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HomeMy WebLinkAbout7150 Boxer Round Pl99 t828-4EBB-CAL199 K y�IlTN�P��p1LlN� Cnlg �_� ` ecTR\I.I GO Ot��6a�•s '� wo �G GkT, , � �e OMES pis Ci Of oaP4�15 12602 TELECOM 0RIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax. (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS COX , ABV ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE II sm m) LOCJL �� p��� •OCCUPANCY - RBSIDENTIA4 GROUP R3 •CONSTRUCTION TYPE — VB A/C ADI. ALT. BD. BD CL CAB. AIR CONDITIONING ADIUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET LUM. M.C. MFR MIN M.T. MTD. MTL LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM OUNLTfBIFSHOLD MOUNTED METAL &%A5 CDS HIRED*AM ARCHITECTURAL SHEET DESCRIPTION OVD/M 2en FBC UFDATE PG Cl-COVER SHEET PG GN—GENERAL NOTES /� CDSRE•1551ED OI/IUM Sa)MGELEVATIONS ADDED TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 '� INTERIOR FIN6H — CLASS B *BASIC WIND SPEED - VDlt=150 MPH vasd=lt8 MPH -EXPOSURE _ B •1-CRY RESIDENCE CLc. CLR. CONC. CPT. C.T. D. DBL D.G. CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED N.TS. O.C. PL PH PH PLY. PR. PR. NOT TO ER ONCENT R PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PARt PG Al —FLOOR PLAN PG A2C—ELEVATION '�C" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN 03MM CD'SRE-ISSUED OMW FOOT►rGFtEVWONPER KSOUES OL�iT/� Cab Is -am p7/g� ADDED as eS FOOTtTx AT GARAGE DETAIL FORT nrEIm/ OW/M KANMAMENANCE •2—STORY RESIDENCE —MAX. HEIGHT AS PER WCAL DIA. DIAMETER P.T. PRESSURE TREATED PG MI -MECHANICAL PLAN AND STATE CODES DIM. DISP. DP. DR. D.S. DW. EA. EL FYN F.GJFX. F.G DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT oSHWASHER EACH E EVA ON EXHAUST EXTERIOR FIXED GLASS FUEL GAS R. RAD R.A.G. REF. RM. S.C. S.D. St1 SRTHG SHWR. Sim SL RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM s°«ID��DR SMOKE DETECTOR SINGLrEHUNG SHEATHING SHOWER SIMILAR SLIDING 03MM NEVIM LMEL 50 AT FRONT EM DOOR PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. No. 9 7 ooms ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UALL BATSON LI'ELBJ SQ.F"f. CALL. S &44M REVISED WAG VOLUMES ON SGFT CALL SCHEDULE LME�M �/, ADDED.EXTERIORMOWDEEPFOOTEWDETAIL120A(Oft) LIVINSA MIS Sa FT GARAGE 430 � ENTWV k, Ga FT. LANs go So PT• O"AB ADM LED L&M 0 VJT04EN I DATHROCIM MR MARK MOM 01A9A9 ADDED STONE OPTION ELEVATION G D (TMPA) OMM ELEVATION'W SIDWA-ADDED LOUVER 0 GABLE ROOF A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL 2362 SCi FT. FIN. FLR. FLUOR. FINISH FLOOR FLUORESCENT S a STQ RW9 SLIDING GLASS STANDARD SHEAR WALL PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FLUOR FOOTING TEMP. THMPIEREDGLASS Tel: (407) 774-6078 GA, GAR. DISP. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 G.F.L GL GROUND -FAULT CIRCUIT INTERRUPTER GLASS T.O.P. T.O.S. TYP. TOP OF PLATE TAB TYPICALYPICAL STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED FLB HC. HOLLOW CORE V.P. VABB "POORR PROOF HDR, HEADER W. WASHER HOT. OR HT BRIGHT W/ WITH INS INSULATION WD. WOOD INT. INTERIOR WOW. WINDOW Wlfl WATER HEATER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL 1JAB11M FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND ORDER TOED BUILD CIS DETAILINGOR EXPLANATION ON � PG S21A—DETAILS PG S3-FRAMING PLAN 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 PG S31A-DETAILS PG S3.113-DETAILS CLARIFICATION. PG S3.1C-DETAILS AB DESIGN GROUP WHJ2 RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl-DETAILS MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BBEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.ebdesIgngroup.eom AA a: 0003325 K �a r tlI m avaal<v. as IL.OT: SILVERADO LOT #7 BLK #17 PIStOJ>OQT 04 0 -07171 MDDZIA 4EBB "1828-CALI" GARAGE BW50 RIGHT PAGM COVER SHEET 150 MPH EXP. B OMER& NOTE8 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 81b EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WAND 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 R3M&I:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD DOORS NOT LESS THAN 13B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-16 INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.&2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 140.28 GAGE (0.48 MM I SHEET STEEL V MN. 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 R3028: THE GARAGE SHALLBE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / B -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CPA DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND 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 Y, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN S' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-D' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED MOD TRUSSES (TPI-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MNIMIM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER S- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OFANY PLYWOOD SHEET SHALL BE24'AND THE MINIMUM AREA SHALL BE8FT .SQ. PLIMR1Ei0 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 IN 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 P29D3. 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 COVERM 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 FIIMNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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 & ASTWC1063-128. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS . - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063- I IA AND R703.7. UNDER STAR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 10 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750. PH: 407-774-6078 FAX: 407-774.4078 www.abdeelgngroup.eom L AA #: 0003325 0 SILVERADO LOT #7 BLK #17 IPROJWT 04128.00 -077 mono .: 4EBB "1828-CALI" GARAGE WVMFGt RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B F' M CFETEcT= -1 1.9 `t,-' l NA90 = Lc:Fi-A DATA 10/09/19 XCA M 1/4"=1'-O" amtz ET GN 9A'-A' o,lo p o small � � o',IEEElIIIIEI a 111ININIEE n a NIMBI a I i . DI � 0 � 11 II i . o � 6 • i yl' 11. �� � - . a '1 `V 000DE PER IBLD&o p ' 1 :I' On I TRANS.o : o = Mo �M i Z o11EEEEio�l�olELllEfo �-� oltiEllo oIL1EIn I j - ;I SQ.FP. CAM'S LWNG Iwo Sa FT. GARAGE 430 Sa FT. .ENTRY 160a FT. LANAI " SQ. FT. TOTAL 2362 Ea FT. UDBrOMFORS am MOTE we1/M1HUDINIO IBWq MIN. WINDOW 10 S 24/-33 CRITERIA EXTERIOR SWING IB S 24/-31 DR MIN. CRITERIA S$.D. MIN. 41 S 23/-2% CRITERIA 14.010 O.W.D. 112 Li 2CA/-22.1 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Cl I� DBL. TOP PLATE 0 in BAR DETAIL B 1 ARCH DTL. FLOOR PLAN SCALE, V4' • I'-C' NOTE, -2-5 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIO ESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/S' (88 MM) THICK OR 20-MMTE FIRE -RATED DOORS. �s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327B0 PH: 407.7748078 FAX: 407-774-4078 wwwabdesigngroup.00m AA A: 0003325 3 A Y J i. Li BVSDIV. a. LOT: SILVERADO LOT #7 BLK. #17 PROJIS+7CT 04 8.001-07 7 IILODIf;Z.1 4EBB "1828—CALL" GARA031 BTiID,l(is RIGHT PAOIM FLOOR PLAN 150 MPH EXP. B 16'X60' FTF'ON DECORATIVE SHUTTERS OR ®_ EQUIVALENT' 4' RAISED T� BAND mr.) 01.01 FI—T I ----- FRONT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FEICR R109.4 ORF RIDGE VENT S'-8' 6RG. HGT. V-8' BRG. HGT. OPT. COACH LIGHT OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT REAOFATFIC a 2304 SQ FT. NET FREEVHETIUNON AREA REQUIRED y30D REQUIREOVENTRAMONARU = 23BF/30) = 7FS @ITRATIONAREA X SU INCHES PER FT. II441 = I23472 SO. IN. MIN. REQUIREDVENRUTRIN .SS 1JX72 IN UPPER PORTION OFATFID 5®36 SO, IN. OFF RIDEEVENTIUTTON AREA 115 SQ N1. PERVENT 9936 /115 ROF VENTS IE:QUIRE6 :V:NIS.PROVIDED = 44335J A 5 'AREA OF ATRC ISTNE PFRIMR9I OF THE HOUSE, LESS THE OVERHANG OOERIOROF WALLTO f7CiPJFigi OF WALL. NDwERNANGS NCWD61 oW-W BRG. HGT. L �l M IN WIN IN m 09 FIL11062, v REAR ELEVATION SCALE, V4 a I'-0' TEXTURED FINISH 12 6 'a i- iv 0'-0' FIN. FLR 0'-0' FIN. FLR RIGHT ELEVATION SCALE, 1/4 a F-0' TEXTURED FINISH 1'-0. 0'-0' FIN. OFF RIDGE VENT OFF RIDGE VENT W-W BRG. HGT. v i- 0'-0' FIN. FLR LEFT ELEVATION SCALE, V4 a P-0' TEXTURED FINISH I 7K--7K I DECO. DTL. A SCALE, V2 a V-0' -0' FIN. FLR L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PK 407-774-6078 FAX: 407-774-4078 wwW.abdes,IIMroupxom AA #: 0003325 OC a a 3 o 0 a ails Ll THL11 SLTBDIV. & IATt SILVERADO LOT #7 BLK #17 PlEOJ>aCT 04128.00 —07171 MoDmu 4EBB "1828—CALL" GAMAGZ 9MUM1 RIGHT PAOM ELEVATION "C" 150 MPH EXP. B FPRZNT Dw10/09/19 acATM 1/4"=1'-0" same 'P A2C ELECTRICAL LEGEND SYMISM DEFINITION NOTES 8 MY OUTLET to A'P SNSLE role My CUTLET all OUTLET be OF Curm ISWW 70 OMYCH an IIBv OUTLET BOU PW WWRD PAUL NISRMSR (TANMR Masi ra WD TJOV OUTLET (4)l CONNECTION —�-• 6►1 Wt. VAT609Cp OUTLET CIa01aD MLLT NIEIIaI�IEIe OWTC14 S WTC14 3-WAY OPEN. aWRON N. 4-WAY OPE " �� WALL MONfED V4 ' LYSHr CEILN6 LOW © LW Ci LOW O VAPOR Fall LOW OIYCMSSD CAN WALL $100 L PR[•YI® eVSNT. PIN I cm PR W. Ff. eYLIO1R ICM PER SO. Pr. PNila/ rar•Wcr TSD WY ® t4/WE Mi AICl/D � T �ARa�iD� r AOe RMNTJ RJIOIaacerc 4'PLYCRAIDO R p •�—a—�a+ 8 4' TRAM LAIR O PANEL .f. PIETER O 8D. a1MOIa DETecrae WATT. 44A01ill aELLasoaleE I � I WALL MOIMED W'q0 DETKfOR YTT s4rJL.u. WL CAMOO POOM Deta SMALLA OWTANCE IV NOT LB" THEM 4' POWWO L09 NATURAL GAS TSLSPIIONE JA7K WTR iENR DISaWAT k DISCONECT F NO =&VISION JACK L BOx TO we WPPaRED N O J-WON ACC40CAMM UP SON KAROO Y NCH PCR TO m WIPORIW N CLLR/P PANLiONr 4OCaaaANOE w WON AS SUCH MR ppq JY NG j2ssc 1f LWHT STOP ,Is• LOW STRIPW OTWe+r nnnnnnnn Or L16M S7Rt ROOD LIOM 1F OPT. SSGatlTY IaYP.b • PA PUSH -WI rrCW POR 00*6 worm • LOCATION OF TV JACKS 4 PNOE OUTLETS 4 PA O TO M VEnNW • HOEOISER PRO-COIETRIGTICN MIO TNG. • ALL W 4 Nf AMP WRAPIOI CICUITS, TO OE All FAULT PROTECTED PER ELECTRICAL PROVISIONS OP EEM ATu mR1aN rT/v . I.•L :Ten •1/4 mITIO1 • N AMP DEDICATED LNSDRY ORCUIT. • ON . ISLAND (NOT ON MIGNON Call • DENWANIR ONCOISiCT TO EE LOOKOUT N PANEL • EATMOO M D61AUST PAN TO HAVE N' K CAPACTTY O RO GPM WBMMff?IW PER ELECTMC.4L PROVISIONS OF Small Pal" NTIrJW AtH ITdr1eN rNlf11 • LAUDRY ROOM IRL1•PTA0.E SRIALL R OIWOIlD PAiLT CIRCW-DrrOtPR P= PROTECTION li PERSONNEL ON PEEDRs • K RM METHOD SMALL BE NOW ,METALLIC CABLE PER ELECTRICAL PROVISION& OF g IrE ATH ®CJe1Tx • ALL WORK TO COMPLY MITH 6ECfISG1L P040VWCW CP THE PROW ATH 2 rN M RY ul DER AMC AO 0 LtlHTN6 FI46T a/ lERf1T EPICJOfr mg, CEILWA YITD. LIGHT TO ISE NSTALLED, PROVIDE J-15OX FOR OPT. FAN -------------- O LIGHT PT. 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COCIChYTE MTN TIE ELWCTRK COMPANY PRIOR TO SW. �,-----------1 I I I _ I I I I I•b' I-b. I l 1 LED LIGHTING @ SINGLE LAV. • Ell 52 PROVIDE "is i nMM . Pr CU N 2-Coll an W % 0 AL. TMW . PS CU N !• CO QUIT. rCODWT 70 72E•NA72 MOVE Sol . 0VE11iANSO COMDNATION aeRVY.e DISCONNECT OMMM RD M ELRCTM ParTWR N NB'1A SR MOCLOW IE"w" ENNa eC.Tde Te.eVINVN INNRML7 SSRVki BIIRAHCS 90l4W SSIS�7M TER-IN L AT Los VOLTAL AT L041 VCLTIOS COISCTION& 1 V W swpw C'E GROUND COasa= TO CONCRETE ENCASED POOTCR STEEL PER RSC7/C L. PROVOONS OF TE ONGdAMI i Will Du X & Pr LOWS COPPER CLAD ORLLD IWO 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigagroup.eom AA #: 0003325 Y ¢W j lQ! w Q 0 Ur 0 m O Ilaa11 > UBMV. a6 RATS SILVERADO LOT #7 BIX #17 04128 001-07 71 mol 4EBB "1828-CALI" GAUAGN 8`111MCM RIGHT PAGM., ELECTRICAL PLAN 150 MPH EXP. B DATA 1mmol 0/09/19 1111CAM 1/4"=1'-0•• SIZE= E1 I I I I I I I � I � I I I I I I - a d i I I ---- —1—�— —=®I\ I I 4-3 m �� L— ---- i n l` -- �— -- m ---- ----� I I I I I I II II 2' VTR V1,R KITCHEN 6lwl W/ -ill i V2' r3l2' l�\Il2 2. AUTO VENT I Irt�l I � I 1 V2' i JTr' 1 V2'-V- I �Ic I �l r ----- i I I V2' 1. TUB I s I 2 I LAV 3, 11 ' LAV II I WC s 3 I I II f WA81-IER 2. 2 CO 4 _ TO MAIN PLUMBING RISER DIAGRAM I I PLUMBING PLAN SCALE. V4 . I'-®' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH:407-774-6078 FAX: 407-774.4078 www.abdesl8n8rouP•com AA A: 0003326 111jjjy�y�y� t q C O � s t�R 0 svmly AC Lo1Y SILVERADO LOT #7 BLK #17 V%JwT�-0717 MoDmu 4EBB "1828-CALI" GARAGs 81TIM it RIGHT PAGIM PLUMBING PLAN 150 MPH EXP. B MINT DATJ& 10/09/19 8CALI: 1/4"=1'-0" 3iED= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 614ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PA15 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLAS& I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FRCM ANY CW111NIEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH CsALV. METAL, OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. 15ATW000MS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6714 EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS 414ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR& TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFa RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS &HALL BE PROVIDED WITH BALANCNG DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE, HVAC TO HAVE PROPER PANS W/ DRAINS >ALL ATTICCEILING EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE PL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADINSIDE SERIESNICKEL BRASS TOP CAULK P.V�C OPTIAPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LIPS- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ED PASS-THRU AIR GRILL SECURE STRAP TO CONK. W/ (2)-3/I6'X2' TAPGONS CONUNI R SIMPSON LLB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) #8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYYPP.�) DEXT. GROUND CLEAN -OUT (T_ Y ) NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE P.PUE. ELEVATION. MECHANICAL PLAN SCALE, V4 - 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 wwwAbdenigngroup.com AA 8: 0003325 FEa a W � L g WO r Q 0 R U unDIV. 8c w1! SILVERADO LOT #7 BLK #17 PUROJWT# 4 .00 -07 7 awas:. 4EBB "1828-CALM' GAISAGN eaiNG4 RIGHT I1PAGIC: MECHANICAL PLAN 50 MPH EXP. B AR12*9TECT, ROLMD A AB UXHAM L AR NO 9V23 A D � 10/09/19 =CALF 1/4'=1'-0" > lmom M1 2X4 TOP PLATE PRE-FAB TRU88 1/2' CLG. BOARD 7 V2. DRYWALL —t Toi 2X4 WOOD STUDS 024' Oa PIK PLR DTUL?0 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Iry ' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON- BRG. D1 SCALE: 3/4'.IAV FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.IJ ON I}' O.SD. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS-� MTL. DRIP EDGE 2x FASCIA PER p. 1y ELEVATIONS r A ox VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ 5' DIA. SLEEVE, DO NOT OUT BOND BEAM - SOLID GROUT W/ (0- S (2) COURSE DO NOT CUT THE BOND BEAM REBARS Za PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' /S' GYPSUM BO OR 1/2' HIGH STRENGTH CLG. BOARD PER ELEYATION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION WINDOW ATTAC 41ENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL b0 P.T. FURRING STRlPB 24' OG. B' CMu 1/2' GYP. WL. BID .—� WOOD BASE a. , L_j W/ WINDOW OPENINGWINDOW OPENING FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW&.0 ON O.S.B. SHEATHING OR }'COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -EN G TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a. . B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (SZ)OLAYER iUNDERLAYMENT SYSTEM SCALE. 3/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6751 Ae Lri ► �e aa,a raw G.0 LGw 2B GAS LINE THRU BLACK GEALG.:O'.r.GY FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON I' CIA& SHEATHING OR }' CDX PLYWOOD SEGARED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VI' INM 2 WAT - POwILA1O O@G8Q PLMTM APPLIM OII1lOAT' M MAGONW v" Rea. TO ACIW o& ATAWO TO rat CBLL AS PAR APPRIPIGOOIW eeALAwr mm s GARAGE DOOR JAMBS p� SCALE: 11/2"-1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG LLG.TRUSS CONT. 2x RAT RUN SECURED PER-/� STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4J NSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FUPNAWNG- STRIPS • 24' OG. 1/2' THICK, 2 COAT— 1/2' GYP. WL.190 - PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY V-0' FIN. FLR 1>t• aMu a. .'a • 4 �W/ WINDOW OPENINGWINDOW OPENING n FIBERGLASS SINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.l.1 ON l' O.SD. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE Tom• MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \�P -ENG. GABLE TRUSS `—WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0-0' FIN. FLR a .. B TYP. WALL SECTION ke NO OPENING 5 1-STORY GABLE BLOCK WALL .� SCALE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdeoWngroup.com AA M: 0003328 i r w c gg SILVERADO LOT #7 BLK #17 PnOn=T# 04 2-07171 xopzu 4EBB "1828-CALL" GAlRAGN OWMW k RIGHT PAGI DETAILS 150 MPH EXP. B A -DOLTS 4' EP 011CtS T MN EVENLY FROM FLOOR TO 17�m�■�Li��mmmmC ®I \I // I® LADES 2x6 6IJU40E DOOR DUCK W/ (S) ® J6W A-BOLT6 4' O'lQDMD'R MN UV 2 W'4 WAANXR AND lilt SPACED EVCILY FROM FLOOR TO OARAdE DOOR NM U4 JOINTS PRIOR TO FILLUJ6. 1.2XS Pr BLOCK • GOITER OF ® DOOR MAmm WI(U)1'XS' J-DOLTS 4' VNINOFAR(T Lill 2'W'1a' UAAGWM AND NUT. .4LL L DEN ACCORDANCE TO MANFACTINERS SDTALLATICM 1OTRICUONS &0 EM SUCH SDTRUCTIONS ARE MORE STRRtlIM GARAGE DOOR 1 BUCK ATTACHMENT .c.As—w' W LA NAW OR r)O' P.T. NAILER Ix4 P.T. OR Yi X4' MIN. SECURE THRU FRAME 4 EXTEND W41 INTO BLOCK ❑ W/ V&' TA,PCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 3" MIN. EMBEDMENT 1-Ys' WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING '`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4*) DOOR JAMB TO BLOCK +3/4 OR +5/4 RWDOW M HLOCK +3/ OR +5/ A SCALE, KTs. 2X4, m SECURE TO I5LOCK W/ 11(I,' TAPC," OR (MIN. SHANK SIZE J45 MIN. WEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 IV OG. MAX SPACING. 2X6,® SECURE TO DL WR- TAPCONS(MK 15SAW, SIZE J45 MIR HEAD BIziClADO MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 S• CI`Ml IS' Or- MAX SPACING. JS DRYWALL 2X8,® ❑ I'X4' OR I'X2• P.T. NAILER SEA BLOCK W/2-i(s' OOR CASING (MIN. SHANK SIZE J45 MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Ys') TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. I8' Or- MAX SPACING. 2X4m SECURE TO BLOCK WV• TAPC0NO (MIK SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2x IB" Or- MAX SPACING' MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-1NF' NON-STRUCTURAL T'APCONS TAPCON MIN. 1 Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT IYi) •DRYWALL WITHIN 8' OF EACH END 4 15' O,G. MAX SPACING. OR 170' P.T. NAILER ® 2X8, ❑�r41XW BEAD BLOCK W/J-Ya' 7(s' ObUB. X 4' MIN. (MIN. SHANK SIZE .145 DOOR MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y4) ATTACH TO 2X PER WITWIN 8' OF EACH END t MANUFACTURES DETAILS. IB' OZ. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK+- +1-15 1f C SCALE, KTA. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN e' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2>(& a SECURED THROWW SECURE TO BLOCK Un-%* NON-STRUCTURAL-'W TAPC0NS TAPCON MIN. I-y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO ISLOCK. MIR WEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CM 8' OF EACH END 4 1S' DRYWALL IB' O.C. MAX SPACING. 2X8m I'X4' OR DO' P.T. NAILER SECURE TO BLOCK WQ-i(s' CASM TAPOONS (MIN. SWANK SIZE .145 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EM15EDMENNT 1 Y4)—ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS.orMAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V) NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR JAMB TO BLOCK +1-1 DOOR JAMB TO BLOCK +2 4' yC1fIIi_pQl/ TO C C + - n �Q1F TO BLOCK +2 1!4" 2X4® SECURE TO BLOCK W/ 3(s' TAPCON8 (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT IN) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X IV Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROU5W NON-STRUCTURAL 8E BLOCK W/2-i(r TAPCON MIN. 1-y4' (MIN. SHANK SIZE J48 EMBEDMENT INTO BLOCK MR READ SIZE 300 cm MIN. EMBEDMENT 149 DRYWALL WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. •X4. OR 1'X2' P.T. NAILER 2XBm SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IVOZ. MAX SPAC_W- MANUFACTURES DETAILS. NM, SM 01®o W ru.s+womo NO WCMJVJ DOOR JAMB TO BLACK +3" E E, N.T.S. 2X4m SECURE TO BLOCK UY )w TAPCONB (MIN. SHANK SIZE -J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X&am SECURED THROUGH SECURE TO BLOCK WR-IW NON-STRUCTURAL TAPCCta(MN. SHANK SIZE TAPCON MIN. 1-Y4' 145 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MUM. EMBEDMENT I Y4) 8. OF EACH END 4 8. CM Yl• DRYWALL W Or- MAX SPACING. 2X&cm I'X4' OR MO' P.T. NAILER SECURE TO BLOCK WR-%* 2X SECURE TO TAPC:ONS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 Wl(2)12d WITHIN 8' OF EACH MIR READ SIZE 300 END 4 6' TO 8' O.C. MAX MIR EMBEDMENT I Y4) "-DOOR CASING WITHIN 8' OF EACH END 4 M DOOR JAB IN OR WDOW 1Y Or- MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AB NEEDED TO PLUMS JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3" F 2x4m SECURE TO BLOCK W/Yi TAPCONS(MIK SHANK SIZE 145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y49 NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 IW O.C. MAX SPACING. SECURED THROUGH 2X64>m NON-STRUCTURAL SECURE TO BLOCK WA-V4' TAPCON MIN. I-Yi TAPCONWMIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MR HEAD SIZE 300 S, cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. I'X4. OR i"' P.T. NAILER 2X8sm ❑ SECURE TO BLOCK BYI-1/4' Yo' OSJ3. X 4- MR TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MR WEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER W O.Z. MAX SPACING. MANUFACTURES DETAILS. MM,SMAO, W�4w•moxoro,ese Y! DOOR JAMB TO BLACK +3-T/18" R K +3-7 C' SCALE, KTs. 2X4m SECURE TO I5LOCK W&4 TAPCONS (MIN. SHANK SIZE .143 MR HEAD SIZE 300 MR EMBEDMENT I Y49 WITHIN 8' OF EACH END t NOS, STRUCTURAL 2X O MAX SPACING. MUST SE ON OUTSIDE 4 2>06�IB' SECURED THRO UGH SECURE TO BLOCK W/1-V SECUR NON-STRUCTURALTAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MR READ SIZE 300 MIN. EMBEDMENT 1 Y49 8' CMU WITHIN 8' OF EACH END 4 A' DRYWALL IB' Or- MAX SPACING1•X4. OR 1"' P.T. NAILER 2X642so SECURE TO BLOCK WA 114' ' P.T. X 4' MIN. TAPCONB CASNG (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMBR OWINDOW WITHIN 8' OF EACH END 4 TrACW TO 2X PER IB' OG MAX SPACING MATdJFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" H 11Di K +3 3/4 ' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-7744078 wwwAbdoskgngmup.com L AA #: 0003325 a W W Q 0 o S avSDIV ae mmm SILVERADO LOT #7 BIK. #17 PLROZWT 04 28.0 -07171 MODAU 4EBB "1828-CALI" OARAGM DWINO2 RIGHT PAGMCs DETAILS 150 MPH EXP. B DP TM 10/09/19 SICAu.W. 1/4"=1'-0" slim= D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) 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 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL1732S.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 22019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL3S332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FLiS353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 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 1S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01./2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 1326S.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/3V2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W. FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T744078 FAX:407-774.4078 www.abdeslgWoup.eom L AA A: 0003325 , ^ �$t I I i �W L Q� � 0 o a atymiv. as LOT: SILVERADO LOT #7 BLK #17 P1ROJWT 04 8.0 - 7 71 moD110Le 4EBB "1828-CALI" GARAOR 1111MU S RIGHT PAGW. PRODUCT APPROVAL LISTING 150 MPH EXP. B . ARCHrtECT= WrATE OF FLOMA iW,AAR N DA ' 10/09/19 •OALIM 1/4"=1'-0" axaRT D3 MD 0171LD SNALLCE WRAP SMALL LAMED A MNMIM Cr 6' • VERTICAL LAM (ROLL 4k4. 6ELP•ADIERNG MEMBRANE PLAGNIM (COITATIME WV 110116E 6 ENDS) N 6' a NOMZCNTAL LAPS. ALL SEATS NEED TO EE TAPED LATH VERTICAL LAP TO BE I' WRAP MATERIAL) OVER APPROVED NOM At MTN PORTIBM SMEATNNG TAPE FLAAMM TO EXTEND ONTO PIP! I / i' LE60 MR 6516` BELT-ADIERNG N'@'bRbE PROOFED CONTROL JOINT i —"' \ j' TMICIL ! COAT CEMENT IN NFENETRATIGN '.'. TIBLC W/ 1IOUaC 't:..'t ::...: PLASMMA ` \ RASTER �: MATERIAL) I OR4P MAIERUU OVEI! 4k./' MANSE OF CONTROL JOINTO T BC WRm TIED TO LATH • V / \ ,,,,,: :y OW -A X49100 MEMBRANE FLASMNG OVER APPROVED = MAX (VERTJ. NOTE, URB LAYER 9. FORiMDEItt ;':.:y;;: ?;, ::; MOUSC DO NOT PASTEN CONTROL JOINT TO BUILDING PARR r nN LAP • Na..0 uTw / \ WRAP. R-AENwn Te EYTao aNTe PIPE 1441 N. RONALD REAOAN BLVD. WALL EVEN P STUp EXISTS LONOWOOD, FL 32780 BEYOND EXCEPT !TARES UV MA APPROVED FETAL LATH PAAS (V[RTJ = MAX (y • PM: 407-7746078 T@! ro 'I X X X FAX: 407-774-4078 DURNS INSTALLATION WRE LAYER CUT AND OYMN-AP ONE SIDE OF wWw.abdealpfoup.com 1V13TCNERA TO BC • T' OL. MAX VERTICALLY a STUCCO u:eAP METAL LATM I SELF-ADFERMS nB•eRA•E PLASHING �I q!T ANDOVERLAP aE SIDE or ERNS FEMbRATE I'2 AA S: 0003325 unIND sNeATMINr. UM LAYER i' MI&3 COAT CEMENT STEP STEP �N� ti SnIC00 McAP I RASMR STJ ureR t StUCfO IIIaAP �p c a! .aF n Ml6 LAYER h, PORTIFIBCR / I METAL LATH ��AYER�. POMPIOM l� OULUi LATER 4. POR(POER MIN.DIIIS PAPER CK / I WM LAYER'! 61U000 WRAP _ M-40 BELF-A N 4W' MEMBRANE RJNSMNS ��-W*a MEMBRANE INSTALL FASTENERS (CLEFS, OVER APPRDVCD LATH SKULL NOT WOOD SIEATMINS 6 -to mom NoueE uwAP. v ro v r To v M C4"IKACWU6d1 I "MiU mcum R.ASMNm, m lYran OreTWPWPIP! L /i PIPC/ UARE f0 FRAMSI6 4k4' GW-ADNERN6 JOINTS BUT SNAIL BE !TOPPED AND R.A!NING tlg APPROVED TIED AT CACTI SIDE. x I �� r m1 un+ PER Aam CIBia / PROVIDE AT MAX 6 IS AP, a• o e • R Aaalt4s m lMEwn Oro PIP! T nit PT ACED FLAT MAX. 6TO 1111 xi LAP FROM CONJOINT JOINT MEN NOTILL e � / � GONTOOL JOINT PALLS ON 2 'R LAP �' COINT. BEAD, CP Bill A, L PA6IENERS FOR t uTN To BE a:AIL6 obi _ enacJURAL 6TW ecALEr I vJ .r o INSTALL APPROYM MCUEe ~ AIR STARES N C WFLIANCE SV A61M C 063 INFILTRATION SAMWI% OVER 2. WME rE0 TO Oe (NO. w AA4Ta' WII Iea�• i SWSATNING !WALL � IMMM PPER � / CLAOTONERIG COATING OVER Ill11 C.Y. PNOM (6n TYP WALL SECTIOW VERTICAL LATH M14 Z l2 p 7 & PAPER DETAIL \ / ED= STIRS SECTION PER SECTION�a�p,,� EaiRINr IrS1YE e1M�—balalla NOTE, SWA1NINS Exterior use of portlene cement phMer SIDE LAM GP METAL eNa oornply with tlbappbatlon PLASTER BAKE SMALL requHamerte of ASTM C M&12A O BE 6CQIRCD TO � r nu Installation of exterior Wlip rw aanip ta T 1 "M" TYPE CONTROL JOINT HEY SMALL M TOED 1'71'ECRa. LAP BETWEEN al�glM shall comply wXh ASTM C 10e317A WITH AA4T0-114. (UI-FM) STUCCO M' LAP • LAN WIRE AT INTERVALS NOT a• LAP . PAPeP Mom THAN S' f2494-1Md 0 AS RR A61M GI063 Di Lam• •rt'A �2 a D •�'A AS 8�T7e' PPENETRATION DETrAIL (FRAME)LCIERAM.".M NOTE, Q KICKOUTPOIR PAIR OPMARSIN was LAYERS, NEARSHORIZONTAL LATH . DETAIL MAY BEPATCMCD & PAPER DETAIL WA40M ~TAPE TAR PER MANAP. arm on „OLD PEEL N STICK .. OD NeYIO • ® L PCLD NaM1O . Pc. WOOD SHEATWIW-v OR CMU L GTrAaa .IR.O LCWAAM is s' WRIS LAYER al, L MUM • Pr. e % STUCCO WRAP (FRAME ONLY) L CIOAM • R. C N. POW PT. C "M R. ! TILL. Pr. C TO Caft ® `mPLA'a ® �' THICK, 3 COAT CEMENT CEMENT PLASTER(FRAME), E), 1/2') GOAT LEGEND CEMENT PLASTER (CROW) METAL LATH (FRAME ONLY) r a LAP WOES 4 TAPE OVER DRAINAGE PLANE (WRB T. aorTeM ROOFNJALL SCREED tiMaE wTw,tye LAYER 01, STUCCO WRAP) E' aaFROLo'oQ 3 rT„,�,IN,ATo". ? 5'X5' 'L' TYPE CONTINUOUS WRB LAYER °2 (FORTH=IBER ...... — — — cm, wTlSe 'St,(cw•:oarr GALv. METAL FLASHING `Q �'wF w (NAIL TO ROOF DECI�,NOT BUILDING PAPER) WRa *A P 9, PAPER MBSR WALL SHEATHING) BWLDNS PARER nlaera par) WRsumea CAP SHINGLE - DO NOT NAIL, METAL LATH X-X-X-X O1LT' INSTALL WITH ROOF CEMENT sveDly ae LOT: SILVERADO LOT #7 BLK #17 PAOd=C 04128.002-07171 MDDZL: 4EBB "1828—CALI" OGARAON DWIN s: RIGHT PAOM: WALL ASSEMBLY DETAILS 150 MPH EXP. B L,1P urEar 411in at T wait o•aa twLw tti,taaE, atop 2M STUCCOARCHrrECTs Pit" an cm ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING T 1 0 \ SELF—ADHESIVE FLASHING NOTE METAL LATH: LATH TO BE PER SECTION P110 LAW A, 9070 CPA R ,gy m `dR R703.1.1 / ASTM C-84l—m9 MIN. 2.5 LBS. PUINT _ 10/09/10 DWRDa dffi 01411 T "°" PER SQ. YARD (UTILITY OR NOMINAL DATA w.T�milLTPAIMA PYTl14• �. NMK "L" FLASHING LATH DOES NOT MEET SPECIFICATIONS) si1MsT I/a•�I'—o" N.T S. W A 1 INSTALL 6' SELF-ADFERING MMMIN rSMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. b' SELF ADHESIVE SEnIEN'= OF FLASHING To BE, L BOTTOM. 2_ BIDES. 9. TOP OVER TOP i SIDES CAP le TO BC SET IN DEC) SELF WOOD 84EATNMG OF SEALANT AT TOP AND FLASHI1�Ks LAYER M, SIDES ONLY. SEALANT IS TO BE UNIT STUCCO WRAP TOOLED SO AS TO DEFLECT . WATER AWAY FROM JOINTS. LAYER 7, FORTIFIBER 1441 N. RONALD REAGJW BLVD. E-Z BEAD ALL AROWD PREMANUF. DRYER BUILDING PAPER LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407-774,5078 r ; JOINTS AND INTERSECTION CONT. SEALANT) F CONSTRUCTION WOD FAX: 407-774-4078 www.abdosWkgmup•com APPLY SEALANT AT F'ERMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ,�—FNISN FA6TBd TO WOOD STRJCTURAL rtlMbE • �' AA S: 0003325 Old AL SL 1 ES,Y4 CAULKNG • JOINT MAx ALL AROUNC SEALANT • � R oc. Is'TOP I 1 SIDES K' TOXI MID-w.u. I I PER SECTION R70&7 --- I Etderlor tin0 and Dhimbse w Ia0 ecement planter BACKER ROD I I Exterior use of th application shell comply withthe application 6 B DRYER VENT (BLOCK) ', — requirements of ASTM C 92612A. 2 6' WOE STRIP SELF Installation of exterior lathing and framing ' . shall comply with ASTM C 1l)&3-12A. 201 ADFlaNE FLASHNG, CLEAN 'fa. MASONRr IeEFORa APPLYN9 UAR6 LAYER °I, TEXTURED STUCCO WRAP ' HOODED VENT BUILDING PAPER FWSFI MABONIRT OVER %1UI 'IC FLASH'®HORIZONTAL WEEP SCREED COAT CEMENT R3 - -� -1 (FRAME TO BLOCK) METAL LATH — — WRS LAYER V, FORTIFIBER PIPE THROUGH WALL BUILDING PAPER I\ WOOD 61 EAT14MG ° of z a t U • b s a O bItr-' f'' IV H El APPROVED 41E OW P BELOW WRB LAYER h, STUCCO WRAP T C. ME TER E ER FIELD I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE '0' FELT MEMBRANE FLASHING ENTERS DOX, _ OVER APPLY STUCCO SCRATCH COAT APPLY To FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. WOUSEWRAP METER WRB LAYER 02, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED STEP #3 WITH RIGID POLYMERIC STEP #4 LEGEND ISOCYANOTE-POLYSLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTO'ERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATIPKs OVER LAYER 01 STUCCO WRAP) THAT ELEC WIRE PENETRATES STUCCO/ C.V. FINISH (SEE TYPICAL WALL sum :Jor SILVERADO LOT #7 BLK #17 rROamc 04128.00 -07171 4EBB "1828—CALL" GARwos NSWIWda RIGHT IPAON: WALL ASSEMBLY DETAILS 150 MPH EXP. B APPLY E-Z BEAD WRB LAYER 02 (FORTIFIBER - - - - - cc,R�Acs= aMl" SECTION) BUILDING PAPER) AREA TO RECEIVE ° ° METAL LATH ED OF; STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH x—x—x—x RI 1 COAT OF PAINT W/BACK- JOINTS AND ROLL PRIOR TO TSTUCCO ELEC. METER INSTALLATIONPROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - - - - - DIScoNNEGr STEP #5 STEP #�o s NOTE: ELECTRICAL RECEPTACLE DAB io/os/is METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O sCALM:1/4'=I'-o• R103.1.1 / ASTM C-841-093, MIN. 2.5 LBS. O PENETRATION PER SQ. YARD (UTILITY OR NOMINAL s�snTT LATH DOES NOT MEET SPECIFICATIONS) Tv Y A2 LEGEND DRAINAGE PLANE (U)RB LAYER 01, STUCCO WRAP) U)RB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING VADW SHEAT14M6 W 1,lENSTIV! / eaATMEN aelEle SIeTIVE /40/ �\ YPS�REVEAL �� ///� ` •'SELF•I,DI$RN6 / r FLASHM6 a SFLAGWM HEptM t 4 WEA5APVtTW�RE06TW STARTER STRIP \� UNATHEEIR MMOTIVE ifil5m on If SPLAM1RliADHLRNS dJLV'D METAL —""— GALVT) METAL•:• FLASHM �a•FLASHM6 i9wx pR / t MCI"El Or! SGAP EALANT V 066Q SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407.7748078 FAX: 407-7744078 www.abdedgngroup.00m AA 0: 0003325 L I It iLLl c n eumly. er LOTr SILVERADO LOT #7 BLK. #17 041 .002-07 7 �coa f 4EBB "1828-CALM" GARAam DIVING : RIGHT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B I 1 1 1 1 \ \ —2x6 SUB -BAN}) W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' DRIP EDGE 1/8' TEXTURED FINISH • WOOD I/S µ In' TEXTURED FINISH o CMU r I\ I\ I\ \ 2>0 Old I \ I \ II V METAL FASCIA \\ J WRAP 16' FROM \ STUCCO, I' FROM \\ ------ a WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \ _i . �� \\ a. \\\ NOTE: NOTCH FOR 2X& 11 \\ SUB BAND ONLY \ 1/6' TEXTURED FINISH • WOOD. V2' TEMINIED FINISH • C"IU METAL LATH I. 'IUM LAYER h, STUCCO WRAP(PRAME ONLY) WRS LAYER 02, FORTIFISER BUILDING PAPER (MtAM ONLY) ic\ ROOPING CEMENT DRIP EDGE FL AN B ---METAL KICK OUT © (—ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) 26r\ DRIP EDGE, I' OFF WALL __i\vNOT INTO STUCCO) TEXTURED FINISH • I WOOD, 1/2' TEXTURED FINISH is CMU / 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL ® WALL 6ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/0¢'x4' NOTCH O END, WRAPPED IN PEEL 4 STICK ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY ®E L E VA I (ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' •f OFF WOOD WALL 3• x x x x x x x x x x x x x x x x x x x x x x x x x x x - FRAME OR CMU PRE-ENG'D TRUSS t0 BE CUT a x x x x x x x x x x x x x x x x x x x x x x x x x x I .,, '. ` ' WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x -' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x ;....-::.:..... - ' ' �••-:`� 2'x4'x4' m' xxxxxxxxxx -i' = � DRIP EDGE 10 SCABBED TO TRUSS x x x x x - x x x (REFERENCE POINT W/12d NAILS 6'-S' x x x x x ONLY FOR WALL OFF OG. MAX. x SET OF COMPONENTS) 2x SUB -BAND Wlh'x4' NOTCH ® END -- ; METAL FLASHING, WRAPPED MIN. Y" ABOVE BOTTOM OF - DRIP EDGE 2x SUB -SAND METAL FASCIA WRAP W/t1 'x4' NOTCH WRAPPED IN ®FLAN PEEL 4 STICK DRIP EDGE EXTERIOR WALL -ROOF CEMENT a (FRAME OR CMU) {GOOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK-OUT 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 $ L 3 All lu 0 I I aumIV a IZ SILVERADO LOT #7 BLK #17 pa ��- 7 71 aroasss 4EBB "1828-CALI" 0AR"M BVIEWCit RIGHT PAC& WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B PUDIT DA10/09/19 6CALlk 1/4"=l'-0" WA6 'o-' 28'4" -4" 9'-8' 9'-8" 15'-10' 3'-4" • — —FM-12X12 — I— — — — 1 — — — FM— — _ — — _ I� 1. . b 4•CONC. I I� SLABu. a ¢ g Ow J a +3 12 1,-(r LF-24X24 l 10' 0 10 I • r 1 FM-12X18 XTEND 1. I SLAB 1 1/2" I• I .I IO I I' SLAB n I Ix ILL I I . I I• 1 4" PVC b J%CHASE I 1- — I "2'-8" 17'-8" 5 3'-(r I I I a I io N -EX I ---- ,' SLLABr1D12 2 14" CONC !2 FM-12X18 1• ,SLAB o W) x r I . 1 4 3 12 N al LL I T-4- I U b 2 7 12 1 1 ' FM-12X18 _ J MC-12X78 v FM-12X18 FMC-12XIS 4 4 21'-4" 4'-4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 3 1. FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETV%EEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. MNDICATED #5 BAR, 8NDICATES #8 BAR, 8DICATES #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", #8 -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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'$ 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.530.13IASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530.13/ASCE 5.13, USING: Pm = 1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C476 GROUT MW PSq, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" OIC MAX. SEE PLAN FOR WVW M SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx88 1.4OVER GENERAL 3 12' a MIL VAPOR MIL 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 Tr-1 8" SEE PLAN 10' -(2 #5% FMAW2 IT CONTINUOUS 12, (2)#5's FM-12x18 17, CONTINUOUS 19, 2 FMASX18 Is" CONTINUOUS 18' (2) +0•-0^ FMC-12x18 12, CONTINUOUS I - (2)#Vs F-24x24 24' 24" 12' s s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 .°j.. i C, C 0 m roar SILVERADO LOT #7 BLK #17 04 8.0-77 MOD A "1828-CALI" GARAGa 81WIM 2 RIGHT PAGI FOUNDATION PLAN 150 MPH EXP. B rpumT Dw10/09/19 aCAUD 1/4-=1'-0" s»r s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED — r FT CELL SEE PLAN FOR SIZE AND a CELLSEEPLANFORSIZEAND'•!' c .•• r. ! 0 SPACING REQUIREMENTS SPACING REQUIREMENTS . '— — . GARAGE DOOR w N 1e:-... 0 r . I! RECESS e w O �a m� v a Ktp W ¢ a r FM r' 1 O W z B" CMU WALL Oo 6" CMU WALL r BARS, SIZE AS yp @! g Z m .- -0" INFCOROU DATIION WINER A, TH 30' LEG EAE CHW M b •- a 9 ! vl WAY AT ALL CHANGES IN DIRECTIONS N N TOP OF SLAB M •' TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS .: ,. . is v.t MATCH AMOUNT OF CONTINUOUS BARS ° EXT. PORCH SLAB W/ 1/2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) #3 10 • EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER . �!I, If ! P. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7=p! A7 ELEV: 0'-a' JOINT (WHERE ,p.! 6" CHAMFER (2-STORY) p4 24" W/ 1/2" ISOLATION (I -STORY) , 6" CHAMFER (2-STORY) ! APPLICABLE) z SEE SCHEDULE 3a' JOINT (WHERE. •! e` EE SCHEDULE ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE OB 36, APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY g AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UD #7 42 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:34"=r-a' scALe.3a'=ro CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 . aCALE: 3/4"=1'-a' SCALE: 3/a''=1711 LAP TOP PLATE A MIN. OF 46' - TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON ]!LAP AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Ip I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED OS N NEW REINF. BAR No 2 STUDS SEE PLANS FOR BE B7. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE W/FLANGE BASE O IL SECURED W/ 2- PART K S EPDXY, MIN. EMBED SPACING. SINGLE BTM, PLATE 1/2"xe" WEDGE ANCHOR W/2' TO PT. PROVIDE DBL TOP BTM. PLATE TO BE PT PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO a Q S", UD TE WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1/2" EMBED. MIN. 16' OC SLAB W/tOd MASONRY 4 FOLLOW ALL MANE. = SPTH6 BTM MAX USP SPTH4TOP NAIL 16" O/C STAGGERED. �y SPECIFICATIONS FOR N USE AND AT AND TOP PLATE ANCHOR8 WN ADDITIONAL METAL CONNECTORS DT SECURE FLANGE TO = m H PREPARATION 10d x 1 1/2" COMMON NAILS REQUIRED WHEN D BEW/(4)1/4" X 2 1W C7 HOLE. FILL ALL HOLES, DO NOT USE y m UPLIFT IS PRESENT, TAPCONS W 10d z 3" W y1 SLAB SCHEDULE SEE SLAB SCHEDULE [SEE TOP OF SLAB • • - TOP OF SLAB � 4" CHAMFER (I -STORY) 'A , 6" CHAMFER (2-STORY) . °° • • : "�' ..f-° . EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WXD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SGALE:34"='� MONOLITHIC FOUNDATION CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 ,INTERIOR p 8 6CALE:3l4"=1'-a' SCALE:3/4"=1'-a' (W/ UPLIFT) SCALE:3/4"=i'-(Y' (NO UPLIFT) LAP TOP PLATE A MIN. OF 4&' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING � WALL W/ SYP No 2 STUDS SEE g a PLANS FOR SPACING. SINGLE O } BTM. PLATE TO BE PT. SECURE ST. PLATE TO t PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL 16" O/C STAGGERED a W U_ ADDITIONAL METAL CONNECTORS NOT N REQUIRED WHEN NO Q 8" CMU WALL UPLIFT IS PRESENT. Z •_ a - POURED LINTEL CONT. (7YP.) �• 6" CMU FILLED CELL (TYP.) -•'p" �^ TOP OF SLAB 6EE STAB SCHEDULE � 2X WALL FRAMING i SEE SLAB SCHEDULE 1/2" DIA. USP 7250SD BOLTS 5' 70P Of SLAB Z Z "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND POURED MONOLITHICALLY VATH 16" O.C. VERTICALLY MAX FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .: FOR BAR SIZE FOR WxD, BAR SIZE AR AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE:34"=1'-0 (NO UPLIFT) SCALE: 3/a" 77. 11 SCALE:34"=1'-a' -i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.7744i 78 FAX: 407-774-4078 www.abdeftWoup.eom AA M: 0003325 all 8 W G 0 j summ ae Lam SILVERADO LOT #7 BLK, #17 P1�OJ�OT 04 - 717 xoa� 4EBB "1828-CALM' oARAOR OTUN : RIGHT PAOW: DETAILS 150 MPH EXP. B a � 10/09/19 *CALM: 1/4"=1'-0" S1.1A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH:407-7748078 FAX: 407-774-4078 www.abdeaWWoup.com L AA /: 0003325 O W. Magill 9flT3.11. summ aLoa: SILVERADO LOT #7 BLK #17 Pm4wT 04 ,00 - 7 71 MOD3m 4EBB "1828-CALM" GAMAoa 61rEW : RIGHT PAOI DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" - V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM g fV °+ a CLEAN OUT REQUIRED FOR INSPECTION TIELERTICAL REBAR °," 2 • TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 148 BAR DIA ZIX %3 16 Ill f >O #4 24" U %5 30 #6 36' #7 47' HORIZONTAUVERTICAL 0 REINFORCING EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED _ a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Lu Y J a 00to .� Z 6" CMU WALL � o M _ 4 �r ur sine EE SLAB SCHEDULE Z W° BAR SIZE 48 BAR DIA > 4" CHAMFER(1STORY) 1S, M U 6" CHAMFER (2STORY) • #4 24" Z ATCH STEEL ° #5 30' 2 REINFORCEMENT PER SCHEDULE 8" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR. BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" #5 BARS FE-I 0 t 1'-0" a E 4 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosoVoup.com AA #: 0003325 as StnmDIV so MAIN SILVERADO LOT #7 BIX #17 04 128, 47171 kOD=L 4EBB "1828—CALI" GAMAGN ewnM: RIGHT PAGI4: DETAILS 150 MPH EXP. B =CAI. 1/4"=1'-0" S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 11T HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 11,7 HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 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 REVIEWAND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2( MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER a 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. BEAM SCHEDULE INDICATES OPENING BELOW I T.O. B. = TOP OF BEAM / S.O. L. = BOTTOM OF LINTEL I 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 (�) WxxFFr REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 axe 1)46 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 68 SAFE LOAD - POUNDS PER LINEAR FOOT r�� SAFEPL D 4-0-Soo,SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 41lt0a 1H0a NMa atim Nita TYPE LENGTH am ROMU TYPE LENGTH PO4T N44R WUAT wuar Flow I NM4R wam IN40.41 2vrar N24tT N224T N3s2r N4NT mmw BAN twe4e N1141 Nos4o 2N0.11 N21a Nsn 0s2 6 8'r (41') PRECAST 2ffi1 31N orr em o1N 1114 m tmt TronPRfiCJ1BT t02b 7024 me�!' (4Zj PREOIBT 1w m Nowa14 11os NM tee, m 41s No MIT so Ma tm1 m m N0 4w m m ten M PRECAST i6a m+ 21N m2 4m im "m ow fr (4n PRECAST m m1206 4'r ( PRECAST m m m2 2M 4m 2m M4-0• m 410 ate "a aN "m It" m m: m2 aN 4m m1 are 4"r Bin PRECAST iBa 1m 210 m1 2m 4m Na mt fJ' PRECAST Ba BBt 1078 4�' a49 PRECAST m as 2M Ills 404 4H1 wo till 4m Na rM 2m 1aN 1N01 m 0a NN 1m 40a 4TN sm B4' 1649 PRECAST 1217 1m tm m all 2m 21Y 40 B< R4'1 PRECAST 411 411 746 Br lam! PRECABr tM , ms :m as m 4m m m m TNT uM 1m un m m m 4m s-tp (my PRECAST ion 110 Im fen ON 2m 2m 2m s-Iv (7a•► FttBCAeT as aao ate ana {1a► FtgcAer Ill 1 NM riT mo Moo M, wzd 4m N em m m m2 220 2m am 4m sr Ite9 PRECAST Ba 4m 4r (16'1 PRECAer eo7 721 468 sr {� PRECAST m mmr are wmN om10 tow m 14a m m1 2m rm11 vu ra On PRECAST 70 1011 as m m m NN 2111 Tr � PRECAST 424 684 2a rr p09 PRECAST TN 2m Mt 1r1 2w t1a Im m7 TA m m mi 2m m7 2m 1rs• ntr) PRECAST ee4 m 1140 N0 UK Na 2m 011 Cf (112y PRECAST 276 612 28o W r�• (tt1) PRECAST nn 1os , 1 N6r rn m m MN iw aM eN w m ,M , 2w 2M 16V• (12" PRWABT 4ffi M m wT 2m or" 2m 2m 1Cr mn PRECAST so 401 160 18r (t2r) PREC418r m m M , w, m m m m 2M, m w ,m un 1m m Dos i1V' (16n PRECAST 2a m M m 1M 2M 3W 4w 11'�• (16n PRECAST 260 462 1li4 114' ptln PRECAST 4N w m tm 1N 1m m M m 1M 2m Na 4m 4" 407 m ,m ,Now Na 11'-0" {14n PRECAST a7 M m m /w 2m m tea 1rr (ton FREOA6T as 4a 182 trr (ton PRECAST a0 40 A4 m 11 , ,m m m m m 2tw m m ae m M m 1 m mo 1614' (16n PRECAST 216 4N R 4M tY1 m aM m 1ST• (76n PFECA6T 217 924 110 12'r Pion FREChST 4a m w 70 1M 1 m 4N is ,m N0 m a,e m m 40 m ,tw u1 1 m 1" tlen PRECAST 2" 1a m m x1v 00 tfr (16n PRECAST 2.06 203 too 14'r ON) PRECAST w m m T21 m 1 1m 422 m m m uN 21a m2 410 m m imd , ,at 1fr a7n PRBSr NA M No M No M M M 1fr (17n P NA M81 xr pm FRBIIIEtsb® m m w m m m m modd m 1 m 11" 11N 1M4 m m me m tw >M >1a �r nos'► F N.R. M M M M M M 1614• (16n pmuilimemEC NR. 280 as 76'-4' (16n PREBTREBB® w Zee its m m m O m m , N1 1 m 412 m m m 20101 m/ " r tr(IMP) PRESTRESSED NA M M M M N1 M /TM' (206'1 PaES.MmED NA 104 64 1r-c 0m PRE N/ IN m m m m w 740 m to m m m m m m Na 22a 7I" am PReeTRaeED NR M M M M M M M t64' t�'1 PRBSI ED NA 146 & 16'4' Mn PRsmeeeED 10 1N m m m m 4a m M 841 M t M m m 40 m lost m we am 2114 Ra') PREQIREaED NA M M No M ') PREBTRSi6ED NA 1ffi Q 21'i' C�9 PRE8IREBBED 1H w w m m v2 m w 4M »1 m w oM m m m m w 11% m Na w-v Own PABN nmw NA M M M M M ffi-0' p64') P NR 116 IO n10• Wn PIGBIREaED w 1N m m 411 m m m ri m w tM m m w m m m m 210 ri M m 418 IN 40 m M 24,0 amPRSBtR@aED NA M M M M M 2440' PINY)PRE87RBBBED NA 81 a 24'r f') PREpRN6ED 4l/ m me 4116 as m M >s m 40 on w m 1m (o) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAM FROM SAFE LOAD TAKW BYCABPCIIETE WV 2016 EDITION -PRECAST PRODUCTS INY ME918 M NEETOR EXCEEDVALUES 8TATEDAEOVE -ALLPRECASTPRODUM ARE TO BE I NTALLED PERNANUFACnM BPECIFICALTOM -PROVE MMIN INIC OF BEARNB PART SACH BETE OFVANDOW OPENM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE 0: 1"12&03 1 1 ♦♦♦ 1 1 1 1 1 ♦ I 1 ♦♦ 1 1 ♦♦ i 1 ♦♦ I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 � 1 2 1 Ir t 1 1 1 1 NO, PROVIDE 861 WHERE 1 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-0", UNO. 1 1 1 1 1 1 1 1 1 J 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 i 1 r; LLI 1 1 1 1 1 1 1 1 1 r------I a 1 1 1 1op�♦ 1 ♦♦ 1 i ♦♦♦ 1 14p♦♦ 1 1 j ♦♦ 1 1 � 1 4 1 1 1 1T/OMAB 4#, 1 � I 1 �♦ i 1 1 ♦♦♦ 8RF8-1T/0M/0B 1 8F18-1TlOMr08 1 ♦ J# 1 L-------------- LIFT BEAM PLAN SCALE: 1/4" = 1'-W 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 BF28-iT/DMNB 1 1 1 --------------J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes*igroup.eom L AA#: 0003325 M pp C b �7( JUW O 5 gill di sv>�iv ec L4oa� SILVERADO LOT #7 BLK. #17 FR0J=T 04 2 . - 7171 MODULI 4EBB "1828—CALL" GARAOX 8TnXCk RIGHT PAGM: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B �� 10/09/19 OCALM 1/4"=1'-0" 11mr mT s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BONO BEAM VERTICAL REBAR W/ 1W HOOK PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT, 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 45 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. E SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 15" DEEP. 05 BAR IN BOND BEAM S'S IN2 WIDTH /BEAM COURSE D BOND BEAM COURSE CORNER 1 o.ot o 0. Q� 16-1 T/1 M/ B NOMINAL�� HEIGHT # OF #5'S, TOP BOND BEAM COURSE REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT # OF *5'8, BOTTOM THAT XFXX - iT/iM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL SCALE: 3/4"=1'-0" AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST -31'4" a WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYP. BOND BEAM AM #5 TYP. B'k18' jp BOND BEAM Bx18 DBL BOND TOP O BEAM W/ (1) fly BAR BOND SEAM EACH COURSE 8xS BOND BEAM T P W/(1)05 BAR .y�: BOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF OPENING BEAM Sx8 PRE -CAST CONCRETE LINTEL W/F #5BAR IDT MASONRY 13 LENGTH OF BAR = WIDTH OF OPENING-2 BEAM DESIGNATION OR 2 8xB PRE -CAST CONCRETE LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS mo . PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3)1-3/18 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 24 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 11W)8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X3)2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING — 1/4") 8" FROM EACH END AND /2X4 SECURE TO SHEATHING WY 18" O.C. MAX. MIN 1.1/4" MIN. 2-12d PER BILK EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0' jF SINGLE #5 CORNER BAR, 3000 TURNED Up'___\jZ7 OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774.4078 www.abdeslgngroup.com L AA #: 0003325 a 111411111 t O oumly ae MMEM SILVERADO LOT #7 BLK #17 P1WJmCT 04 I-07 71 moDmu 4EBB "1828—CALI" oAFtAlos BTM0 k RIGHT 1p nk DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 110 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RTieA 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. B. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8838, .177"' x 2 718" LONG, WITH WASHER Q 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/A 24 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC 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 TOA STEEL COLUMN. MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" �►r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774.4078 www.abdestgngroup.com AA#: 0003325 dc L 'Ua E BL SS g a t 83 Ty 14 NJ O 0 "p summ & 70 SILVERADO LOT #7 BLK. #17 P1tO'T 412 . -07 71 MODMA 4EBB "1828—CALI" GAVAOZ swam RIGHT PACM FRAMING PLAN 150 MPH EXP. B DA10/09/19 8CAIM 1/4,=1'-0" DIME" s3 PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" A-(1)USP HTA18 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17880 B-(2) USP HTA16 TRUSS ANCHOR WITH 10d x 1 117' TO TRUSS EA STRAP. FL#17880 DBL STRAP, 1 EACH SIDE WRAPS UPAND OVER TRUSS (NOT SHUM) 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)18d GALV. COMMON NAILS, ENGINEERED WOOD URED 1x2 SECW/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' OIC FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) SS-IALYPICTRUSS/ SCALE 34"=,''-0' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DWO. 2,4 BLOCKING BETWEEN BRACE W/ (3)12d . EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRM(-2)10dsQEACHTRlJSS SEAMS) 30'-1" TO 80'-0 (3) "7N BSECURE 2x8 PT. PLATE (1) "X" BRACE Q CENTTO BLK W/ 12" DIA (2) "X" BRACE DIVIDEDANCHOR BOLT W/ 7' FROM CENTER TO ENDWASHER SET IN HIGH 2x WOOD FASSTRENGTH EPDXY B" SEE ARCHITEMIN. EMBED. AT 37 OC MAX PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/12d's S" STIFFBACK (ASPERO. C. MAX TRUSS ENG)ONT. 2x4 SECURED W/ TO BE INSTALLED 10'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM RED. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-a' DEPTH 114-D --HOLE EDGE>5/8" —HOLE DIAMETER <2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.— PLATE STUD NOTCHING OAND BORING LIMITS EDGE>5/S" HOLE DIAMETER < 3/6-D DBL. STUD THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTIBA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4°=1'-0' # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesWWoup.com AA #: 0003325 K 8 E e Will 0 W 0 if 4 ITI '-summ ae Loa: SILVERADO LOT #7 BLK #17 041 0 -07171 xoaau. 4EBB "1828-CALI" GARA*Z DIFINM RIGHT AAGM DETAILS 150 MPH EXP. B DATM 10/09/19 SCAM 1/4"=1'-0" 81230m S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'40" O.C. (AT O PRE-ENGD WOOD SHEATHING SEAMS)(BLOCKING TRUSS (TVP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING 0 s„y VERIFY SECURE 2xS PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 8' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 218 P.T. PLATE W/ 12d's 6' O.C. MAX CONC. POURED LINTEL CWRSE CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 01014" O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWngmup.com AA M: 0003325 p� g E C • W Q C MO aMODXV as Lo7! SILVERADO LOT #7 BLK #17 P1WJmCT 4 .00 - 717 xoasms 4EBB "1828-CALI" oARA02 SWIN : RIGHT PALM DETAILS 150 MPH EXP. B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0) EA 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 8 TRUSSES) 0•-0' TO 30'-0" (1)'X' BRACE 30•-1" TO 80'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0) CENTER (2) "X" BRACE DIVIDED EQUALLY S7IFFBACK ATALL 2x SUEI I FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED VW (3)15d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" OTC, 1x2 SECURED WN 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12ds 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS ,W/ HIP RETURN scALE:3a'=1'-a' PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdes*WouP.com AA 111:0003325 h �Wp aR C I l w 77 L u C sysa:v. ee Lom SILVERADO LOT #7 BLK #17 PllOJmCT 04128.00 -0717 MODULI! 4EBB "1828-CALI" GARAGM 91FIN k RIGHT PAGE: DETAILS 150 MPH EXP. B CT/ 1 Dw Z 10/09/19 sCAIM 1/4"=1'-0" SIFT S3.1C ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314. GABLE -ENO ��� HN ROOF ROOF WIND DESIGN PRESSURES ET (GROSS) ASC 7-1 ZONE 1 - 8.97 PSF (19.97) ZONE 2 .17.98 PSF (27.98) ZONE 3 " 33.53 PSF (43.53) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT + 0.18 ROOF DNPH-0A4M FOR ASPHALT SHINGLE ROOF, USE MIN 7/10' O.S.B. OR 1/2" COX 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 ad RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS O 4" O.C. EDGEWISE N4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FNn ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN.LENGTH MIN.DIA SHANK TENSILESTR. SHANK ad RING SHANK, 21/7' 0.120' 170,000 RING SCREW3HANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 W" 0. 120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH ad RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND ad RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL Bd RING SHANK GUN NAILS 0 4" O.C. TOP 11 BOTTOM EDGES TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTERO1R TRUSS —� Emm ---_-, � 1' .—_—mI I' ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMIM �"-- ad RING SHANK GUN NAILS ® 6" O.C. IN FIELD: ` 8d RING SHANK GUN NAILS O 12' O.C. IN FIELDor 8d x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS O 17' 0. WLJ FIELD J\ STRUCTURAL DRAWINGS S WILL BE USED IN COW UNCTION W TH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETEDPOSEOTO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, BIN EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO �CW1LfER®3q'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SASSONGND ROUW-E EINDICATED ON ELASTICITY = 1400,ODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 ANDAISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED S INCHES AND SEALED WATHADFESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BERATED 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 SWILL 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, COLumNB, 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 AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, ft 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 WTH 2x STRUCTURAL LUMBER THE STRUCTURE DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP $2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SWILL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESI'I" AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-COWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE AG WOM TRUSIM. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, W RE MESH FOR SLABS SHALL BE SUPPORTED WTH T CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL.' CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM AI48, GRADE A, AND SHALL BE HOT471PPED GALVANIZED. GRADE SO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOAM: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTE04MOD TRUSS CONSTRUCTION:, AND "rPINYTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD--onwnnt REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #a BAR - 38" WOOD TRUSSES. 10 psf BTM CHORD nonc nwmnt #E BAR - 30' 07 BAR - 47 DEAD LOAD DEAD LOAD 15 pW 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 WHO UPLIFT: 1 Opef BALCONY LIVE LOAD 80 Ps1 STAIRS LIVE LOAD 40 psf PROVIDE 38'x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH MINIMUM 101 HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND DEAD LOAD SPEED =16D MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3Gpsf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIREOTO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5OPBf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40WMASONRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW; "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEPoF1' COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAW NGS SUBMITTED WITHOUT REVIEW HILL BE RETURNED UNCHECKED. SHOP OF IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW 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 WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE. AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO CONCRETE PLACEMENT. CONCRETE SLUMP S AU. NOT EXCEED 5'+/- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINK. POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THEE IS A DELAY IN SICH THAT A HATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHILL NOT BE FLACED. IT SHILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THEABDW REQUIRED CONCRETE COVERAGE OVER PEWS A L BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOS® TO EARTH FOIADATK)NS) B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1I7 FOR 85 AND SMALLER T FOR#8 AND IAA C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS WALLS AND JOISTS 1-12"FOR BEAM AND COLLMMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL BLOCK WALLS SHALL BE MO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRAD: Tm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, LINRESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVES MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 36 ko FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B Fy = 46 ko STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy - 35 kW. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS 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. J43OLTS ARE TO BE STEEL. PROVIDED BY THE TRUSS ENGINEER THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ONASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE"USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APMIGTON 91}E ttFE BPApNO REMARKS APPLICATION DIRE tt DIP w REI A iM PT fURRMG iO CASE INRDBIm COL B dC GARAGE DOgi &KK 1M"DNA —ON MA901RY B OK; I ln3ED.. A'ENJDIBT., MASONRY/GONG. NAIL 111?L—I To —-NO WASHER FASTENER IIQ"m0E D18T 90D. AL.IXT.000R9 CASEHAROENm COI B-pC VWNWWI O FASTEN® GM EWO SWIG( tl2'DIAW EXPAN8IONBOLT If Ox; x'EMBED., A"E1OOxfl., Ix PT eEEW1E8 NNL I1?LONG. BiAWHIm INTO MABDMYM1CONC TO I——WASHER 9-EDGE DST. WINDOw&KX CASEF ...CITE YOA: WNOOWDOORIFABTENm METALBrRAPro CONTACT THIS ENGINEER FOR SPACING 1x PT, BEE NOTES NN11-LOND. STAGGER® INTO MGfllNtnOJNc MASONRY ICONIC REQUIREMENTS EM. BANG WOR BILK 3W PT, BEENOlEB 1319IIB014 NO WA&YFA 'TPPCUIf' FASTNER IB•OF IIn-EMBEO,BEND DI8T.,11f1'mGEpBT NONJMAPoNG W000 WKIroCONIC BLAB 1? ExPAN90N ]I•QC W-EMBED.YEAD WI WASHER BOLT --, 3"EDOEpBr. tx Pi WMOOW SUCH 0.138•PAFx]1,B" YQC 4"END. dST.,tt? PT TO STEEL I -. BEE WI WA91H1 STAGGER. EDGE OISI. NO E8 NO 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPEOS AND IOR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF 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 RED UIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 h $ a a4 •`37 ppp[[[ Q t B" W C 0 C cy Y Ll SUDDIV. ea L0Ts SILVERADO LOT #7 BLK #17 PllOJ�CT 04128.00 — 7 7 1iOD>QIt 4EBB "1828—CALI° cI`ARAGIN swaTaT RIGHT 1p W DETAILS 150 MPH EXP. B 20 WILLAND A ABOUCHAM L AR NO 09729 j awe 10/09/19 8CAI I:: 1/4"=1'-0" wr S N1 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS �,i ppeA,f S,Y��Q� ri