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HomeMy WebLinkAbout6806 Wagon Trail StA 99 �9 0 0 ELLE PREVAILING ALL WORK SHALL L �G CODE, CODES FLORIDA NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Im ORDINANCES HOMES VIEW DA'`I�`� City OP-ZEZY fL�S 7, pLANS EXANIN 12602 TELECOM C)FIIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 6TH EDITION (2017) :FLORIDA FIRE PREVENTION CODE BTH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION .ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •10. INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=150 MPH - BVasd=116 MPH -ENSD.O. -I-STORY RESIDENCE - •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES AAB orrotnoNRNG nMm MA hC AB/CV. ADJ. ADJUSTABLE M.T. METAL THRESHOLD IT.ALTERNATE AMPERAGE MMTL. JM.>ETTALLID BD. BOARD N.T.S. NOT TO SCALE CL CENFERLNNE O.c. ON CENTER CAB. CABINET PL PROPERTYLwE CLG. CEILING P.B. PUSHBUTTON CLR CLEAR PIL PHONE CONIC. CONCRETE FEE. PLAN CPT. CARPET PLYWD. PLYWOOD CT. CERAMIC TILE PR. PAIR D. DRYER P.T. PRESSURE TREATED DBL. DOUBLE R. RISER DUAL GLAZED RAD. RADIUS DIA. DIAMETER RAG RETURN AM GRILL DIM DIMENSION REF. REFRIGERATOR DISP. DISPOSAL RM ROOM DP. DEEP R.O. ROUGH OPENINGEXT nS. DOOR DOWNSPOUT Six SMOKEDETTECTTORR DEL. DETAIL S.H. SINGLE HMO DATE DESCRUMON ARCHITECTURAL SHEET DESCRIPTION PG CI -COVER SHEET PG GN- GENERAL NOTES PG AS -FIRST FLOOR PLAN PG AI SECONDSECTION/DETAILS FIAORN PDLEATN LS PG A311-ELEVATION 'H' FRONT & REAR PG A4H-ELEVATION 'H' LEFT & RIGHT PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS • STATE OF FLORIDA CALC. S PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 SQ.FT. DISHWASHER SHE. SHEET � T EA.. EACH THING ELEV. ELEVATION SHWIL SHOWER EQ. EQUAL SIM. SIMILAR EXGL EXHAUST SL. SLIDING Exr. EXTERIOR SL.GL. SLIDING GLASS F.G./EX. FDOIDGLASS STD. STANDARD F.O. FUEL GAS SWS SHEAR WALL FIN. FINISH SECTION FLR FLOOR TEMP, TEMPERED GLASS CK FR DR. FFLUOFL LRENCH DOOR T.O.C. TUORESCENT THK, TOOP OF CURB FTGFOOTING T.O.P. TOP OF PLATE . GA. GAUGE T.O.S. TOP OF SLAB OAR DISP. GARBAGE DISPOSAL TYP. TYPICAL PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WAI -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WAL.L ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAB-WALL ASSEMBLY DETAILS 18T FLR LIVING 133m 80. FT. 7rmFLRLIVhY, 1493 8e FT. TOTAL LrYM 2823 ea FT. GARAGE 484 8Q FT. POISCN � 6Q TOTAL ELEvB w+' 33l(r 8GL FT. BAV PATIO w 86T. FT. Fax: (407) 774-4078 O.F.I. GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE GL. GLASS V.P. VAPOR PROOF GYP. BD. GYPSUM BOARD W. WASHER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG SLAB -DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES H.B. HOSE BIB W/ WITH H.C. HEADORE WD. WOOD �WINDOW HOT. ORITe HEIGHT W//Hw w TER ENT. ENT. INSULATION W.I. WROUGHT IRON INTERIOR LUM. LUMINOUSRY M.C. MEDICINE CABINET 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) FURTM __ARE UNCLEARAND IN G OR EXPLANATION INFORD O BUILLDDDTIHIS PROJECT PG S2.1A-DETAILS PG S3-FLOOR FRAMING PLAN ELEVATION 'H' PG S3.lA-DETAILS 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. PG S3.1B-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.IA-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S8-ROOF FRAMING PLAN ELEVATION 'H' RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. PG SB.lA-DETAILS PG SNl-DETAILS 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA a: 0003325 SItMDI:v & LOT SILVERADO LOT #6 BLK #11 P1RO' T 04128.00T 06111 MODEL: 4EJB "2807-ELLE" GAIgAGE SWING: LEFT PAGE: COVER SHEET 50 MPH EXP. 1 "► u DMMON ATE: 8/17/18 SCALD: 1/4"=1'-O" I'111MET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE WORK 1, REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3'• 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN F -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) 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 ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %; PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL 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 FRSBNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Yee' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. 24rTORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdaslgngroup.00m AA #: 0003325 [SILVERADO LOT #6 BLK #11 PROJWT# 04128.001=06111 MODEIA 4EJB "2807- ELLS" GAR"Ell SVIMCk LEFT PALM. GENERAL NOTES 50 MPH EXP. Ij PATIO (2) R(2) 3052-8N 6068 SGrD. EGRESS E88 10'-10' IIII _ V-6 ' QMG ROOMBC F:7 surrE m k=;IU u`=' I �j OwNi r$ IR-I814 6BATH4 Cl`P 36'x60' 1 w LC e Cl I OHM PAN AV i i J IR-ISH STAIR DATA 16 RISERS 9 ID4' 15 TREADS • 10' 10MLARD ■ 4' NoSMG STUD6 • OC. PER I AS REGL OSHA TITLE 29 CFR IT PER �E M - FALL2PROTECTIONB 1926WI(B) (14) ----LI1bil gi F61i------------ OARAOB V-8 CLG. r, • • � LrJ I � 0 iMIM ;HI�1 NEW �offm 0 l n e'e "in eue o eiie 19'-0' FIRST FLOOR PLAN SCALE, 114' " 1'-0' SQ.FT. CALL. S IST MR LIVING 1330 SO. FT. 2ND RR LIVING 14W SOL FT. TOTAL LIVING 2823 W. FT. GARAGE 41 80.FT. PORCH ELEVS 'H' 99 SQ FT. TOTAL ELEV v N' 3316 SQ FT. "PATIO 80 SO. FT. MASONRY/FRAME WALL LEGEND 8'-8® L UNO ON PLANS BRG. HGT. VARIES W BLOCK WALL UNO ON PLANS 19'-4' gil INTERIOR I ISM WALL UNA. ON PLANS 0 4' INTERIOR NON LOAD OM WALL UNA. ON PLANS -ALL INTERIOR DOOM TO BE Ill -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTNER11116E d19�mE ommill B OW18 as= gam ME aowlri 1ervKa MIN. WINDOW g 25/-33 CRITERIA EXTERIOR SWING IB 5 24/-31 DR. MIN. CRITERIA BGxD. MIN. 41 5 23/-29 CRITERIA 16010 OAD. 112 5 20.V-22.1 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=Q, EXP.=B, MEAN ROOF HT. — 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 091 nDAlESgIfWG 14411 RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003328 go bVHDIV Ae LOT SILVERADO LOT #6 BLK #11 PROJECT* 04128.001-06111 MODEL: 4EJB "2807— ELLS" GARAGE Ell LEFT PAGE: FIRST FLOOR PLAN 50 MPH EXP. )VIR DRDFT ATE, 8/17/18 >lCALE: 1/4"=l'—O" Ell Al (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPE FOR SOLID NAILING 00ME TREADS TO STRINGER 3/4' T45 SUD FLOOR WKSPf 3. 6CREUS • EA GLUED 4 SCREWED STOW42M UNTWREADED SWANK PER FASTENER TO EXTEND EEYOND THICK ES6 SCHEDULE OF 6UD4'LOOR SHEATHING IV-0 3/4' 2ND FM. FLR. %— C � 1 ry�@ W-V ERG. NGT. FLR T US6E6 W � / STIbR • T54' = 3/4' KICK 15 TREADS • j ' MAX. PLATE 2 X 4 DDL IV+ P NOSING JNOSING 10' TOP PLATE DBL U MIN.ST�MRS R16E1118 TO CQlOR'T TO PWA 6TM TOID / S T O R . EDITION 20fl MIL VANA IO MAX PtSMW1 D$ D/16' PLATE ® N � MAX VARIATION IN Itl6ERMIREADS M 3.2t12 6YP STRINGER ADJACENT TO EACH OTHER "'MAX REINFORCED W/!X4 6PF VAMATION N ANY RISERRL READ HANDRANT �� CIRDULAI! CROSS SECTION DIA TO DE 1 3/4' u4C:oNT. BE / 01=ADFF ..V4' OR PROVIDE EQUIVALENT GRASPA PL-400 OR SMW.ARE . DILITY WNDER6- MIL 6' WNDE • tt i6 2XE EA HOPUZONTAL WIN NN I�WW END 334' HIlSDN*CWAIL NOT.. BAR DETAIL a o TO PIT OUT 2 X 4 DON. 2 1 46TUD6 AO ZD ~ TOP PLATE . Nr• G.G. MAX SGALE:1/4'"I'-0' N Q" 3 m 2 X 4 RE-INFORCING • EA 2 X 12 STRINGER / SECURE W/12d 6'-V O.C. 2 X 4 P.T. DTI'7 PLATE 0'-0' FIN. FLR. 2X4 ATTACHED Wv Nod MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB UTMIN V OF EACH ", 32' = MAX CLEAR SPACE OEIIREN HANDRAIL AID TIE WU41 1 LL BE NO LESS THAN I V2' DER FDCR R31LTD2 HANDRAILS SMALL HAVE EITWM A CIRCULAR CROSS SECTION WITH A DIAPVTER OF IkI 2' OR A NONCIRCuLAIS CROSS SECTION WITH A PERT E. 044"[CN OP AT LLA6T 4' NUT NOT TE MOTHM 6 V4' AAD A LAUiGE6T CRON SECTION OM *ION NOT EXCEEDINS 2 1/4'. EDGES SMALL HAVE A MNIMM RADW6 OF VS'. 2. T1416 RAILING SYSTEM 16 DESIGNED TO RE616T A LOAD OF DO PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED N ANY DIRECTION AT THE TOP OF SUCH IDARRIERS AT ANY LOCATION ON TIM SAFEGUARD, WNW44EVER CONDITION PRODUCE6 THE MAX"M STRESSES- PER SECTION 16MA.1 / F.D.C. (2011)" EDITION. SECTION (—,-A'�HANDRAIL E:1/2'"I'-0' R STAIR SECTION B BGALE:I/2'.I'_®BG�ALE:I/2'.I:_®. DIM VARIES o E a _ B ' ARCH DETAIL D SGALE:I/4'"I' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdeWgngroup.eom AA IF: 0003325 BUDDIV. at L02% SILVERADO LOT #6 BLK #11 PROJB.CTp 04128.001-06111 MODMIA 4EJB "2807—ELLE" GARAGE SWING: LEFT PAGE: STAIR SECTION/ DETAILS 50 MPH EXP. 51 NAM DA 8/17/18 SCALE: 1/4"=1'-0" SHEET A1A At eD - a 9 v N a 9 Is N � m i� 0 n v h sWWW ININE IMEE mmm ME 0 ME IMEE :o LINE OF 18T FLOOR BELOW_____—_ J L------------- z0___� SECOND FLOOR PLAN WALE. 1/4 • 1'-m' —— — -- 4j o:�:�loo ::::• %.4:❖• .aol,-, ....�.'••• �• Ioi::::.�:.:Eiol:.�:::::.'❖:•:.� Flo ol:•lo .! r0 L. r,. to .:: • ,►� r0 Elm Elm IX r• r•0 r• o�: �r .apl..�'n or:.�:;�o o;:.• Rio 1441 N. RONALD REAGAN BWD LONGWOOD, FL32760 PH: 407-7746078 FAX 407-774d078 www.abdesigng r40 o up.com AA N: 0003326 0 w aysaty ae LAT: SILVERADO LOT #6 BLK #11 PROJSCT# 04128.001-06111 HODSL: 4EJB "2807— ELLE" OwxwOS ewsrt0: LEFT PROS: SECOND FLOOR PLAN 50 MPH EXP. ME Dw `. 8/17/18 a*IrST A2 1441 N. RONALD REAGAN BWD LONGWOOD, FL32760 PH: 407-7746078 FAX 407-774d078 www.abdesigng aysaty ae LAT: SILVERADO LOT #6 BLK #11 PROJSCT# 04128.001-06111 HODSL: 4EJB "2807— ELLE" OwxwOS ewsrt0: LEFT PROS: SECOND FLOOR PLAN 50 MPH EXP. ME Dw `. 8/17/18 a*IrST A2 2T'-I' BLDG. HGT. SHINGLE ROOF I8'-8' 2ND FLR, _ BERG. ;a -Ts I0'-0 3/4' _ 2ND FIN. FLRI B'-B' CLG. HGt. Riid 0'-O' FIN. FLR FRONT ELEVATION SCALE, 1/4 • P-0' TEXTURED FINISH y�//OFF RIDGE OFF RIDGE VENT _ 18'-8' 2ND FLR. BRG T FTF CN BKTIIXIT OR EQUIVALENT _ ,CIO'-0 3/4' —� 2ND FIB N. FLR 4' RAISED BAND (TYP.) 0'-0' FIN. FLR PF= (MIN.) AREAOFATrIC - 1970SO, FT. NET FREE VENTILATION AREA REQUIRED • 1/300 REQUIRED VENTILATION AREA = 1970/300 = 6.57 VENTILATION AREA X SQ. INCHES PER Fr.(144) • 945.6 SQ. IN. MIN. REQUIRED VENTILATION • .5X 945.6 IN WPER PORTION OF ATTIC 472.8 SQ. IN. OFF RIDGE VENTILATION AREA • 115 SO. IN. PER VENT 472.8 /115 TOTAL 80F VENTS REQUIRED = 4.1113 TOTAL801 VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO 0VERHANG5INCW DED 21,10 FLRo, IW-8' 2ND FLR ISW HGT.F-1 BRe. HGT. I I I I I I 'C i I 4D 1/2' THIC1, 2 COAT CI -ENT PLASTER APPLED A I I D111111OTLY TO MASONRY I I 4'A4' GALv. 'L'-TYPE iv I I FLAII IM 6ET N ROGFING CEMENT 10'-0 3/4' 2ND FLR4, ''' I I 10'-0 3/4' 2ND FLR FIRIERSLA" 6HNGLE6 OVER �50 PEL 2X& 61T PT LEDGER UV FIN. FLR/BRs. HGT. �- ------- ------------------- ---t FIN. FLR/BRG. HGT. PAPER ON TA6, OAD. 6VEATHNG OR V2'x6'1FIREADED ROD 32' B'-8'CLG. HGT.�_- - - _--------------_—_-------� V-8'CLG. HGT. V2'ODX PLYWOOD SEgllEtDPER Or- 4 WTHN 6. OF EACH NAILN6 aC WME END MAX SET N 6RlF4ION 6 • I I TOP OF IBM HIGH 6TMMT14 EXP'OXY I I 2ND PIK N.R (PER ELEVJ I I LOU-26 I I 2R6 GYP RARTEND OR I I PI�•ENGD TRUSS m v I I (PER SLEW ROOF aLOPIf -f- EM 1/16' O MW S EATHNG�� I I CAMW T BE SOW/�LTO 8 CHANNEL FOR SOFFIT I I 3. O.O • PEIN'ETER 0'-0' fM. FLR I I 0'-0' FIN. fLR LU626 (4) Wd's P-4' TO -------------------------- (MIN.) TO LEDGERro AND f2)lOd4 2 2X6 6YP PT LEDGER UV V2'I16' THREADED ROD 32' C. O.4 RRTHN •' OF EACH END MAX SET N 6R'I %0N HIGH 6T1@NGTH "FOXY 61 MN w"O. REAR ELEVATION OVERHANG DETAIL SCALE, 1/4 • I'-0' TEXTURED FINISH A SCALE, 1/4 • I'-0' d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 evsDIV Se X,0151 SILVERADO LOT #6 BLK #11 PROJECT 04128.00T 06111 MODEIa 4EJB "2807—ELLE" GARAGE SVrUM: LEFT PAGE: FRONT & REAR ELEVATION "H" 50 MPH EXP. Z1 DATM 8/17/18 BC#.=: 1/4"=1'-0" 8*1m= A3 H 18'-8' 2ND FLR;w ERG. HGT. 5� 41- FIN. FLIP W-8' ERG. HGT. • ENTRY i- 5I j/ OFF RIDGE T IF ;t - - - - - - - - - - - - - - - - - -- -- - - - - —_ _-- IS'-8' 2ND FLR ERG. MGT. I I" I I 4® I A I I I I I I I I I I �----------------------------------I I a. I I I i I f I I ( I I I I I I RIGHT ELEVATION SCALES 1/4 . P-O' TEXTURED FINISH -11 5 I-j! RIDGE OPF R® 1 ,t1O'-O 3/4' 2ND FLR ----- FIN. FLR — s ENTRY 2ND �E18R$RG. R0 — - — - — --------- ' 2ND FLR T. O I I 12 i I I I 5 I I ry 10'-O 3/4' 2ND FLR IV-0 3/4' 2ND FLR , -------- FIN.FLR R— i-_-------'---'---- ---------------' - '---'-- FM. FLR 8'-8' SRi. HGT. --_.� I 8'-8' EIRG. WIT. e ENTRY ---'i-----------------'�--�"----------- • ENTRY I II I I I I I I I I I I I 0'-C' FIN. FLR O'-O' FIN, FLR, LEFT ELEVATION SCALE: 1/4 . I'-O' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 flat 0 9VHDM dg LOT: 114 SILVERADO LOT #6 BLK #11 P"JECT* 04128.001-06111 MODEL: 4EJB "2807-ELLE" GA AGIM 8WINC: LEFT PAGE: RIGHT & LEFT ELEVATION "H" 50 MPH EXP. D TE 8/17/18 SCALE: 1/4"=1'-0" al== A4H ELECTRICAL LEGEND DESCRIPTION DARD SWITCH Y GURTC34 Y SWITCH 'ER SWITCH BUTTON ONNECT MOSTAT t40:CEPTACLE LE RECEPTACLEl125VR0-AMP LE POLE) DUPLEXRECEPTACLE DUPLEX RECEPTACLE (EQUIPPEGROUND FAULT RUPTER/TAMPER RESISTANT TYPE) DUPLEX OUTLE7 !HALF OF OUTLET D TO SWITCHRIOR WATERPROOF/ iFI EPTACLE (GROUND FAULT R) IDV 4IUADPLEX RECEPTACLE ® OV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE (TOR) L MOUNTED LIGHT ,LNG MOUNTED L444T LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER Sa FT> am BUILD LIGHT FIXTURE BRAG BULB LIGHT FIXTURE YYSOYY BULD LIGHT FIXTURE 'TRACK LIGHTING TTIC LIGHT WITH FULL CHAIN }�{ CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m FLUORESCENT LIGHT (SURFACE T) LI-I'x4' FLUORESCENT LIGHT (RECESSED) x15 O GESS LIGHT CEBS LIGHT (VAPOR PROOF) ,LNG MONIED LIGHT WITH J-BOX OPT. FAN L PANEL (FIELD VERIFY TION) METIER (FIELD VERIFY (WALL MOUNTED) m •BOX !CEILING MOUNTED) ,LING MOUNTED FAN B FAN (I CFM PER SO. FT.) It JACK Q DETECTOR (CEILING MOUNTED) ® tgONOXIDIE DETECTOR n ES TV JACK -� PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO DE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI P ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT IN PALL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 80 CFM INTERMITTENT PER TABLE MISVIA OF FBGR 6TH EDITICN C20111 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 3M.4(BX2) • ALL RECEPTACLE TO DE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND T81& OF LICi1TRJG MUST BE ENERGY EFFICIENT TYPE PER r ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 20M &th EDITION R404.1 I I � sum ROOM PRE -WIRED PRE -WIRED j CLO FAN CLO FAN I RIOOM \a SWITCH IN I I 8D. 1 CABINET I I I a, S® OUTLET I m FOR DW (� PWDR °F' ' =1 0. Wic.AN BATH — — / GFI I R£FI—pp—pp—T� , - I V AV — --�-- —J — GFI •PIMj� --- 1 1 / �' t I • AANND rim AS BOLLARD ' d % RECL PER DLDCs FLEX OND CODE \ II �® II KEYLESS .---------------SSS���—ttt— FIXTURE--------- METER _j WALL MOUNTED 91 FIELD LIGHT SWITCHP.B. FOR R' VE� W/ P IN ATTIC CHIMES I ---J ONLY PI 1 PORCH Zze---+----------------- IRRIGATION GARAGE OUTLET • 1 40' AFF. + t -------------------- OPT. �---------------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' . 1'-0' OUTLET FOR VENT OR MICRO PANEL: A PANEL: 42 CR bn.kw VOLTAGE: 1201240 VAPn NUN: 150 AM ML.O. FEEDER: 1SWCuTRWN& 1-ININ Cu (G) In 2' C. OR 3 N4.0 AL TRAM & t-tI8 Cu (G) In Y C. WM ror INr W.. anw O.w1t w.m D.•er nrr w ... Wl .12 1 m 8aw +am 1 2 BooO N.y m 2 w •11 1 m wwxw/NYa tam a 4 wx 1 m 9Yw App%r iam a a 4m. r«IIW« m x 1N0 •12 1 m +aw T •12 m AN tam . 10 1'm0 YQI m 1 w2 .n + m eYnIslNle Imo 11 12 +mo tIFl m 1 n2 .N N P Itr -ants. 9m 1. 14 amo m 1 eN .N 1 G ar•r lla.•I—AM mo to 14 .N + x wain IP AFa 90a 11 +. taco .nr aFl m 1 w2 tn1 1 N Ar MwlINwiw m0 1. m tam Coo, WI m 1 w .+4 1 m wa2.e Rom/aaera/aMlxciaeaua 21 tm0 IEat•e«LH. .AFa 1 wx .x 1 Ia In•w/ AFa 1xm m u .00 oWWIN«mmlem Na to 1 rN 04 1 to --AM Aa m0 m m Bm Q.w•FM-IW.I.C.AFa +a 1 w4 m m m m s a+ m N w w n w w x m ACAMYI tn.v.rM Nw N a w 4: 4w0 Nc C.Wt 4. + w Lw• ••Ira.•.r AM«crawrr/.W x4am mtm naFnnr Orr •r.,.rl.r l." D—ntl F.ao. CW.UWan.: ASSREVVITIONE: AM ARCFALLTdC.1lITW1EMl M NC: NONCO OENTLOAD a axaIOFAMTW1pIR — Tar w. •aY.ar mt« a44m FWl W .r+0ox 1mm Ibmr wm•r4ft Inm TarAC LOAD CALCUUTION IE PAINED ON AC NON -COINCIDENT LOAD Tar Lw.Ya••Lm• msm Gor-al Umh*w & R.c tw. Lo d TYYA:f nF••I W aNwaWl .Fl. • 79 NmwL .tlw% 0«.M cknIN na ua. r«FY.IAI lol 2807 8421 1 1235 TaN Wan. BwI 96m 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR &tH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWNI UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. PROVIDE 342/0 CU, THUN . PS CU IN 2' CONDUIT OR 3 04/0 AL, THIN . P& CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE PSOARP MGD TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMNAL AT LOW VOLTAGE CONNECTIONS 150 AMP D/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR &UI.1 EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1"I N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdeslgngroup,com AA S: 0003325 �a ILO SUDDty aE LOSILVERADO T #6 BLK #11 PROaMTO 04128.001-06111 MODZU 4EJB "2807—ELLS" GARAGE awtNG: LEFT PACE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. Rj JE 8/17/18 81CAM 1/4"=1'-0" S1IiEET E1 ELECTRICAL LEGEND am. DESCRIPTION sr STANDARD SWITCH -�• -WAY SWITCH yU} -WAY SWITCH MMER WATCH HE MUTTON ISCONJECT T "'woo TAT E RECEPTACLE (@ev/20-AMP E POLE) N2V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT AMPER RESISTANT TYPE) IOOUTLET V DUPLEX (HALF OF OUTLET RED TO SWITCH) XTERK)R WATERPROOF/SF CEPTACLE (GROUND FAULT rEPLPTER) WV OUADPI-EX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE TOR) L MOUNTED LIGHT ILMG MOUNTED LIGHT ENT LIGHT LOOD L444T L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SO. FTJ am BULD LIGHT FIXTURE AY90 BULB LIGHT FIXTURE agoom DULD LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN R CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT L04T (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) K�F(T K+HT (VAPOR PROOF) OUNTED LIGHT WITH J-BOX FAN S PANEL (FIELD VERIFY ) ALL MOUNTED) EILING MOUNTED) OUNTED FAN 0 tVENT PAN (1 CPM PER SO. FT.) JACK O' DETECTOR (CEILING MOUNTED) ® I ) MES TV JACK ^E PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FART PROTECTED PER NEC 210)2(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO ME LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF e0 CFM INTERMITTENT PER TABLE MID01A OF FDCR 6TN EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL 0E GROUND • FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL DE NON METALLIC CABLE AS NEC 2014 ARTICLE 800A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFRIGIENT TYPE PER F.BL, ENEMY CONSERVATION (RESIDENTIALENERGY EFFICIENCY) 2011_ 6th EDITION RA04) 1 I i I � I I I I j I f I I I I I I I I ------------I SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' • I'-m' 1441 N. RONALD REAGAN Bt LONGWOOD, FL32760 PH: 407-7744078 FA%: 407-7744078 wwwAbdesigngroup.com AA 0: 000332E aysDm ea LOT SILVERADO LOT #6 BLK #11 PROJECT* 04128.001-06111 MODEL: 4EJB "2807— ELLE" GARAGE BVFMG: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. 11 DaINT A 8/17/18 SCALE: 1/4"=1'-0" a*mcm E2 I � I � I � I � I j r-------------------------------j I I I � I I � I I I L- - - - - - - - - - - - - -.- _ _ _ - - _ _ _ _ _ _ - SECOND FLOOR PLUMBING PLAN OCALE, 1/4 . V-0' PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdaslgngroup.00m AA#:0003325 aUDDIV. da MlTil SILVERADO LOT #6 BLK #11 PROJECT 04128.001 06111 MODELa 4EJB "2807- ELLE" GARAGE B VfMG: LEFT PAGE: PLUMBING PLANS 50 MPH EXP. HVAC NOTES I. ALL MECHANICAL EQUIPMENT 41:IALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS @HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. I& ALL FIRE RATED CEILINGS AND WALLS 644A L, 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 FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBR BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE, ALL HVAG TO HAVE PROPER PANS W/ DRAINS ATTIC ­"°"' 1010 EXTERIOR WALL PLEA T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM—""' LATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED /— WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA88-THRU AIR GRILL (3) BATI VENT T.T.W SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) IOX1 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE Fl( COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYPN� vEXT. GROUND CLEAN -OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE, V4 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 8111111 unmi. atrumv. ee LOT SILVERADO LOT #6 BILK #11 PROJECT* 04128.001-06111 wODEL' 4EJB "2807— ELLS" GARAGE OWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. BJ i I i ------------------------------ L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 • 1'-0' IS N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.abdeslgngroup.00m AA #: 0003326 enm�, stmDiV & LAT SILVERADO LOT #6 BLK #11 PROJECT# 04128.001-06111 woDxZj 4EJB "2807- ELLE" GARAGE 8VnG: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. D TE 8/17/18 scALE: 1/4"=1'-0" 9HEE c M2 2X4 TOP PLATE MR FLp- PRE-FAD TRUSS IR' CLG. BOARD 14' DRYWALL --,­ r• 1 2x4 WOOD STUDS 024' O.C. SLAB FIN. FLR ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOi THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE (2)TYP. INT. WALL (NON— BRG. ) D 1 SCALE. 3/4' • 1'-0' FIBERGLASS SHINGLES OVER *30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER. SECTION R905.1.1 ON J' O.S.B. SHEATHING; OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS - // MGE J TL. DRIP ED 2x FASCIA PER m. ELEVATIONS TYP. ON. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLIt j 5/6' GYPSUM d OR I/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORME ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908A ON I}' OAU5. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0'-C' FIN. FLR W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF S S 2 12 T L SS THAN 4 12 A a 1—STORY HIP BLOCK WALL (2-LAYER UN ERLAYMENT SYSTEM D1 WALE. 3/4'•I3 -C* IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, CU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 16151 2 GAS LINE THRU BLOCK D1 vr— FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' OA.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENOGABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L S. CMU TYP. W TWOC 2 GOAT - FORRAtO Co1w "M AWLlD O61111CRY TO K#AQWY Ka. v CM/ m ;TIsicri L I= 1��wo�ee�+r 2:0 P.T. oD ATTACWW TO ALL C6L A! PM FRCOUCT AIT"OVAL Ii4t DRALAW � eAw+ale woo s GARAGE DOOR JAMBS p1 SCALE:I 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS, — CONT. 2x RAT RUN SECURED PER - STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/1' HIGH STRENGTH CLG. BOARD l A W/ WINDOW OPENING R-4,1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRMG- STRIPS • 24. O.C. 1/2' GYP. ILL. DD.- WOOD BASE — FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J. OA B. SHEATHING OR J' CDX PLYWOOD SECURED PER 0, FASTENER SCHEDULE TYP. MTL, DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \—PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0 0'-O' FIN. FLR B TYP. WALL SECTION NO OPENING e 1—STORY GABLE BLOCK WALL D1 SCALE. 8/4'"I'-0' i"I N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdoeigngroup.com AA 8: 0003326 go I� 3 �o E [BUDDIV. Ae LOT SILVERAD0 LOT #6 KX #11 PltOJ=T# 04128.001-06111 MODEL 4EJB "2807— ELLE" GARAGE S�►ING: LEFT PAGE: DETAILS 50 MPH EXP. DRINT A8/17/iB SCALE: 1/4"=1'-O" Si1LET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 080 FELT PAPER OVER rM FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R006.1.1 PER SECTION R908.1.1 ON J' O Sa SHEATHING ON I}' O.S$. SHEATHING OR }' CDX PLYWOOD OR;' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE -Ewa WD. 'ER PRE-ENG WD. ER 24' O.G. MLilt LEV TION 24' OZ. MAX EV T10N METAL DRIP EDGEAX METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY CODE FORK. 2x FASCIA PER CODE FORM. 2x FASCIA PER ELEVATIONS -m' O.H. S/8' GYPSUM BOARD I,_m, ELEVATIONS OH S/8, GYPSUM BOARD TMp, OR I/2' HIGH STRENGTH TYP, OR 1/2' HIGH STRENGTH CLG. BOAR VENTED CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP SOFFIT REFERENCE ( I -4.I INSUL. REFERENCE STRUCTURAL R-4.I INBUL. STRUCTURAL a w J w a W WINDOW ATTACHMENT W AS PER it MANUFACTURES SPECIFICATIONS --REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T G BUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK 2 COAT p GLUED AND NAILED A8 NAILING THICK2 COAT m SCHEDULE PORTLAND CEMENT V> PER SCHEDULE PORTLAND PORTLAND CEMENT E� PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w - MASONRY m R MASONRY r w R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP t�IVLEVATION SEE STRUCTURAL SEE STRUCTURAL ��e T` LEVATION VA ON S/8' GYPSUM BOAR S/8' GYPSUM BOAR OR IR' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOAR CLG. BOAR ER IfELF-VATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 NSUL. R-4.1 NSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK 2 COAT In' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING PLASTER APPLIED DIRECTLY TO STRIPS • 24. O.C. STRIPS 24' D.C. MASONRY 8' CMU DIRECTLY TO 8, cm MASONRY 1/2' GYP. WL. BD. In' GYP. WL. W. WOOD BASE IX2 FIRE -STOP WOOD BABE IX2 FIRE-STOP— n W/ WINDOW OPENING 2- SE, - n L e 1 WITHOUT WINDOW OPENING Y FIRST FLOOR BLOCK FLOOR BLOCK BCALE3/4'•I'-0• 1441 N. RONALD REAGAN SL LONGWOOD, FLS2750 PH: 407-7748078 FAX: 407-774.4078 www.abdealgngroup.00m AA M: 0003325 Iu SILVERADO LOT #6 BLK #11 PROJECT* 04128.001-06111 MODELa 4EJB "2807-ELLS" GARAGE BWDFQ: LEFT PAGE: DETAILS 50 MPH EXP. DATXI: 8/17/18 SCALE: 1/4"=1'—O" 88EET D2 4'EMOEDMEW IlK FROII FLOOR TO ® `DECUIE2X4ON— FLAT TO OLK UV OR HAILS. 2X& 2W. GARAGE DOOR dJCIC UV !S) IN AW' A -DOLTS 4' EMSEDMIff MN. III UV YXT)db UTAGNM AND NUT SPACED EVOLY FROM K.00R TO G.414U'# DOOR MM N JOIMS PRIOR TO 19LLN6. 1-2X6 Pr BLACK • CENTER OP DOOR LEADER WKI)JI`AS' J-COLTS 4' WWOFENT YV 2W*)W U:AS/ER N AND NUT. NSTALLATICN MSTM=ICW WERE E ARE MORE STRM6@R GARAGE DOOR BUCK ATTACHMENT 3 yr _ 8' CMu )i' DRYWALL TfI'X4' OR I'X2' P.T. NAILER IX4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A' WITHIN W OF EACH END ! 18' O.C. MAX SPACING DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 49 DOOR JAMB TO BLOCK +3/4 OR +8/4 A 1RNDONN BL K +3/4 OR +8/4 2X4:m SECURE TO BLOCK W/ V TAFrd" OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4 ) WITHIN 8' OF EACH END ! 18. O.G. MAX 81RACNG. 2X&:= SECURE TO BLOCK W/t.%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 1 8• G'N 18' O.C. MAX SPACIPUG. �' 2X&.m � I'X4. OR SECURE TO BLOCK W/2-e16' TAPCONS (MIK SHANK SIZE .145 MIK HEAD SIZE 900 MIK EMBEDMENT IY4) WITHIN D' OF EACH END ! L IX2' P.T. NAILER CASING JAMB C WINDOW TO 2X PER MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" U 1RIJ V TO B1DCK +1-U " E. KT . 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OP EACH END ! 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2X6 ® MOT BE ON OUTSIDE ! SECURED THROUGH SAS TO BLOCK W/2-11(!' NM-BTRUGTURAL'1(!' TAPCON MIN. (MIN. SHANK SIZE .145 INTO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MN. EMBEDMENT I Y4) DRYWALL WITHIN W OF EACH END ! 18' OjC. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER 2XB:m a SECURE TO BLOCK W/2-Y& V OA.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END ! MANUFACTURES DETAILS. IV O.G. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-18 1P" n M[NDOM TO HLOCK +1-18/ 8 �BCAL : Kt . 2X4:m SECURE TO BLOCK LW TAPCONS (MR SHANK SIZE .14D MIN. HEAD SIZE MO MIN. EMBEDMENT IV) WITHIN 8. OF EACH END 1 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-1)6' NON-STRUCTURAL V., TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4) 8• C.pU WITHIN 8' OF EACH END 4 11' DRYWALL 18' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2XbA= SEA BLOCK UA-V&' CASING (MIN. SHANK SIZE .145 MIR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) —ATTACH TO 2X PER WITHIN 8' OF EACH END ! MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +2 4" �O_ W. TO BLACK +2 1/4" ALA PITS 2X4a SECURE TO BLOCK W/ V TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X W4' OTC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SE BLOCK WR-%-NON_STRUCTURAL %. STO TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 1 Y4') DRYWALL WITHIN 8' CF EACH END 1 10' O.C. MAX SPACNG. D I'X2' P.T. NAILER 2X&o 7I.X4'OR SECURE TO BLOCK W/2-r)(r' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOI6 MM M I�� ro FlNet1 JM� rD0 XOr OOC1m N') DOOR JAI® TO BLACK +3" EBLOCK +3" 2X4a SECURE TO BLOCK W/ TAPO" (MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END • NOTE, STRUCTURAL 2X W's' O.C. MAX SPACING. MUST BE ON OUTSIDE ! 2X6� SECURED THROUGH SECURE TO BLOCK W/J-2)(�' NON-STRUCTURAL' TAPCONB(MIK SHANK SIZE TAPCON MN. I-Y4 145 EMBEDMENT INTO BLOCK - MIN. HEAD SIZE JIM MIN EMBEDMENT 14') 8 CMU WITHIN 8' OF EACH END ! x• DRYWALL 18. OG. MAX SPACING. 2X8� a I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%- 2SECURE TO TAPCONS(MM. SHANK UCTURAL MEMBER 7=.'� 145 d WITHIN 8. OF EACH MR HEAD SIZE 300ND ATTAC44 ! 6' TO 8' O.C. MAX MR EMBEDMENTCASNG WITHIN 8' OF EACH ENDOOR JAMB OR WNDOW 18' O.C. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +Sr it 11IIJD0W TO BLACK +3' 2X4a SECURE TO BLOCK WY4 TAPCONBIMM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END ! MST BE ON OUTSIDE 1 18' OTC. MAX SPACING. SECURED THROUGH 2X6mm NON-STRUCTURAL I%e' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , GNU MIN. EMBEDMENT I Y4) K' DRYWALL WITHIN 8' OF EACH END 1 18' O:C, MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XBmo a SECURE TO BLOCK WA-1/4' Kr' OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIK HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ! ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Xors, wf r arm ro rases � reo Xm oc®K'� DOOR JAMB TO BLACK +9-7/IB" G 113NDOM BLACK +3_! 18" 2X4a SECURE TO BLOCK UW TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MR EMBEDMENT I Y4') WITHIN 8' END ! NOTE: STRUCTURAL 2X MAXEACH 18' O.C. X SPACING. MUST BE ON OUTSIDE ! 2X6rma SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V&* TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END 1 V DRYWALL 18' OjC. MAX SPACING. a VX4' OR VX2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS CASM (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ! TTAC 4 TO 2X PER 18' O.C. MAX SPACING MANFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" H 110JDOR TO BLACK +3 3 4' :K . 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7745078 FAX 407-774-4078 www.abdosigngroup.com L AA A: 0003326 4A X a EIXMDM Z E SILVERADO LOT #6 BLK #11 PROJECT# 04128.001-06111 IKODEra 4EJB "2807—ELLE" GARAGE 8NRNG: LEFT PAGE: DETAILS 50 MPH EXP. DF-pATM* 8/17/18 llcwr.E: 1/4"=1'-O" a1PtEET D3 PRODUCT APPROVAL LISTING EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 1732S.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 1326S.1 FL 4103.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/13/2018 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407.7744078 www.abdosigngroup.com AA k: 0003325 0 x sysDiv. • LOT: SILVERADO LOT #6 BLK #11 P DAWTO 04128.00 -06111 mops. 4EJB "2807-ELLE" GAnAGE 6VUNO: LEFT PAos: PRODUCT APPROVAL LISTING 50 MPH EXP. 50 8/17/18 sCALM 1/4"=1'-O" slow" D4 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFOR'= CONTROL JOINT PLANAR O: CONTROL JOINTS BE WIRED TIED TO LATH • S' O.C. MAX (VRRTJ. WTV, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF $TUD EXISTS I EYCND EXCEPT STAPLES W ii' LM MAY DE WED TO TEMP. SECURE CONTROL JOINT DURM3 INSTALLATION ------ rASmlelM TO BE 6PACEp—� • T• O.C. TI,AX VERTICALLY / 0. IM 31 COAT CEMENT \I wAUD LAYER 4. PORTIRIBER / BUILDN3 PAPER APPROVED METAL LATH PA6793-M •T' (VERTU Or -MAX AT SUPPORTS UM LAYER 9. STUCCO utw \ LATH 6NW.L Nor o+srTOn BE CONTMelOu9 ✓ ro v v ro s• T► oo" CONTROL M JONT6 BUT SHALL BE sToPPED AND Ma TIED AT EACJM SIDE. PER ASTM 0863 PROVIDE 2X4 BLOCKM 1.1014 PLACED FLAT MAX 6' TO 8' \ i FROM CONTROL JOINT WIEN CONTROL JOINT PALLS ON aT1E)OTURAL eTUD A6TINERS F'OR LATH TO BE NAILS O\R i 6TAPLEa N COPPLIA 4CE W ASTM CIOS3 r 2. WIRE TIES TO BE (NO. W OA415- WIRE 3. BLOCKING SHOUN MAY BE N ADDITIp} \ TO WALL 6TD6 REQUIRED PER PLAN / V a OL PDLD NYYp a PL A ®mp O L Pr. r. A NYMO A 2. CNwTAE • Pr.0 1 CAAA• • PT. O IF ZIP SHEATHING SYSTEM IS INSTALLED,PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A f. SST. J •WILE mmp mJ DI•P so•I. O.weaAP v WITI ND yr sm" s"r4 I. mwmu P I Y PATH A' Or- MAX OLRXD NIWW. PT.A :.eRur.n.s POW .Ir !A- 0 ( Q, j 4 POLO Nw11O . Pf. A LCPWAM aFr. 6 3. CPEAM • M. C s. FOLD Pr. C OVER Pr. 0 TILL Pr. a Tollow 6artoM1LA"m sR 1T Y'9 NOTTOM PLANOE YYTw[,I•Nr VIAL POLD.OQ tmmcwl COAT 5 6T'E4 T PIAM4 N' 2 OOAT ;'m PANMER (PRAM OILY) LAYRR'L CO wRAP(WAME O LT) bioL APPROVED BUILDING W41P SHALL BE LAPPED A MNM W OP 6' • VERTICAL LAM (ROLL ENDS) 3 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO 0E TAPED UTN FORTNER SHEATHING TAPE // 1'MN LAr • M.TAI. LATH \\ LATH VERTICAL LAP TO BE P n—rn IT METAL LATH WIS LAYER'L 671,1000 wAl4P ' MN r LAr • � I ISIALDMG I APERPDRI'IFIBER� I I 2 eCALE.IIQ'R ILAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL & PAPER LATH DETAIL — Iliom eTIDe HE 6ATHN3 - tlam,. SIDE LAPS OF METAL OR TAG,' ZIP $EATNINS 6"T81 PLASTER BASES, $MALL (INSTALLED PM MANE. SPECS) BE SECURED TO awLDIN3— PRAMIN3 MEMBERS, PAPER TNEY $WALL BE TIED WITH 604E-114. M14-M) STUCCO WIRE AT INTERVALS NOT MORE THAN V (220-M MA AS PER ASTM CI063 T1.L il' THICK 3 COAT CEMENT PLASTER METAL LATH WPM LAYER 9. FORTFIBER 81,1I1-DN6 PAPER UPS LATER'L 6T)CCO WIUAP PAM!M QK I C KO UT NOR REPAIR OP YEARS HORIZONTAL LATH DETAIL IN WPM LA'N"WTC4R° MAY BE PATOMP & PAPER DETAIL WfAOM ~ TAPE PER r~. SPEC. on PEEL W STICK AmE, slur, iOL III on DWI pom WALL PLAS W j :.cvrR..•f6m(•s fir, \ � A4) � EXY. ICwXIOTOIRQO0Gid11 EA IAOOP p 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS-) OR •UIOOD SHEATHING OR CMU •WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS uArea"on WAL(moo oR INSTALLATION PROCEDURES •OLDER DO wDr art) O"L" FLASHING N.T.S. 1(. APPROVED HOUSE ~. PLASHN6 TO ONTO PIPE CUT AND OVERLAP ONE mm OF GELF.ADNlRN3 MEMBRANE PLA6HN3 STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — pwaulRRD TO 6CCUIE PIPW ONE TO PRAMN3 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES \PIPE PENETF e N.T.S. i 6'a6' SELF-ADHERM6 MW10RAM PLASHMS (COMPATIBLE UV HOUSE URAP TUTORIAL) OVER 4 K4' GELP-ADIERM MEMORANS R.ASNMG OVER APPROVED HOUSEN&-= EXTEND abno PIPE CUT AND OVERLAP ONE 610E OF STEP 2 FL°�Aei+ADIN3`ERaN3 M® IBReANR WIwB LAYER 4. srxw wRAP UM LATIUM 7. POWIPIOER 81SLCM3 PAPS! METAL LATH HoueE uRAr. 4'w4'6ELP-ADHERING MEMBRANE PLAOWM OVER APPROVED HOUSE ut - PI.ASH m TO MEP$ ONTO PIPE CANT. BEAD OF SEALANT TALL APPROVED HOUSEURM AIR LTRATION BARRIER OVER ELA6TCMEPbC COATING OVER 6TX= C.V. FINISH (6EO TYP WALL 6ECTION) PER SECTION R=7 —P. m .h.l r ups of poNand pfio.W phpbr OMEN aa:npy v& wM appliaatl12 :stPYnn•Ma of ASTM C tYJ&t2A. IMaXawon o sxb:i r Mfhirq and fmrri g tlmll NWtlI ASTM C 108312A. DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHINCs SYSTEM (INSTALLED PER MANUR SPECS.) SELF-ADHESIVE FLASHING — — — — — — NOTE; METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdosigngroup.com AA •: 0003326 y� �a stmDm at LOT, SILVERADO LOT #6 BLK #11 E PROJCT# 04128.001-06111 MODELA 4EJB "2807—ELLE" GARAGE STUNG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHMCa OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEryu:NCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -AMPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PER'ETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDESA' CAULKING a JOINT ALL AROUND PER SECTION R703.7 EAarlor kMh10 and plastering Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER ", STUCCO WRAP 1 t PM HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) !INSTALLED FER MAN/. GFECAJ OR WOOD SHEATHING WRB LAYER 1, STUCCO WRAP UNB LAYER 12, FORTFIBER BUILDING PAPER WOOD — CONSTUCTION -METAL LATH V CMu VINYL CADMCa DEAD 6' RAIDED BMm V TO K' MID -WALL ADHESIVE FLASHING., CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WEB LAYER 01, STUCCO WRAP) WR5 LAYER 62 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET N CONT. SEALANT) SEALANT 0 TOP 4 SIDES (@ DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' NOTE: F ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T$. ELEC. METEI VERIFY LO Nr�GM IV iCGVG1YG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER ", STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER V TO Ye' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 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 """ " "" "" 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER ", STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEA1 OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRUCTION e' cm STALLED PER MAMP. SPECS.) OR ,-WOOD SHEATHING ,-WRB LAYER -1, STUCCO WRAP /-ULAYER 7, FORTFIBER 1441 N. RONALD REAGAN Bt BUILDING PAPER LONGWOOD, FL32780 -PETAL LATH FH:407-774-6078 �_lw 1EXTURED FAX 407-7744078 PHO44 a WOOD www.abdosigngroup.com FADTEN TO WOOD SflWCTURAL AA M 0003325 MEMBER a 1. OC. MAX V TO V MID -WALL }u ar_ran 3 � 'I-6' WIDE STRIP SELF ADW-61YE FLA64MG, CLEAN MASONRY DEFORE APPLYING ; FINISH a MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK( NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES S' WRS LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER SOX AND OVER APPROVED WRBLAYER 01 STEP #1 STEP 1*2 LAYER 01,ti :IN STU STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 RIW j:MEMBRANE FLASHING WRS LAYER n, FORTIFISER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ,L METAL LATH STEP #5 STEF #(o OELECTRICAL RECEPTACLE a �o i >lUINDM as LOT SILVERADO LOT #6 BLK #11 PROJ=CT 04 28.001 06111 MODEEa 4EJB "2807—ELLE" 3ARAGE 2111ING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 50 DAA E.. 8/17/18 NICALE7: 1/4"=1'-0" SHErRIT WA2 WOOD SHEATHING WRB LAYER N, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRICTION BUILDING PAPER W HAT CHANNEL 3 COAT CEMENT WIV TYPE 'X' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED `\ WOOD SHEATHING 4' P081TIVE DRAIN WFeP ar_s,eon WRB LAYER 9, —� STUCCO WRAP THICK3 COAT CEMENT ' \ PLASTER , ` DHEREING , / - •` PL FLASHINGS14NG WRAPPED , ~� i a TOP OF WEEP SCREED TO �� ,•; SHEATHING BELCW WRB LAYER R, STUCCO WRAP WIM LAYER 4, FORTING ---------------- BUILDING PAPER - i , \.��*. 6' SELF-ADNEREMG WRB LAYER 01, / FLASHING WRAPPED STUCCO WRAP ` �a • COWER OF CANTILEVER AMICO AM66.WFWG.TEO =TOM CASING BEAD 4' 1 „rear POSITIVE DRAM 6 seen — NO GAP IN FIELD —/ (SHOWN FOR CLARPICATION OF NOTE: SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS CASING BEAD INSTALLED, PLEASE SEE l0A DTL.® CANT. MANUFACTURERS, INSTALLATION PROCEDURES SCALE, I I/2'•I'-®' NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-541-09, MIN. 2.5 L55, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ING SY IS WOOD CONSTRUCTION EASE WEATHER RESISTIVE RES BARRIER M 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER -1 VINYL CASING 18EAD IG 3COAT CEMENT rPLASTER S/S' TYPE 'X' DRYWALL METAL LATH WRE� RED t PAINTED FINISH W40 .4%A THICK 3 COAT CEMENT (2r2x13 m=e PLASTER VINYL CORNER DEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD t6WOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION IF ZIP SHEATHING 8 S EM IS WOOD CONSTRLCITON INSTALLED, PLEASE E MANUFACTU IIIERSWEATHER RESISTIVE INSTALLASTALLATI ORES BARRIER 'I WEATHER RESISTIVE CARRIER 02 VINYL CASING BEAD i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED FINISH &m. flraA&m SYST®'1 THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN WrEr arrcEn VNYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MT EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER 'I WEATHER RESISTIVE - BARRIER 4 I' THICK, 3 COAT CEhENt PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL I' THICK 3 COAT C (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @pAAHITILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS-) SELF-ADHESIVE FLASHING - - - - - COLUMN SHEATHING WEATHER RESISTIVE BARRIER 01FINISH 3' X 3' 26 GA GALV. WEATHER RESISTIVE LAYER (2 LAYER METAL DRIP EDGE BARRIER 02 PEEL t STICK) SET IN FULL BED OF 6' PEEL t SEALANT,JS' MIN. 6' OAF, \ STICK • DRIP SPACE FROM DRIP �Q PEEL t 6TI`CK EDGE TO FACE TO TREX 10AD 'L' PLASHING DECK FULLY EMBEDDED IN ROOF CEMENT I )I* X 3' 26 GA GALV. V GAP FOR BACKER METAL DRIP EDGE I NXI IYi P.T. OR SIMULATED ROD t SEALANT Yi GAP FOR BACKER SET IN FULL BED OF WOOD (TR60 FILLER CASING BEAD ROD t SEALANT SEALANT, )J' MM. SPACE FROM DRIP CONTINUOUS VINYL FACE TO TREX WEATHER RESISTIVE WATER PROOFING lot WEATHER RESISTIVE VINYL CASING BEAD BARRIER 9 LAYER (2 LAYER PEEL t • BARRIER 1WEATHER \. RESISTIVE STICK) WRAPPED FROM WEATHER RESISTIVE WATER PROOFING lot BARRIER 02 BALCONY DECK TO BARRIER 4 LAYER PEELego EXTERIOR'., CANTILEVER anerts STICK)YER COLUMN SHEATHING 6' PEEL t STICK a DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP PEEL t STI 6' SAF. SUB FLOOR EDGE 1)6'x3• -L' PLASHING ®® 3' X 3' 26 GA GALV. 8UD FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ® �qp p \ CEMENT SET IN FULL DED OF UP X 3' 26 GA GALV. i NXI 14 P.T. OR SIMULATE 8E'LANT• K' MIN. METAL DRIP EDGE WOOD (TREX) FILLER I SPACE FROM DRIP FACE TO TREX I J1'XI N, P.T. OR SMULATED BET IN FULL BED OF OU CONTINUS WOOD (TREX) PILLER SEALANT, 1f' MW�L ' GAP FOR OACOIEF�� PROD VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP t SEALANT WATER PROOFING lot & &AP FOR SE'a"� FACE TO TREX FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t OPT" BACKER ROD' PEEL t STICK) STICK) WRAPPED FROM MODIFIED w WATER F'ROOPMCs Ist 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL t HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM i' THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VINYL CASING BEAD CANTILEVER METAL LATH i' THICK 3 COAT CEMENT S/S' TYPE 'A, DRYWALL WOOD SHEATHNG PLASTER W/TEXTURED t PAINTED ` WEATHER RESISTIVE BARRIER I[ 6/S' TYPE 'X' DRYWALL METAL LATH FINISH WEATHER RESISTIVE W/TEXTURED t PANTED WOOD SWEAT14M J' THICK 3 COAT CEMENT BARRIER 42 FINISH 4' POSITIVE BRAN PLASTER S' POSITIVE DRAM J• THICK 3 COAT CEMENT urEr wr_reen YMYL CORNER BEAD WrEP Srsecn - - PLASTER P IN FIELD VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 I/ + CORNER BEAD FASTENED TO SHEATHING 6 1' O.G. MAX. C N 1 WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRS LAYER 02, FORTIFIBER BUILDING PAPER 14A CORNER BEAD (& FRAME 2 1/2' CORNER BEAD (FASTENER 4 SPACING ® 1' O.C.) CMU %* THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,� R1CORNER BEAD � BLOCK 1TL WOOD SHEATHING NOTE, IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE WRB LAYER "I, " + MANUFACTURERS STUCCO WRAP ! INSTALLATION PROCEDURES WOOD SHEATHING WRS LAYER 02, FORTIFIBER ` BUILDING PAPER J ` WRB LAYER 01, METAL LATH STUCCO WRAP 1 2' THICK, 3 COAT CEMENT '! WRB LAYER 02, FORTIFIBER PLASTER I BUILDING PAPER &'SELF -ADHERING "' ' METAL LATH FLASHING '4 !I d' THICK, 3 COAT CEMENT ' (EXPLODED EW FOR PLASTER ' CLARITY) DRIP CAP WINDOW FLANGE WRB'LAYER h, STUCC710 WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 1`JB CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003326 III aUBDM Nb LOT SILVERADO LOT #6 EILK #11 PIlOJSCTp 04128.001-06111 MODRIj 4EJB "2807- ELLE" GAIRAGM aTIII•IG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. Dj 181 Mpm -I DA 8/17/18 OCP.X&: 1/4"=1'-0" altmm WA3 NOTE: IF ZIP SHEATHING SYSTEM IS WOOD SHEATHING INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR5 LAYER 9, STUCCO WRAP WOOD SHEATHING WRB LAYER 4, FORTIFIBER BUILDING PAPER y ! WR5 LAYER 04, STUCCO WRAP METAL LATH j' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER PLASTER ' 1 BUILDING PAPER &'SELF -ADHERING , METAL LATH FLASHING ' d' THICK, 3 COAT CEMENT VINYL ANGLED CASING BEAD : EXPLODED LE^WRFOR PLASTER �e DRIP CAP WINDOW FLANGE WR5 LAYER 9, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD (P WINDOW (15CF (FRAME, W/BAND) NOTE: WOOD SHEATHING IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LATH 1 WR5 LAYER 01, STUCCO WRAP Yl GAP TYP CA81NG BEAD IX TRIM MEMBER TO TRIM a STUCCO TO SIDING TRANSITION SIDING WOOD 5HEATHING STUCCO -TICK, 3 COAT CEMENT OTER AL LATH WRD LAYER 42, FORTIFISER BUILDING PAPER WOOD SHEATHING WPM LAYER 9, STUCCO WRAP CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD aw"THM6 11"TBARau ME"Irlvl� BAR IER �aeTIVE �\ Xx 1 • LAP Mom W MLP-ADf- R F'LAWMb eraRTER enaP I G ALVID METAL i 'r ILAWM6 016104 �eISTIVE RESIeTIVE a 041501 111111.011L.9ealm ulDoo TItIr'1 nErmeR� / u ereTIw MEMBER GAP I&WMALKW. OR APPROVED WALANT CAGM SIDING TO STUCCO ® BLOCK TO FRAME ,�„� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 02, FORTIRBER ; BUILDING PAPER WR5 LAYER "I, °ITT THICK, 3 COAT CEMENT STUCCO WRAP wood eHEArHRn PLASTER �BAAItltlER� MeT1V!— E)THIER MUleISTIVE — VINYL ANGLED CASING BEAD VINYL CASING BEAD WR5 LAYER 02, FORTIFI5ER X-,AAL e1Dm 5UILDING PAPER e� RING— ASHM METAL LATH STARTEReTItlP— (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17 A BAND ( FRAME) SCALE: 1 I/2' = I'-0' S GALYo METAL 'r FLAeHM6 I • x f• eRfJLA lR (ww PLoomm Mc D.ACIMM ADD) e'RDELhADIlRIN6 ASWM • TM aC'l1T PLASTER UEATHER REMSTWE--1 SAMMIRM 4 WEATHER 00*TIVE--/ mMauER O 1 I DEATH SAMW e• Mva ` or 7' / �I 4 r'- rd' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( WR5 LAYER , FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING 6✓ lWl%' FLEXIBLE PVC BACKER ROD) WRB LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING "E"15ER DETAIL BELOW EXPLODED FOR CLARITY �\ WEATFER RESISTIVE `' MMIK A VE TLOP OF '2 FLASNMG WTI RR RESISTWi 'UEAATIlRR 1�leleTlVE (W9i' FLExeLE PVO BACKER ROD) SIDING TO STUCCO `uEATFERREeISTIVC MARIN ® FRAME TO FRAME ER -2 19 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE \::: i : E-Z BEAD VINYL CASING 1 : 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP BUILDING WRAP 9 A E BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER e2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/I6' ZIP SHEATHMG SYSTEM (INSTALLED PER MANJf. SPECSJ SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744079 www.abdosigngroup.com AA e: 0003325 I; �a x 0 2 SVHDiv ae LOT: SILVERADO LOT #6 BLK #11 PROJECT* 04128.001-06111 MODRIA 4EJB "2807—ELLE" GARAGE STnNG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DA 8/17/18 SCALE: 1/4"=V-0" SHEET WA4 Cut HOWBIRA AT AS' ANGLE MODrIED 11, a N House P APPROVED HOLISM~ OVER GEATNNG OVER IW STUD FALL STEP I NAILNG FLANGE JAMBS r SaLot FLASFIPIG MN / BELOW NLL \J/\ PLEXIBLE FLASHNG DO NOT REAL BOTTOM FIN STEP 6 TiPfPORARLY /OLD-U" 4 SEC HOLOE~ TO TICK RAP UPC at HCAD FOLD HOLM= N AT JAMBSI $LOPE SILL N INSTALL S' SELF-ADHI RNS K ASHNG OvlR VNYL HEAD DAMS) RAWNANG T22NGTH END IL IT.NJGE EXTNND *S, SELP-ADN L N6 IL * MHNG 1' MN BEYOND JAPE! (` uWALL NRIP CAP VYL D ALIGN FLMHNG W/ W. now OF SILL MO. T'CGYWCALLY FASTEN FAHP= EDGES.(CAP NAILS, STAPLES) INSTALL OW-W KADMIRAIP AS AGWM AT THEE DIAGONAL CUT 4 AC MS HEAD OF WNPM IPPLY %. XCK— bNTil 1,10A BRAD )P SEALANT AT iAMM AND HEAD U°PLY TO BACK C ROQY HAULM LADE N LPG W) 4E-M&CMD IOLEa OR SLOTS. INSTALL S'WIDE ADHENVE BAC12D FLEXIBLE ILA614N MATERIAL OV6l DRIP CAP JONT (PROTEGTO-~ BT-20d a 110JIV) STEP 7 "4*_0 STEP 8 `11� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS mwtw� NOTE: IF ZIF 5HEATHING 5'r5TEM IS INSTALLED, E'LEA5E 5EE MANUFACTURERS INSTALLATION PROCEDURES mm L IT IS THE CONTACTORD MOPONNBII.TY TO VERPY THE COMPATIBILITY Gf ALL PRODUCTS NCWDNG HaMEYRAP, SEALANTS 4 MLP-ADWERNG KAWNG MATERIALS WED CUSNG COPMT10=10N. . POTALL ALL MATERIALS PER P~ACTLWAM sAlTTEN SPECPICATI" SEAUWfS MAY REACT ADVERSELY r NOT COMPATIBLE. LEAN AND SEAL JAMS TO BILL JOINTS WITH DOW Iles POLLOWING COMPLETION OP EXTERIOR RETROFIT UXXK REPAIR SCHEME SNOIW SHALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WNDOW OPE14m AL INTERIOR PERIMETER OW UH OP WNDTH SEALANT i441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA W7: 0003325 �e E SVHDM & LOT SILVERADO LOT #6 BLK #11 PitOJECT* 4128.001-06111 MODRIA 4EJB "2807—ELLE" GARAGE awned: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. DA 8/17/18 SCALE: 1/4"=1'-0" ItINT SHZZT WA5 1/6' TEXTURED FINISH • WOOD, V2' TEXTURED ----- - -- -- - ' - - - / ---, 2x6 SUB-BANV FINISH .CMU x x x ..:.....,. - - 11� I W/I'x4' NOTCH ® METAL LATH END, WRAPPED IN x x x x x / PEEL 4 STICK METAL FASCIA WRAP DD SHEATHING x x x x x x DRIP EDGE�\ S7UGCOYWRAP (FRAME ONLY) x x x x x x x x x x x x x x r I I I\ WRO LAYER 4, FORTIFIOER x x x x x x x x x x x x x OUILDING PAPER ' -- - l/8' TEXTURED I \ x x x x x x x x x x x x x - (FRAME oNLY) FINISH ®WOOD I \\ 2X6 SUE, BAND x x x x x x x x x x x 1/2 TEXTURED \ " ROOFING cErIENr x x x x x x x x x x FINISH 0 CMU / \\ DRIP EDGE x x x x x x x x x x \\ \> x x x x x x x x METAL FASCIA \ METAL KICK OUT \ i ©FLAN B xxXxx Y6 WRAP ' FROM STUCCO, I' FROM \ �- - - -- ------------ - WOOD WALL \ / EXTERIOR WALL \ ' 1v (FRAME OR CMU) \\ I NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED .\ \\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) ®ELEVATION 1'1/5' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH A CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF NOTE: WOOD WALL, SUB BAND 2' IF ZIP SHEATHING SYSTEM IS INSTALLED, OFF WOOD WALL PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SUB BAND DETAIL ® WALL 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 W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdoeigngmup.00m AA N: 0003326 sunDiV. !e LOT: SILVERADO LOT #6 EILK #11 PROJZCTTp 04128.001-06111 HODYSia 4EJB "2807- ELLE" GARAGM 91RNG: LEFT PAGIS: WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. Dnnrr A 8/17/18 9CALS: 1/4"=1'-0" 8l=ZST 11 A6 TE-1- II 4" CONC. SLAB Bo�I $ s IF io w 1 1.1 .1 ---- FM-16x18----- 4 --- - EXTEND 1 SLAB 1 1/2" 14'-0" 164" 10'-10" 6'.2" 3'4 i I e 1A m I J LU Im TOPOF � Ui1 O SLAB I w :T I 9 I LL 4 1.1 040 Fa-r „ry. CW-12X12 W-LX12 --=- I-==== _ F1.30X30 i -� L iq ll 1"PVC CHASE li FOR ELEC. � 10 al 0 UP TO 2ND FLOOR n ISLAND m 1., ^P M m (FIELD VERIFY O fl tD I 4 N EXACT LOCATION) ;� q II I io m 15'-7" 14'-g" I n I 4" PVC 11 I 1. CHASE 8' I IN CWC-12X12 a I r EXTEND Q I 3,$„ 01 - - - SLAB 1 1/2" -0" 4" I� SLAB T�0:1 F �#3 �c X 8'-0" W/ 10" HOOK TOP STEEL 0 24" O.C. 11 I EXTEND 1 LL SLAB 1 1/2" 1.1 1.1 FM-16x1B - Fi-24X24 Ft-24X24 70 M a 4" CONC. m a 1.1 N SLAB a 2 0 I 2,-2" 3,-4 4,-2" 9,4„ io a 1.1 -12X18 I g FMC-12X18 FMC-12XIS I 2 4 1.1 11-12x18 L1 FOUNDATION PLAN SCALE: 1/4" - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #5 BAR, OINDICATES 06 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 -361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE WS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS . VVIAXWIA OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMASX18 16' CONTINUOUS 16" - (2)#ft FMCA6X18 16" CONTINUOUS 16" - (2)#ma's #5 IN CURB VARIES FM-12x18 12, CONTINUOUS 1&, - (2)#5'0 FMCA2X18 12' CONTINUOUS 1&, - (2)069 #5 IN CURB VARIES CW42X12 12' SEE PLAN 12' - a - CWC-12X12 12" SEE PLAN 12, - s #5 IN CURB VARIES FJ0X30 30" 30" 12' (3 's () 's Ft-30X30 30" 30" 12' s -� F1-24x24 24" 36' 12' s s - .5 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdealgngroup.com 1 AA #: 0003325 mL7HI)m Ag Lotil SILVERADO LOT #6 BLK #11 PROJECT 04128.00- 06111 MODMIA 4EJB "2807- ELLE" GARAGE 8WINO: LEFT PAGE: FOUNDATION PLAN 50 MPH EXP. PJ m 8/17/18/4"=V-0"1 30" MIN. EACH WAY MONOLITHIC FOOTING 9TEE L REINFORCING IN GROUTED ^ STEEL REINFORCING IN GROUTED rr T CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS t v v 1 SPACING REQUIREMENTS 4 Q� m U - v— .�e 'w°_ GARAGE DOOR W m J W ¢ r� 1.� FM g5 RECESS 22 N 8" CMU WALL a: O to 8" CMU WALL .> I I e . / CORNER BARS, SAME SIZE AS BAR W W g' `� ai '- 0'-0" FOUNDATION WITH 3d'LEG EACH d W (_� N +_ d-0'• • TOP OF SLAB TOP OF S W °�I WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAt THE STEEL REINF. IS CONTINUOUS (q � � � � � ZgAND I � -VARIES I'ry MATCH AMOUNT OF CONTINUOUS BARS �- g CURB FOR MASONRY SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA SEE SLAB SCHEDULE TOP OF GARAGE v CONTINUOUS STEEL MONOLITHIC UNITS SET 7%p. EXT. PORCH SLAB CHAMFER (15TORY) W/ 1/2'ISOLATION CHAMFER (2STORY) t8'/ 7/lOLATION 4" CHAMFER (1STORY) • 6" CHAMFER (2-STORY) FOOTING REINFORCEMENT SEE SCHEDULE s'JOINT AT ES 0•{p (WHERE 84 24^•APPLICABLE) i SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Z : 4 EE SCHEDULEWXD, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO 97 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4"=T-0" L @ GARAGE SCALE: 3/4"=1'.9' CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3l4"=1'-0" SCALE: 314"=,'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER ER 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 WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE S N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 11Zkd' WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. O 0. SECURED Wl 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO g EPDXY. MIN. EMBED PLATE EPDXY 5-1(P' EMBED. MIN. a 16' OC SLAB W/10tl MASONRY -I Q 8',. UNO - USP SPTH4 OR SPTH6 BTM MAX. NAIL 16' O/C STAGGERED. .� Q O FOLLOW ALL MANF. = AND TOP PLATE ANCHORS W/ K SPECIFICATIONS FOR V) ( x 1 ,YY' COMMON NAILS 312" DIAMETER CONC. FILLED STEEL PIPE a. 6x6 METAL PLATE _ USE AND H. PREPARATION OF O HOLE. Z ccSEE FILL FILL ALL HOLES, DO NOT USE 10d x 3" W SLAB SCHEDULE < W K SEE SLAB SCHEDULE Q ANCHOR BOLTS QQ' TOP OF SLAB TOP OF SLAB 4" CHAMFER (1STORY)�-a i- • 6' CHAMFER(2STORY) •: ale EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE FOR WAD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL �� INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION SCALE:34"=1'1Y' BOLLARD SCA34"=1'-d' LE: (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C STM. 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 PUNS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL IL PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. IL q W U IL 1n Q 8" CMU WALL Z .. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE . TOP OF SLAB (' 2X WALL FRAMING +- 0'-0" [/��+---.-�� •- BEE SLAB SCHEDULE 1/2" DIA USP 725OSD BOLTS 6' TOP OF SLAB - -a• ?s MINIMUM EMBEDMENT INTO •• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND . CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX °•'e -P-. POURED MONOLITHICALLY WITH • -- - - FOUNDATION AND SLAB SEE SCHEDULE ,4 °�' SEE SCHEDULE FOR WXD, BAR SIZE �� FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL x COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (NO UPLIFT) ?O�FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 314"=l'-0" Il N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4076 www.aLMesIBRS�+P•com AA N: 0003325 4n w 7 rLOT DDIV. aLOSILVERADO #6 BLK #11 OJEOTI% 0412 .001-06111 MODELo 4EJB "2807—ELLE" GARAGE aVIRNG: LEFT PAGE: DETAILS 50 MPH EXP. BJ rpluNT DATE: 8/17/18 SCALE: 1/4"=1'-O" SKEET S1.1A STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/ 1" NOSE d ^ ? CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o y 8" CMU WALL g PAVERS + 0 w #4 REBAR (TYP.) a O t m y W a 8" CMU WALL TOP OF SLABS - s TOP —OF —SNUB �� SEE SLAB SCHEDULE - C Z lrZ' RADIUS OR CHAMFER o N SEE SLAB SCHEDULE ° . TOP OF SLAB n SEE SCHEDULE I` — -a• FOR WxD, BAR SIZE AND BAR QUANTITY w j z$ w g ° • ° • e w 00 O EQ. EQ. SEE SCHEDULE EE SCHEDULE FOR WAD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 3 4 AT ALL PAVER AREAS SCALE: 1/2"=1'-0" SCALE: 1/2"=l'-9' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP Na 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DEL. TOP PLATE IIZW" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6•t/2" EMBED. MIN. 0 16' USP SPTH4 OR SPTH6 BTM411r Or. MAX. AND TOP PLATE ANCHORS W/ 1 pd x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE 0'-a, TOP OF SLAB°^ SEE SCHEDULE FOR WxD, BAR SIZE ANDBAR QUANTITY INTERIOR FOUNDATION WOOD WALL SCALE: 3/4"=11-9' (W/ UPLIFT) 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.00m L AA M: 0003325 BIIIIII anm�. .0 x BU13DM & LOT SILVERADO LOT #6 BLK #11 PROJECT 04128.001 06111 MODEL: 4EJB "2807- ELLS" GARAGE ElTrWG: LEFT PACE: DETAILS 50 MPH EXP. Ij DAM 8/17/18 SCALE; 1/4"=1'-O" SFIEET s1.1B 18'-0" FIRST FLOOR DOWEL PLAN SCALE: 1!4" - 1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407-7746078 FAK 407-774-4078 www.abdosigngroup.com L AA M: 0003325 ;-40D avaDiv. & LOOT: SILVERADO LOT #6 BLK #11 PROJECT 04128.00- 06111 HODELr 4EJB "2807- ELLE" GARAGE EWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. Bj DAATE 8/17/18 aCAIX: 1/4"=1'—O" aBEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. Z _ °. ° ' 4 .. °. TO HORIZONTAL REBAR W/ 10" HOOK . C GROUTED BOND BEAM Z - VARIES PER ELEV. ' 0. S �° S Ix #5 BARS a HOOK co ° �- __ . �� "�'a O CLEAN OUT REQUIRED fb m FOR INSPECTION �� a- 71- 1 Z s cn 0'-0" FIN. PLR. ¢K¢ a0 TIE RTICALREBAR .°. a o . To HORIZONTAL I REBAR W/ 10" HOOK i I bj 4_ BAR SIZE 48 BAR DIA. Zw O#5 #3 18" 11' ©bp ARE NOMINAL S DIMIT ENSIONS 48 BAR DIA OFFSET METHOD CONTINUOUS #s 3S' 47 METHOD 3a, MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTAL/VERTICAL D113 3 BCALE.34"=,� %,� REINFORCING �� REINFORCING 4Z SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abdoelgngroupcom L AA #: 0003326 !;4 STl9DIV. Ae LOTil SILVERADO LOT #6 BLK #11 PROJECT# 04128.001-06111 MODEL& 4EJB "2807—ELLE" GARAGE 811/ING: LEFT PAGE: DETAILS 50 MPH EXP. DRmT A 8/17/10 8CA=: 1/4"=1'-0" 8FIEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RTIGA OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESC�RIIP"Il. REMARK O(2)2c6 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 (rc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MIDj�N E SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Sx16 (1)#5 (11 #5 N/A GROUTED SOLID FBO1 (3)13/4"X16" VERSA -LAM 51/4N16" SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS AMSS-6. T SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °YO 3'4' (42') PRECAST 2231 4'4' (46') PRECAST 19" 4'4' (84') PRECAST 1899 6 4' (647 PRECAST 1217 V-19' (M PRECAST 1002 F4' (71") PRECAST on T4' M PRECAST 743 94' (112') PRECAST 554 1198 (12n PRECAST 475 IIW (13n PRECAST 362 174' (144') PRECAST 337 13W (1Sn PRECAST 296 14'-0' (IN-) PRECAST 279 W-V (176') PRE37RESM N.R. 184' (1841 PRESTRESSED N.R. 1r-4' Mein PRESTRESSED N.R. IV 4' Mn PRESTRESSED N.R. 214' Wn PRESTRESSED N.R 274' (284) PRESTRESSED N.R 2#4' f26e9 PFE07RUM N.R 0�00��0 O�mOmOm om0000m Om00�00 mom�r.!oom mm00000 ��m000m mml00000 0movooc mm000mo om00000 oomomm�a ommoo�l oom0omo oommomo oom0moo oommmoo ®000moo �SS:7m0�®0 ���0mm0 �000000 �0�0000 ®gym 00000�� moon®mm 00000�© 19 MU 440 j 464 ex 1 101¢ 17Z4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM WIFE LOAD TABLEV BY CASTCRETE MAY 2015 EDRION ALL PRECAST PRODUCTS ARE TO BE B18TALLEB PER MANUFACTURES SPECFMTTONF 8" PRECAST PR S RESSFE LATERAL LOAED U-LNTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS bW&6MiA I SAFE GOAD I I Amon- iMA SAFE LOAD - POUNDS PER LINEAR FOOT T4' (42') PRECAST ION ION 1SIS SW (42') PRECAST 4'4' (48) PRECAST 7B8 769 1309 4'4' m PRECAST 4'4' PC) PRECAST 692 691 1079 4'4' W.) PRECAST V 4' (647 PRECAST 411 411 745 " (841 PRWAFT VAV (M PRECAST 340 330 616 8-10' (70') PRECAST F4' ('/S') PRECAST S07 721 490 V-S' (78') PRECAST r4' M PRECAST 424 534 383 r4' (>b'7 PRECAST 9'4' (112r) PRECAST 325 $12 290 94' (114) PRECAST 10'4' (126") PRECAST 254 401 100 104' (128') PRECAST 114' (13n PRECAST 290 462 154 1114' (1381 PRECAST 174' (1"') PRECAST 244 402 137 174' (144') PRECAST 174' (1S0") PRECAST 217 324 110 IV-V (180') PRECAST 14'4' (1Sn PRECAST 20S 299 10D 14'4' (10n PRECAST 14'4' (178) PRE87AESW N.R. 264 91 14'4' (178) PREHIRE88ED 1544 (1841 PRESTRESM NA 289 83 IFW (1841 PRE87 D 1r4' (208') PRESTRSIBED N.R. 194 84 1r4' On PRfi87RESBED iVW Wr PRESTRESSED N.R. 146 62 17"4' (2m pREFIRE88ED 21'4' Mn PRESTREW N.R 126 42 21'4- Will PRESTRESSED 274' (284') PRESTRESSED N.R 116 40 22LW (Ml PREFME88ED W-V On PREFIREM NAR 91 33 W-V fi669 PgESTRIMM (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MI MUM 4* OF SEMRING PAST EACH FIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE�CRETE DIVISION ACCEPTANCE # 1"126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1"I N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 Pi x 0 atMDlV. Ae LOT SILVERADO LOT #6 BLK #11 PROJECT# 04128.001-06111 1[ODI)IIL 4EJB "2807- ELLS" GARAGE BVfMG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 50 MPH EXP. D TE 8/17/18 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1a' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=l'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'k6' 1. PLACE UNTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL i PLACE STEEL 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) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8k1&' €p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL 1 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL a„ , / pvAg�p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP, OND TOP / � BEAM W/ (B #5 BAR BOND BEAM q- \0��, g EACH COURSE G Sx8 BOND BEAM T P OF W/(1)05 BAR .y BOND BEAM F =FILLED W/ GROUT q\AN U =UNFILLED GROUT SOUR FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#CS, IN E BOND BEAM BEAM COURSE � SEE NOTE 5 A\��GO 16-1 T/1 M/ B 8x8 PRE -CAST CONCRETE NOMINAL —� LINTELW/(1)#5BAR(12) MASONRY LENGTH OF BAR =WIDTH OF 0P� HEIGHT #OF#s'S,TOP OPENING-2 BEAM DESIGNATION BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM BxB PRE CAST CONCRETE THAT XFXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P OF OPENING PRECAST HEADER(MIN) ZA (MIN 2 X 3)13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION . 145 MIN HEAD WINDOW SIZE.3001 MEN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 05 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 2-W16 TAPCON .� tom„ PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW E SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114') 8' o SLOPE FROM EACH END AND 16' 1-1/4" EMBE EMBEDMENT 4 2x8 (MIN 2X 3)23/18 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS OALLOW BENT 2X4 SOLID BLOCKING E3 FROM TBE PLA ED IN BAR O 11/4'8 EACH END AND SECURE TO SHEATHING W/ /7/lU'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK, EA. END VCMU.LL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP BDALE:,,2=,'� 5 SCALE: 3/4"=14" 3 _ v PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER BAR, 3OX30 TURNED UP 9 rA CEO I I OR TURNED DOWN INTO STEEL REINF. OF I) / FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), 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 SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 W WwAbdB81g11groupCOm AA #: 0003325 aysaiv de LOT: SILVERADO LOT #6 BLK #11 PROJECT* 04128.001-06111 MOnEIA 4EJB "2807—ELLE" GARAGE awarG: LEFT PAGE: DETAILS 50 MPH EXP. D = 8/17/18 aCAr, E: 1/4"=V-0" 8*mzT S2.1A FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP OTC W/ (13) 10d x 1 1/2" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" 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-01AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 RS36, .177" x 2 7/8" LONG, WITH WASHER C 16" D.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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 A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 46 (31/2x510) USP PAU66 W/ 5/8" DIA. x SYP. PT, WOOD POST 6" EXP. BOLT e 3-PLY G: 3863 LBS GIRDER TO CMU WALL W/ USP HGUM525 H=16 11FL W/ (8) 5/8" X 5" POWER FASTENERS•WEDGE-BOLT TO CMU & (24) 1/4" X 3" WS3 SCREWS TO GIRDER, BLOCK W/ 3/4" PLYWOOD. 10 1 3 1 II 11 II 11 11 11 11 11 11 11 Ili( , I�1 11 11 it II II II II it 11 II II II II II II-_ ��,yyy II PR�JID+TFRT OPPIp.� II II II 11 11 11 11 11 11 II 11 II 11 ii II I, AL GT TRU AS''��{{1) II LI ARE TO1 S.F.II II 1 4 1 III i I --I�LI I II PEjjFBCR�02.127 II II II 11 II II 11 11 11 11 I 1 1 II „ 1 11 11 11 11 ' IILI III II II IIII'IIII��IIIIIIII��n II II II II II II II II II II I II II II II II II II II II II II II II II II II II I II II II II II II II 4 DIIL II 11 II II 11 II 11 11 11 II , 11 II 11 11 11 1 IISTUDS II II II I ; I II II II II 11 1 11 II II 11 I 11 11 i , , II II II LI II II I) LBW It II 11 II II 11 11 11 II II 11 1 II II II II II II II II II II II Y G: 7410 LBS i l n n 11 11 1 1 1 II 11 11 II II II II II II I) I) II II II II II I ' I II II II II II it II DeL1 it II Ir Ir —*t—Ir Ir—YI--rl. STUDS (I (I II II I) II II II II II II II 2 II II II II 11 11 It I2X4 WOOD BEARING I I I I I I I I I I 1 I 11 11 11 11 WALL W/ SYP NO. 2 4 ( I I I I STUDS Q 16" O.C.. I TOP OF WOOD 11 11 i t 11 I I I I 1 ,LBW„ WALL EL. 8--8". LL II _II II II LI _—_ DBL—� ° DBL 3 10 -------- --"STUDS-- 1 STUDS II II I 1 I I' 11 PREFABRICATED WOOD FLOOR m it It 111 11 I1 11 I 1 ---_ --_- JOISTS (�24"O.C.M� 2X4 II "NJiWALLW/SYPII 101 1 i I NO.2 8TUDS O Ir O.C.. TOP OF WALL 8' I 3 1 -----__�--_ __= I GIRD TO6tUILW/L14P18U 3.1 x ---l- r—ems--� W/1/YJ43OLTTOCMU B(10)11142/2' w I G: 3175 LBS W83 WOOD SCREWS TO GIRDER I , - --_-° BLOCKW/3/4'PLYW I 1 1-PLY GT U:-565 LBS 2 GT — — — G: 1091 LBS WOOD j00FRUSSES1A fQ 24" O7A SSI Arnc GT N N N N N N x ti�A 1 3,1 n n x n n n 1-PLY -- -- -- -- -- -- , --- I-PLY U =830 LBS ° ° ° ° °+•'�• G: 1900 LBS 4 d n u n nn 4 dNNNNN� j1—'JI---x--�--n--�b---h-- h FLOOR FRAMING PLAN SCALE: 1/4" - V-0" 3-PLY G: 7410 LBS LVL TO CMU WALL W/ USP HGUM525 H-16 W/ (8) 5/8" X 5" WEDGE BOLTS TO CMU & (24) 1/4" X 3" WS3 WOOD SCREWS 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750. PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroupcom L AA S: 0003325 anxn, !;IXE 9tmDty. Ae LOT, SILVERADO LOT #6 BLK #11 PROJECT# 04128.001-06111 MODE1a 4EJB "2807- ELLS" GARAGE EVaNTG: LEFT PAGE: ROOF FRAMING PLAN ELEVATION 'H' 50 MPH EXP. BJ A-USP OTC TRUSS ANCHOR B�1) USP DTHA20 TRUSS ANCHOR (1 PLY) WITH (18) 10d x 1 12' TO TRUSS C- (2) USP TA20R TRUSS ANCHORS (2 OR MORE PLY) WITH (10) 10d x 1 12' NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) WOOD FASCIA SEE ICHITECTURAL 2x6 CURED W/ (2) 16d ,LV. COMMON NAILS. ? SECURED W/ l0d JLV. COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) (1 OR MORE PLY) 8 ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1PLY) C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) 1 a 1 b Y 1 c TYPICAL TRUSS/ SCALE: 4= GIRDER CONNECTOR(S) TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP TA20R TRUSS —. ANCHOR WITH (16)10d x 1 12' NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2)16d GALV. COMMON NAILS. L MASONRY BOND BEAM 1x2 SECURED W/ 10d SEE SCHEDULE GALV. COMMON NAILS PLYWOOD SHEATHING, SEE "ROORWALUFLOOR SHEATHING FASTENER SCHEDULE" (A) USP RFUS STEEL CONNECTOR WITH (4) 3/4'k6' WEDGE BOLTS AND (12) WS3 SCREWS (B) USP USC" WITH (2) 3/4'k6' WEDGE ANCHORS AND (8) 16d NAILS (C) USP USC" WITH (4) 3Wx6' WEDGE ANCHORS AND (8)16d NAILS IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS 17 O/C A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = 10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT =12543 LBS (4 WEDGE BOLTS) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2114' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)114" x 21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN, 7 COVER 7' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0' (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d ® EA.TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-U' O.C. (AT SHEATHING LSTA1220GAUGE SEAMS) W/ IDdx12 HPG COMMON NAILS. 0'-0" TO 30'-0" (1)'W' BRACE 0 EACH END TOTAL OF 10 30'-1" TO 60'-0 (3)'W' BRACEZ18PT. PLATE SECURE (1)'W' BRACE 0 CENTER TO BLK W/ 12' DIA 11 FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7 GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8' PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX "/ ', GYPSUM BOARD OR 12' HIGH TRUSS ENG) CONT, 2X4 SECURED W/ STRENGTH CLG. BOARD (2)10d's ®EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED 160 TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (20)16d x SE E SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-12' NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING _ 4. 12" GYP. WL. BD. y 4 a. BLOCK WALL W/ GABLE END NOT USED PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" GIRDER/WOOD POST CONNECTIONS 6 5 SCALE: 3/4"=T-0" FLOOR TRUSS CONNECTION @ L.B.W. Y B°A`E 3/4"=1'-U' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY STW— PLATE DEPTH 114•0 —HOLE EDGE >5/8" —HOLE DIAMETER <2/5•D SGL. STUD HOLE EDGE >50' HOLE DIAMETER <3/5'D DBL. STUD AND BORING LIMITS i; SCALE: 1 12'=1'-0" A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (20)16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS, FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (20)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS, FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (38)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 314" USP WEDGE -BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THOH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3W' USP WEDGE -BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=T-0" V EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 12' MIN. EMBED. (TYP) IF 7B 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO Fj GROUTED CELLS, WALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD 2 LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S, 1/4" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SIZE BOLTS17E 9B70E6PACNS OWMLBPACM A DOUBLE 2x8 12' 8' O/C 16' O/C B DOUBLE 2x8 314, 8" O/C 24" O/C C DOUBLE 200 12' 8" O/C 16" O/C D DOUBLE 200 31" 8' O/C 24" O/C E DOUBLE 200 3/4" 6' O/C 16" O/C F DOUBLE 202 3/4" 6' O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'1' 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 (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abde•igngmup.com L AA M: 0003325 �IINII� amm, 9%mDiv. all LOT: SILVERADO LOT #6 BLK #11 PROJECT 04128.00- 06111 ""DEL: 4EJB "2807— ELLE" GARAGE 8VrWC: LEFT PACE: DETAILS 50 MPH EXP. Dw� 8/17/18 SCALE: 1/4"=1•-0" S*lZ S3.1A FLOOR DECK PT TERMINATION STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16'• x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3 4"=1'-0 USP LFTAS WI (16) ad COMMON NAILS 2x STUDS USP LFTA6 WI (16) Sd EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING S VA USP 6PTH4/6PTH6 BTM. PLATE STRAPS WI 10d x 1 FLOOR TRUSS OR 12"HDG NAILS FL#17239 GIRDER TRUSS WALL / FLOOR FRAMING, ., TRUSS PARALLEL TO WALL SCALE: 3 4"=1' 0 DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3' O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 6' CMU JPLAN REINF P PER ELEVATION : PERELE 1X2 FIRE 1 NI #8 WOOD SCREWS x 7' LONG a 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN USP A3 EA TRUSS -�NF 411 r NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3 4"=1' Y' #8 WOOD SCREWS x 2" LONG C 3" O.C.; STAGGERED NI AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/7' EXP. BOLT 6' CMU WALL AT 16" O.C. AND 8" FROM NI REINF PER PLAN END W/ MIN 5-1/2' EMBED. FLOOR DECK p R ELEVATION O NAILING PATTERN K2x6 PER ELEVATION m2x4 PRE-ENGINEERED W000 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 0 17' O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL ,, TO EXTERIOR WALL SCALE: 3/4"=P-0' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d ® 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: ® TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 7' LONG a 3" O.C.; NI 214 BLOCKING ® EA BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS a FA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) 3/4" AS SHOWN Dc4 BRACE 48" O.C. wl (5) 12d VA" MIN. FROM 2ND. FLR. FLOOR DECK NAILS EA, END LINE 2x8 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 12" EXP. BOLT NI 8tl RING SHANK NAILS ® 4" O.C. MAX BT. OF FLOOR TRUSS 6' CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM END W/MIN St/7' EMBED. INTO BLOCKING 16d NAILS 08" O.C. MAX 2X6 IS FOR WALL SHEATHING NAILER) SHEATHING 1X2 FIRE -STOP PER ELEVATION FLOOR DEC 4„ PER ELEVATION PER ELEVATION rL LL Z o= NAN.N4G PATTERN UU PER ELEVATION rLk ELZ 4PERELEVATION PER ELEVATION 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24„ PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) ®,7 D.D. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA16 ®EVERY REPAIR DETAIL IF BOND BEAM REO. BOND BEAM REQ. TRUSS (VERIFYW/ 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA164N 32"^OTC. SS PLAN) TRUFL#17 680 AT TRUSSES PARALLEL (VERIFY W/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR 5 scALE:34"=1'0 PRE-ENG FLOOR TRUSSES NOT USED 6 O scALE: 3/a'=ra' PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE -ENO AT FIRST TWO SAYS O.C. SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX 0 PER ELEVATION FOR STRAPPING tPRE-ENG VERIFY ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK Wl TRUSS PLAN TRU86 TO TOP PLATE /8" GYPSUM BOARD OR 1/7' HIGH W/ 1/2' DIA. ANCHOR BOLT W/ 7' A - USP MT W-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B .(2)USP MTW-12 U <2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P T. LBS W/ (14)10d GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA 214 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE OBL TOP PLATE To — PROVIDE BLOCKING • USP SPTH4 OR SPTH6 BTM 12" GYP. WL. BD. 0' AND TOP PLATE ANCHORS W/ 10d x 1 IZ COMMON NAILS SECURE ST. PLATE TO SLAB W/ 2x4 SECUREDOCs�FACH FILL ALL HOLES, DO NOT USE 10dx3" ItZW' WEDGE ANCHOR Wl7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUS010'-0" O.C. TRUSCONS TO BE INSTALLED MAX. EPDXY 5-1/7' EMBED. MIN. 016' Oa 10b 1 Oc OC MAX. SCALE: 3/4"=l'-R' GABLE END BRACING W/ PRE-ENG GABLE TRUSS c@ CMU WALL '' o Via• TRU88TO POST CONNECTION O SCALE: 314"=1'-0' e A - USP MT W-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 • ! B - USP HTW-20 U <2045 LEIS W/ (20) 10d VALV. COMMON NAILS. FL#17244 C -USP MUGT/PHO4A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6)10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8"• AT.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION L.B,W. SCREWS TO POCONNEST L#172419 9a 9b SCALE: 3/4"=1'-0" CONNECTION �i7°"G10I' A8B -USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,285 G:13,815 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN, 7" EMBEDMENT TO SLAB 8 (20)16d x 2-1/7' NAILS TO POST. FL#17324 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdoeigngroup.com AA A: 0003326 SURDIV. ae ]#11 SILVERALOT #6 BL Plt0a CT# 04128.001-06111 MODULd 4EJB "2807-ELLE" GARAGE #WING: LEFT PAGE: DETAILS 50 MPH EXP. 11 N. RONALD REAGAN Bl LONGWOOD, FL 32760 PH:407-774-6078 FAX: 407-774-4078 www.abdesipgroup.com AA 0: 0003325 4a StmDiV a LOT SILVERADO LOT #6 BLK #11 P1tOJSAT* 04128.001-06111 MODEU 4EJB "2807-ELLE" GARAGE OWING: LEFT PAGE: SECOND FLOOR DECK PLAN 50 MPH EXP. Bj i i L__________________________J SECOND FLOOR DECK PLAN SCALE: 1/4" - V-0" DBL TOP PLATE CONT. LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 10 PLYWOOD Z INSTALLATION. PROVIDE 12" FILLER(S). NAIL ALL TOGETHER a PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, w ALL TOGETHER W/ 16d ?1 2-ROWS, 6' O.C. COMMON NAILS, 2ROWS, 6' i O.0 SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA x W MIN. EXPANSION WINDOW JACK STUD 2x NAILED INTO BOLT WI 3x3 OVERSIZED AND OUTSIDE PLY OF WASHERS PLACED 16" O.C. 4" FILLERINSIDE BELOW W/ MIN. CONIC. EMBEDMENT I COMM COMMON CON NAILS, 6'- O.C.O. ® SHORT 2x STUDS BENEATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 12" PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING W/ 16d AND ANY PLYWOOD SEAMS O ON NAIELS 2-ROWS, 6' W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. END < >d SIZE AND QUANITY 1- PROVIDE Ix WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' USP RT16A W/ 10d x 1 112" O.C. GALV. COMMON NAILS, FILL USP SPTH6 TOP 8 ALL HOLES BOTTOM STUD PLATE FL#17236 4'-0" MIN. TOP PLATE SPLICE TIES W/ 10d x 1 1/2' GALV. AND NAIL W/ 160 COMMON COMMON NAILS FILL EVERY NAILS, 2-ROWS, 4" O.C. HOLE. DO NOT USE 3' LONG 1i a G IGI NAILS FL#17244 I BTM. MEMBER OF TOP —3 I PLATE SPLICE MUST OCCUR OVER STUD. LSTA12 W/ 10dx3" GALV, COMMON NAILS, (5) EACH END TOTAL OF 10 2x MID -HEIGHT BLOCKING ---El 4'• NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS TYP. ONLY FL#17244 JACK STUDS W/ (2)16d NAILS EACH END SEE SCHED OR # STUDS g m NDER EADER SEE SCHED FOR # FULL HEIGHT 2x STUDS 4" /O TVP. 4" TYP. 3X3 OVERSIZED WASHERS PLACED 4" 32'O/C6"MIN CONC.EMSED. TYP. „„32'MAX..,,MAX.,,. 16' MAX. 16" MAX. (3) 2(12 HEADER PROVIDE DBL. TOP PLATE 12" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — — O.Cj --Ly 2KIrs 2AOti LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, W G.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)218 (2)2x10 (3)2x10 (2)2x12 (3)2X12 61UD8P=41I8'0.0. FWVA(x1002P0.0. 0-2ft ly a O 02(4 rn Y ' 2 2x4 2 2x4 2 2X4 (3) (3) KINGS SPAN KINGS 6 (2) (2) (2) O O O 3- 4 R :�4 1 2 0-2ft 3-41 1 2 2x4 2(4 2 2x4 2 2x4 2 2x4 I ) 4 2x8 2x () (2) () 11 (2)-.- (2). 5 - 6ft ZA 2(4 2x4 2 2x4 2 2X4 2 2X4 2 2(4 2 2(4 3 5-6ft 2 (2) (2 2)2x6 3 7-8ft 3 2(4 2x4 2x4 2 2X4 2 2X4 2 2X4 2 2(47-8R 9 5 9-10ft 3 (2) 9-70R 2x4 2X4 2x4 2x4 2 2c4 2 2x4 2 2x4 2 2x4 10. 12ft 5 10-12ft 4 10 - 12 R 2x4 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: PROVIDE (3) STUDS 0-J SNAIL STUDS —NAIL STUDS CORNERSLAPTOP TOGETHER WI TOGETHER W/ PLATE MEMBERS 12d G 6" O.C. 12d (M W O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 —A "ROOFANALUFLOOR SHEATHING CORNERS LAP TOP FASTENER SCHEDULE" PLATE MEMBERS 16' MAX. PLYWOOD SHEATHING, SEE "ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE" C2 D / C 1 PROVIDE (3) STUDS 0 J EXTERIOR MASONRY/WOOD CORNERSLAPTOP 2 CONNECTIONS PLATEMEMBERS SCALE: , 1!Z'=1'-0" NAIL STUDS 12" DIA. USP 7250SD TOGETHER W/ BOLTS 5" MINIMUM 12tl 6' O.C. EMBEDMENT INTO GROUTED 117' DIA. USP 7250S0 F-1 CELL, 4" FROM ENDS AND BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� 16' O.C. VERTICALLY MAX EMBEDMENT INTO GROUTED IL STUDS 16' O"ROOF/WALUFLOOR SHEATHING CELL, 4" FROM ENDS AND FASTENER SCHEDULE"C3 NA.C. VERTICALLY MAX TOGETHER W/ 12d 0 12' O.C. B N A 1441 N. RONALD REAGAN FL BLVD� LID 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 �a StMDIV. as LOOT: SILVERADO LOT #6 BLK #11 PROJICCT# 04128.001-0611 moDmxA 4EJB "2807—ELLE" oARAGZ aTIMG: LEFT PALM: DETAILS 50 MPH EXP. a DancT ATIL, 8/17/18 BCALIC: 1/4"=1'-0" B*Em T S4.1A 13'b" L--------------------------J SECOND FLOOR DOWEL PLAN SCALE: 1!4" - V-0" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 1d Xx Q BVHDIV. ac LOT: SILVERADO LOT #6 BLK #11 PROJECT* 04128.001-06111 MODRIA 4EJB "2807-ELLE" GARAGE OWING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 50 MPH EXP. AUG Dw8/17/18 BCAL10: 1/4"=1'-0" B8EET S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 1Od x 1 1/2" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (I O)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE S' DESCRIPTION REMARK O(2)2x6 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 (rc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30M SxS (1)#5 WA N/A GROUTED SOLID BB2 MASONRY 3000 OX16 (1)#6 (1j#5 WA I N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST 8 PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOTA SAFE PL LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BIIB eras stave stew ePa4s ela/a saro sass TYPE LENGTH SUB We RCAIU TYPE LENGTH VG-ITstart wart start errsrt I start WWIT emu WAMT ae4,a srtt seat a•4a1t wuxr 34r (42•) PRECAST 2131 Td (42') PRECAST 1025 1024 i59e 9'd (42� PRECAST me 404 eve am 7m ttea MIN am 2NN 4w an Na "M V4r (48•) PRECAST 109a 4%r (46•) PRECAST 7e5 7e3 1309 W4r (4n PRECAST tea aN mo me 4m as on tm m 30110 ms 4m us am 4.8 (541 PRECAST 1599 W4r (64') PRECAST 502 691 1073 4%V (SC) PRECAST t2m tm 2W am 00 4711 em tw as mt an 4w 4711 as Ste• (N') PRECAST 1217 sr @41 PRECAST 411 Nt 749 s-4• (e4') PRECAST tm an ma4e aw 4R2 lore 1710 ale I me Na aN 4m 9.10• (70") PRECAST 1082 6'-1P (M PRECAST 340 330 $16 s-17 (71n PRECAST w am. 77N me Ha MMIa m tw ae am N07 mo 41tl V-r M PRECAST Sae V4F (7e9 PRECAST 507 n1 490 V-S' (IC) PRECAST m i4orm t6mMJ 2m vw,.d 2m m tw I ,w 1 as 1 2w I m1 I#a T4' (97) PRECAST 748 r-r MV) PRECAST 424 04 803 rd Rn PRECAST W. ,mw "WINN 2a7 m me 1n tm am Na am 309 VW (117) PRECAST Sg{ I 9'-4• (112•) PRECAST 92a 812 290 9'-0• (112� PRECAST m 7a tt 1414 /N 21a7 2m w m 1Ns im tea MIN aM ta'4r (12n PRECAST 47s 10'4P (1211 PRECAST 254 401 1B0 10'd' (12r) PRECAST m m w , t4N , aott m m Ilse ton /7a am aw 114• (19e') PRECAST 392 tr{• (13e") PRECAST 280 462 154 irk• (13n PRECAST m m ro27 1N 17O w tar aN tww aN 174r (I"') PRECAST 337 174r (1N') PRECAST 244 402 137 174r (I"') PRECAST w Tat m tt 1m m w tm 1 an 13W (te0) PRECAST MIS 17-C (III&I PRECAST 217 324 11D ISW (1e0") PRECAST m w to m , 1m 04M 4n m tta >. 1w14'd (tee9 PRECAST 2'79 14'4r (leery PRECAST 205 2BH 100 14•d' (7ee•I PRECAST m m 7N w /m as 111 w tw 7 t 1w144P (17W) PRF87RF88® NJL 74'4I' (17ery PRE N.R 294 91 14'2' (17ery PR�IR6lEED m m m u t7N 11 (184ry 1 N.R. IV-4• (1a4ry PRE NA 269 e3 15'-4• (194ry PREST al an ND m w ere w m m t N1 1 "Nsd 1r-4- (20B') MISFI ES= NIL 1r4' On FRS N.R. 194 64 lrW Perry PREMRESM ,n to m m 405 as a1 T40 m 101I. m tat m Ir-r (m PIr�IRE88ED N.R. 19W (n PR63TRE88® N.R. 148 52 1YJ• (2321 PRE97R� to is m m w w M w 6N Nt w 21-W (wry PREFiRE98ED NA 214' Rory PREBT N.R 125 42 21'-4' (leery PPEST w lam m w m m w m IM m on 1?47 27-0• perry PRE NA274P (2941 PREST N.R Ila 40 2r-W (2atry PRESTRES D w m m m m Ns 4a an2V4r aN (n PRE N.R. 2v-cr p" PR681RE88W NAC 91 3S W-W OM PREPRES DtN to w m 4teto m w w m tm tm (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TAB" BY CASTCtEIE MAY 2a15 EDITION - PRECAST PRODUCTS BY OTHERS TO 60ffTOR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE NBTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE WNIMUM Ir OF SEARING PAST EACH SIDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE#: 1"126.03 Omm0�00 �OmOm�m om00000 O�mOm�m �m00` 0�0 mom�oom mmov000 0�m0�00 �m00000 omovo �m�0000 0��0�00 ��00�00 00000 oom000v 000m000 �0000000 ©�mm000 ©oom000 ��00000 ��00�00 DDDDOa� 1 ♦ at7o- 8F16-1T/OM/OB 1 1 1 ♦ I 1 � i UNO, PROVIDE BB1 WHERE ROOF TRUSSE BEAR, TOP OF WALL, EL. 18'-8", LINO LL m I I I I � I I ------------------------------ I I I I I I I I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J SECOND FLOOR LIFT BEAM PLAN SCALE: V4" - V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 amm, F'suallom Ae LOT. SILVERADO LOT #6 BLK #11 PROJECT( 04128.001-06111 MODEIr 4EJB "2807-ELLE" GARAGE OWDM: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 50 MPH EXP. DRDIT ACE: 8/17/18 BCALE: 1/4"=1'-0" 8HEET s5 FRAMING NOTES: I. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFC-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 134SED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. R IA 1A 1 2-PLY U:-1581 LBS G: 3695 LBS to 1 2-PLY U:-1581 LBS G: 3695 LBS � I I I I I I I II I II I 7i- IT .�.�.�. .y/A ........... .`Q. ....... —•— —�—�a� ........ PREFABRICATED ROOF .. ..® TRUSSES (0 24" O.C. MAX ............ ------- .—.—.—.—.—.r.s• ...a.......... .,_. e_.—.—.—.—.—.— RIDGE e � � e � —•:.see::a .ao.ao.....�.>_.:. ease ----..a a. ----m s Gem e a.aaaes ... . o . znm a ssa e a :. a... - as - — e ATTIC ACCESS ae----. — - — - a ----.aesee:.m_.:®. .—.—. �Q Rio . p Y H II N N II N N II II N H q a� x8 WOOD BEARING qq I SHEAR WALL WI SYP I I N I I I I I A p N 11 NO, 2, STUDS 0 W- G.C.TOP OF II H N N N N N N q II OD WALL EL. 118'-B , UNO I I I I I I I I II n II I I I I 1A I U:-124 LBS I G: 334 LBS I r------------------------------J I I I I I I I I LINE OF 1ST FLOOR BELOW ROOF FRAMING PLAN SCALE: 1/4" a P-0" to 2-PLY U:-1581 LBS G: 3695 LBS U:-1030 LBS G: 2063 LBS 1A , 1A 1 2-PLY Ur1581 LBS G: 3695 LBS d N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-77446078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 4R iY x 0 x SVHDIV. As LOT: SILVERADO LOT #6 BLK #11 PROJECT 04128.00 -061 1 HODEIA 4EJB "2807- ELLE" GARAGE SM►naG: LEFT PAGE: ROOF FRAMING PLAN LEVATION "H" 50 MPH EXP. 18 DAM 8/17/18 SCALE: 1/4"=1'-0" SHEET S6 (1 OR 2) USP RT16A WHEN INSTALLING (1) USP RT16A ON THE INSIDE TRUS S ANCHOR WITH FASTEN EACH STUD TO DBL.(1 lodx1/2' HDG NAILS TOTRUSS TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE TRUSS TRUSS AND 10dx3" HDG NAIL PER MANUR SPECS. "ROOFNVALL/FLOOR NAILS TO TOP PLATE. FIRST ONE SHEATHING APPLIED TO INSIDE FACE FASTENER SCHEDULE" OF WALL IN ADDITION, ADD (4)16d TOENAILS, 2 EACH SIDE OF TRUSS. 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2) t6d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED Wl 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12, O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS AALLOWABLE UPLIFT = LBS (NSTRAP) B ALLOWABLE UPLIFT = 2320320 LBS (2 STRAPS) TYPICAL TRUSS/GIRDER CONNECTOR(S) G b SCALE: 3/4"=1'-U' OR 2) USP LUGT2 ANCHOR WITH PLYWOOD SHEATHING, SEE GALL. COMMON SHEATHJALLIFLOOR NAILS , FILL NAILS, FILL ALL HOLES. FIRST ONE SHEATHING APPLIED TO INSIDE FACE FASTENER SCHEDULE" OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS pr 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED Wl 10d TRUSSES Q 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS AALLOWABLE UPLIFT =2260LBS (1STRAP) B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) TYPICAL GIRDER/TRUSS CONNECTOR(S)"Y 28 2b SCALE: 3/4"=l'-0" ®RFPLIFT OT SHOWN FORCLARITY (SEE SHOP DWGS ) FASTEN EACH STUD TO DBL. TOP PLATE WI USP SPT24 NAIL PER MANUF. SPECS. TOP PLATE ROLLOVER 3 STRAP DETAIL SCALE: 3i4"=1'-0" A NOT USE D PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'4' O.C. (AT O SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) --PRE-ENG'D WOOD TRUSS (TYP) ® 24" O.C. Q MAX FOR STRAPPING VERIFY W/ TRUSS PLAN O SECURE 2x PLATE TO WALL W13/6"x6" THRU-BOLTS 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's V' O.C. MAX OR SECURE GABLE TO DSL TOP PLATE W/ USP HGAIOKT 0 24" O.C. MAX 2x STUDS CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED C 101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x STUDS GABLE TRUSS @ FRAME WALL 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774,6078 FAX 407-774-4078 www.abdaslgngroup.00m L AA 8: 0003325 IE C dVHDM AO LOT. SILVERADO LOT #6 BLK #11 PROJECT# 04128.001-06111 MODRU 4EJB "2807— ELLE" GA1tAGE 8Wn4O: LEFT PAGE: DETAILS 50 MPH EXP. 20 DrptmT w8/17/18 SCALE: 1/4"=1'-0" MEMET S6.1A r-1 EW w•q xF MP ROOF ROOF WIND DESIGN PRESSURES ZONE 1 •20.97 PSF (30.97) ZONE 2 •35.67 PSF (45.67) ZONE 3 •61.GS PSF (71.06) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. A ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/7' 0.120' 170,000 RI G (16-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.0 .. TOP & BOTTOM EDGES .. J z 111 z9 =U' W , Z z a Lj (� . J_ 0 O C tD a D Q 2 Z t7 S Yn r 3 Z . it N TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. orvMER OR �TR�SS-��_ ■111■111■111,111■I `,,1 , ROOF SHEATHING LAYOUT AND END BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS la 6'O.C. IN FIELD 8d RING SHANK GUN NAILS Q 17' O.C. IN FIELD or S4 x 21/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.6wjN FIELD J\ TYP. 31N' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pR0y10E 8%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6M EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMPERm 3N'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS PROVIDE 8&#L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER M.l3UBS-0NGROUIW WEERE INDICATED ON R BARRIER ME BRA CRIPPLERS.: CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FC = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS PROVIDES SEAMS LAPPED 81NCHETAND SEALED ELASTICITY 1,400,ODO PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #7 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOWMS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf psf TOP CHORD alonconcurrorrt 20 p 10 par BTM CHORD -no ncu-t DEADLOAD DEADLOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 Psf BTM CHORD 5 Psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: tOpsf BALCONY LIVE LOAD 60 Psf WIND: DEAD LOAD SPEED =160 MPH3-SECOND GUST (ASCE 7-10 (FBC R20M EXPOSURE B, RISK CATEGORY ILA SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERW SE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB�GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE W TH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG 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 SEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR $HALL SUBMIT PROPOSED WX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5+- PROR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC-94 OR MEASURNO, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 00 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 00 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQMRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A T PDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1.112' FOR 45 AND SMALLER 7 FOR 0 5 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES. STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATE$. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE LATH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0" OC, EACH WAY. 70 BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A015 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN CONNECTOR PLATE$ SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. ACCORDANCE WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "rPIAVTCA BCSI 1" SUBJECT TO ENGINEER'S REVIEW, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42' WOOD TRUSSES. 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 FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE MATH ANSI ASBA-1982. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOVING COMPONENT LAYOUT. SHOP DRAWINGS $HALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm -1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWSE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTOR$ SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "&' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. lntlllgtjL:TTwiil*#Sl 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 = 361ai FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy • 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 lat. 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 LEVEUNG. ALL OTHER BOLTS SHALL BE ASTM A326-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 APPLIGTION SIZE TYPE SPACING REMARKS APPU9 TKA 917E TYPE $PATINE REMARIq -PT FU -TO CASE HAPOENED OOIL OARAOEDOORSLCK SEE DETNL SEEOE­ SEE DST -SEE OETNL MASONRYICONC. ML 117-0. TO MPSONRYSXxJC. .... EXT. DOOMS CASE HMDENED-1 S'dC WINDOWIODORl-TENFD GARAGE DOOR EiCK SEE.- SEE DETNL SEE OETNL I SEE OETNL v -NOTES NNL I IITLDJO. STAGGERED NTO­SMW­O TOMAS- 1MNDOWBUd( -EwwDE--L - WMDOWIWORIFASTENED .-TO CONTACT THIS ENGINEER FOR SPACING 1x IT SEE NOTE. NNL I NIT LONG, sTAOGEKD INTO-W, MASONRYI(SNJO REQUIREMENTS EXT-NO DOOR I- IAPCOM 1 12' EASED, VEND NON-BEAPoNG V.'000 t/P EXPANSION 1" EASED 4"ENO BIKIfL PT, SEE NOTES NO WASHER FPBTNER iTOA; dST., 111T EDGE dsi. WM1LL TO WOIC.9lAB WIVLISHER SOLI PI Q�C O.T,.°EDGE dST. .1-B- ..198°PAPx]tIS' YdC 4'ENO. IST, 117 PT TO STEEL OOL., SEE NOTES -ER STAGGERED EDGE DST NOT VIR 1. 6TTAPPLE6 SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILT[ 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 W DE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 IL SILVERADO OT #6 BLK #11 ROJECT 04128.00 -06111 MODMIA 4EJB "2807- ELLE" GARAGE BVf MG: LEFT PAGE: DETAILS 50 MPH EXP. DATE: 8/17/18 SCALE: 1/4"=1'-0" "ISN1 V