamoo�Q+ oo�a®mo ommoo�c oom000v oomoomo oomomov 0 iC ��m00 ©omomoo ©�mOm00 ©i0iv���0 DiO ivsv�iv� ��00®00 i0©s�.7iv�i0� NJi 10 1 24 1 40 1 104 1BM1 I= I 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM *SAFE LOAD TABLES• BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCT'S ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 14• (M PRECAST 1025 1024 189E 24• (M PRECAST r4• (4") PRECAST m 783 1300 4'4• (48� PRECAST C0 (54-) PRECAST 502 BS1 1073 4'4• (64•) PRECAST S-4• 04-) PRECAST 411 411 745 F4- (64-) PRECAST F-10- (Po•) PRECAST 340 330 616 5-17 (M PRECAST S4• (M PRECAST 507 721 40 S4• (M PRECAST r4• Mn PRECAST 424 ISM 383 r-r W) PRECAST 94- (112-) PRECAST 320 512 230 0'-4• (112-) PRECAST lV4• (125•) PRECAST 284 401 180 104• (12n PRECAST 114• (13n PRECAST 200 462 154 114• (13r) PRECAST 120 (144-) PRECAST 244 402 137 1" (1441 PRECAST W-V ("0-) PRECAST 217 324 110 134• (100`) PRECAST 14'0 (lW) PRECAST 205 289 100 14'4• (10n PRECAST 14'4• (1M PRESTRE88ED N.R. 284 01 14'4• (175•) PRE81RE8SED IFjC (184') PRESTRESSED N.R. 259 83 184• (184.) PRESTRESSED 1r4• (208•) PRESTRESSED N.R. 194 84 1r4" (208•) PRESTRESSED 104• Mn PFIES RES8ED NJL 148 52 1" (182') PRES(ES88ED 214• PM PRESTRESSED N.R. 125 42 21'4- On PRESTRESSED 22'4' (014") PRESTRESSED N.R. 118 40 224• 004•) PRESTRESSED No mn PRESTRF88FD N.R. 01 89 24'0 (-) PRESTRESSED (A) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINMIM r OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: 18-0128.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-714 4078 www.abdeWgngroup.com AA #: 0003325 ANNE SILVERADO LOT 7 BLK 7 PROJECT* 04128.002-07071 MOD=- 4EBB "1828-CALI" GARAGE sWMC;: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %JI50 MPH EXP. BJ 11 Dw�TET 01/17/19 sCAIX: 1/4"=1'-0" BHMZT s2 05 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/,0' HOOK LHJ 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.6"xg' ff;a— #5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �0 REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR VIX16" 'tp �FIP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O, / 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. G \r1 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / / _q$ �F'O 8x16 DBL. BOND OP OF BEAM W/ (1) #5 BAR BOND BEAM #\O�� 9 EACH COURSE O 8x8 BOND BEAM TOP OF W/(1)05 BAR .*. BOND BEAM F =FILLED W/ GROUT qt\O U =UNFILLED GROUT SOLID FROM TOP f1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE pSEE NOTE 5Q 6-1T/1P 8x8 PRE -CAST CONCRETE 'q5 fG� LINTEL W/ (1) #5 BAR (12) y- �F NOMINAL LENGTH OF BAR = WIDTH OF MASONRY e� HEIGHT #OF AWS, TOP Q OPENING-2' BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM 6X8PRE-CAST CONCRETE SCALE:34'"=1'-0 THAT XFXX - 1T/1M/O8 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER AND XFXX - 1T/OM/O8 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TO OF OPENING 40 PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 6' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 3'1 „ 2X6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST Q OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8' SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4"' m EMBEDMENT 2X8 (MIN 2 X 3)2a16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT, 2X4 SOLID BLOCKING 114") S" FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB 16, O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END vCMUWA" EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: , 1/2'=1'-(Y' c ARCHWAY FRAMING DETAIL •J SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroupcom AA,i: 0003325 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Dd x 1 1/2" HDG NAILS. SMALL JACKS < g MAY BE NAILED W/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 VW 1Dd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 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 P8S38, .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/ A2x6 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 9'FROM THE CENTER OF THE COLUMN, 1-PLY G: 496 LEIS U:-145LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP FRAMING PLAN SCALE: 1/4" = 1'-0" 1-PLY U:.1003 LOS Q 2294 LBS 1-PLY U: � LISS G:16M LBS 1-PLY U: -182 LBS G:16" LSS 1-PLY U:-1030 LBS Q 2063 LBS 1-PLY U: -W LBS G:1071 LBS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigagroup.com L AA #: 0003326 i h 4 0 aysa:v & L,OT: SILVERADO LOT 7 BLK 7 PROJECT 04128.001-07071 MODEIs 4EBB "1828-CALI" GARAGE OWMG: RIGHT PAGE: FRAMING PLAN 0 MPH EXP. PLYWOOD SHEATHING, SEE MMOIIN # 1175 UPLIFT USP "ROOF/WALLIFLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2114' FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(t)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W110 10d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 2 1/4' TAPCONS TO CONT CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1.2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 1T 0/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) TAP CONS MIN. 7 8 ALLOWABLE UPLIFT = U:2430 IBS, L:1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ EMBEDDED TRUSS ANCHOR aMISPLACED 1a 1b SCALE � 3 GIRDER CONNECTOR(§) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d EA. TRUSSES WHERE TRUSS AG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-U' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 3Y-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE ® CENTER TO BLK W/ 1/7' DIA (2)'X BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 9" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2.4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED 0 1(Y-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" NOTCH DEPTH 1/4'D "QLEEOGE>5/B"THE USE OF ALTERNATE MATERIALS MAY BE OLE DIAMETER2/5"D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER FOLLOWING SPAN HOLE EDGE >5/8' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS i A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2).LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 011 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, Ft, HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND AREE < 35'D DBL. STUD SUBJECT TO Fl AND F2 FORCES. STUD NOTCHING / ND BORING LIMITS �6°ALE,11-=r-o" ALTERNATE MATERIALS SCALE: 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-77443078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 M O 0 sumly. As LWO SILVERADO LOT 7 BLK 7 PROJECT 04128.001-07071 "ODEIA 4EBB "1828-CAlf GARAGE 8WINO: RIGHT PAGE: DETAILS UO M DA Ol/17/19 9CAL.E: 1/4"=1'-0" 8*=ZT s3.1A PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS 4'-U' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING O VERIFY SECURE 2x6 PT. PLATE TO BLK WI TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6"MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED @ IU-9- O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 8l LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com L AA A: 0003325 avaDIV. as LOT SILVERADO LOT 7 BLK 7 PROJECT# 04128.002-07071 MODELI 4EBB "1828-CALL" OARAOE EVWG: RIGHT PAGE: DETAILS %150 MPH 1Dw� 01/17/19 aCALE: 1/4"=1'-0" aHEET S3.1B VTT SPACING (1) AT EACH END 1�I 2x4 BLOCKING BETWEEN TRUSSES VTT AND 6'-O" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE ,1 ��1941 30'-1" TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS 0) "X" BRACE 0 CENTER (2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ c (AS PER TRUSS ENG) I \ IoI Oi PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR IL SHEATHING FASTENER SCHEDULE" SEE T'YP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2,2x WOODFASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV COMMON NAILS. TRUSSES 0 24" O/C, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE: N.T.S. W/ HIP RETURN SCALE:3/4"=T-9' 1441 N. RONALD REAGAN Sk LONGWOOD, FL 32750 PH: 407-774-6078 I� FAX: 407-774-4078 wwwAbdeslgngroup.mm AA M: 0003325 R g tQi Y 0 Q sysa:v ae LOT: SILVERADO LOT 7 BLK 7 PltOJECT* 04128.002-07071 MODEL: 4EBB "1828-CALI" GA %AGE s7RN0: RIGHT PAGE: DETAILS GABLE -ENO .. wP ROOF �F--w ROOF WIND DESIGN PRESSURES NET (GROSS) ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.63) "A"= 4'-0' END ZONE DISTANCE BASIC VIAND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5B CDX EXT. PLYWOOD, WITH Sol 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 D 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RINGSHANK, 21/2' 0.120" 170,000 ING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/2' 0.120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM FIB64 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHN4G USE 1/7' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS IVO.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7116, ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Sal RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES a Z C Z I7 LL 2 to Z Z Y ZC W w to 2 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. oAFTER OR Z .—__—I R'1 ---m 1I 11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ENO FRAMING 8tl RING SHANK GUN NAILS 6' O.C. IN FIEUO ` �"- Bd RING SHANK GUN NAILS ® 17' O.C. IN FIELD or 8d x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.B.jN FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ENO FRAMING 8tl RING SHANK GUN NAILS 6' O.C. IN FIEUO ` �"- Bd RING SHANK GUN NAILS ® 17' O.C. IN FIELD or 8d x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.B.jN FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SFIAL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTHORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN BE 3/P. DRAWINGS. APPLICABLE BUILDING 017 I ON STRUCTURAL DRAW GS BLE BU DI CODE STANDARDS: FBC-R 2 , BM EDITION ON ALL EXPOSED EDGES OF CONCRETE ARE TO CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS SOLE PLATE TOP PLATES BRACING LEDGERS BLOCKING B S, ACI 310.14, 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 648L CONTINUOUS POLYETHYLENE VAPOR BARBER MEMBRANE UNDER ALL SLABS-OJGRIXMD WHERE ODICATED 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 DRAN4X5. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. VMD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, $LABS, COLUMNS, WALLS, REASON $HALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DC%NS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD- or+onour t 10 psf BTM CHORD Hwnoarxxm.nt DEAD LOAD DEAD LOAD 15 Psf TOP CHORD 20 psf TOP CHORD Q pd w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Ops/ BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 pst WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY ILA SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 26 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 SUBNR PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MDL PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN TTS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE 8HALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY ID P0.4ED TO EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER: 1-112" FOR A6 MID SMALLER 7 FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-W OC, EACH WAY. TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRU59 DE91GN5 SHALL BE SIGNED AND A. TRUSS DESIGNS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL REBAR SHALL BE ASTM A815 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. ACCORDANCE WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND 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. BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATE-CONNECTED•WOOD TRUSS CONSTRUCTION:, AND 'TPIM/TCA SCSI 1" SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 30' WOOD TRUSSES. #5 BAR - 30' 07 BAR - 47 PROVIDE 38'. 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAVANGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES-(ACI 530/ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 6" TO 10'. USE ONLY MECHANICAL VIBRATION CONNECTORS' BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" 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. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, SIM EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 38 IoV FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 xai. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICAMNJ 91g ttPE SPACING REMpPote APPDCATION SIZE TYPE 9PIGNG REMARx6 -P—RPoNOTO CABS WIROENEDWIL B pC OARAGEOOOR— BEEDETNL 9EE DETAIL 9EE DETAIL 6E£OETaI M080NRY/COIJa NAIL 11Y1"LONO. TO M4801JRYIOCNC. saD�Al. Ezr. DaoRe x ,SEE NOTES cAeE HAROENEDCdL NAIL 11?LONG. e"aD eTpGGERm W1ND01WDOOR/FA41Dlm INTO MABONRI,CgJC. GARAGE Doan eLcx TO MA90MiYlLONC 6EE DETAIL BEE GETaL sEE DEraL sEE GEraL WNOONBOG( CASE HPAGHIEDLgL ."CIC 'N1N001wODOR7FASTENED MEru 9rRAP To CONTACT THIS ENGINEER FOR SPACING x vr. sE>: NUTEa NaL 11rr LONG. sTAGOEam INro MAsaNRrcoNc. MAs�NRr7wNa REQUIREMENTS IXT. SWING DOOR RI G'18'OIA TAPWN' 11T EMBED, B"EN/. NOIJgE4RIN3 WOOD 171EXPANSIQ4 <'EMBEC C"END ]<QC —.PT. 9EE NOTES NO WASwA PASTIER ICQD qBr., I l.'EOGEOST. WALLTOOONC.SV9 WI WASHER .LT DIST., 3' EDGE q9T. ZV PT WINDTV BIx'N 013.'PPfx]14" .'6D 4"END p.T.,11lY PT T08TEEL CCU.,EEE W7 Wp9HER Sri E— ....... NOTE. NOIN 1 S SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. 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. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N, RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroupcom AA M: 0003325 �i 6 a 0 fq,/� Y qg a mUNDIV. Ae LOT: SILVERADO LOT 7 BLK 7 PROJECT 04128.00t 07071 MODEIA 4EBB 111828—CALI" GARAGE INWMC;: RIGHT PAGE: DETAILS %.150 MPH EXP. BJ DitiNT ARE: 01/17/19 BCALE: 1/4"=1'-0" e1FIE8:T Sl