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HomeMy WebLinkAbout7010 Steer Blade DrJ CM J l J l / o 1 V E FOR: ® HO110N 12602 TELECOM EDF IIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE. NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DAZE CITY OF PLAN EXAMINER 9 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nDIilOA BIIADWG CODE, 1ESIDISM'M4 gTq Epp (2017) •ALL IWAL AND STA1E CODES -OCCUPANCY _pH1I�: 4�� �,�+�W :CONSTRUCTION •CQpjSfRLJ('p[Qpj TYPE - INTERIOR FINISH - CLA33 B WIND SPEED - Vult=150 MPH Vud=116 MPH •�O�_ B RESIDENCE • 2-STORY RESIDENCE - MAR HEIGHT AS PER LOCAL AND SPATE CODES ABM. ABOVE A/C AIRCONDITIONINGMUM. ALT. ADJUSTABLE AMP ALTERNATE AMP. AMPERAGE BO. BOARD CL CENTERAT CAR. CABINET CLG. °E"IN° ctR CLEAR CONC. CONCRETE CPT. CARPET CERAMIC TILE D. DRYER DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER SIO DET. DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT DTL �IESTHWASHER EA. EACH ELRV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GJFX. FIXEDGLASS P.G. FUEL GAS FIN. FINISH FLULIL FLUOR FLUOR FLUORESCENT FIGR. FRENCH cDOOR GA GAUGE RBA GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR HEADER GHT INSULT. HT INSUULAATION INT. INTERIOR LAN. LAVATORY LUMINOUS M.C. MEDICINE CABINET MF . MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MID. MOUNTED MIL. METAL N.T.E. NOT TO SCALE O.C. GN cTO SC PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR PAIR P.T. PRESSURE TREATED R RISER RAD. RADIUS R.A.G. RETURNAIRGRILL REF. REFRIGERATOR RM. ROOM ING S.0 SOLIDCORR.O. ROUGH EEXTTDR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR SHOWER SIM. SIMILAR SL. SLIDING STD.L. SLIDING GLASS STD. STANDARD SWS SHEAR WALL TEMP. SECTION EREDGLASS T.O. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE TYP. TYPICAL AB U.N. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPORPROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON GATE DEBCRD"!'fON 08/25/19 ADDED 1e0-C e76MSR019 ARCHITECTURAL SHEET DESCRIPTION Op/ga/IY ADDED 87Y1N6 GP NOTE 70 NRONS 6fiVATNM PG CI —COVER SHEET GN—GE NOTES G AI -FLOOR PC A2D-FRONT g REAR ELEVATION 'D" DG ATII O ""D•BASIC ' " A— G 1-C.T. PGG 1_•I-�Rr PG PPROVAL STING P FAE P PG IWfA3-*ALL Y AIM UU WAS -11 y D 07/19 ADD® OPRONAL PBINSNi 170N77N0 AT IDICHQI 10/1//19 DPDAIU LED UOM3 M D.&HOR ON 10/80/19 UPDATED LED DATAR. BUNKS$ PER D.R.HORTON 11/08/19 RETIE CALWUT ON FWINDATION IN DRMIOR WAIL V/ UPIDT, 01/W/EO ADDED 80�90N OONNKI'OR8 I.LO. 1FAX: • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4076 SQ.FT. CALC.�S LIVING B 611 r Of FT COVERED LANAI 200 Ga FT. TOTAL 3AM 8a FT. STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN PG S2-DETAILS DEAILS PG S2..IA-D BEAM PLAN PG S2.1A_DRM PGG 52.1 DEe'`CAILS PG 33.1aAlLPLAN PG gS3.18-EEDNNETTfflRy ; PG 3N1 �DETAIIS DETAILS ELEVATION 'DNP' j 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 SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUID 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 CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAXES NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE %BEEN GENERATED FOR UNCLEAR ASPECTS OF THE rA R C N I T I C T I 6 Grou�ln. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroupmm L AA 9: 0003325 A I BtMDIV Se LOT SILVERADO LOT #1 BLK #13 PROJECT# 03719,000-01131 MODEIA "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B I a � 06/11, s cALE: 1/4"=1'-O" d*MCICT CS 00 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY ► THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12. 8RE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. 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 CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE NTH 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 T- 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 ARCHTTEGVENGINEER. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. 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 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 TERMITE PROTECTION 2. AS PER SECTION R302.51: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. '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 3, AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE ♦- PROTECTED BY NOT LESS THAN'/:INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (IPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE B FT . SQ. PLUMBBKI 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. 6. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FN418NES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FUZE 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. EMRWR CEILINGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I 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 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. A R C N I T R C T S 6 Grown 41 N. RONALD REAGAN BLN LONGWOOD,FL32750 PH: 407-774-6078 FAX 407.7744078 www.abdaslgngroup.com AA 8: 0003325 atmmv at u SILVERADO LOT #1 BLK #13 PROJECT# 03719,000-01 MODEIa "2558-HAWTHORNE" GARAGE OWING: LEFT PACE: GENERAL NOTES 150 MPH EXP. B 17 PRINT DATM 06/11/zo aCALE: 1/4"=1'-0" wmzET GN E T E r r 12'-4' 2'-4- 5'-4' IO' '-0' 13'-0. Y-4' 30'_9. 32--9. 35-sH MEN n — ----Jo —O ----0 — 5 I a tUB/ I n in PAN. 4 in ° I m b I I I a a NGE � ry iI 6 c0 v 9 CAPS IO'fM 9'-4' CLG. ► X • • 4---- -- - B-44�Cl.C:.� v ^ W. BATH;o � '' 1' I 0 « > 1$t � I v BEDRO0M#3 9'-4' CLC& i& M 2'-1 2' 12' I FLAT APP. blip n MDR AFF ®� 5' — p.0• A AI 8'•9' 4'-b' '-0' 8'-b' FLAT I I I I 5'-9' 3'-4' b'-8' - m I O I I I � �4 I i I 10'-0' I 26'-I0' 2'_g ,_®• 4'_B. B,_S. 0 ® I LMAI19 9 9'-4' CLG. I� 0 I 9 I ao I I 5'-2' T-4GMT uG. ROOM BARREL GLG FROM B'-4' TO S'-8' 3-b' '-10' b'-0' 4'-8' 4'-8' o e 1 LAUNDRY W-4. �* 9 4'-8' FOYER 9'-4' CL6. 21'-8' I I I I 0 - -- �� ii I cii iLL J lip -� i j I wLc.w��------------ 'SM T- I i X kvQ I 3CAKGARAGE I I V-4' Cl A A BARREL CLLG. FROM 8'-4' TO 1'-I 1/2' v _ _ Owms 12�_6• IIff _ BEDROOM I - � • I 9wiCLGr r�'•` i ---------------J �I � IR-ISH 0.B � a __ i BHWR g 0 °j BATH## 9'-4'CLCi BEDROOM #2 4 PRE- LT ® O O 0 X I 2' STEEL PIPE BOLLARD O I a v iV J 39-SH EGRESS 42' H. KNEE WAW/ WALL TEMP. 34- TEMP. M4-OH tEP1P. 25- EGRESS N6 GLASS W/ 24' TEMP. GLS. DR 1'-4' '-II' 28'-6' 11'•8' l'-4' 5'-4- 5'.4' 5'-4' 12'-4' 20'-4' -4 FLOOR PLAN SCALE: 1/4 • I'-0' II FLOOR PLAN NOTES II - ALL DR'1N61010 ARE FROM FACE OF 1 X' BLOCK WALL (OR EDGE OF FLOOR &LAD) TO FACE OF UALL 67M IINO. - ALL MTERIOR I.- LS ARE 3 P UNO. - DRYER VENTED T"RowiH ROOF (VTR), NOT SCREENED. - AIR COPIPRE6lOI• NET ON 44'X44' POURED 02 r- PAD. PAD OMM W FROM EDGE OF 6TRlCTU r- - SE! SHEET GN PM GENERAL AND &TANDARD BNLDMG NOTES. - ALL HADITADLE ROOMS TO HAVE ARC FALLT CIRCUIT ALL MALL JPRR - PULL HEIGHT BLOCK NNLL6 EETIIRW PILLED CELLS WTNOUT OP190IG6 ARE 61lAR UL4LLN. SQ.FT. CAMS 2,531 PT. �LIIVW.x ENTRY �Bpd, g51 8GL FFTT. COVERED LANAI 200 SQ FT. TOTAL 3A05 SQ FT. EXTERIOR MASONRY WALL BIWA HEIGHTS 9'® TILE NICHE TILE NICHE SMALL BE PREFABRICATED I2'x12' SCIUARE LATICRETE BY HYDRO BAN. RO. SMALL DE 14.15' x 14b'. BOTTOM SMALL BE METALLED AT 54' AFF. UNA. Lwm WFWNDBBPlEafBC�eB00 Am e810e No1P1E = OWNWOVA IB1NN8 NDTRE FoorAaE m' WNDM 9 4 243/-263 CRITERIA EXTERIOR OWINCs 24 5 22,W-29b OR MR CRITERIA SJSD. MIN, S& 5 20.1/-25A CRITERIA 8010 CAD. 56 5 21.6/-21.1 16010 OAD. 112 5 20b/-24.9 BASIC WIND SPEED MPH a 150 (Vult) INTERNAL PRESSURE COEFFICIENT - t 0.18 BLDG. CAT.-H. EXP.-B. MEAN ROOF HT. 18'-0' IN PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) RS01.2.1 TO MEET' TESTED ALLOWABLE OR NOMINAL WD•ID LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE CATERER TOP RADIUS CORNERS, SEE VARIES MATERIAL TO I -LAN C:ABMETS. BRACKET 4 INSTALLER SMALL BLOCKING NBTALL FLAT ELECTRICAL BOX REMFORCMG AT ENDS OF PARTITION ARIE KIT -ON MBAR C Q 4 BRACKETS AS WALL DABE -1NECESSARY. 2'X&'X35-I/4' CABINET m g LOW WALL = 2'X&' STUDS •*1or_ W/ 1/2' DRYWALL TYP. CABINET SECTION A SCALE:NTB 6 GrowOign 41 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-774.4078 AA N: BIIIIII BUDDIV. A4 LOT SILVERADO LOT #1 BLK #13 PI o"=T# 03719,000-01131 MODEL: °2558-HAWHORNE" GARAGE 89►WG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B V-4' BFia. HGT.q RAISED STUCCO—� BAND (TYP) FOAM CAP —� I 0'-0' FIN. FLR­ V-4' BRG. HGT. 1 7l: e:E SHINGLE ROOF FRONT ELEVATION SCALE. 1/4' " I' -IV' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE. 1/4• " I'-0• TEXTURED FINISH 20'-2' BLDG. HGT. 12'XIS' DECO LOUVER CRICKET 14'-2' BIiCa. HT. --------- o ENTRY _0. AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674/300 = 12.25 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. FERVENT 881.76 /115 TOTAL# OF VENTS REQUIRED = 7.66748 TOTAL#OFVENTSPROVIDED - 8 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT = 881.76 /11.736 TOTAL LINEAL FT OF SOFFITVENTING REQUIRED = 75.1329 UNEALFTOF "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 18'X12'DECO -- ------------------------ SHUTTERS (TYP) / \ FOAM CAP ' 5 2 I 5' RAISED SIDE 0� 0' FIN. FLR i S ( p a LITE PFI--1 NI LrG�DE� (TYP) -STONE VENEER I I I I I I I I I I I I I I I I I � I I I I `--------------------' ENTRY DETAIL A " Aw LOUVER DTL. D SCALE. 1/2' " 1'-0' /fv\ l m I BAND DTL. B SCALE. I/2' " I'-0' BAND DTL. BAND DTL. F 8CALE, 1/2' A A c N C T E 9 T• 6 GI)e i gn Al N. RONALD REAGAN BU LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 wwwabdosigngroup.com AA M: 0003325 0 O SUDDIV. 8e LOT SILVERADO LOT #1 BLK #13 PROJECT* 1[ODEL: "2558-HAWTHORNE" GAR/►OE 8111IINO: LEFT PAGE: FRONT & REAR ELEVATION .. D.. 150 MPH EXP. B FA R 12 OFF -RIDGE VENT OFF -RIDGE VENT S 14 OFF -RIDGE VENT •ENT12 RY 5� OFF -RIDGE VENT HGT. El 0 9 } FOAM CAP —------'--- - — - — - — - — - — - — - — - — - _ O'-0'PIN.PLR. STONE VENEER LEFT ELEVATION SCALE: 1/4' " 1'-0' TEXTURED FINISH STONE VENEER TO DE INSTALLED PER MANUFACTURERS SPECIFICATIONS I OFF -RIDGE VENT S 12 14'-2' BRG. HT. _ _ _ _ _ _ OFF -RIDGE VENT • ENTRY V-4' BRCS. W.T. FOAM CAP 9 a ' m• 0'-0. FIN. FLR MIN.8 — — — — — — — — ----'---'---------'—'—'--- ---'—' -- STONE VENEER RIGHT ELEVATION SCALE, 1/4' " I'-0' TEXTURED FINISH STONE VENEER TO BE NBTALLED PER MANUFACTURER$ SPECIFICATIONS -PH: 407-774$078 FAX 407-7744078 www.abdoslgngroup.com AA 0: 0003325 0 ilk emm; BUDDiv & RAT SILVERADO LOT #1 BLK #13 1pitoilccTfp 03719,000-01 mo zlE • "2558-HAWTHORNE" CA %ACE BVIMG: LEFT PACE: LEFT & RIGHT ELEVATION „D" 150 MPH EXP. B 7 aMNT w06/11/20 BCAra: 1/4"=1'-0" IBMEET A3D /'- a - F ELECTRICAL LEGEND SYM. DESCRIPTION _& SWITCH �' MAY -WAY SWITCH 4 -WAY SWITCH 4 "IER SWITCH HE BUTTON ISCONNECT T THERMOSTAT INGLE RECEPTACLE (125V/20-AMP SW E POLE) 10V DUPLEX RECEPTACLE I PY DUPLEX RECEPTACLE (EGUIPPED ITN GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX CUTLET (HALF OF OUTLET !RED TO SWITCH) ERIOR WATERPROOFKaFI CEPTACLE (GROUND FAULT TERIPTER) OV QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR TED) 20V RECEPTACLE (4 WIRE CTOR) L MOUNTED LIGHT EILINCs MOUNTED LIGHT L ED CLG. LIGHT DENT LIGHT 000 LIGHT L SCONCE PRE -WIRE FAN WITH LIGHT 0 CFM PER $a FT.) am BULB LIGHT FIXTURE as" BULB LIGHT FIXTURE BULB LIGHT FIXTURE ' TRACK LIG44TINCs ATTIC LIGHT WITH PULL CHAIN �-�JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE IOUNT) LUORESCENT LIGHT (RECESSED) S LIGHT 6 LIGHT (VAPOR PROOF) GMOUNTED LKsHT WITH J-BOX PT. FAN RICAL PANEL (FIELD VERIFY ION) fl METER (FIELD VERIFY (WALL MOUNTED) (CEILING MOUNTED) G MOUNTED FAN AN (I CFM PER SQ. FT.) JACK DETECTOR (CEILING MOUNTED) ® pFk5m/_CARBON MONOXIDEDETECTOR k92lLlWa) IMES ® DOUTLET TV JACK ' c PORT NOTES, • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TOME VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL B s 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210n(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 OEM INTERMITTENT PER TABLE MI50T.4 OF FBCR 6TH EDITION (201T). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPT'ER 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 SHALL BE SELECTED 6Y BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FJSL. ENERGY CONSERVATION (RESIDENTIAL ENEI11111Y EFFICIENCY) 201'(. bib EDITION R404.1 PRE -WIRED CLG.FAN I II II II LANAI II oe", 20 AMP ECTATED DOFOR MICRO 1 uc:�lnlr���u wsc. PRE -WIRED Ll CLG.FAANN BEDROOM#4 I I I i I I ' I I PRE -WIRED / I I CLG.FAN --� GREAT ROOM L� GFI ---------------� , r OWNERS BEDROOM BEDROOM 0 5 I PRE -WIRED I � , I CLG.FAN L- — — — — — — — — — — — — — — — - 0 VP L� _�_J I � ( I i ( I I M I 1 LED LIGHTING LED LIGHTING LED LIGHTING @ DOUBLE LAV. ® SINGLE LAV. ® SINGLE LAV. OWNERS BATH BATH 42 MATH 48 LT I dC8 LAUNDRY /co LL I It S1'OR BEDROOM #2 �A tT PRE -WILD GLG. FAN wic VP BATH#2 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HFAT PUMP NECCODE#D2 NOOSE PUN: 2015 MODEL 2095 BO.FT.GENERALUGHVNG%3VA.PERSO.FT. 6 2 20AMP APPLIANCE CIRCUIT AT15DDVA EA, 3, 1 LAUNORYORCUITAT 1, I RANGEAT NAME PLATE RATING OR CDOKTOP/OVEN lz 1 WATER "EATER I DISHWASHER 1.2 I CLOTHES DRYER 3, I DISPOSAL 1 MICROWAVE 1, I REP. 1.2 SUSTOTALOFGENERALLOAD 369 FIRST IOKVA OF GENEMLLOAD AT ]DOH vL RMMERA NDEROFGENLLOADATADN 2�5 VA-X 0.9 1 TOTALNETGENERALLOAD 2 9TON HLAT PUMP8128AMP %210 VA 1oKw aECmrcxEATATBxL NETGENIIIII D 2Q6 NETTOTALHEAT 13 TOTALLOAD 33, FUTUREGROWTH 10% 3313. CALCULATED LOAD FOR SERVICE VX7 VN 240 W 155 AMP M AMP SERVICE REQUIRED ft=: ALL BREAKERS SERVING HANTABLE RECEPTACLES SHALL BE ARC4AULT TYPE PER NEC 210-12 REQWRUANTS. weuTRALULcuunon: LIGHTING, APPLIANCE, LAUNDRYLOADS: 14,283 VA 3000 VA 0100%, REMAINDER 035K NETIOAD 6,949 VA RANGE: 12,ODO V TON SAW VA D.R. %DOD070M 35DO VA TOTAL MIME VA NEUTRAL A W AOTY: 18,483/2W - 78 A Q AL MNIMUM NEUTRAL CONDUCTOR. BEDROOM #3 PRE-WIRN ow WIGLA GFI II I ' Q POYBR / \ I I I � \ P FOR \Y CFI• 44'AFF. \ GFI CLG. OUTLET 1 CFI• I 4'AFF. LIGHT 4 SWITCH i - IN ATTIC I I I I I GARAGE I 1 I , CFI• ' WAFF. GFI CL.G. y OUTLET PRE- UMB OUTLET LT FOR 0 IRRIGATION ( WH) TIMER PANEL QD METER FIELD VERIFY ELECTRICAL PLAN SCALE. 1/4 P I'-0' 200 AMP ELECTRICAL RISER NOT TO SCALE. FOR COACH LIGHT I I� II I II I' II I, II II I I� II I II I' I I I I i f PRE -WIRED FOR COACH LIGFIT FOR COACH LIGHT PROVIDE 3 2M CU, I % CU 00 Y' COFOWT OR PROVIDE 3 410 AL, 1 V AL CND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SORNT • OVERMAN&) k ELECTRICAL ORAL NOTES. TERIALS AND INSTALLATIONS COPDWTION SE"C' DISCONNECT 700 N'IP I PHASE SHALL COMPLY WITH ELECTRICAL PROVISIONS, OP THE PBCR! MN EDITION (20(), LOCAL CODES. AND M SUMTCH AND ELECTRIC MLO PANEL ALL LOCAL POUER COMPANY PW.M RENENTS. METER IN No" IL ALL CONM=OM SHALL BE TYPE THBNnMIN 3"EHCLMIIE UOSLLASS NOTED OTHERWEE. Ito POICR CONMPANY rRANerOReTER MEIVICEmarwaval TELEVISION lNTR.AHCE Y CABLE MlRVIOE EOWI•N'NT mmE9Tit4NNet INTERSYSTEM BONDING TEM 4AL AT GRADE LCW VGLTAGE CONNECTIONS PROVIDE 200 AMP, OO440 VOLT. I PHASE � 1 R4 CU SERVICE TIIEOISD SECONDARY ELECTRICAL SERVICE PROVIDE 3 CONNECTED TO C424CPIM 2M COPPER (CU) IN 2" DIA SCHEDU.E SO PVC ENCASED FOCITER STEEL PER CONDWT OR PROVIDE 3 44/0 ALLIMNUT (AL) IN ELBCTMCAL PROVEN" OP T" DIA SGIDLLE SO PvC CONDWT UNLESS,PSCR itH EDITION( (201T) SEMICE IS PROVIDED SY THE ELECTRIC ELECTRIC COMPANY. COORDINATE WITH THIS ELECTRIC CIA X P T LONG COPPER • P COMPANY PRIOR TO BID. CLAD GROUND ROD A Ill C N I T 1 9 T I 6 Gro si n LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 14 AN a BUDDIV. at LOT: SILVERADO LOT #1 BILK #13 PR.o.TSCTjp 03719,000-01131 MODEL: "2558-HAWTHORNE" GA1tAGE BNING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 1 SCALE: 1/4"=l'-0" B E1 IF — F 1\CONd PLUMBING PLAN SCALE: V4 " I'-V' 2' VTR KITCHEN SINK W/ AUTO VENT ' f 2' 11/2' VTR 2' 2 �LAV.1 II I.J 3' I �. I YE�A, ur— PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO DE 'P' TYPE. '0' TYPE ARE PROHIBITED. 2' TO - MAIN Grown r LONGWOOD, FL32760--� PH: 407-7744078 FAX: 407-7744078 vr4mabdeaigngroup.wm AA M 0003325 �i W t BUDDIV. Ae IAT SILVERADO LOT #1 BLK #13 PROJECT* 03719,000-01 MODEL& "2558-HAWTHORNr GARAGE BWMG: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B 11 000411 DR�A06/11/20 BCAL:E: 1/4"=1'-0" 82iEET P1 n-- HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MP& REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED CF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL DE APPROVED UL 181 CLASS 1 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM$ SHALL DE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTANNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FSC 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. 9. ALL FIRE RATED CEILW-4 AND WALLS 614ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND POO 6TH EDITION (2011) MECHANICAL CODE SECTION 601 SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CO. PLUG DRABS PLUG I I FIN. GRADE FITTING OR EXTENSION TO OR P'4VlNG SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM D6000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V C OPTI/SPEC SECURE STRAP TO CONG. W/ (2)-3A6'X2' TAPCONS CONDENSER R SIMPSON WB ROLL STRAP OR EQUAL 4, SLAB SECURE STRAP TO UNIT W/ (2) CONCRETE sSXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN COND. DRAIN 3/4' DIA. FITTING OR OVER HEAD s I2' FROM STRUCTURE EXTENSION TO SOIL OR WASTE AS REQUIRED SEE SPEC. 1'-8'X8' CONC. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. OFLOOR SLAB CLEAN -OUT (TYNT5P.) ( EXT. GROUND CLEAN -OUT (TYPN) It. DRYER BOOSTER TO BE A PANTEC 4 OBF BOOSTER FAN OR EQUAL. FANTECH DOF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELSOWS. MECHANICAL PLAN SCALE: 1/4 • I'-0' ATTIC NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS 1010 EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB i REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APRDVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3012,4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 0 THERMOSTAT ® PASS-THRU AIR GRILL 6 Grou0n 14 2. M. KUNALU KtAUAR ULM LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdeslgngroup.com AA M: 0003325 MM atmDIv. at LOT SILVERADO LOT #1 BLK #13 PROJECT# 03719,000-01 MODEIa "2558-HAWTHORNE" GARAGE 8WING: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B BCAIM: 1/4"=1'-0" BiIEET M1 ��.�g��-r�l . 2X4 TOP PLATE pm Y �-' PRE-RAB TRUSS IR' OLG. BOARD 1/2' DRYWALL ---� T'IY SECURE ST. — PLATE TO SLAB W/ IOU MASONRY NAIL • 32' Or — MAX PIN. PLR 2X4 WOOD STUDS 424• or_ BLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL(NON—BRIG.) D� SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES OVER W FELT PAPER OR 6YNT14ETIC PRODUCT, INSTALLED PER SECTION RWbJJ ON I}' Ob.B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER 8C4EDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' PIK FLR� 1'-1. TYP. O.N. D/8' GYPSUM Ca OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "S (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'■I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIP& • 24' Or — III, OMU 112, GYP. ILL. BD. - WOOD BASE — a ° a 4: A W/ WINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.IJ ON OAB. 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 TYP. WALL SECTIONWALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL 2)LAE ERIUNDERLAYMENT SYSTEM D1 SCALE: 3/4'•I'-® 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 6151 r 2 GAS LINE THRU BLACK ea■, •.i r FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906J.1 ON I}' O.Sa SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE I'-m' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ur TACK, 2 c"T - PoprTLAm c■lw IR.A■Tm Arm so oule L7 TO MAGONeY COMN SaAD v cru e4 OTRCTWRAL FOR R!■■'OI■CR17■ttt b* P.T. ■D ATTACMD TO lLL PI■OOWCT APPROVAL RT(O. OALAW @Aocm T■OD s GARAGE DOOR JAMBS D1 SCALE: I I/2'•1'-fD' � 2X4 SPF 24' OC. MAX.— SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIFr'BACK AT ALL UPRICsH PER STRUCTURAL DETAILS PRE-ENG WD. TRIM — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAIL& SEE ENERGY CODE FORM8 FOR INSULATION R-VALUES PER ELEVATION GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1IMFERENCE STRUCTURAL •Ix2 P.T. PURRING STRIPS • 24' O.G. 1!2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwoo.1 ON J' OUB.B. SHEATHING OR;' COX PLYWOOD SECURED PER p-m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE oN. 2x FASCIA PER ELEVATIONS VENTED SOFFIT I—PRE-ENG. GABLE TRUES WEEP SCREED '�--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU — J, 0'-0' FIN. FLR a . &' CMU c . a 4 . . ­ . _f W/ WINDOW OPENING BALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4'.1'-V' - - --- ------ ------ ---- LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdeslgngroup.eom L AA M: 0003325 S A U unDIV. a I.OT SILVERADO LOT #1 BLK #13 PROJECT# 03719,000-01 MODSLa "2558-HAWTHORNE" GARAGE 9WWO: LEFT PAQZ: DETAILS 150 MPH EXP. B I paurr mmm" DATM 06/11.120 EUCALE: 1/4"=1'-0" 8I3EET likk D1 Im 2X* P.T. • CENTEI! OF DOOR LEADER SECURED W/ (U N' X VJ-DOLT W/ 4' MM. R7DH01'1QlT W/ 2' X 2' X V6' WAJMlR NUT OR WI (2J VJ' X �' ANCIgR DOLTO W/ 2' X Y X Ui' WASHER ! NUT E 6ECURE 2x4 ON AT TO DLK R FLAT UM MASONRY HMCo 2X6 GARAM COOK DUCK 6EGl141210 V(5) V2' X VJ-DOLT OR ANCHOR ® DOLM UV 4' MK 010=112HIT. W/ 2- X 2' X VS' WASHER 4 NUT. (I) WTHIN W OF TOP. (U WTHIN 6' CF THE DTM, (3)EVENLY SPACED. IS 11 I9 NOTE6, ALL ANCHORS SHALL DE N ACCORDANCE TO MANIFACTUREWO MSTALLATIOi MSTRUCTION6 WJMIR E BIICJJ M6Tll=TIQd6 AIR• PION STOMMMT GARAGE DOOR 1 BUCK ATTACHMENT a u xr- 8' cm YJ' DRYWALL I'X4' OR VX2' P.T. NAILER Ix4 P.T. OR 9'4X4' MN. SECURE THRU FRAME ! EXTEND 144' INTO BLOCK W/ V&' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 WITHIN W OF EACH END ! 18' O.C. MAX SPACING \ DOOR CAGING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB 70 BLOCK +3/4 OR +8/4 A IIDJDOR TO BLOCK +3 4 OR +S 4 E, NT . 2X4: m SECURE TO BLOCK W/ V., TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-IN6' TAPCONS(MIN. SHANK S1ZE .148 MIN. HEAD SIZE 300 MIN EMBEDMENT 149 WITHN 8' OF EACH END 4 6• p..0 18' OTC. MAX SPACING. V DRYWALL 2XB,m ❑ OR I'X2' P.T. NAILER SECURE TO BLOCK W/2.w6' CASING TAPOONS (MIK SHANK SIZE .145 14 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIR EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END ! MANUFACTURES DETAILS. 18' OL. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BIACK +1-1//2' rg' 11lMLDOR TO BLACK +1-!/2" +' E, KT . 2X44w SECURE TO BLOCK W/ )W TAPCONO (MR SHANK SIZE Jo MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END A NOTE: STRUCTURAL 2X ID'Or- MAX SPACING. MUST BE ON OUTSIDE A 2Xbm SECURED THROUGH SEGO BLOCK W/2-%* NON-STRUCTURAL i(6' TMIN (MIN. SHANK SIZE .145 EMAPCON BEDMENT INTO BLOCK MIN. HEAD SIZE 300 GTTU MIN. EMBEDMENT i Y49 lf' DRYWALL WITHIN W OF EACH END 4 18' O.C. MAX SPACING. X4' OR I'X2' P.T. NAILER 2X8,®SEACURE BLOCK W/2)6' OAS. X 4' MIN �STO (MIN. SHANK SIZE .148DOOR CASING 44MANUFACTURE6 MIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENTI Y4)ATTACH TO 2X PER WITHINVOF EACH END DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) / inl �flINDOII TO BLAR JAMB TO BLOCK1115%i/88" 2X4,m SECURE TO BLOCK W/ i(6' TAPCONS (MIN. SHANK SIZE 148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE ! 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 5, CMU WITHIN 8' OF EACH END 4 DRYWALL JM• DRYWALL b' OG. MAX SPACING OR I'X2' P.T. NAILER 2X&g SECURE TO BLOCK W/2-%' OOR CASING TAPCONS (MIN. SHANK 61ZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT 1 Y49—ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OiC. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +2 �� 4" 1RNDON TO BLOCK +2 1/4" D E: KT 2X4m SEA BLOCK W/ V (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') WITHIN 8' OF EACH END ! NOTE: STRUCTURAL 2X IS- O.C. MAX SPACING MST BE ON OUTSIDE ! SECURED THROUGH SECUR SECURE TO BLOCK WR-i(r'TAPCON AL ' NCN-STRUCTUR2U(6 TAPCONO MIN. I-Y4 (MR SHANK SIZE .145 (1"IIHL EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y4) 1i' DRYW LL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. a 'X4OR Md. P.T. NAILER 2XBm SECURE TO BLOCK W/2-W6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EIIQEOMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ! ATTACH TO 2X PER IS, O.C. MAX SPACING. _ MANUFACTURES DETAILS. Itl16 •M Y M�Op M PtL! JY�lOO ttlf �I®R') DOOR JAMB TO BLACK +3" E : Kr . 2X4= SECURE TO BLOCK W/ i(6' TAPCONS (MIN SHANK SIZE J45 MIIIL HEAD SIZE 300 MIN. EMBEDMENT 1 A') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X *'Or- MAX SPACING. MUST BE ON OUTSIDE 4 2Xb,m SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL TAPCONS(MIK SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) 8. CM 8' OF EACH END 4 — J(/• DRYWALL 18' O.G. MAX SPACING. 2Xdm IA OR I-X2- P.T. NAILER SECURE TO BLOCK 2X SECURE TO SIZE TAPCONS(INM. SHANK SIZE STRUCTURAL MEMBER .145 W92)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END ! 6' TO 8' O.C. MAX MR EMBEDMENT 1 Y4') CASING WITHIN 8' OF EACH END ! 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 E, MTA. I TO BL40CK +3" 2X4= SECURE TO BLOCK WN4' TAPCONWMM. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN, EMBEOMENT 1 YV NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE ! 18' O.C. MAX SPACNG. SECURED THROUGH 2X6,m NON-STRUCTURAL' SECURE TO BLOCK WA-1/4' TAPCON MN. 1 Y4 TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4') • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2XS: 11 SECURE TO BLOCK WA-1/4' )6' CAB. X 4' MIN TAPCONB (MIR SHANK SIZE .145 DOOR CASING MIN HEAD SIZE 300 MIN. EMBEDMENT 049 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ! ATTACH TO 2X PER IB' O.C. MAX SPACING. MANUFACTURES DETAILS. HM IM Y N®p TO PIYf JAIL t " INOWAV) DOOR JAM® TO BLACK +3-7/18' G W TO BLOC +3-7 8` E, T 2X4= SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK 812E J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END ! NOTE, STRUCTURAL 2X IW OG. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/1-1/4- NON-STRUCTURAL IJb' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 B' cm WITHIN 8' OF EACH END ! )S' DRYWALL 18' O.G. MAX SPACING. I'XW OR 00' P.T. NAILER 2X*s SECURE TO BLOCK W/1-1/4' P.T. X W MIN. TAPCONS CASING (MIN SHANK SIZE .145 MIK HEAD SIZE 300 VTTACH MIR EMBEDMENT I Y4) JAMB OR WINDOW WITHIN 8' OF EACH END ! TO 2X PER 18' O:C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" H WINDOW TO B +334' U N.T.S. r-AIII CNIT10T81 Grow inn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.ebdesigngroup.com AA S: 0003325 �IIINI� ,amm: BU BDM 8g LOT: SILVERADO LOT #1 BLK #13 PRDJMCT/I 03719,000-011 MODEL: "2558-HAWTHORNE" OAIItAGE EYING: LEFT PALM: DETAILS 150 MPH EXP. B BCMM 1/4-=l'-O >sI;ELCT D2 PIiB�OR'IED Ca4TROL JONT •- PLAVOE OF CONTROL JONTO DE WIRED TIED TO LAIN • 8' O.C. MAX (VERTJ. b1mL DO NOT FASTEN CONTROL JONT TO WALL EVEN IF STUD EXISTS GEYOND EXCEPT STAPLES III/ SILES MAY Ell UND TO EG1. # CONTROL JO SNT DURM6 N6TALLATION FABTEM M TO IN SPACED . 1' O= MAX VERTICALLY. rLASTERB il'TWICK ! COAT C'B4T WIES LAYER 4, FCWIPIBER SUILDNG PAPER APPROVED METAL LATH FASTENED N1' (vERTJ Or- MAX AT SUPPORTS LIVES LAYER 9, STUCCO LIRAP WOOD 6NEAT48tl W013111111111111M LATH 614AL1. DQ CONTNUOU6 fl480110N JONTS MIT DQ STOPPED ��J02 OWN .- O LIYJLD N141b.M.A A R. A OL 1Nt410 . 2. CI�AN . M. • A CItA1N . Pr. C 611,01" ruaNNe� Div N 2m OVMM.AP V. 84""4 �MC11AW ALLY PALM 4' 1=?%X OL FOLD 14MAM . Pr. A 2. CPMANN . Pr. S M • OLF0.D NMl�. M.A 1.a�AN.n.s 1 OMAN . M. C 4 row Pr. O O.= M. a TILL PL C TOUCI O M 1T� r O Eorra, 1L'110' tlYToe TOW NA - POLO, pQ EQI ON, j tNIGC 3 COAT PLMTR nUr 2 COAT COMMEttAnM (caWES LAYER 4, PORTPISM BWLDNS PAPER (PWM CrLY) WRO LAYER -1, STUCCO UI APOWArm OILY) mgm APPROVED d11LON0 LIIIIA^ 6, SMALL DE LAPPED A MN1"LIP1 OF S' N VERTICAL LAPS (ROLL 4'"4. SELF-ADHERN4 MEMOR/N$ FLAWNG (COMPATIBLE LIV HIOUSE �. @DS) 4 i' . NOR1270NTA. LAPS. MATERIAL) �SRAP. ALL a" NEED TO BE TAPED LATH VERTICAL LAP To IN r OLIN : MTN ►OWMM "ATWHO TAPE � N.ASNNL4 ro to at4ro Mrt / I. OR LE66 MPE S'x/.' SELF-ADIERNti MEMBIUM PlH41TRATIQ4 TIBLE Ulf WOLIE1 AOVER MATERIAL) k4* SELF-ADHOOO MEMBRANE K ASHNS OVER APPROVED / r nw LAP . FNTAL EAT" \ ; HOUSE IENAI•. R.A6NNli 70 R a4ro PIPE X I CLAY AND OVERLAP CHE SroE Q PETAL LATH'' I`ID'I CUT AND OVERLAP ONE SIDE OF STEP 01 STEP 02 ttt MIND CHAT ClFENT FLASNMi UES 9. LAYER STUCCO W1A' I PLASTER) eTucco IIRIP / METAL LATH -2.. PMPIOER I LIVES LAYER Q. PORTPIBER OMLAAYER PAPER WWLONG PAPER ErPIE[R/ eUILDN6 PALER METAL LATM E \ / I 6'16' SELF-ADHERN6 ML'MDRAJE _ STUCCO IIRAP FLASNN6 OVER 47r4' SELF-ADNERNG MEMBRANE NSTALL PAOTWMM (CLIPS. PLAS14MM OVER APPROVED WOOD SHEATMNO STRAPS, STAPLES) AS MOUE! WRAP! RECYllRE RID TO SECU H.A611N6 10 EXTBNID ONTO Mrt MPG WIRE TO FRAMING KJ 4 A4. 6CV-ADHERN6 M®•EIRAE PLASHING OVER APPROVED HOUSE UVb1P. r m uTN PLI6N146 TO EXTIMO ONTO Mrt LAP.4. OVNIa ALL L4P 2 VAPER � W CONT. DEAD OF SEALANT SCA.E. I V! .r- INSTALL APPROVED NOI*Mt4P AIR ® KIC KO UT DETAIL :N7ft-viii-p- ..DPN OILY) I \ ■ Ols OIL IaIOIN WALL FLAM1tl :•art TLAeNNO (NEE b I AL) ° I MTOW rMAL(�moam ILAAINI6 AT NOTTCM Q 1100 1 IYALL NfEYSL71Atl MOTEL 610E LAPS OF FETAL PLASTER BASES SMALL DE SECUIMD TO PR PIM M6MBER6. THEY SMALL BE TIED WITH 00418-SL (I21-rM) WIRE! AT 11,11TRINNAL6 NOT MORE THAN Y (228-MMA AS PER ASTM CI089 TAL FOR REPAIR OF MAIM N LIVES LAYERS. TEARS MAY DE PATCHED WA40M Mli TAPE PER MAHIP SPEC, OR PEEL 4 STICK E z 76 8HEATHNG PAPER STUCCO W. LAW LAP.P 111a WOOD SHEATHING OR CMU WR5 LAYER M, STUCCO WRAP (FRAME ONLY) ,J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) -METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5)"L" FLASHING N.T.S. N.T.S. SECTION PER SECTION MW EleNbr 11tlen 1IM okmm*w Exterior use or Portland cement plaster "I canWY wllh the application regWremw is o1 ASTM C 92612A. Installation of extedw 10ft aM franft shell comply with ASTM C 108&12A. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO LURAP) WR5 LAYER 02 IFORTIFI5ER------- - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING; - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Design Gr uloo.n . 1441 R. NrJ11ALV MFAWkN BLVIJ. LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-774-4078 www.Ebdeslgngroup.com ` AA N: 0003326 � euHDIV. Z LOT SILVERADO LOT #1 BLK #13 1pIm0jzcT# 03719,000-01 MODEU "2558-HAIITHORNE" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 4 a 'M 0e/11/-- 8CALE: 1/4"=1'-0" 8FIEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHMG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE PRAME OF THE EXHAUST. SEQUEN -a OF FLASHMG TO ISE, 1. BOTTOM. 2. SIDES, 3. TOP VENT CAP re TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SD AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDEB.rs' CAULKING a JOINT PER SECTION R703.7 Eoft IaiVrid 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. ILMLAYER -1,STU STUCCO UARAP I .... HOODED VENT I' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SFRATHMG DRYER VENT ( FRAME) WOOD - 0"TUCTION D SHEATHING LAYER 9, CO UARAP LAYER 4, FORTIFIBER W usDE STWP SELF ADHESIVE R-4614NG, CLEAN MASONRY BEFORE APPLYING Z R-AS14M STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W_/STONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (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 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES (9 DRYER VENT (BLOCK) BUILDING PAPS! OVER 'MIC:K FLASH' PIPE THIOWH WALL V SELF ADHESI, FLASHING (INSTA PER MANOR. SPE BUILDING PAPEf UNDER 'QUICK PI 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 FOR TO ELEC. METER INSTALLATION ' `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER lb' TO 7L' MID -WALL WEEP SCREED W SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) 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 SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER el, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING 9, STuccoLAYER wRAP LAYER 4, POWIFI15ER BUILDING PAPER METAL LATH A:ONSTIOICTION . �.FM 6H�i I AD PA67M TO WOOD STRIC7URAL MEMBER a T OC. MAX a' Cm V TO K' nID-AKIN 3 F IYEf. !} J EE rCSf' sn 4 A E 6' WDE STRIP SELF y; „„, ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V PIN18H a MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF-ADHER;Wx MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER 7 STEP *1 STEP 02 tT WRS LAYER h, STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APRCVED HOUSEWRAP STEP *3 0 R SELF -ADHERING MEMBRANE FLASHING `WRB LAYER 02, FORTIFIBER ENJILDINCs PAPER STEP *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP *(o OELECTRICAL RECEPTACLE A i i NITICTSI 6 GrouOnc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdoeigngroup.com AA N: 0003325 ' 4 111111101 0111111 A111111; BUDDIV. Ae IAT. SILVERADO LOT #1 BLK #13 PROJMCT# 03719,000-01131 3LODZ&a "2558-HAWTHORNE" ISAlswat0 STIRNO: LEFT PAGI4: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING WOOD CONSTRUCTION V4 HAT C 4ANEL IW4A' TYPE 'X' DRYWALL WOOD "ATHNG WRB LAYER N, STUCCO WRAP J' THICK, 3 COAT CEMENT - PLASTER WRB LAYER M,_y ( STUCCO WRAP �? AMIGO AM"-UPM-180 CU6TOM CASING BEAD WRD LAYER 41, STUCCO WRAP UM LAYER 4, FORTIFIBER BUILDING PAPER i' THICK 3 COAT CEMENT PLASTER 6' SAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED W SELF-ADFERENG 2-r� FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER M, STUCCO WRAP ' WRB LAYER 02, FORT@ BUILDING PAPER 7W SELF-ADFERENG FLASHING WRAPPED • CORNER OF CANTILEVER n' 'POSITIVE DRAIN '1 I,CFO N'.06Crf NO GAP IN FELO (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.0 CANT. SCALE: 1 1/2'.1'-C* NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-05, MIN. 2.5 L56. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER "1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 VINYL CASING BEAD j' THICK, 3 COAT CEMENT PLASTER S/8' TYPE 'X' DRYWALL METAL LATH RED 4 PANTED WOOD SHN EATHG FINISH FINISH J' THICK 3 COAT CEMENT (2) 2xI2 HEADER PLASTER VINYL CASING BEAD - — Z- NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE86MIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRJCITON WEATHER RESISTIVE BARRIER h WEATHER RESISTIVE BARRIER 4 VINYL CASING BEAD 1' THICK, 3 GOAT CEMENT PLASTER S/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH ✓i' THICK 3 COAT CEMENT HEADERMEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VM��I��� WEEP SCREED LDFIELD ��y GpP INFGy� )N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION EXT. WOOD PR MED� "-FLOOR DECKNG—,,-, PRE -ENDS D TRUSS WEATHER RESISTIVE BARRIER 'I —` WEATHER RESISTIVE -- BARRIER NICK 3 COAT GQNT' 6TER AL LATH EXTERIOR GRADE DRY WALL I' T141M 3 COAT C (SHOWN POR CLARIFICATION OF SEPARATE AO=68ORIE6 ONLY) @pAANUILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH LAYER l2 LAYER PEEL 4 OTICNU----\ 6' PEEL 4 STRONG • DRIP EDGE TO DECK WATER PROOFING lot 1 \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK— Y•' GAP FOR B p—K ' ROD 4 SEALANT FINISH LAYER (2 LATER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL I W/(EXTURED 4 PANTED FINISH J' THICK 3 COAT C UIEN PLASTER VINYL CORNER BEAD VINYL CASING BEAD 3' X W 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, )S' MIN. SPACE FROM DRIP FACE TO TREX Y: GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT,)S' MN. SPACE FROM DRIP FACE TO TREX VINYL GAGING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER M (SHOWN FOR CLARIFICATION OF SEPARATE ACCE86MEO ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING 0 1' O.C. MAX. f WRB LAYER 01, STUCCO WRAP 'i WOOD SHEATHING METAL LATH WRS LAYER 02, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME z k CORNER BEAD — (FASTENER 4 SPACING 0 1' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � RjCORNER BEAD � BLOCK Y4 GAP ROD 4 ATER PROOFING AYER (2 LAYER STICK) WOOD SHEATHING WRB LAYER M, — STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER FLASHING WINDOW FLANGE O 7Lt1'N SHEATHING °ATTER RESISTIVE AR\\RIER q Al RESISTIVE AMER 4 SAP. \ -EEL 4 STICK 1 Jfi'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CET'IENT I )S' X 3. 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT,JS' MIN. SPACE FROM DRIP FACE TO TREX r- 4 Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT C 4ANEL WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER ►7 EXTERIOR COLUMN -COLUMN SHEATHING 6' 6AF. I)6'x3' 'L' PLA6HNG FULLY EMBEDDED N ROOF CEMENT I N X 3' 26 GA GALV. METAL DRIP EDGE GET N FULL BED OF SEALANT, )p MIN. SPACE PROM DRIP WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WfMXTURED 4 PAINTED WOOD SHEATHING FNIGW i' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER x�—vim O„YCFf] VINYL C40VORR BEAD (SHOWN FOR CLARIFICATION of VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W /"T " VT AcuT7.Tt--N VIEW FOR CLARITY) WRB'LAYER 41, eTucc� WRAP WRB LAYER 81, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER 6*SELF -ADHERING FLASHING WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, F-ORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER DRIP CAP \ / WINDOW FLANGE-�'/•�JJ 15B CASING BEAD C9 WINDOW ( FRAME, NO BAND) A RON I T e C T: 6 Grown LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdaslgngroup.00m L AA M: 0003326 J amm; BUNDM & LOT: SILVERAD0 LOT #1 BLK 13 PROJ=T# 03719,000-01131 acoaari "2558-HAWTHORNE" GARAOR awING: LEFT PAGR: WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 06/11/20 SCALR: 1/4"=1'-0" aJK>CRT WA3 Y! GAP TYP i' THICK 3 COAT CEMENT WOOD SHEATHNG CASING PLASTER LTER IX TRIM MEMBER TO TRIM METAL WR5 LAYER N, • STUCCO TO STUCCO WRAP SIDING TRANSITION WR5 LAYER'2, FORTIFIDER WOOD SHEATHING BUILDING PAPER WRB LAYER 02, FORTIFIBER � SIDING WOOD BHEATHNCs BUILDING PAPER WR5 LAYER 01, STUCCO WRAP METAL LATH THICK 3 COAT CEMENT ! WRB LAYER 02, FORTIF15ER SAOYERgp WRB LAYER 01, STUCCO WRAP PLASTER I I i BUILDING PAPER &'SELF -ADHERING METAL LATH CASING BEAD FLASHING THICK, 3 COAT CEMENT 6' SELF-ADHEREING VINYL ANGLED EXPLODED rJ' CASING BEAD VIEW FOR PLASTER FLASHING OR PEEL 4 STICK SIDING TO STUCCO CLARITY) k 18 CASING BEAD DRIP CAP WINDOW FLANGE WRB LAYER "I, (CROSS SECTION) STUCCO WRAP 'a a " VINYL ANGLED .s WOW TT NO= SWEATNM9 WRB LAYER 02, FORTFIBER NRATHRR III SThE 15UILDNG PAPER : LATH R92"TIVE �e�� �\ METAL .�j; ! x i YRRvait� 61016 \ 0. THICK, 3 COAT CEMENT an+SAOFERttas a PLASTER i A s 64RRIlR �e+envR 6'SELF-ADHERING eTARrRReT1NIP / �\ \\\ EDAAMON2lbSTlve FLASHING waeNe+ GALV'D METAL ALVID M41� ,Z FLA$WM DRIP CAP + x b Ta e TRIM WINDOW FLANGE CASING BEAD ® WINDOW CASM VIOOD6; IP-1B�R (FRAME, W/BAND) \ ` ,�,� , OR APPROVED IEALANT 15C - SIDING TO STUCCO ® BLOCK TO FRAME WOOD SHEATHING � 19 TRANSITION METAL LATH WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER M WOOD SHEATHING - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2S LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5 LAYER "I eRYae ._.._..... STUCCO WRAP �TM� �s PA-- ' —� NIATHEIRR IM11616"ADAME-2 WR5 LAYER 02, FORTIF15ER !11,'X_TY�iI,APSIOMG-` eAw BUILDING PAPER a�� R � METAL LATH enRP—� STARrERMaw THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER TAL ""Y z'FLAlNNO SWINS CLARITY) I„SeoarRmlO°'r°le� PLASMINy-AONRR — THEIR DDAAMONNe CASING BEAD ® RAISED �,� 17 A BAND ( FRAME) - SCALE: I I/2' = I'-0' 19l SIDING TO STUCCO ® FRAME TO FRAME k TRANSITION THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME A( 0 WR5 LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) LONGWOOD, FL 32750 -- PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com � AA A: 0003325 J a i L4 WR5 LAYER h, STUCCO WRAP, I 8 WRAPPED AROUND FRAMING m MEMBER' 6' SELF ADHESIVE FLASHING i WOOD SHEATHING I 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY a -ADFERIN6 UMATHER REOIOTIVR DAM ER 9 TO LAP 6' M K ADOVE TOP ` OF 'r FLABNINS 7 Y DDAMONN 9eSTIVE L NRATWER RReIeTIVR DARKER a GALV'D METAL W FLASHING lgil� on �asnvR �elenvE Y4' OAP TYP r}—' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT 1 TO WINDOW METAL LATH WRB LAYER 62, FORTIF15ER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WR5 LAYER 7, STUCCO WRAP &' WIDE PEEL ! STICK OVER FLANGE WINDOW FLANGE / \ E-Z BEAD VINYL CASING I 2X FRAMING —/ (W/fib' FLEXIBLE PVC BACKER ROD) I MEMBER v A APPLY FULL BED OF SEALANT BETWEEN J BUILDING FLANGE 4 BUILDING WRAP WRAP ._--------------------------------------------------------------------------------------- WEZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — BUBDiv a. LiOT SILVERADO LOT #1 BLK #13 PROJ=T# 3MOD2CLc "2558-HAWTHORNE" GARAOE DWING: LEFT PAOr. WALL ASSEMBLY DETAILS 150 MPH EXP. B I D TM Os/11/20 8CAL.E: 1/4"=1'-0" axsa'a' WA4 CUT HOUSV~ AT 4e• ANGLE 1 MODIFIED 1• CUT N WOI✓BN~ A4ROVIED NOUSM~ OVER GWATNNo OVER ND 6TUD WALL STEP 1 WTALL 6• SELF -ADZE N.A&4M C NALNS RJ JA M eXTO•D PL I BELOW S RexReLe � Do NOT a M Te-P40RARILY — FMPAII. 4 GRCLM NDueeYAIAP (OR TUCK RAP UDW AL HEAD FOLD NOUeE1~- NATJAM4GILL 6110PE SILL RD. TO EXTERIOR --✓ \ STEP 2 NOTALL 6 W.UlADHERen R ASHNS OVER VNTL HEAD LAMHNS n1m END DAM NAILNS LA= NSTALL VINYL CAP ALIGN FLAeNN6 W/ NT. now OF 6" MO. MC4YNKJLLT PATEN PANNED � STAPLES) 6yTALL DU4CW PLE)GIRAP Ae THE RASWM AT THE SILL STEP 3 DIAGONAL CUT 4 ACRW6 HEAD OP WINDOW NeTALL 6. 11110E AONESIVE BACKED REXIOLE R.A@K" MATERIAL OVER DRIP CAP JOINT (PROROTo.~ BT-200. a swV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS L R B THE CONTACTOM RCSI-CHO ILTT TO VERPY THE C0M1"ATIOLITY OF ALL PRWOOUCT& NCUDNS WQUUU . SEALANTS 4 SB.P-ADWERNS RA614SY MATERIAL& UND DUtlNG COWTEll=IOK 1. N&TALL ALL MATERIALS PER MA LFACTURM WRITTEN 6PEOPICATIONS Wfiftllik SEALANT& MAY REACT ADVERSELY P NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINT& WITH DOW Il" FOLLOWING COMPLETION OP EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN &HALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETERaR WINDdu WITH SEALANT A R C N I T R C T i 6 Grown 41 N. RONALD RFAGAN BL\ LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.cam AA B: 0003325 ti a BVHDIV. Je LOT. SILVERADO LOT #1 BLK #13 PROJECT# 03719,000-01 MODEL: "2558-HAWTHORNE" GARAGE 8NING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B 11 It MAW- 06/11/20 SCALE: 1/4"=1'-0" eHSET WA5 1/8' TEXTURED / j �� " FINISH 0 WOOD. L----- - V !Z TEXTURED ----+----; FNISH a CMU - -- - 2x6 SUB-BANt) W/I'x4' NOTCH a METAL LATH /- - - - - -- - ✓ END, WRAPPED IN / METAL FASCIA URAP UJp0D SHEATHhJG PEEL t STICK OR CMIJ DRIP EDGE STUCCO ~(FRAME ONLY) WRI5 LAYER 4, FORTIFISER F-------------------------------- ------- ! I IBUILDING PAPER 1/5' TEXTURED I �� (FRAME ONLY) FINISH a WOOD I 2X6 SUB ISAND 1/2' TEXTURED I ROOFING CEMENT FINISH IS CMU DRIP EDGE METAL FASCIA METAL KICK OUT \� WRAP )6' FROM �� © FLAN B I STUCCO, IFROM ------ ------ --------------- 'j4. WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL 00 XNOT INTO STUCCO) TEXTURED FINISH a / WOOD, 1/2' TEXTURED / FINISH a CMU ' 2.9, SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL t STICK ®E L E VAT I ON 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 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/I�'x4' NOTCH a END METAL FASCIA WRAP EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x .. .. x x x SUB BAND DETAIL® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH a END, WRAPPED IN PEEL d STICK •ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY iME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL t STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A 111 O N I T e C T Il Growl jn Al N. RONALD RFAGAN BU LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 StmDIV. ac LoT: SILVERADO LOT #1 BLK #13 PROJECT# 0370,000-01 MODEL: "2558-HAWTHORNE" OARAOS STRUNG: LEFT PAOE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 17 DR�A08/11/20 SCALE: 1/4"=1'-0" SHEET WAS 8'-2" 3'4" 30'-9" 32'-9" 6'-0" O/C MAX., TYP., UNO FM-16X18 FM-16X18 ih 3 1 1 1 I I o 1f i 16 2" II R ELEC. ( m ISLAND X I q 1.1 I 5 m 13'-8" � io m FM-16X18 1 � L FM-,6X,8 8'-6" 6'4" 3,4« I I EXTEND W SLAB 1 1/2" I IF I EXTEND SLAB 1 112" I I �cv�c,2x12 = J fV 4 a"CONC. 7.1 2 NN SLAB 9 13,-0« Lb 14.1 III qc� 'BF EXTEND -3 1/2I NC3LAI SLAB 1 1/2" )SLAB (SRF1/8;. g_"2g_7 E1/8" cmg'LLii *31/2 0.2 J 10-0 -31/2"* SLR Y�+ -51AY/2m" FM-16X184" PVC 191-8" 2-0" 4 0 w x ~IIIIIIIIII I _ 4 T TE-1 — } 4' CONC. 4 1.1 r 12 F -3 1/2 1.1 1. I 1. LL ti IE L SLAB — — — FM-1 —X18 — — — — — — _ T — — )F — — — — — — FM-16—Xl8 — — — — — —y' — — FMC-1 BX18 — — —Ft Y 11 .111 1 1 1 1— 1 111.1 1 17777777Mr— I [-�l I Ell I I I I I I I Imi El I I I I I I I I Fell I 11. 3'-6" 6 0'-0" 4 TOP OF 1.1 SLAB 25'4" V-0" 23'4" 10'-10" 20'-1" 7-4" V-1 i" 28'-6" 53'4" 20'4" 73'-8" '4" 75'-0" SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx8 W' .1.4 OVER GENERAL 3 1/2" 6 MiL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x/8 16" CONTINUOUS 18" - (2)#5's Hol-0" FMG16x18 16" CONTINUOUS 18" - s $51N CURB VARIES CWCA2X12 12" CONTINUOUS 12" " " TEA 8" SEE PLAN 1. - 5s #51N CURB F-24x24 24" 24" 12" s s _ + "-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 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED R THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11,01NDICATED #5 BAR, IIIINDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 14. VERTICAL REINFORCING IN CMU SHALL BE #FS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1.600 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED X-V O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: I. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION �A IC N IT ICT8'1 Groin 1441 Ni RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774,6078 FAX 407-7744078 wwwsbdoWgngroup.00m L AA #: 0003325 -A w AN O v l N* A sunDIV. at Loll SILVERADO LOT #1 BLK #13 P1tOdECT* 03719,000-01131 MODEL: "2558-HAIITHORNE" GARAGE NWINM LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY ' MONOLITHIC FOOTING Z r Z g STEEL REINFORCING IN GROUTED "� STEEL REINFORCING IN GROUTED ° CELL SEE PLAN FOR SIZE AND d_ 0. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a ° y TTv L SPACING REQUIREMENTS v_ w od U GARAGE DOOR RECESS FM of 0 Z 8" CMU WALL C, U) 8" CMU WALL I . f CORNER BARS, SAME SIZE AS BAR 9• w W O tO o ? IN FOUNDATION WITH 30' LEG EACH I w U '-0• TOP OF SLAB i`-0" TOP OF SLAB d WAY AT ALL CHANGES IN DIRECTIONS I ... - ° SO THAT THE STEEL REINF. IS CONTINUOUS V! _ MATCH AMOUNT OF CONTINUOUS BARSc I °I CURB F • , d EXT. PORCH SLAB W/ 112" ISOLATION •. SEE SLAB SCHEDULE BAR SIZE 48 BAR CIA, 4" CHAMFER (I -STORY) #3 18" .. EXT. PORCH SLAB VARI SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1STORY) Il* '" d. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE " MASONRY UNITS SET �� AT ELEV: b• JOINT (WHERE 8" CHAMFER (2-STORY) #4 PV W/ 1/Z' ISOLATION e 6"CHAMFER (2-STORY) 0'-0" APPLICABLE) Z. SEE SCHEDULE #6 30" JOINT (WHERE. •' i EE SCHEDULE f FOR WxD, BAR SIZE APPLICABLE) Z 4. FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f.I AND BAR QUANTITY #6 36 #7 42" 'N AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GA SCALE:3/4==1'-V GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" —�_ LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w0 I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE > N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'k0" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. O �- SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2' CAPPED a g I EPDXY. MIN. EMBED PLATE EPDXY 5-12" EMBED. MIN. @ 16" OC SLAB I H cl MASONRY GALVANIZED PIPE 8, UNO SIMPSON SPH4 OR SPH6 MAX NAIL 16" OIC STAGGERED. ADDITIONAL METAL W/FLANGE @ BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS NOT N C I SPECIFICATIONS FOR USE AND ANCHORS W/ 10d x 1 12" REQUIRED WHEN NO 4 PREPARATION OF COMMON NAILS FILL ALL Vi HOLES, DO NOT USE 10d W U) UPLIFT IS PRESENT. HOLE, . 3" K W SECURE FLANGE TO W x SEE SLAB SCHEDULE C EDULE SEE SLAB SCH SLAB W/(4)iWX 21/4" � p0�1' MP—OF-0^ ,. _0• TAPCONS OQQ- R SLAB TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) - a EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 � MONOLITHIC FOUNDATION (W/UPLIFT) $ SCALE:34"=1'-0" (NO UPLIFT) 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 STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE d a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL p 16" O/C STAGGERED. gq ADDITIONAL METAL "' U CONNECTORS NOT °} REQUIRED WHEN NO a. U/ UPLIFT IS PRESENT. Q 8" CMU WALL D' VARIES G' Z POURED LINTEL CONT. (TYP.) 'gip.. 8"CMU FILLED CELL (TYP.) 3' 3' - TOP OF SLAB I SEE SLAB SCHEDULE 2X WALL FRAMING '-0" TOP OF SLABd• z SEE SLAB SCHEDULE n 12" DIA. SIMPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO C �` "—� "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND roT d• CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX _!� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE �u I'IN6C0N` ^� i [� FOR WxD, BAR SIZE /FOR WxD, BAR SIZE ti AND BAR QUANTITY ✓ AND BAR QUANTITY /// SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 SCALE: 1"=1'-0" 9 6CALE:3/4"=V- NO UPLIFT ( ) FOOTING AND COL. PAD �� BLOCK WALL CONNECTION 10 SALE: 3/4"=V-9' 1 1 SCALE: A IOIII I T 1 0 T I Grouin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774"6078 FAX: 407-7744078 www-abdesigngroup.com L AA #: 0003328 >ltmDm & LOT SILVERADO LOT #1 BLK #13 PROJECT/t 03719,000-01 MODEU "2558-HAWTHORNE" GARAGE =WING: LEFT PAGE: DETAILS 150 MPH EXP. B DRINT AM 06/11, BCAt E: 1/4"=1'-0" SNEET S1.1A 63'-10" 58,$. 46'-8" 40'-8" 34'-8" 33'-2" 28'-0" 22'-0" 16'-0" 10'-0" 4'-0" e 4 0 10'4• e" T-0" 8'-2" Q v in �. 3'-4• 14'-8" WK 4'-0" N b 10'-6" 1 T-8" 21'-4" 26'-8" 30'-7" 35 -8" 37'-11" 40'-10" 44'-10" 54'-8" 60'-8" 66'-8" 70'-8' DOWEL PLAN SCALE: 1/4" = V-0" A R C N I T R C T N 6 Grown Ai N. RONALD REAGAN BLV LONGWOOD, FL32750 PH: 407-77"078 FAK 407-7744078 www.abdosigngroup.com AA 0: 0003325 m O YA 0. a SVHDIV. at LOT SILVERADO LOT #1 BLK #13 PROJECTp 03719,000-01 1[ODMU "2558-HAWTHORNE" GARAGE SWMQ: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DA 06/11/20 SCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL RESAR ATO HORIZONTAL REBAR WI 10" HO Z g GROUTED BONDEAMi Z VARIES PER ELEV. (V a CLEAN OUT REQUIRED 0: FOR INSPECTION co co .I ,•° I TIETlERTICAL REBAR . a TO HORIZONTAL REBAR W110" HOOK BAR SIZE 48 BAR DIA. Z u #3 18 g #4 24" U #5 30" #6 36" #T 42" HORIZONTAL/VERTICAL REINFORCING 1 SCALE: 3/4"=V-0" OFFSET METHOD CONTINUOUS sARSIZE a6BARDA. METHOD #4 24" HORIZONTAL/VERTICAL #5 30" REINFORCING #6 36" L SCALE: 3/4"=V-0" #58ARS 0-1 ti o �4 CMU UNIT DIMENSIONS ©6 ARE NOMINAL SIZES V?(ASONRY MSYMBOLS 3 SCALE: 314"=1'-0" A N C N I T N C T 8 6 Grown 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-77445076 FAX 407.7744078 www.abdeslgngroup'oom AA N: 0003325 evBDIV ae I.OT SILVERADO LOT #1 BLK #13 PROJECT* 03719,000-01 MODEIt "2558-HAWTHORNS" GARAGE BWMG: LEFT PAGE: DETAILS 150 MPH EXP. B 4 DaMT ATE: 06/11/20 acALE: 1/4"=1'-0" WIMET sl. 2A GENERAL NOTES 1.)CODES i.t FLORIDABULDING CODE fiM EDITION, MI T RESIDENTML SECT-R4023 AR80S. 1.2 FLORpA BUILDMO CODE,fiN EDRpN, 201]BUKUNG, SECTpNB tY01.26210]. 1.3 BUKDING CODE REOUREMENTS FOR REINFORCEDCONCREIE(ACI 3IS-14). to SLIM CODEREOUREMENTSANDSPECIFICAT FORMASONRI'SIRUCTUILES(ACI =L136AC SYLI-13) 1.5 .OTHERSNRUCTURESO(AF SCCNEK ) EN0O} 2)CONCRETE: 2.12CONCRETE STRENGTH MEERS 28 M PREAWYSTANDARD REINFGQCEtMUM DME6MIN. N 2t3 ME-CA"REBTRREF RCEMENT4I S 2.13 pMR A6TM C47S-0 PSI Wl MAX. W AGGREGATE, 3 FOR BUIIDMQS ANO e' TO tt' SLUW. 23 REINFORCING BARS: 22.1 SiFcl PIACED M PREGST LMTEL AT TBIE OF FABRMATION ASTM A815 (GRADE W) 223 STEEL3STRA ASIM IS7- LOCTRESS DMFELD)ASTM p615 (GRADE 40} 2.3 PEESTRES88TMN08 A6TM MI6]-W6E, STRE88 RELIEVED zK81 2.4 OETAK REMFO CEMEOPERATIONS f SI.HALL COMPLY W A JIB. 2S CONCRETNG OPERATpHS SHALL COAPLV WITH AG STANDpIL08. 2.6 O4s W"1E PERASTN A496 9.1 CONCRETE M0.9OIilY UiRB(CMU)SHALL CONFORM TO ASIM GW, NORMAL WEIGFff W11H MWMUA NET AEFA COMPRE93NE STRENGTH 2655PM. 3.2 FULL AR SNALL MORTAR JOINTS RM TOASTM C-TRI TYPE'ti OR'3' 3.4 MINIML AGGREGATE MWT9 ARE REQUIRED 3A BE LESS AGGREGATE 2B Mi. OASONRY STR STRENGTH SHALL L BE EST BL M ED BY SHAH NOT BELESSMETHO OIL PSI.MNATIVEBTRENOE SHALL BEESTABLISIED BY TIEM STRENGTH METHOD' Oil, ALTERNATIVELY, BY THE'PMBAI TESTMETHOD' WFETE USM REOUREMEMS HAVE NDT BEEN MET. 4)BTRUCMLO 4.1 ACEPTABLEB SAR OF4SEDONLRIDA HAVING COEARINGDE OF6'(WITH ,M7REMOM ACCEPTABLE BE3 OR FLORIDA 4' PER FLORIDA C BUILDING CODE STH E [BALDING. G. S SECTION MML, SECTION LOAD R036.6DVAL ESBASEDOBUILDING CODE BTA ANALYSIS ER CII318 AN SECTION 2104.1 4.2 DESIGNER VALUES EVALUATE CO RATIONALDESIGNL AW1 FROMTH ESAFE LO6 NW A ES B 4.3 CALCL ET MAY EVALUATE CONCENTRATED RATE MOMENT AND HEAR THE DISTANCE AWBIF FROM CALCULATING MAxMUA RESISTING MOMENT AND SHEAR AT 5 DISTANCE AWAY FROM TIE FACE OF THE SUPPORT. 4A FOR LMTEL LENGTH AT SA'OR GREATER, VERTICAL CELL FILLED BOLA WRH GROUT AND MNtELS THAT ARE VERTICAL THAN 1 IB REWMEDAN EACH ENDBE RO THE LMTEL. 4.5 LINTFIRTH NOT REMOTER THAN 2 DAYS YSAFTER CLEAR GROUT PLACEMENT. SUPPORT NOT BE REMOVED UNTIL 2 dlY3 AFTER GROUT PIACEMEM. FRAMING FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 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 8, SIZE DESCRIPTION REMARK p (2)2X12 7'-0" fiF18-1TIOMi B I! o ! LL 9 8F16-lT/OM/OB 5'-10" ! ! t a ! ! ! 8 ! ! 6 E ! m �v ¢ ! �N LIFT BEAM PLAN SCALE: 1/4" = V-0" 6 Grown L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77441078 FAX: 407-774-4078 wwWAbdnlgngroup.eom L AA N: 0003325 aysaly ae roT: SILVERADO LOT #1 BLK #13 PROJECT# 03719,000-01 MODElu "2558-HAWTHORNE" GARAGE SVIINdG: LEFT PAGE: LIFT BEAM PLAN 150 MPH EXP. B DATE;R T 06/11/20 DCALE: 1/4"=11-0" 8*1EET s� #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK - 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR np.g"xlr 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (1_2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #6 BAR CONTINUOUS AROUND �aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 b TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. o. , A\!\-�Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS'DEEP. � 8x18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM • / \O�� 0 EACH CODURS,E, .* 80NO BEAM- F =FILLED W/ GROUT • ��G�\�G W// (1 #5 BAR 8x8 BOND MI -ND q\AN U WILLED GROUT SOLID FRTOP SL\� NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE5 16-1 T/1 � B LINTEL W/ (1)#5 HEGHT # QF #5'8, TOP LENGTH OF BAR MASONRY OPENING-2"IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORBEAM DESIGNATION THATXFXX-1TnMN8INDICATESADOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=1'-0"AND XFXX-1T/OMme INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEIT IS THIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX- 1T/1M/0B INDICATES DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1TIOM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION .145 MIN HEAD WINDOW SIZESHAN300 MEN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-11C EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3/16 TAPCON .3 19 PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW SZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" 'a SLOPE FROM EACH END AND 18" N 1-i14" EMBEDMENT 4 2x8 (MIN 2 X 3) 23N6 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING BAR TO BE PLACED IN IW)8" FROM EACH END AND SECURE TO SHEATHING WI /7/16"OSB UPPER AND LOWER #5 MIN. REQUIRED 18" O.C. MAX, MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM D EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL i1 SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 3 SCALE: 3/4"=V-0" v PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. ` I ISINGLE #5 CORNER I p BAR, 3Ox30 TURNED UP rb O I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I III / 8X8 CMU PIER PROVIDE #5 BAR u W/SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I I / STEEL REINF. Of OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 : 3/4"=1'-O" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-O" A I C N I T I C T I Grown AL N. RONALD REAGAN BL) LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003326 IpR UDDIV. ae LSILVERADO LOT #1 BLK 13 OJECT* MODEL" "2558-HAWTHORNE" GARAGE 81111MG: LEFT PAGE: DETAILS 150 MPH EXP. B pRmT DAM 06/11, ECALE: 1/4"=1'-0" nice= s2.1.A I 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 (pet) W,�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6MW-6 8 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH Sr (�) PRECAST 222I #r MPRECAST Igoe 4r (541 BAST lm 9-4-(64') PRECAST 1217 V-I(` (76") PRECAST 1082 4r (7n PRECAST 908 rr Wj PRECAST 743 ow(117) PRECAST 554 I0'r (12r) PRECAST 475 IV-C (IW) PRECAST 382 17r (144-) PRECAST 337 13'4' (I00� PRECAST 200 I4'r (Ign PRECAST VII IRr (170) PRESTRESSED N.R. 194" (1841 PRESTRESSED 160. 1r4' On PRESTRESSED NA IS4' Mn PRE07RE&M N.R. 21'W (2 n PA> NA 2Z-V MC) P1�7REUM NA 2Cr (266') PRESTRESSED N R �r =1 0wmzmzz0�00 O 1= KMA OmE 0 0000��0 m®0010©0 �m0©OQ�Q� 000I©��0 0�00�©O O�mO�©O 0©m©"®O ©1�11mm" ©mEm"" 1=" mmm0000®0 o"o0m"" MEMEEMMEM"""" "ommo"m """"o"o ®oomoom 0000®mo ""©0000 """Ommm """0000 Us =4(ID 4N4 844 1012 UM (*)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. -ALL VALUES TAKEN FROM WEE LOAD TABLES' BY CASTCREIE MAY 2015 ®RION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE LATERAL LOADS 8" PRECAST/M�& PRESTRESSED U--LINTELS I l SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6WF. A I SAFo1 LOAD SAFE LOAD - POUNDS PER LINEAR FOOT 3'4r (42') PRECAST 1025 1 1024 1115118 1 Sr M PRECAST Vr (41n PRECAST 705 763 I= N-V on PRECAST 4'r (M PRECAST 802 601 1073 4'r ("9 PRECAST Sr (641 PRECAST 411 411 745 5L" (64') PRECAST 5-Ur M PRECAST 340 330 816 a-IO' (70") PRECAST ar (M PRECAST 507 721 400 Sr (76") PRECAST rr (BO') PRECAST 424 634 303 rr Pn PRECAST Vr (112') PRECAST 328 512 230 Sr (I Ir) PRECAST 1Cr (12n PRECAST 264 401 100 IOr (12r) PRECAST 11'r (138) PRECAST 200 452 154 17'r (138) PRECAST Irr (1"') PRECAST 244 402 W7 12r (I44I PRECAST 1S4" (1w) PRECAST 217 324 110 1V-4' (1S0") PRECAST 14'0 (IOn PRECAST 205 203 100 IN-V (1081 PRECAST 14'r (1701 PREBIRMO N.R. 264 01 14r (170) PRESTRESSED 1S4' (184') PRESIRESSED NA 250 83 194' (104-) PRESTRESSED ITW Wn PRE N.R. 104 64 ir4" Wn PRE 194' Mn PRESTRESSED N.R. 148 52 1V4' (2S2') PRIIRE80ED 214' (21101 PRESTRESSED N.R. 125 42 2114' (26n PREMMM ® 2Tr PRESTRESSED PRE811BED N.R 116 40 22r (341) PRESINED 24'r P ") PRC4fiRESBED NA 1 91 33 ZV-W Imo') PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCE BY OTHERS TG BEET OR EXCEED VALUES STATED ASOVE • PROVIDE MINIM C OF BEARING PAST EACH SIDE OF W04DOW OPENING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER ,a. a RE, erR e¢utll aUlv�tl, m.1.. R) . PREFRBi mw.a WIRE mho- (a) d.1.. Ial.3 tW PREGAei Ixl d,a WIRE (zIW. IRIdSw la)N un PRECAST R.I.. (2)n.. RRECIBT mdeWlRe Ia1Rv.a tM> r PREWT (xld,a WIRE RIWA.Oax PRECaBT md.a1WRE Ix1Rca Jr PRECAST (21dJW (al W. 9aEo PRECNr (a)w.awlRE fal Ro-a N1' REcnel (zl RE Rl-, aEee mw.awna: R)W.. eM P,ECREI RI — 12W.4 ,en la)p.e WIRE mRR. P.— Ixld.a WIRE (al Me.. maaW„F mRP. mw.a WIRE IaIW.. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"02" RECESS DOOR HEADER (tivp(I e(tiv(tl� eltlu(R� eRlu 9li � My eR)ultl� eRI� RI REr ��WW 0. PREwT Ixl w.e WIRE Ix)W- PRECART (a1Ra-a WIRE (xl W. lal d.e WIRE Iz, W.10 R)l WIRE (2)W. PRECAST IxIR.a (Z. Bed R (ald.ewe. (xl W. tOOW PRE R]N We1E R)I Yr vRERaei (xIR.aWmE R)WA PRECAST Ixl w.awmE mW. PRECNi Ixlw_awe¢ (x) W�a r mR..aw,RE R) .3 ill. T mw.a mW.a mw.awra: mW-. mw.awlRE (zIW.. r (xlwsw"E MW.. mwswwE (xl W.. * md.aWIRE MW.. mw.e WIRE (2IW.4 Grown 1441 N. NUNAW HtAUAN CLVD. LONGWOOD, FL32750 PH; 407-77441078 FAX: 407-7744078 wwwAbdesigngroup.com L AA0:0003325 J anon annn, SLIMDIV. k LOT SILVERADO LOT #1 BLK #13 PROJWT/1 03719,000-01 MODEL "2558-HAWTHORNE" GARAGE B I/ING: LEFT PAGE: DETAILS 150 MPH EXP. B DA IM 06/11/20 33CAL C: 1/4"=1'-0" SKEET s2.1B fr A k C N I T E C T• y y_1 I a CJt CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 2X4 BLOCKING BETWEEN — TRUSSES 24" O.C. TOE NAILED EJ7 TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 EJ7 EJ7 EJ7 EJ7 n to ti✓� U � 1 iiI CJi CJ3T—— u U x x n " p I I VCJ5T I Y p p EJTT �I.a= EJTT RIDGE IN CJ5T I >oy • IIIIII AN„ x n n NIICJ3T CJ1 p y I ��NIN�N p 11 II N 11 11 N N II N N N N p N ■ N a " 11 w N N 11 11 p � WLL N u tl Y 8oQ¢n Nep NM 11Np11 NpN wci fl N 11 11 N lava II N ~ Y n II q 11 E E E o a I _J CJ3EI � <v 0 0 —a n n l Ix n n u x F u;a ZLMN3 k�N uI� R E�o�amwug 1 Nn Na ix n B N w� Y■ Sio I LLI 0 N B 11 I � q `.y�`CJ3EI dtl AA NA . 11 C. .t [INNNNNNNMII II N N p V 1 IIII � Ipgpl INpI q N m Itlppl " R 9 INI p u IRIDGEp N 11 m N n 11 np E M "IN 1 1BpN1 11 N g Y IINNII INNI 1NY1 Ip&I 11 11 11 p N I16n1I I1InIII 6Nu p ^ n N N m m In n m en Q < Q < Q G ryl Y eo ro a_ _N o .- < ¢ a a a a a a a ¢ a a m FRAMING PLAN SCALE: 1/4" = V-0" a A. II II — H CJ5 ,•�_:� I EJ7 II •�•�J EJ7 II II •®_�� EJ7 I 1=:=:i I EJ7 y�A it •I CJ5 •� I I 1 II =�. EJ7 1A •�� CJ5 II II q CJ3 II n CJ1 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 NOTEDOTHERWISE. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. Design Grnu LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 wwwabdeslgngroup.eom L AA#:0003325 J �i AN Bt! a auumv. ae L.07 SILVERADO LOT #1 BLK #13 P1iOJECT# > o3m." "2558-HAWTTHORNE" GARAGE OWDIC: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B PAINT MOON DATIIIII/20 aCALIC: 1/4"=1'-0" 8HEET s3 l {1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }" NAILS TO TRUSS {2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {i) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)1Sd x 3 � NAILS TO GIRDER tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ . GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x C, 6", 8" x 4'-C" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1 B 1 TYPICAL TRUSS/ S"' I" GIRDERCONNECTOR(S) BACKBtBL= rdcK 63/4`WOOD PANELS F (2)1/2" WOOD PANELS(2)1/2" WOOD PANELS2x LUMBER a • s 3/4" T 8 G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5I8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL, 8D. I -JOIST CONNECTION @ L.B.W. �* 6CALE:3/4`=1'-0" (NO UPLIFT) DEPTH 1/4`D —HOLE EDGE >5/8" -HOLE DIAMETER 215*0 SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE STUD NOTCHING G AND BORING LIMITS SCALE: 1 1/2"=i'-(Y' EDGE -5/6' HOLE DIAMETER � 3/5.0 DBL. STUD ENGINEERED WOOD TRU 0 24` O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 J" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL H 2x SECURED W/ (3)16d Z GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12" 0/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED WI 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. -A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HD TO CMU AND (12) SOS }" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) BOB }" x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J" x 5"TITEN HD TO CMU AND (18) BOB }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 13 2C TYPICAL ROOF GIRDER CONNECTOR(S) 88� BACi®t mm TR�B 4500 3/4' WOOD PANELS 8000 (2) t/2" WOO D PANELS 60 (2)1!2` WOO D PANELS BO 2x LUMBER LSTAi2 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. a EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0` A - SIMPSON HUS28 G c 1200 LBS, U -1280 LBS W/ (1) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G c 2400 LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN, EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON. NAILS. C - SIMPSON HGUS20-2 G - 2400 LBS, U < 4810 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28.3 G < 4800 LSS, U c 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE W-1" TO 60'-0 (3)'N' BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. Z" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR ll'f SCALE: 3/4"=V-0" 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACK AT ALL — UPRIGHTS OVER 4'-lD" (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. At I 1X2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)1Sd ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, W SECURED W/ IOd SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12'. O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS v W/ HIP RETURN SCALE:3/4"=1'-(Y' 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEEF INGPLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d III 51/2"MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF *-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTSU-BOLTS SHOULD NOT BE ANY °p CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, aerec coecinir_ ocni uoc��cnrt LEDGER SCHEDULE MARK SIZE BOLTSIZE 6EDGESPACNG CBOAALSPACNO A DOUBLE 2x8 1/2" 8" O/C IV, O/C B DOUBLE 2X8 3/4` 8" O/C 24" O/C C DOUBLE 2x10 112" 8" O/C 16" O/C D DOUBLE 2xl0 3I4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16` 0/C F DOUBLE 2x12 314" 6" 0/C 1 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3)'X" BRACE (1) "X` BRACE 0 CENTER (2) "X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-(1" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 10 DIA. ANCHOR BOLT Wl 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C, MAX CONT. 2X4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 1(Y-0" O.C. MAX. BLOCK WALL W/ GABLE END ,�PRE-ENG'D TRUSS SCALE:34"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' gG Upn L441 N. RONALD RE GAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigngroup.co L AA #: 0003325 SILVERADO LOT #1 BLK #13 PROJECT* 03719,000-01 MODEL: "2558-HAWTHORNE" GARAGE 8W7NG: LEFT PAGE: DETAILS 150 MPH EXP. B DwTE: 06/11/20 aCALE: 1/4"=i'-o" S3.1A FLOOR DECK 2x6 PT TERMINATIONIf 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 31i6" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 34"=1'-d'— SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Ed EACH ENO COMMON NAILS, EACH END EVERY STUD D ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING _ SIMPSONSPH4/SPH6 BTM, FLOOR TRUSS OR PLATE STRAPS Wf 10d x 1 GIRDER TRUSS 1/2'HDG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE:34"=1'-0 DRUSSES WI 10d G 3E" D.C.E 1ST PLY INTO STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER AT P R LEV TION mN. 1X2 FIRE -STOP NI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NL 3/4 AS SHOWN SIMPSON A23 EA. TRU33 /4„ -,jam r NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DEL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE:34"=1'•0" ONG @ SCREWS ;x 7' � STAGGERED NI AS SHOWN '�j LEDGER TO CMU W/ 1!2" EXP. BOLT JIIIII', TO CMU 8" CMU WALL AT W O.C. AND 8" FROM NI REINF PER PLAN END W/ MIN Sit" EMBED. FLOOR DECK P NATION VB/4" ;LLD �-' Y NA6-MIG PATTERN PER ELEVATION b�m PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE NAILER WI FRAMING PLAN) MASONRY NAILS ® 12O.C. " iX2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE:34"=i'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. Wf (4)16d NAILS INTO LEDGER AND 10d @ 3^ O.C. #8 WOOD SCREWS 2z4 BLOCKING EABRACE. RACE. NOTE" @ TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; N) TOENAIL INTO TRUSS . STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS T. BELOW STAGGERED OFF CENTERLINE OFF 2x6; fpy NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) 3/11 AS SHOWN NI 2x4 BRACE @ 48" O.C. wl (5)12d 1'4" MIN. FROM 2ND. FUR. FLOOR DECK 11j NAILS 0 EA, END LINE 2x6 CONT. W/ (8)16d NAILS DEL 2X8 LEDGER TO CMU Wl 1l'2" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX (SBT. Of FLOOR TRUSS CMU WALL AT 16" O.C. AND 8" FROM INTO BLOCKING SH(ST2X6I5 FOR WALL SHEATHING NAILER) R REINF PER PLAN END W/ MIN 5-1/2" EMBED._jtL 16d NAILS @ 8" O.C. MAX 1 X2 FIRE -STOPPER ELEVATION FLOOR DEC „ PER ELEVATION PER ELEVATION z PATTERN n 3UQ�Q K �W zNAILING PER ELEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24" PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE FRAMING PLAN) PRE -ENGINEER ED WOOD FRAMING PLAN) MASONRY NAILS 12 o.c. FLOOR TRUSSES (SEE SIMPSON HETA-16 REPAIR DETAIL I F FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ EVERY TRUSS (VERIFY IX2 FIRE-STOP TOO LOW SIMPSN HETAA6@7 SIMPSONINSTALLED W/ TRUSS PLAN) AT TRUSSES PARALLEL 32" O.C. MAX. (VERIFY WI TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE:34"=1'-0" PRE-ENG FLOOR TRUSSES NOT USED 6 7 O SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVA 10 FOR STRAPPINGok VERIFY NG ROOF TRUSS PRSIB" E -EYP SECURE 2x6 PT. PLATE TO ELK W/ TRUSS PLAN TRUSS TO TOP PLATE GSUM BOARD OR ill" HIGH W/ 1/2" DIA. ANCHOR BOLT Wf 2" A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4z6 SYP N0.2 WASHER SET IN HIGH U < 990 LEE WI (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. 8 - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2z8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP 2X4 OR 2z6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING " 0" SIMPSON SPH4 OR SPH6 STM 1/2"GYP. WL. BD. AND TOP PLATE ANCHORS Wf 10d z 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED WI (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2'k9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @10'-0"O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 10c OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ,R„SS TO POST CO,,,,, SCALE: 3/4"=1'-0" - A - SIMPSON MTS12 U < 990 LEE W/ (14)10d GALV. NAILS. • ! B - SIMPSON HTS-20 U < 1310 LBS WI (20)10d GALV. NAILS. C - 2-PLYSIMPSN VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 518- A.T.R. TO HOU4 AND (10)1/4" X 2 11T SDS TO POST TRUSS CONNECTION L.B.W. 9a gb POBT TO SLAB CONNECTION SCALE: 3/4"-l'-T A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 WI 518 DIA. z 5' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 CIA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT6 POST ON SLAB <Ut4,565 W/ SM"A.B, WITH MIN. 7" EMBEDMENT To SLAB 8,(26116d x 2-1/2" NAILS TO POST. A N C N IT L C TO Grown 41 N. RONALD REAGAN 8L\ LONGWOOD, FL32780 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroup.eom AA #: 0003325 BUDD:v Se LOT: SILVERADO LOT #1 BLK #13 PROJECT# 03719,000-01131 moDEL" °2558-HANTHORNE" GARAGE 871MG: LEFT PAGE: DETAILS 150 MPH EXP. B s am `1 1 F w .. GABLE - ENO H"ROOF x`A' ROOF WIND DESIGN PRESSURES NET IGROSS) ASCE 7-10 ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45.6T) ZONE 3 = 61.06 PSF (71.06) 'A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+-0.18 ROOF DAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 12"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX 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' OFGABLE END. GENERAL NOTES: ALL AGGREGATE USED W CONCRETE SHALL CONFORM TO ASTM C33, M XIMUAAGGREGATE Nff SHALL BE LP. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pRpy10E 8%NRENTRNNED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 661 EDITION ALL EXPOSED EDGES OF CONCRETE ARET08ECIMAFERED 311'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630.13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF PROWDE 64HL CONTINUOUS POLYETHYLENE VAPOR HARMER MEMBRANE UNDERALL SlASS ONC'ROU D WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WV 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 F8CR 2017, 661 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND 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 13 THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0. OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN. FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION% AND 'TPVWTCA BCSI 1" LIVE LOAD FLOOR: LIVE LOAD 40 PM AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDROOF: 20 psf TOP CHORD-non-Donwrrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 paf BTM CHORD -non- ouW rt #5 BAR - 30" #7 BAR - 42' DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 PSI` WV ASPHALT SHINGLES) (10 pal w/ No GVPCRETE). 10 paf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOPef BALCONY LIVE LOAD 60 pa STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B. RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: I Opef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER VEHICLE GARAGES: 50ps1, ROOMS OTHER THAN SLEEPING ROOM: 40pa1, SLEEPING ROOMS: 30paf, STAIRS: 40psf 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 WILL OVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN ROOF/ WALLA FLOOR WRITING BY SHEATHING FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 paf, FOOTING FASTENER SCHEDULE 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. NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/T' 0.120" 170,000 IN ORINGS SCREW SHANK ER14INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER rATRUSS ROOF RHFATNINR EXTEWOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH fid RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @j 4" O.C. TOP & BOTTOM EDGES J w 0 LU z U =j) d Z Z W U UJ y Z Y Z = cj a m 0 Q JJQ 2 Cj NU Oto z QZQ2 V) CO Z d $ Y 2 D3` w z W co m 2-Ur U a� d W o z 11111■111■111 a `,41 11■111♦111♦111♦1-11111, `' ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMMG C8d RING SHANK GUN NAILS 6" O.C. IN FIELD SHEXfPING ATA A H . TO BE STRUCTURAL GRADE Sd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Bd x 2 IQ" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.jN FIELD J\ THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,5W PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH WSTORICALSTRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 74. PRIOR TO THE ADDITION OF PLASTICIZER CONCRErE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C4 4 OR MEASUIBNG, MIXING, TRANSPORTING ETC. CONCRErE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE L4 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MU( UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATNE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER FEW SHALL SEAS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1.1/Y FOR M) AND SMALLER 2' FOR A AHD LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SUBS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I. - 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 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318' 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.148 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksI FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASCU, GRADE B, Fy = 46 kal. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B. TYPE E OR S. Fy = 35 kal. 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 APPLKATXIN Siff TYPE _NG REMxPNB -CAT- ­PT FUPAWG TO CASE NARDENfO DOx GARAGE OOORaUCN 4x-OK APCIX2 MASONRY 11IY EABEO..f ENO daT., MASONRY/ CGNC. fUIL11?LIXM. PmG TO MASONRYICONL. NO WASHER FASTENER P� EDGEDIST. 9G0. AL.EM.000R9 GIBE HA m.. Wk POIC WINpOWA00R/FASTENED GMAOE DOOR &RCN 1IS DU,.WI E%PA!l9fON BOLT 13 Q'C a'EMBEO.�s'ENO GIST., is PT, SEE NOTES NAIL 112'LONG. 9TAGGEF�O INTO MPSONRYICONC. TO MASONRYIWNC. WASHER SEDGE DIET. w.-s CASE.-E.. GOIL Pac WNDavmaoru FASTENED METAL -To CONTACT THIS ENGINEER FOR SPACING 1. PT, SEE-TEI NAS 11?LONG. STAGGERED INTO MASGNRYxbr2C. MASONR11CCxx:. REQUIREMENTS EXT,-DOOR D))3Ite9IA 'TAPNN' 19"QC i 1PY EMBED,P END. NONbE/UaNG WOOD 1Il' EXPANaRN b'O'C ED. SUCx2, PT, SEE NOTES WASHER FASTNER DIST., 1i EDGE D6 WALL TO CONC. SLAB GIST., EDGE DIET. WI WASHER BOLT .T., E 2x PTWIEEL BUCK 0.130'PpFx219' POIC x'ENO. DUST., I ­ PT TO STEEL .SEE W/WASHER STAGGERED EDGE DLST. NOTES 1LES 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 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. A 1 C N I T I C TI{ 6 Group" L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA N: 0003326 yyy� O�€ 81IJ33VEV. & ZO- SILVERADO LOT #1 BLK #13 P3iOJIMOT1111► 03719,000-01 MODZX. "2558-HAWTHORNE" GARAGE BIFMG: LEFT PAGE: DETAILS 150 MPH EXP. B li BCALE: 1/4"=11-0" 1 S N1 r AS b" fo