Loading...
DGT-15-3152 (2) Miami Shores Village • Building Department ° � � a15 Y 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. PEPAIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �� �� q?—�, City: Miami Shores County: Miami Dade Zip: �'7t tM Folio/Parcel#: ��" , -0V;1) - kRo Is the B Iding Historically Designated:Yes m NO f Occupancy Type: Load: Construction Type: Flood Zone: _BFE: FFE OWNER:Nam (Fee Simple T(tl&hol`d�r). Phone#: 12UO-AJ b Ok) Address: 1 City: ` State: Zip: 7l�C'S Tenant/Lessee Name: Phone#:_ Email: Y i CONTRACTOR:Compa y Name: � Phone#: Address: 6�J �(J +4 City: State: Zip: f�J�����' - MM gg Qualifier Name: Phone#: AID-�%Z.`0 V State Certification or Registration M cc,CL 9.0 Ag Certificate of Competency#: / DESIGNER:Arcphitect/Engineer: � ` Phone#: 6- lr �1 " r Address: D City: ML8Aqjtate: Zip: o l 6 Value of Work for this Permit:$ 0 W uare/Linear Footage of Work: W21 Type of Work: ❑ Additio Alteration New ❑ Repai /Re lace Dem lition Description of Work: Y112,0-053UAP�`tY1 QfiAQaig ,n vw Specify color of color thru tile: t t Submittal Fee$ y d Permit Fee$ 110"f• 7 CCF! . 4Q CO/CC$ Scanning Fee$ 0b Radon Fee$ DBPR$ a I Notary$ Technology Fee$ ti 1 • ZO Training/Education Fee$ a. E�o Double Fee$ Structural Reviews$ (ZO -C93 Bond$ TOTAL FEE NOW DUE$ 1 lam' (Revised02/24/2014) Bord)ng 0ompany's Name(if applicable) Bonding Company's Address city State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address city State Zip Application Is hereby made to obtain a permit to do the work and Installations as Indicated. I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENTn Notice to Applicant. As a condition to the Issuance of a building permit with an estimated value exceeding$25W, the applicant must promise In goal faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first I etion which occurs seven (7) days after the building permit Is issued. In the absence of such posted notice, the Inspection will n approved and a reinspection fee will be charged Signature '6* Slgnature OWNER or AGENT COCT The foregoi meat was acknowledged before me this The foregoing lnstrum was o before me this day of /LSE 13 E2 F20J'"'r_,by .�._day of rYlJ0Q,�ir.20 by COS E-5 who is personally known to Q6010AADwho Is personally known tto �L. me or who has produced ggAZ1 1r45;A&- as me or who has prods �-� r � as Identification and who did take an oath. identification and ho did to an oath. NOTARY PUBLIC- NWARY PU '. i Sign: Sign: P nt.• O,t! r Z Print: Seal: *oar t Seal: t` '�of Flame ey ► 057 ` teaw►v •tiiiiiiiiifii NO FFA-- MY---iiiiiitiitiiiiiiiii $, a "aPwnwaf sVv!fo APPROVED BY Plans Examiner Zoning Structural ReviewClerk (RwbedO2/24/2024) w r . DRIVER LICENSE CLASS te L100-000-38-007 f % ALFREDO LLOP 79716 NW 114 PATH 00FLAL, FL 33178-26n . ' 04— 21111 w 1 '74 7,7 ` " L41: Business Taxpt J� �--D a County, State of�F1ddd'. -THIS IS NOT ABILL-DO NOT PAY 7170273 rsus�sa#taannt:�l.c�caTlota _ a+�cetwsr..:uc7 ��p!��� ARCHADECK O,:MIAMI REN UAE SLpTEM8ER 3d, X015 DORAL,FL `33172 duet be dloptayad at place of business Purouant to A countq Cede, ChapteraA-Art. &10 owNER sec.TYPE OF BUSINESS DECKS DOCKS&BEYOND LC 196 GENERAL SUII:DINf3 CONTRACTORP^Ytwam T Racetvoo C/0 ALFREDO LLOP Qt1At[I"fEF2 �aY TAX COU-ECMO, croi , 64:00 I.2tO4/2015 Worker(s) GGG1622202 CREDITCARD-16-013371 � Th€se locei em"M Tax Racsipt only wall ms Motet of the local Business Taw The Receipt is opts it"noo, permit ora oeflikatioo of*a holdoes qualmootim,to do business.Ifolder eota*tial arty,goventamotal or'acngavortwmatet moulatW lams and reqatromests widcb e 5 pPli to the Gusiueas, The BEGElpt No.above mast be displayed at all commmial vehicles-Mtsinl-Bodo Code S00,84-2711. rtu+MFt Formats information,visit vt!>w..atlamldada.9orA"6Wkfox KEN LAWSON,SECRETARY STATE OF FLOR11DA DEPARTMENT OF BUSINESS ANDPROFESSIONAL REGULATION CONSTRUCTION]INDUSTRY LICENSING BOARD CGC1522202 & The GENERAL CONTRACTOR Named below IS CERTIFIED g Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 LLOP,ALFREDO a�a ARCHADECK OF MIAMI 7976 NW 114 PATH DORAL FL 33178 a ° ISSUED: 07/17/2014 DISPLAY AS REQUIRED BYLAW SEO L1407170000474 QAC-® CERTIFICATE OF LIABILITY INSURANCE DATE /YYYY) kwa12/14/20152015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Coastal Insurance Group PHONE 305-887-5999 FAX 150 Westward Drive Miami Springs FL 33166-1660 Apog- .cig@coastalinsgroup.com INSURERS)AFFORDING COVERAGE NAIC# INSURERA:Scottsdale Insurance Company 15580 INSURED DECKS-1 INSURER B: Decks, Docks&Beyond LLC DBA Archadeck Of Miami INSURERC: 1325 NW 93rd Court Suite B113 Doral FL 33172 INSURER D' INSURER E: INSURERF: COVERAGES CERTIFICATE NUMBER:208856704 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MMIDD MMIDD LIMITS A X COMMERCIAL GENERAL LIABILITY CPS2307073 10/13/2015 10/13/2016 EACH OCCURRENCE $1,000,000 CLAIMS-MADE FX OCCUR DAMAGE (RENTED PREMISESS Ea occurrence) $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY❑PRO- JECT LOC PRODUCTS-COMP/OPAGG $1,000,000 OTHER: $ AUTOMOBILE LIABILITY Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALLWNED SACUHI FOULED BODILY INJURY(Per accident) $ OwS NON-OWNED —PROPERTY DAMAGE HIRED AUTOS AUTOS Par accident $L $ UMBRELLAU" OCCUR EACH OCCURRENCE $ EXCESS Like CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'L14BILITY y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ "r f yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) General Building Contractor, License#CGC1522202 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE 12/14/2015 Prod;;II6 -Ptymouth Insurance Agency This Certificate is Issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the certlflcate Holder. This Certificate does not amend,extend Holiday, FL 34691 or after the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been Issued to the Insured named above for Me policy parlod indicated. Notwithstanding any requirement,tens or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions,and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR ADDL I Policy Effective Policy Expiration T of Insurance Poli Number Limits LTR INSRD Type Policy Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made El Occur occurrence) Med Exp eneral aggregate limit applies per: Personal Adv Injury General Aggregate Policy 13 Project 13General Products-ComplOp Agg UTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) $ All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESSIUMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 xwC Statu OTH- Employers'Liability to r Limits- ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1.000.000 Other Lion Insurance Company Is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by EndorsemenUSpecial Provisions: Client ID: 92-69-165 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": Decks,Docks&Beyond,LLC DBA Archmleck Of Miami Coverage only applies to Injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL Coverage does not apply to statutory employee(s)or Independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ALFREDO LLOP,LICENSE#CGC1522202,AS QUALIFIER. ISSUE 12-1415(PH) (n Date 2/2/2015 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES I Should any of the above described policies be cancelled before the expiration date thereof,the issuing Insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to do so shall impose no obligation or liability of any kind upon the Insurer,its agents or representatives. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 49, Miami Shores Village ll" x s 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 a 2- Phone: (305)795-2204 Expiration: 7/03/2016 JJ Project Address Parcel Number Applicant 46 NE 93 Street 1132060130190 Miami Shores, FL 33138- Block: Lot: MARCOS LEDESMA Owner Information Address Phone Cell MARCOS LEDESMA 46 NE 93 Street (305)495-8880 MIAMI SHORES FL 33138- 46 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 13,340.00 ARCHADECK OF MIAMI (305)424-1314 Valuation: �x�-•m--- --- �-�-- —�-� Total Sq Feet: 357.75 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Slab Date Denied: Final Type Const:Pergolas Additional Info:INSTALL ONE PRESSURE TREATEE Framing Classification:Residential Scanning:0 Footing Scanning:0_ Review Planning Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 Invoice# DGT-12-15-58126 DBPR Fee $2.47 12/22/2015 Check#:1159 $50.00 $273.78 DCA Fee $2.47 Education Surcharge $2.80 01/05/2016 Check#:1164 $273.78 $0.00 Permit Fm $164.44 Plan RevA"Fee(Engineer) $120.00 Scanninebe $12.00 -F Technology Fee $11.20 Total:, $323.78 F- L d Y f'7 7� In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining"reto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting lis permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required RK-ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS,=j4fFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi3"nd zoning. Futhermore,I utho' ove-named contractor to do the work stated. (rA — January 05,2016 A*horized Signature:Owner / Applicbrit / tract / Agent Date i...;. Builcrg Department Copy January 05,2016 1 Date CERTIFICATE OF LIABILITY INSURANCE 1/4/2016 Producer. Plymouth Insurance Agency This Certificate Is issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been Issued to the Insurednamed above for the policy period Indicated. Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terra,exclusions,and conditions of such policies.Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence $ T-- mmercial General Liability Damage to rented premises(EA Claims Made El Occur occurrence) $ Med Exp pneral aggregate limit applies per. Personal Adv Injury Policy ❑Project 13LOC General Aggregate Products-Comp/Op Agg TOMOBILE LIABILITY Combined Single Limit (EA Accident) $ Any Auto Bodily Injury All Owned Autos (Per Person) Scheduled Autos Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2016 01/01/2017 x WC Statu- OTH- Employers'Liability I tory Limits ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1,000.000 If Yes,describe under special provisions glow. E.L.Disease-Policy Limits $1000.00 Other I Lion Insurance company Is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of OpomtionsiLocations/VehicloWExclusions added by EndorsementfSpeciai Provisions: Client ID: 92-69-165 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the fnilowing"Client Company": Decks,Docks&Beyond,LLC DBA Archadeck Of Miami Coverage only applies to Injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL Coverage does not apply to statutory employee(s)or Independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: LLOP ALFREDO LICENSE#CGC1522202 AS QUALIIFER,ISSUE 01-0416(TLD) In Date 2/2/2015 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to do so shall impose no obligation or liability of any Idnd upon the Insurer,its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 LILA= r >1RUc 6IMAl_ CAI :.0I.Af-l(-)N'l LEDESMA RESIDENCE 46 NE 3Ro STREET MIAMI SHORES EL,33138 ,y Al[ ARCHADECK { OUTDOOR LIVING y« CITY COP r:Y «tom. •••:•• • •• •••••• •••• • •• ••••• • • -a; ``lliitJJJ/�: D ®� T ®�®�®��GHAE� 41oo®�, �i D 2 2 015 w®q-, ��cENSF No. m, oc��;. ORooP STRUCTURAL REVt ®/®0,J6t 111d``®` APPROVED tL( 1�t15" GMG' PROJw:Cl 15028).01-) CONTENTS 1. RAFTER MEMBER&CONNECTION DESIGN...............................................................................................1 2. EDGE BEAM MEMBER&CONNECTION DESIGN .......................................................................................6 3. FOUNDATION DESIGN.............................................................................................................................11 4060V .. . .. . 4 • ...... . .. ...... .... 006060 .... . .. ..... e0 60 0'�Qlf � w — � : Lij /�/®✓®/�S 10 �tiJ �6(rs BARRY MULLIN FLORIDA P.E.#77899 GARCIA MULLIN GROUP STRUCTURAL ENGINEERING 8181 NW 154TH STREET,SUITE 247,MIAMI LAKES,FL 33016 CERTIFICATE OF AUTHORIZATION#330882 RAFTER MEMBER & CONNECTION DESIGN 0000.. 9 0000.. . .. 00000. 0000so 0 .0900. 909. . 9.0 ..699 60.06. 9 .. 0000. .. .. 6 .9 900066 • 0000.. . • • • 0000.. 0000.. . . 0000.. 00 0 STRUCTURAL ENGINEERS 1 SUITE 247,8182 I L 154TH STREET 1OB#: PAGE: GMGMIAMI LAKES,FL,33016 i�� T:786.646.2344 ! iT1A DATE: PROJECT: TITLE: o •• •• C�k�", yt s , • • • • • r -•ice '�• �+�'�'"'_� 1^''1'�:�'i.:. ~ :�. t,2� �1,. �� dry // /'• . b Uvc; :.. GMG SUITE Z47,8181 NW 154TH STREET 10B#: PAGE: n MIAMI LAKES,FL,33016 r 7;786.646.2344 --�- ---- -- INITIALS: DATE: tir' /- PROJECT: TITLE: t .•.•.. • •. .. ..• y, IK .. .. .. .. ... ...... I( P°� GMGProject Job RW. LEDESMA RESIDENCE PERGOLA 15028.02 Secom Sheet no./m. 2A RAFTER 1 Cat.W Oats Chk'd W Ma AWd by D BMM 12!18/2015 STRUCTURAL WOOD BEAM ANARYS*&DESIGN(,NDSB in accordance with the ANSUAMPA NDS-2012 ding the ASD method TEDDS Cat 10w verWm 1.8,01 Loa!Emdope-CombirmU a 1 0043- 0.0-Ar- • • • n t 12.25 -aa•a... . • . • • . . • 00 00 kip-ft 9enaine Mond Bn elope i • i • • 04- 0.000- 12. .0 0.50012. t kips & ¢OHIOIEI1YNOp@ 0.251 03 00- -0.261 -0.3 1t t 12.25 Applied loading Beam Goads Dead self weight of beam x 1 Live full UDL 40 Wit Load combinations Load combination 1 Support A Dead x 1.00 Live x 1.00 Spin 1 Dead x 1.00 Live x 1.00 Support B Dead x 1.00 Live x 1.00 8 GMGprojecx Job Rte. LEDESMA RESIDENCE PERGOLA 15028.02 s•adOn Sheer no./rev. 2x8 RAFTER 2 COW by Date Chkd by Oahe Ap#d by Dat BMM 12/16/2015 Analysis results Design moment M=799.9 lb ft Design shear F=261.2 lb Total load on member Woo=522A lb Reaction at support A RA_mu=261 lb Rkn•,=261 lb Unfactored dead toad reaction at support A RA_oow=16 lb Unfactored live load reaction at support A RA-Lw=245 ib Reaction at support B Rema=261 lb Re_,,=261 lb Unfactored dead load reaction at support B Re_Dw=16 ib • • Unfactored live bad reaction at support B Re-Lw=245 ib • • .••• • •• •• • •• •• • • ••• •••• • Sawn lumber section details Nominal breadth bnorn=2 In Dressed breadth b=1.5 In Nominal depth doom=8 in Dressed depth d=7.28 in Number of sections N=1 Breadth of member be=1.5 in Lumber grading No.1 Sou#wm Pine Member details Service condition Dry Length of bearing 6=41n Load duration Ten years Bearing perpendicular to grain-cl.3.10.2 Adjusted compression Fc-pert+=666 Ib/in2 Applied compression few,=44 Ib/In2 PASS-Design compressive stress exceeds aWkd compressive stress at bearing Strength in bending-cl.3.3.1 Design bending stress Fc=1250 ib/in2 Actual bending stress fn=730 lb/tn2 PASS-Design bending stress exceeds actual bending stress Strength in shear parallel to grain-ci.3A.1 Design shear stress Fv=176 Ib/in2 Actual shear stress fv=36 IbW PASS-Design shear stress exceeds actual shear stress Deflection-cl.3.5.1 Allowable deflection 8adm=CA41 in Total deflection 8a=0.294 In PASS-Design deSectlon is less than total deflection • •••••• o • •• • .. • • . • .••.•• � • ' • . • • •s��• •• • •��• � � � •• •• • � •o���� • � • • • � • •����• • • •����� • • • + � • � � � • • • 2. When aose-rain bending or cram-fin teralon canrxx be avoided,mschanftsl rsinfor ft to to"such faces stmid bei. 3. HS24 OF/SP dowable toads without slerd nalling are 805 tbs.(uplift),590 floe.(FI),840 be(Fel.For SPF/HF loads multiply these values by 0.88. 4. For HIS-2S,S=short. 5. Allowable loads In the F,direction are not intended to replace dapfaas m boundary mks or prevent cross grain bending of ft tnrea or rafter members.Additional~transfer elemo is shah be considered where there may be effects of emu graln berxfg or tension. 8. NAILS:10dx1 1!2=0.148"dia.x 11/2"long,Ild=0.131"dia.x 21/2'long,8dx1 1/2=0.131'da.x 1 1/2'long. See Load Values with Stainless Steel Nails Fasteners DROP Allowable Loads Uplift SPFMF Allowable Loads Uplift Model til hh with No. To Rafters/ Uplift Lateral(180) 8d x 11/2" Uplift Lateral(ISM ad x 11/2" Trim To Pities To Shads Nails (10% F1 F2 (160) F1 F2 (.1 � H2ASS 5SSN8 268SN8 5SSN8 400 130 55 345 130 65 - :000:0 5SSNA8 2-SSNAS 5-SSNA8 SM 130 55 493 130 55 • • • 00.00• • 6-SSBd 5,SS8d - 440 75 70 365 380 75 70 1 000 0• 0 H2.5ASS • 00 •0•0000 6SSA8d 5-SSABd Soo 110 190 575 535 110 190 H3S3 4-SS8d 4-8S8d - 290& 145 120 275 It 225 100 85 00 •0 �0•••� 4-S8A8d 4-SSABd - 465 125 160 415 320 105 140 0 • •0.0 ••000 H4SS 4888d 4-SSSd - 210 60 100 230 150 45 75 •••=• �•0 00 00:00• 4-SSABd 4-SSASd 380 165 160 360 235 140 135 •• 2Bi • •• 0000•• 4-SSBd 4SS8d - 240 50 105 265 210 36 75 •• • 0 • H5SS • 4-SSABd 4-SSA8d 455 115 200 455 255 100 170 • 2650 i 009:0 •*so:* HOW5-SSN10 5SSN10 - 610 90 12D 440 370 go 55 0 :0000: 54UNAI0 6.83NA10 - 745 75 - 630 665 75 00610 •• �•� • • 9SSN 10 9SSN 10 - 970 565 195 - 835 485 170 •• • H10AS8 9SSNA10 9SSNA10 1140 590 285 - 1015 505 285 - 1. H10ASS uplift bad for southent phis with SSNA10 mals is 1340 lbs. 2. SSW,SS48d,SSNA10 na8e we Simpson Strong-Tien staWkw steel rbtg shank nits. 3. NAILS:SSNB and S$NAS=0.131"dia.X 1 1/2'long.SSN10 and SSNA10 a.0.148"dia.X 1 1/2"kxV.SSABd-0.131'iia.x 2 1/2'long.See other ad W= injonnAtion. Load Values with Strong-Drive4D SD Connector Screws VA These products are avallable with A&WO gMWWM gratectim.Additional products on tide pie '• �Rt �� may also be available with this option, for details. Fasterwe DROP All9 Loads SPFMF Allowable Loads Model To Rags! To Pietas/ To Studs/ Uplift tial Uplift Lateral No Truss one Poet F1 F2 F1 F2 060) F1 (160) 06% (180) (180) H1 6-SD9112 4-SD9112 • 505 600 390 435 515 335 H2.5 5SD9112 5-SD9112 - 480 305 166 410 1 265 145 H2-5A 5SD9912 5SO9112 - 625 450 110 540 385 95 H4 4SD9112 4SD9112 - 325 200 135 280 170 115 H5 4-SD9112 4-SO9112 - 480 565 236 415 485 �0 H8 6SD9112 .5-SD9112 - W 86 - 705 75 H10 8SD9112 8SD9112 1136 840 325 1 975 720 280 1. H connector loads based on Installation to double top plate. 2. Uplift bad for the H4 stud to bottom plate Wall Is 415 lbs for DF/SP and 355 be for SPF/HF. 3. Uplift load for the H8 stud to bottam.piete 1IM1181100m is 380 lbs for DF/SP and 325 lbs for SPF/HF. QWe Rep=(PDFa): V next Atop MACY RahbaTS 5 IAPM0I=ER IOC40 OR CtN Ota LOS AMORM STATE OF FLOMA =418 NO KM-a an goo-as a8 EDGE BEAM MEMBER& CONNECTION DESIGN 0000.. 0000.. 0000.. .. 0000.. 0000 6000 6 00 60600 606006 06 . 00000 06 00 . 60 6000.0 . 0 . 0 0.00 0 0. 000.. 0000.. . . . 06 . 0 660 6 0 00 0 GARCIA MULLIN GROUP STRUCTURAL ENGINEERS 6 GMG SUITE 247,MIA IL 154TH STREET JOB#: PAGE: MIAMI LAKES,FL,33016 � T:786.646.2344 ------- _- _ INITIALS: DATE: PROJECT: TITLE: r, _t "l vF • • .. r• . •• ••• • . i r N;C. i Ur1( 1 h 7 GMGPMIW Job W. LEDESMA RESIDENCE PERGOLA 15028.02 section Sheet n0.hvv. (2)2x10 EDGE BEAM 1 . caft by tate Cnida t1y race npp'a by � BMM 12/18/2015 STRUCTURAL WOOD BEAM ANALYSIS&DESIGN(NDSZ In accordance with the ANSUAF&PA NDB-2012 using the ASD method TEWS celoliatbn vetsia11.6.01 toe@ Bnvdope•C•mMnMioe t 0.282 0.0 • • ft tt • • • •••• • •••••• • •• •••• • • •••• • •• •••• kip ft B"ne Moment 5nvd0pe 00:99: .•• •• ••i• • 0.0 • •• •••• • • • • *0004• 3959 •• • • ••• • • ft t1 •• • kpe Bl1�r poroo BevWopo 1440 14 0.0 -1440 .1.4 ft t1 Applied loading Seam loads Dead self weight of beam x 1 Live full UDL 285 ib/ft Load combinations Load combination 1 Support A Dead x 1.00 Live x 1.00 Span 1 Dead x 1.00 Live x 1.00 Support B Dead x 1.00 Live x 1.00 8 Project .bb Ref. LEDESMA RESIDENCE PERGOLA 15028.02 GMG section std no./rev. (2)2x10 EDGE BEAM 2 Cft by Doe CWd by Dote Wd by Date BMM 12/18/2015 Anslysis results Design moment M x 3958.91b Design shear F me 1439.8 ib Total bad on member W6=2879.2 Ib Reaction at support A R4_max=1440 lb Rn m,a 1440 lb Unfactored dead bad reaction at support A RA_Dw=37 ib Unfactored live load reaction at support A Rn uw=14031b Reaction at support B Ra_max=1440 ib Rs_min=1440 ib Unfectored dead load reaction at support B Re_ow=37 ib Unfactored five bad reaction at support B RB_uve=1403 lb •• 0 •0 • • 0000•• • •• 0000 • °' 0000•• • • • 0000 • 0000 •• • • • t. i..z. • • • • • •••• • 00 0000 {3"1 •000.0 00 • ••:• • • • �•4" � • • ••• •• • •• 0000 • 0000•• • • 0000•• 00*049 Sawn lumber section detail • • • • • • • • 0000 • Nominal breadth bmm=2 In Dressed breadth 614 111 in •• V: • • Nominal d •• • epth dam,=10 in Dressed depth d=9.28 in Number of sections N=2 Breadth of member bb=3 in Lumber grading No.1 Southern Pine Member details Service condition Dry Length of bearing 6=4 in Load duration Severs days Bearing perpendicular to grain-ci.3.10.2 Adjusted compression Fq_perp=585 Ib/in2 Applied compression fc_mp a 1201brn2 PASS-Design compressive stress exceeds applied compressive stress at bearing Strength In bending-cl.3.3.1 Design bending stress Fe=1313 lb/in2 Actual bending stress fb=1110 Ib/in2 PASS-Design bending stress exceeds sewal bending stress Strength in shear parallel to grain-cl.3.4.1 Design shear stress FJ=219 ib1In2 Actual shear stress fv=78 lbfin2 PASS-Design shear stress exceeds actual shear stress Deflection-cl.3.S.1 Allowable deflection 8adm=0.396 In total deflection Sa=0.293 in PASS-Design deflection is less bran total deflection 9 GMGProject .lob Ret. LEDESMA RESIDENCE 15028.02 section Suet no./rev. BEAM TO POST CONNECTION 1 Calc.by dateChk'd by oat Apod B.MULLIN 12/18/2015 BOLTED TIMBER TO TIMBER CONNECTION DESIGN(NDS) Teddy c"Won version 1.1.00- V7771 I Connected member P •..�.. . .. ...•. ...... t_ Main member •••. •. • i o•.• • O 0 • • • Summary Main member species Southern Pine Main member size 6 x 8 No.of main member Nm=1 Angie of load to the grain Aro=800 Connected member species Southern Pine Connected member size 2 x 10 No.of connected member Ns as 2 Boit diameter SAS" Total number of bolts Now=2 Applied load P m 1400 ib Capacity of connection Z=3218 ib Spacing requirements(perpendicular to grain loading) Loaded edge distance eq=2.500 in Unloaded edge distance ep=0.838 in End distance(full) aLw=2.500 in End distance(min) aq_a*%=1.280 in End distance(act) aq=3.000 in Center to enter spacing(full) s_as=2.800 in center to center spacing(min) knw=1.878 In Center to center spacing(act) s=3.800 in Row spacing srow=2.688 in Design result PASS-Connection capacity exceeds died load 1 FOUNDATION DESIGN 0000.. 0000.. . . 0 .. . •• . • •0••.• 0 00 0000•0 000000 . • • •0000• 0000 • .• • • • • • • • 0000 • •• 0000• • • ••.•0• •• • 0.000 •• •• • •• 000000 •0000• • • • 0000•• 0 0 Soo 0• • CUARCIA MULLIN GRQUP STRUCTURAL.ENGINEERS 11 GMG SUITE 247,MIA I L 1ESTH STREET JOB#: PAGE: MIAMI LAKES,FL,33016 T.7$6.646.2344 INITIALS DATE: PROJECT: TITLE: • • • • • • • •• •• • •• ••• •• • i 12 i ALLC 7YgJCT101iPAWAREPAOV= AVANAo6CleIONICHMM i�u.cm►�tffi:acSMAM +Atrt .m►OR c nbP rchadquNo DECKS, CSC & BEYOND, LLC TpilWACMR% MC1ir Y�ITl1 TSTA : .. A4iPF iFP{p1PO .CFMWR MMCR dv ina%- •b.a. rch� deck of Miami vut ".; ._:+. '. . �$OrITOTtEiA�iTA7�lAt. AtRfCAV6AT8tf1gT #AY/Y?PBAR Tt Pi At sGgIFTRACf8A9�0i 11MI iT FRCATO �. QESICN LOAD CRITERIA SYMBOL LEGEND DECK LOADS P F:. :C ERAO Fes. �Ct?S l.EDESNIA CONCRETE PATIO & WOOD PERGOLA) T.O.D.TACT DETAL TAG P. W"STORAGE N+�'� NA DETAIL NUMBER „ iM uVE LOAD WA WITHOUT STS ) ...._ NIA 150-Q25W2 X)C° DESK!PRM LOAD NSA oTf :FRAMI{�tNl$it l Lt 3 NSA WITH STORAGE NA 45 NE RQ ST ELE1tATION AT TAD W THOU 'STORAGE 9Mq NIA INT OF SHEET MIAMI SHORES, FL 13� PO NIA ROCP LOAN ABBREVIATIONS: 3TAIRTAG 1iN'fAC3 WIND LOAD PRESSURE+28.1A-E -ARTISTIC ENCLOSURES HIM.. -HEtEI.2 DN SUCTION 70.0 :11E -SEAM INT.+ 1.--SEC 1ONCCUT PLANE TOTAL DESKM LOAD sc _RRAAL STH IN. - PER6d.A LOA 0� P.S.f.. - BAN© !B -�Nf3 SEAM i— ••.._D IREC�OP VIEW #DJ -OtXJBi,E JtNR�ST.ER ! LIVE L4JAD � LOAD S - 1.ENO3TH L �4wNEER LI~NNBER c i•••i• L.L. LAAO LY.L. :AL�LOAD' 15 MANUF. ^MANUFAdflA ER NOTE THAT W3T ALL JOBS D IRE ALL.SETS � ••• • •• �• '!� -RINSE BA M . .. MAX. -MA)(IMUM •• •• •• • -Riles'BEAM IN: ••• •• • •• •• i• ww. -R PLATE I T TOSC LE :... •...•• • • 4.APP UUME Ci�SISTAMVWS .: -TRI RAND pp,g Fri •••••• :•• •• �• •� P 1Drrsav FL�iiDA ets�'c 8Tli'ED1Ot #TJ -TRIPLE;QST O.D. A C 19i 14T�E18T(OPI IA RERiCAPi 4SI�GiFMATNNtFOR A.T. -AtTI MATE OPT, - .ROOF RRAA tt •••• • •• •• • S'FR;X URAt..$'TEEL Bt7 +JUW 22, A .a a 11: A CAPi4 TE HT1 f4t�E T�Gi9 P1IC# .f CU ALUMN: -ALUMINUM Q.S.B: *ORIENTED STRAND 8QA12D �T1iA ..•... .. .. .• APPROXMATE P.L. POINT LOAD tS -ZDt ==47w $R ARS A GA71pP1'9tlAftQ1►AL 0ESI(St! CWMTWN•R{ t •• •• • •• •• •• caN�=4 . -BOARD P.L:F. -.POUND' LINEAR FOOT •••• • ACT:* t1: at cA4� TE ._ REG AND CII. -OYERLINE- P.S.F. -PCSA 'PER XBRAC �+EdF;L'AT�NF�L FOOT ❑ -RAIL�C?ST �► - • . • C.4 -COUNt3 JO I` P.&L -POUNDS PER INCH s ' U ® - TV, •.•• lom -CEILING P.S.L. -PARALLEL STAD LUMBER FENCE POST �•F ; n :06 ••• •• • A rN#W DIP POST/ LVE . aMATMO: AseHs -C=MASSYUNff PC PRESSURE TREATED -Rt • • c TE FOHCM0 F¢» � To -s*) P.T.T. PtdTO TOP PEWOLAPOST •• c a { cmMOR •CONMU P.V.0POLVWM CHLORIDE STUD LOCATION ,x. t= PSL84AkPSSTC5CLAS �. DBL DOUBLE R -RIDDEBEAM • LN{ RQUM LW STRESS CLAS 18�j REVj NM+. ue TO ss es T A S Ft42 DW -DI ETER RBD. -RIDC BOARD F Y Ta Rs T eAV a�P a Ta -OIMENSIO N -REQUIRED €).L. -DEAD LtViD R.O WNTACT ROVED +Wawa S.ECTROOES:E*Mfb d wa ON. DOVON RID St I'1`+WALL FOR ANY QUESTIO NS'Ok DATE c T N D'R. -DETAIL. STRUCi: MARTA QUINONEZ. `1. �iT + iSt1 ^�p���� tiii.,Gih liE �T'It (MATTY)'7 2 A1ZE EfCCEPT A8 }tMN BY Au �L : '" NpsKi ET & RT ITEC WnH RlxJw+ 1a 5 oae.ASTM D 245 AStbi D 25 ELEV. -ELEV♦AiTION(SEE T.0 LO.) M. -SQUARE 1. CX>U , B113, FL 33172 B.PROM W . ' t 11i Tk.t#i°�b MAX211tAd:AWhS7tA .COtPiENTATT QF DRESSSIfi EQ. .ECA)k TAG ^T NGUE&GROOVE �.p� AND 'Y 16MWCf4iP+ J!6 PHONE;' lam)j �. ss s ,r cxus ' � + LHS8 TH"Too 0RA9! EXT. -EXTEitt i 7 L. -TOTAL LC7 3,. + FOV. -FINS T.O.D. -TCP OF DECO ! �:FASTENEIiSAN�iAP iES.AL1.�RWTM WT,u OAj.V ENGI . At 81 . .Nu►T iA �TEO AM -TYPICAL FLR. -FLOOR TYI�. s�AP A s 1, d�H APPTUSGU AtA ORAL "VM STAPM. FID. -FOUNDATION �IN. -UNFINISHED ©OTHERWISE ecx.Ts,Num,. . ANgz,.. n�rAL�uwo� 1� G M++++ G Ft: -FCXY!'aPEET U.N.O. - Il.lsSS NOTED Aad OfTle NNE W T{* A�P�t EAW USE� � � RECOMMEMM NA14F.V. FO(JtDATKOI VETT WJ _WITH ► m No. .� a,sEr ► NTRr casco RATS v t LALs atm bra, ANS Tam GLU. -GLUELAU W/o -WITHOUT+ " �r : � 7 _ ` TMAT .NaT RENETRA CF1TE s :� 'ravq >FP�SNMATER+I�1.8.R1AICETltilf'i ._' pffT1n .-"O � f a R aru�N a DRAWINGS PREPARED BY:ARKHA{ECC FAANCI$INO CORltATM STRUCTURAL ENGINEERS CS# =ION&DRAFTING DARTMENTi. aaty OF ao0,0 ME BEAR ct ) . s T .s �6a atm 4€ PRICHMONDiA�tKWStifTE 101 ��//�S�OIVAL F'���®` GAA'�.'�' MU WN:2.900+008KW 0,41~0N$HALL BE IN ACCOADATCE MRP tA4@St VA 23M CRAV , 1 � sARctASI+ Tlc +l �s►t 111e�� UNAUTli0RIZED DUPUCA'fiION 1.5 A*kAt Pi -.AU POT/4" CA L a APPLICABLE LAWS r MAP OF BOUNDARY S - -KW W=UMM-PAW M MCQUMA"- R88ti8iRJ1T A`R AIM ...yam PAO f i8t . 18190 SIN 138th Street. Suite 20, Miami. Florida 33198 ca- etAt9c S' Tei: 305.896.1199 Fax: 30$.898.1888 IOUsCIK188A1@P WWW.sualrezesury 1tig.00rrf w w wColic= PST TO'SOAL£ = de Iilil�fA410E EII�EIIrIBMT s �+ NO$CALRTH Y� Le • to N K i� t� f0 a (" w w A PX= OF WJITPIR it N. E. T7, ' PAP =FOW 111011 P n R Mw FM No Flt iIr P!L s "Ilam T�PIN! �a i a K a a m u a N q NO 10 FIR >� ''- srnac` wS 89°48`28"W T5.t�'' :•: «•• �E ur aPE EA9�Nr '° SLK.COR. 220. % �._; • f,.' LMIE LIME EAlIT 1�t. E Z (80.00 :T UNE y T:UNE > 112' COUNW PSS > NO ID _=PLAT pp��,��•-swum t =PK1P8r OfS1VAT E 48 NE 93rd . MM WORM III.331M PWAVMW OONUM POW _ PM0 t,OT l /� ',,GST 1/2 OF PAT 8: 8tA13C Z. OF Art mom = PLAT CF MINS. 91M SSMM 1. A TO ` PD8. IM MUT 'D OF'. AS 81 PLAT 80011 10. PACE 70 OF 10.00' = i $' STEPS POO:PONr'0P�r 710.PL `»S OF a�cm9m. RAWA. CO<. 13.4' �_PItMw STWOWAATJM BASID Oil. TNE. FLOW � RAZE SIAM•X•34" . C 1.2tp N 4 l�r..RPait'.WAY MAP REND'ON 09/11/01 TPE Y >�1=11 . A = cm I"ZZ OF• 1 z am RM • C11 0 23.8' ON LM gs� =sEr l PSE 111"A= " c eamm�r NAIVE i R ff—d :' LOTS x S'A d Bei I" MAP&PML! SW L :••• LOT =111DF:N" @f , •0000• 0* 0 0 I1 qui -AsLOT 7 V �= LOT 8 VER11i.DAli81 (18110 tPP� T �A�i®ii�6E01�• �= ONE STORY CBS P Q W/F«+iaoa� 110mS. aC I RES.#48 0 `s s ASSMAM w To BY a>i Qi 1�FM SL�1 AS EAS�DtTEi,WMW HMO W V% IM ETO. v '3 c a amn w RSR OMP Y P�IATTiD EAI�iRM ARE SIM 4.•1198 Y*W& �• sTL�s "' x 0 a-i sw I AM int AM VAWIIRA o TO can w ONO"Lor OPll1'ANOE At M BY•111E P1wi!NL'S DRi 0 27.2 A s Com.ANODE REA1r4SSTATE 1RAl18ACi10N OR YORTB110E% �lBS SUMV 10 w 12.11' 'p ,�, s amm 158: IS i8)T 7D 09 ts0 Ra ANY aim � P "= Mr N Or Y11HOi1T TM IAITltOTAUM OF THS ML aL In SWAY M Wff m V pQ =WX WOE 1�1 NOR 1 PciiDN FOR 10.00' •.C1818 ait:Er 71I A StBRMEY P1AY 8E RBZIRM 7. Art. CRY i4ff MMUR9 SET AN SUSS $D Ulf 710'L 8. :TI� AIC Q Fn l yT Yittf.UM STAKWO ON WS SUM& AN 8A9ED amMW QMWlIP- 111E 15911WIVOW fm8Y CLQ SRP 1'tA AC Ma- i101T QOLE S1�AVEY.MAK OR 81 O1�R tiigfl 111E PAMY OR GENERATOR V • =CA=BAM PARIS 19 WILT= CO MW OF THE 11111111116 �Qps=irmm POLE PAP>"lY 11. t P� 9.9iD 11A8 " \MTM OF NEW PERGOLAORN8UN8:PNNirWtE J1S 3 A IIIIIARM OF S 89.48"111"114 7.711B 2--MUM ftE is--•-�•=WOOD P@ICE glamn EAST 112 B IOCK 2 `' .._._.—=am UNK PTS R. UMEW-AND SLw11A E FARR x OF LOT 8 � amY 1M Ltc�j WWXML f '`• PAvf7tS IM 0WAIR PROPAME . CLF ON LNYE 8 7Z t NOW CERTN'Y IMT 1ti0 sw4EY M WE AND CORRECT TO Tib BEST OF AS RICIR .Y 1.40' �•�---•-•-•r �bb' AND DRAW t�MY D=M= AND MWIN W N 1i1E FLORM �.» ,....r (50.00 s x �2 s` Nps 472.027 PLORlOA STA STAX BOW OF WAtKV=Ash INAlKK�S M CHAPTER SJ»t7 PLEA T1YE COIF DAff SUM FIR 112" ••�'—.•. .• " A CWU OF THS ' 15/21/2014 NEW PERGOLA STRUCTURE NOID 9i8Y SHAu.KAN niE # 140419733 OR�P1At AIARi1� AND Am A. SUARIM FIC C-14W1 PROF9311110 CADLE(JkFARN SIJRK 0R AND MAPPER STATE of UC. # 1 OF i tm..... trs istib�:�t$'... t1iAxr+l�tlmt4tmn�1, ,4t1eim1�A1. tq�. Xl�!letdi�F. tlo�sasd ands�l �Ca�d. i+; Ribe�rrtel�aae�saRe '. s� 2r « SHEET FD-1 'l NEW STOOP TO BE it Rim vw X1STI1�tGx RI=3lt? lCE HAIL DESIGN BY nGINEER c EXT010 CCN..PATIO FROM MagnNQ _S v v`_T y v„ ._—..� cA to rA to c.A to IIIA •E L Y Y Y L t � � YI f• a * • Y Y Y Y .Y Y Y � M1 3• 0N ti ,b y i . •' ' 4 Y i iii. /� ,9 ,. �•,:- ; ,: ; r ,,•. v is ON JOINT wi V THICK r P ; CQMPRESSIOLE FILLERIlool . ... Efl' x ,' f ` ^ ' r "n N CONC. §: . a S O .. ... liC t s, p.. r i .r .kWO OP _(} VA P �. • a ..+.'t. taC>N+ �P► . . ... . a �..rt .. �,. ,ye. Y � �., r SHEET 10i iyN" TO I .:PATIO FROM i T. a L:x C o i.�' • Y , ,�kt.. Ia.o f is cs,.o f 8. pr d .. a ta. r •••• • •• :ETED COW.PAT10'EXI5TlNG"4TJ1 a ••••�CA.E:8AN ' FROM EXSTN VA . • •••• • POST BASE ATMO MEN'1'SIMPSON ' •- rY ►w,e_.:,e; tt 1` u�a.. a,.y Y CP7ZW. ORIENTATEK.NffPLATE •• • • •• ^, SliEiptFi t e i r", PARt&LEI TO 14B ROOF SEAM,TVP.OF 3 •yup, � ,• •• A DEME OF CONC.PATIO ASto •�• a - , - -., A •pltia1�110,Yaa�ae •• •• 1 , , RE03.FOR NEW PERGOLA fjOO't1N08 •••••• i r. - x. Y • —w:K err-r_YrA»�na_r_a_.._rr M•1'a.ii.ai6r ww,.t`wr rirr rrrrJirrrw.rriaatr»^r r•+.r a—�1ra•r�`fw..a W t : e ;' No.77899 •�'� • Vl -STF REV] APPROVED D ® �'• A •G`��� � � eq40R10 ,• e Lqw°` �, t1i co Ill p GENERAL Clef Nt3TES GENERAL 09M NOTESGMG, � a Z s m > DEMOLITION OF COMMETE FOR NEW PERt�OLA FOOTINCGS 7 X XX 24"D MIN.POUR TO GRAQE'<I OTM. , EL ...J�M Z 2 SIZE AS NOTED ON FOUNDATION EXI571NtG.CONCRETESTOOP TO BE REIIt1 1 3~ REPAIR OF EXISTING CONCRETE PATA.VO REIT�FFORCEAdEN 6 x 6 P.T.COLUMN TREATED FOR 2 ND CONTACTMIPICAi. STRUCTURAL ENGINEERS �5 NEW CONCRETE.$TOOP W(3)MGM m p o. Gil�RCIA MOWN CHIP EXTEND CONCRETE PATIO ON BOTH Et�$.81.A�' stat�tit HOUSE WALL TO MATCH PERti3Qi.A FOOT PRINT 8tt4 crcal rea�� � we� ta �oa �a as m � �iEEfkea eam�andapefte�tmmolkM 2'r-W _.. RF-1 ir ma�,yy(i •�►,i/! y�.r��/+ ' 1 P°E i C�CiER TO b* * Fj CSN WrA& 1 it It -tl —H 1 -#! tt 14HB H. if eH t t if t. tt fe f f E 1 Ef t 2 X 2 LATHING,TYP. IN Is if to r H It to 11 Y N ! if i H !r. t H if it it tt ii it is ti ii 1f �19 .H. It N ti t rt �At; No ! N if ft 1s to to if .. r .it H ri H it Nas Nof of . tf if it N11 tt ti 4f" 4I 11 ii a of H ii N li t.. if 0 if f ff M. rt i i.. 1 t i H li it ice► Y DEdM "ON K1VEE BEAc� r ••• �.- WrAA t it H E t r .. .. / u IF N. • ••' • • t to is at I t eQ ••••• C .. Q•�y • • • > 14B r 0000 ..` • •• • •• at go .1 go ..Y � •• Y Y M M. • •• ... ••• •tom:TPJ i 14 E`ER • i • •i• •fAN. '\- .� ,�o to, a� tarts Ae t {r0• t r t t t . ZRUCTLI GoRAL RE IE �F..!h.oR��P �o��``� tV w-1.04 O l t l G a, -.40 _.. �� . i - ; P #OETAILS TO BE DETERMINED BY LOCAL EIWIC�IIt*tE GENERAL PERGOLA NOTES -GM ' w I LA HEItiFit 1P.T.ATTACHED PERWA PERMA TO HAVE 1%PITCH AWAY FROM HOUSE .RIS'HEIOHTIial2OV�E 1�PITC.Fi� 2.x 10 P.T.BEAM STRUCTURAL ENGINEERS 2'X D HOE3SE 2xZ!.EDGER "� .X`s JOISTS 016"ac.cm) GARCIA.MUWN GROUP • 2'X 2 LATHINC3 a fr MG. $?�iK.rtw,ssn+:sr w�wuyum x'9016 780•i4Q�4 Sam 6 X$PQ$TS MINMR)MISRACE A&SHOWN C A- lm �+ + t a renosb a+ aa�ooa +a.m.w n .Ex•c r &s nidus .a eonsa�eva axe ► +iia+ bu. duiti ira►mre+o�n maarooatooaesana m.me�a wre MEET _ ._.. SD-1 D �r 0 NV I Ei ;IRi}I �+q�.P¢ y`EAVON anm P1 S`#tQ+IG BASE PARALI.EI. 5� 21, 1 'QP tMlWR PQST PER PLAN CONTRACTOR TO MAKE GOOD SIMPSON STRONG-TIE CPT66Z E=.Pi4T A'rAREA REMC�/ED POSTTiE,INSTALL PER t TO MUTATE SAID. MANUFACMRS INsmuc #ONS :tif �— INSTAkL tTION.. (SEE N0110 As 16 o: n I�1•ET •. ION FOUND. • STR •- Tlot.8 • UCT .� %COMPACMD FILL URAL REVIE •••• • • PPROVED •••� •• • G B m No.77889 O ® ` P . N to� 0. DEPTHGMG � :m o z . STRUCTURAL ENGINEERS GAWK MUWN GROUP Nw 1$0"+Sr�c s , FOUNDATION DETAIL& REINFORCEMENT 16 446LAW .2a4 � � � a sae .. be xmll dm�e+aeevxh9mw , exaa awt•a•at ::... ea a amsplil.kslis 0 11 vm*4dw. mwft b•,"o± "..."..._.. ova bWspftsgme arabcwAW& SD-2 r� JQ IAF RAFTM TIMBER BATTENS PER PLAN.Flit TO RAFTER W/ SIMPSON DWP T•0VEiGER ' SS MW 316SOtEW Flows., KOYA S"LONG OW}. EACH INTERSECWN tiff/ ..ri RA4.. (EI RC TIE Berl 0 TIMBER RAFTER PER PLAN M tJ WAL1. SIMPSON UX26Z(Z-MAXICOAT'ING).LEDGER. CONNECT LUC2Q TO LEDGER W/6-ftW-W SCREWS,CONNECT AIEwr oEsdmpfwN .... JOIST W/4-#lW-1/2"SCREWS. A • .•. C�+IfI� ..:• • LEDGER PER PLAN. CONNECT TO(E}CMU WALLW/WITH STRUCTURAL .. : .. HILTI KOK• .T 3(V MIN EMBED.)032"O.G RAs•REVt STAS,GERw vwncAI LY.MIN.EDGE DIST.FROM SOLT TO, APPROVED q/ ' ' ' •' • BEAM J". p� T . A . EI..Y.LF. • �, ••.� ;own ar PT RAFTER PER PLAN .�--- �- a t' No.778 ::... : w • PT LEDGER PER PLAN. VIEWA-A I d' .p STAGGERED ANCOHORS do C4 03 N o [E]WALL BEYOND w NA`, 1®®°® := t!! w 4 o LL z� rs I IF WN UJI GMG 14 7 t.Z STRUCTURAL ENGINEERS �- P.T. LEDGERTfl CMU DET�4JL to�AttCl�k AI�ULl1N WAWtAW 1-m$' t+4 W= Q � n.brreeems e+awA bea�ae"Uw, nand,xea ,�eentlbOnpa rk�et 9t6OB+gaeter mie�a ¢e�aoons Aess r�o�eaeyam,ea� eaaewa�,a� re SHEU SD-3 SLAB ON GRADE REINF. M."IMING BAR 24" R4 BAR AT BOTTOM OF EACH RISER owo �s �$ O T.ommm z T 'M" UFLA REV! .•. g �Ti '�IQ4S • WALL.REiNF.AT.CHEEK •• • • •• .i. WAI�i., NOTE BELOW PROVED D .. . *VIRRS ..: 8"AAIId. BLDG.WALL BOTT.BARS . �• 24"SPLICE IYP. u►t • OR CMu) X11 i f It!° ._�' ••, OR CHEEK WALL ®�®�`�C,HAEC t�`�'®�® • ••� NOTE: n.`, ,• •. . esaas WHERE CHEEK WALL L5 RECD. No.77899 PROVIDE 8"THK.C(m,WWALI.W/ AT'18"EW.DOWEL VERT.MMS . zowtu SLAB. .,s SECTION , / NAL 04 t2�! d ' Q u`t w ul :.. GMG STRUCTURAL ENGINEERS 1 ! STEEP DETAIL GAIl�CIA MUWN GROUP st8t Nwis"sum +xtntcss WAX_ ill 4' �LL�A;.`39btd 7�d9b23gb CA4 r now IW �z (R dl$ �8 1.�fl1 tdNd ikY. 116 •�M.�� ...... ' � 811� Q� r�M �1� �� � ^$1 'M� �Idf�1 .: . SET ........ V T BATTENS PER t7N PLAN ..... RAFTERS PER . KAN EDGE Jour k o rwomous PER Pte# (GAM), EG, Iwo PER PLAN .}— dig100 O .. .. •. ' a srRucruwaL REv ..:. / THRU41OLTS APPROVED • • 7ft.A 'IS ••: (GAIN.) DA .... •• •• 44 TIMBER ••• " s KNEEBRACE6,9.8 • (1)5/8°O T RiU41UT . •fin• � ••� _..._ ._. Wtv.) A p; ®`���tirri//j, P"�Y Z BER ®\\N ��CHA4 A�,� e� a WTPERPIAN W.nsw pq STA .� ot RIO. Y AL ON m c a M+ cu cu o>. w azxm W GMGLLQ JJ!$— Lo STRUCTURAL ENGINEERS �- zing KNEE BRACE DETAIL GARCI�A AUl1N GAUP aosew ae�airse .m.►wm�aar.�em�oar.. _. ......:,+ .�eam. ne. eam.iesamgrw� +, �a Amo. S'HET SD.5::j r. 0 Timsm BATTENS PER PLAN.FIX m RAFTER W/SIMPSON OWP WOOOtr�p��R SS(TYPE 316 SCREW VICX45" LONG(TYP.)EACH INTERSEC" W1 RARER ... DESCOnM EL PER PLAN 0*1ganONK)EMLS 00 RAFIERS PER PLAN, EDGE PROFILE . S RUCTU RAL REVlE •••!• •• • ••' • CUT' PERl3WNERS DISCRETION CAt.E vAlr s ••• SIPS H3 HURRICANE CLIP � .. 2x EDGE JOIST PER (S"FAINLESS STEEL.).FIXTOTIMIER& A PROVED 0 :. PLAN JOIST W/4-&i NAILS(316 SS)7YP. • ,.,: awad�. ...,. "tib I I TII+A€�R PDSI' No.778 :4: � . e �p CIO V- ®At I t t t t i 11`!e htp G u'm tIC ` Ise Ivy03 STRUCTURAL ENGINEERS 401ST TO RAFTER DETAIL GA ."W13A MUuiN GROUP • 8C 1 !fZ'm 1' f9.ORi�l not's kbid$8A4 77899 C./t tK�1S8 1� rearsa�prmamate a gra uai+ +aa a�ao .� mo► a c ,w a s' a +e o01,ns.aoa SHEET EV-1 2 STMOPITUME EXISTING IESDENCE • ET D PT1t" • . .... ECEWM .. . .. . •• •• •• Ll Hum EILIHX1 • WEw li?C'} fEW' tr4 TIMBER Po&T �a .WIWIgqOIW6�A, 4 EXt3TltVG;Ht1t1SE FARAD rte C .Y STR �t. IPIF~TION . ^OM REAR ELE1fATlON APPROVED pA I ._ . mar ----__.__ . tr. � • T ®® �! /o® -_7 L� u. 24- Gc� lda.77899 0MG t ST STRUCTURAL ENGINEERS - AoZ//,/ 10NAL ®®�` AttCiA tYWEUN GROUP !Gy • ��l/l i!!!� slat kw+l+ariHsrsls", MtANIAM �Z W :I r. im .� oeawraaa�c .:.. aoraa� ananamre. s .+ m ouamaer .... :. wdssa� ,aneepaaNsa.. ► 9�pgp�ew�ba�aaaessaere.otei6saobna SHEET EV-2 STRUCTUR IN .: .. W vu • • WNW saki fw s • • Pv NEW POW&Atiiek �STi4'�G PAT TO AS NECESSARY .m . STRUCTURAL REVIEW ns tend sa APPROVED DA SEE PLANS S DEMLS FOR OFOR WIT10N NOT SH 0"HERE NEST LEFT�EVATION B EAST�J UQ., 93'�.Ei.EVATION r to 04 aj fit es ul w C4 No.71899 IJ.t W :}+u1 GMG QZ `bo> OR,oA:`# STRUCTURAL ENGINEERS .� `s1ONAt //fill I l l%®\ 4 m LUN P + y eta Stoma rte. �;J4:iE'A r-BY SEC 22 2015: 0000.. 0000.. 0000.. 0000 . .. 00006. 000000 66 6 0000. Aff IM 0000 . 0. .0000 . . . . 000000 0000 .. . . . 666.66 . . .00000 . 06 000000 Adlbk AdllbL v 06 .. r . . 060,:0. w AN uup y 0000.. -DGT a!);; Shores APPROVED By ®ATE ZONING DEPT BLDG D PT r0 COMPLIA ,E VWTN ALL STATE AND COUNTY nULES AND Rt'G!1l.ATIONS j I �